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HomeMy WebLinkAbout40941-Z o� 4rp Town of Southold 2/14/2018 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39508 Date: 2/14/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 470 Lloyds Ln., Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-3-4.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/13/2016 pursuant to which Building Permit No. 40941 dated 8/29/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with non-sleeping partially finished basement, covered front porch with ramp, rear covered porch with outdoor kitchen, roof deck and attached in ground swimming pool with deck surround as applied for. The certificate is issued to 470 Lloyds Ln LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0007 12/22/2017 ELECTRICAL CERTIFICATE NO. 40941 11/30/2017 PLUMBERS CERTIFICATION DATED 12/24/2017 A to Z Plu ing&neating r 0 V o ignature auFwt,r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40941 Date: 8/29/2016 Permission is hereby granted to: 470 Lloyds Ln LLC 122-13 15th Ave College Point, NY 11356 To: construct new single-family dwelling with swimming pool addition as applied for per SCHD & Trustees. ''Clearing limit shall comply with Town Engineering Department approval."` At premises located at: 470 Lloyds Ln., Mattituck SCTM # 473889 Sec/Block/Lot# 99.-3-4.3 Pursuant to application dated 6/13/2016 and approved by the Building Inspector. To expire on 2/28/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,273.20 CO -NEW DWELLING $50.00 SWIMMING POOLS - IN-GROUND WITH FENCE ENCLOSURE $250.00 CO - SWIMMING POOL $50.00 AkI Total: $4,623.20 ilding Inspector r I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following:' A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and.consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary-Certificate of Occupancy-Residential $15.00,Commercial$'15.00 / Date. G 3 C New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: <f 7c� Geo 7 •"f-S tl-dre� - .14-h AL,��— House No. /Street Hamlet Owner or Owners of Property: "Y70 Z/0 y d-I LL Suffolk County Tax Map No 1000, Section L � Block .3 Lot 443 Subdivision Filed Map. Lot: Permit No._ Lfoq ( Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary (Certificate Final Certificate: (check one) Fee Submitted: $ ��lJ Applicant Signature �O'of SOUr�,QI Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ioQ roger.richert( -town.southold.ny.us Southold,NY 11971-0959 cOUMY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 470 Lloyds Ln LLC Address: 470 Lloyds Lane city Mattituck st: New York zip: 11952 Building Permit#• 40941 Section: 99 Block. 3 Lot: 4.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Elite Electric License No: 37079-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400A Heat GAS Duplec Recpt 28 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures Smoke Detectors 2 Main Panel 2-200 A/C Condenser 3 Single Recpt Recessed Fixtures 67 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt -20A _ Emergency FixtureTime Clocks Disconnect 2-20Q Switches 22 Twist Lock Exit Fixtures TVSS Other Equipment: Modular House, Basement and Roof- On Site New Electric. Notes: 2- Combination Smoke/CO Detectors, 17 ARC Fault Circuit Breakers, 6- Combination GFCI/ARC Fault Circuit Breakers. Inspector Signature: Date: November 30, 2017 0-Cert Electrical Compliance Form(1).xls pF SOUjyo! Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O. ox 117ao roper.richert(c�town.southold.ny.us Southoldd,,NY 11971-0959 QI�Co Uff V, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- 470 Lloyds Ln LLC Address: 470 Lloyds Lane city Mattituck st: New York zip: 11952 Building Permit#- 40941 Section: 99 Block: 3 Lot: 4.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Elite Electric License No 37079-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks 1 Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Inground Swimming Pool to Include: Bonding, 30A Control Panels, Salt Generator, Gas Pool Heater, Pool Lights, Cover Motor, 3- GFCI Circuit Breakers. Notes: Inspector Signature: Date: November 30, 2017 0-Cert Electrical Compliance Forma Is o SOF SOU'2y-" ; r._ Town hall Annex '65 -j�y � ,���� 54375 Main Road �° '', e1�Pno t(G3'1� - P.O.Box 11.79 �' Fax(631)765-95 Southold,NY 11971-0959 %�` • o�CO�`'� , i- _'' JAN 2 2018 BUILDING DEPARTMENT TOWN OF 50`LTI1Hl7LiD TOWN OF SOUTHOLD CERTIFICATION Date- Building Permit No. Owner. 14"Dac-i-i Dail Zj C_ (Please print) Plumber: _0 —v 2 �Gv��3i.,�.� oa,UD 14r--*r7,,U 6- riuG (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of I% (Plumbers Signature) Swom to before.me this ,2s'�`' day of A- ,Y,at-►Z 20_L7 7 Viftb A.1(ldp tt&St Nary Public-State of NW York Notary Public,.. 5y VPCi4--County NMOIKI6125460 In Suftk Co" CWMVW1W Ejo=JUN 21.8021 ROCKET INSULATION & COATINGS INC. 6515 MP PORK DNA POKOROM, flY 11779 P- 6317509075 f 6317509076 4=>61 www.RoLc ke:t5prayEoam oo m rocketinsulation@gmaii.com 71 JAN 2 2018 Insulation Certificate This Form must be filled out and posted to comply with building code requiremeXQW-14 OF soV`WGLD The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning/Ce-r-tainteed Foam spray polyurethane manufactured by: Lapolla Industries Area Insulated Thickness/Aged R-Value** BASEMENT CEILING 9.5" NOMINAL OPEN CELL FOAM R38 EXTERIOR 2X4 WALL R13X15 KRAFT FIBERGLASS EXTERIOR 2X6 WALL R19X15 KRAFT FIBERGLASS UNDER TWO STAIRS 8" NOMINAL OPEN CELL FOAM R30 2XI0 EXTERIOR STAIR WALL 9.5" NOMINAL OPEN CELL FOAM R38 "Nominal thicknesses are representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address: 470 Lloyds Ln, Mattituck, NY 11952 -Date of Installation:04/30/2017 Building Contractor: Teresi Construction General Contracting Installed By: Rocket Insulation and Coatings Inc -Post Near Electric Panel- V �1 Zapf SOUTy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 -V- 0U -ON) mt S51 DATE INSPECTOR U�%All oFso�yo courm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAN 'PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS. �f.,Dmd, Ir.- k v, ov -I Vjt ikt/t b tQY tQAc L (AjQ DATED �� I IY4 SOUr'y° TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]/FOUNDATION 2ND [ ] INSULATION [✓ RAMING TRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ® �'L1 4Nl S r✓ SZGa t I << DATE 1 `� INSPECTOR SO(/ryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. CN ly'fV14 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) REMARKS: dv Vw1 DATE 6 1— INSPECTOR _- -.. ._ - ... .:y�_ r r. . v rte n . • _ /.. � w v. _.. • __ Ll01Lf OF SOUIyo� N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION VFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS. b � beg p(WI& DATE ?✓ �'R INSPECTOR pF SOUIyo{o comm, L . ) e, TOWN OF SOUTHOLD BUILDING DEPT (G 765-1802 INSPECTION ' w",7 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ICie DATE �� INSPECTOR O Of SOplyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FOAL) REMARKS: I/l� v �a- � Lo �< 7 1 DATE S I�- INSPECTOR I SOF so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSULATION FRAMING / STRAPPING [ NAL Nn � - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: in mr 6 6, G 1�- t� v .r Ax p ULM,, v . C I MKS/ �li tS, DATE 0 INSPECTORA. —` DI OF so �o�� UTyolo �O • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ FINAL AQj [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I ut," C" DATE INSPECTOR %JAU � • h„ - _ - _ o • _ � _ - pF SOUIyo� N 1C co i �, • i0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS':/ VOnt.,LLO* 1q�u5c' f DATE �� �a �'� INSPECTOR E R'fff� 1FOUNDATION(1ST) ITEM ' ' •-''rte E Rn MIN FOUNDATION (21 i z �.m, , .' ROUGH FRAMING& PLUMBING all Lei :: " �" - - �'��►� INSULATION PER N.Y. 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TOWN HALL Board of Health x SOUTHOLD, NY 11971 4 sets of Building Plans x TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-950211q4/ Survey x www. northfork.net/Southold/ PERMIT NO. V Check x Septic Form N/A D N Y.S.D.E.C. x Examined 20D Trustees x F`g[�Gvp- Contact: Approved ,20 Mail to-Suffolk Environmental Consulting,Inc. Disapproved a/c AN 3 20% P O Box 2003;Bridgehampton,NY 11932 Phone 631-537-&+S&Expiration �20 BUII.DING DEMPT. rJl 1p� TOWN OF SOUTHO Building Inspe APPLICATION FOR BUILDING PERMIT Date March 28 2016 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the - Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. I (Signature of applicant or name, if a corporation) Bruce A.Anderson-Suffolk Environmental P.O Box 2003,Bridgehampton,NY,11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AGENT Name of owner of premises 470 LLOYDS LANE,LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized_officer (Name and title of corporate officer) Builders License No.52681-H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work_ will be done: 470 Lloyds Lane,LLC Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 099 Block 03 OWA9 S 3301 OPA Lot Moro,§1 -jug=to Subdivision Honeysuckle Hills Filed Map No. 7019 LO>"DAlollue rti"3' ;isu0 (Name) 2tmer vry r:.liox3 nc:Tfrra0 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant b. Intended use and occupancy Residential 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost $400,000 $50.00 (Description) ' (T paid on filing this application) 5. If dwelling, number of dwelling units 1 Nu>&lk��iw ng t n each floor N/A If garage, number of cars N/A i�raa 6. If business, commercial or mixed occupancy, specifyMaffi'-Te d�'�MTff of each type of use. N/A 01i',s.U0?,Wj tKW0 T 7. Dimensions of existing structures, if any: Front N/A 'Rear N/A Depth N/A Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front N/A Rear N/A Depth N/A Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front 71 0'+/- Rear 71 0'+/- Depth 100.0'+/- Height 25.0'+/- Number of Stories one;(1) 9. Size of lot: Front 1100, Rear 111 71' Depth 311.25'+/- 10. 11.25'+/- 10. Date of Purchase May 8,2015 Name of Former Owner Rochelle Reis 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises 470 Lloyds Lane,LLC Address 122-11 15th Ave.,College Point,NY 11356 Phone No. (718)321-0117 Name of Architect Resolution:4 Architecture Address 15OW 28th St.,Ste.1902;NY,NY 10001 phone No (212)675-9266 - Name of Contractor Teresl Construction, Inc. Address POB 2468,Southampton,NY phone No.—(631)774-4731 15 a. Is this property within 100 feet of a tidal wetland or a freshwaterjwetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X ' NO *i IF YES, D.E.C. PERMITS MAY BE REQUIRED. l 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk Bruce A.Anderson-Suffolk Environmental Consulting, Inc. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor, Agent, Corporate Officer, etc.) i of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I day of 20 )(o 'I Notary Public Signature of Applicant N010LE l PAW Moldy PuWc,We of New%llft puarfied in Suffolk Count No.01PA6240712 Oommisslon E kolres Maw 16.2M Michael J. Domino, President �*V SDUjyO Town Hall Annex John M. Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O. Box 1179 Charles J. Sanders Southold,New York 11971 CA Glenn Goldsmith O Telephone (631) 765-1892 A. Nicholas Kru ski O Fax(631) 765-6641 ?� r::r, p ��C4UNTY, � PD, j : , I'D DBOARD OF TOWN TRUSTEES DEC 6 2017 TOWN OF SOUTHOLD TO VVX OF SU( JTHOI,iD CERTIFICATE OF COMPLIANCE # 1419C Date:November 14, 2017 THIS CERTIFIES that the construction of a 71.4'x99.6' (3 143sq.ft.)two-story dwelling with a 51'x42' (1 746sgft)attached deck,• a ITx38' (456sq ft) swimming pool, install a sanitary system landward of proposed dwelling,• install a 2 880sq ft driveway, connect to public water,• install gutters to leaders to dDaells to contain roof runoff, and to clear a 25 630sq ft area up to 50 feet from the top of bluff,• with the conditiori to establish and perpetually maintain a 25' non-disturbance buffer from the top of the bluff, with an additional 25' non-turf buffer landward of the aforementioned buffer; with a split rail fence to delineate the border of the non-turf buffer; At 470 Lloyds Lane LLC c/o Andrew Drazic Suffolk County Tax Map#1000-99-3-4.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 15,2016 pursuant to which Trustees Wetland Permit#8803 Dated May 18, 2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 71.4'x99.6' (3 143sq.ft.)two-story dwelling with a 5 Px42' (1 746 ft)attached deck,• a 12'x38' (456sq ft)swimming pool; install a sanitary system landward of proposed dwelling; install a 2 880sq ft driveway' connect to public water; install gutters to leaders to drywells to contain roof runoff,• and to clear a 25 630sg.ft. area up to 50 feet from the top of bluff, with the condition to establish and perpetually maintain a 25' non-disturbance --buffer-frem-the-.top-of the-bluff,-with-an-additional-25Laon-tur-fbuffer-landward o£the aforementioned- — buffer• with a split rail fence to delineate the border of the non-turf buffer. The certificate is issued to 470 LLOYDS LANE, LLC c/o ANDREW DRAZIC owner of the aforesaid property. Authorized Signature l �QF so�jy Town Hall Annex John M. Bredemeyer III, President Michael J. Domino,Vice-President h0 l0 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Krupski ® �O Telephone (631) 765-1892 Charles J. Sanders �l,Y`,oU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 20, 2016 Bruce Anderson, President D RC IED E Suffolk Environmental Consulting, Inc. DD P.O. Box 2003 Bridgehampton, NY 11932-2003 JUN 2 0 2016 Re: 470 LLOYD'S LANE LLC BUILDING DEPT. 470 LLOYD'S LANE, MATTITUCK TOWN OF SOUTHOLD SCTM: 1000-99-3-4.3 Dear Mr. Anderson: It has come to our attention in recent discussions with Jamie Richter and Michael Collins in coordinating Chapter 236 compliance with Wetland Permits that activities on slopes greater than 20% are strictly prohibited under Chapter 236 of the Town Code. We apologize that at the time we considered a wetland permit for 470 Lloyds Lane, Mattituck we were unaware of this provision or we would have coordinated our permit with Chapter 236 requirements prior to issuance. Accordingly, by copy of this letter we request you coordinate compliance with Chapter 236 with Jamie Richter and return to this office requesting any amendment(s) that may be needed to your Wetlands Permit#8803. 1 am available to assist in this process. Thank you for your cooperation in this matter. Sinceely _ John M. Bredemeyer III, President Board of Trustees JMB/dd / cc: Principal Building Inspector, Michael Verity V Jamie Richter, RA Board of Trustees di —00'�_� BOARD OF SOUTHOLD�TOWN TRUSTEES z. . J ,'SOUTHOLD NEW YORK t i ti• . i. , ;III �iw , r it +i.1 ...e., _. ' _ '\ .. s .. a r :', .. K. -t. !' j,. PERMIT NO. 8803 �. DATE: MAY,,.18;2016 � ISSUED TO: 470 LLOYDS.LANE,LLC_c/o ANDREW.DRAZIC it P=R-OPERTY:ADDRESS: .47.O;LLOYDS:LANE,.MAT.T+ITUCK , SCTM# 1000-99-374.3 r•. .,}, ., : , , ., �i is . L .r. .. .r r, ii - ..Y•: , d ,G i. , AUTHORIZATION' j Pursuant .to-the provisions 'of Chapter 275 :of the. Town Code of the Town of Southold and in accbrdance'with the Resolution of thb'Boa'rd of Trustees adopted,at.the meeting Held on Mav'18,2016, and in conside ation'of application Tee in'the s`iiin`of 250:00'pal'd by 470 Lloyds'lane, LLC and'subject to the Terms and Conditions as'stated in-the Resolation,"the SoI6thold-'Town Board of Tru'stees`authorizes and permits the t following: Wetland Permit to construct a 71.4'x99.6' 3;143s ft. two-story dwelling with a 51'x42' (1,746sq.ft.) attached-deck; a 12'x38' (456sq.ft.) swimming pool; install a sanitary system landward Of'proposed dwelling ; install,a 1,880s'A. driye'way; connect to:public water; install gutters•to leaders to'Arywells to contain'roof'runoff, and to clear A 25,63,Osq.ft.:area up J6,50 feet-from;the top of bluff; with the condition to establish and perpetually maintain a 25' non-disturbance buffer from the top of the bluff, with an•additional 25' non=turf buffer landward,of-the:aforementoned buffer; with a split + rail fence to.delineate the border of,the non-turf buffer; and as depicted:on the survey prepared by Nathan Taft Corwin 1II, Land Surveyor last dated ion May:20, 2016, and ' s stamped approved on May 27, 2016. IN WITNESS WHEREOF,=the said Boacd'of Trustees'hereby causes its Corporate'Seal to be,a zed, r" and these presents to be'subseribed by a majority of thesaid'Board as.ofahis date. r y P + '� O% r '�' : • r r'ir i. :. '.} a,s " ��r s;' G� ., _ � F: ye ;., i V TERMS AND CONDITIONS : ~ '` The Permittee 470 Lloyd's Lane 'LLC c/o Andrew DrA2ic residing at 47.0'Lloyd's Lane, Mattituck,New York as part of the consideration for the:issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any a, operation performed pursuant to this permit, and the!said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the'complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but,should eir'cumstainces-warrant, request Tor an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provid 6,evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. r - 5. That there will be no unreasonable interference with navigation.as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. 'That if future operations of the Town of Southold require the'removal an&or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice;to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a��copy of this Trustee permit has been recorded with the Suffolk,County Clerk's Office as,q notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall.l,e provided within ninety(90)calendar days of issuance of thispermit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights.;;This permit does not convey to the perrruttee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY tp Stony Brook,50 Grcle Road,Stony Brook,NY 11790 P;(631)44403651 F;(631)444-0360 www.dec.py.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT February 26, 2016 470 Lloyds Lane LLC c/o Andrew Drazic 112-11 15th Avenue College Point, NY 11356 Re: Application #1-4738-02742/00002 470 Lloyds Lane, Mattituck SCTM#1000-99-03-4.3 Dear Mr. Drazic: Based on the information you submitted, the Department of Environmental Conservation has determined that the referenced property landward of the crest of a -bluff in excess of 10 feet in elevation, as shown on the survey prepared by Nathan Taft Corwin last revised October 20, 2015, is beyondTidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken-to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This !etter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, ark Carrara Permit Administrator cc: Suffolk Environmental BOH-TW file EwYOaK Department of `o« .. 'Environmental Conservation 1 t t Scott A. Russell ,�d°s� k� ST0]ELIMIWA\']FIEIK) SUPERVISOR I\�[ANA\(GI]Ehd1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 g 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Ol �g CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) �II DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: �i Yes No (CHECK ALL THAT APPLY) I ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. j ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 00 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year floodplain as depicted P , i on FIRM Map of any watercourse. i ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management ' Control Plan was received by the Town and the proposal includes t i in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. --_= :—_.—=-_-:.—_--- S.0 T M 1000 Date: APPLICANT. (Property CKvner,Deign Professional.Agent,Contractor Other} I District NAME '1; � • y: ,; I I lection Block Lot •I LL`' ; FOR BUILDING DEPARTMENT USE ONLY I ') Contact Information G�3 t s 3r7- S l (Cnl o Re\ie%.\'ed By: - - - - - - - - - - - - - - - - - Date: (0-6-/to Property Address/ Location of Construction Work: - - - - - - - - - - - - - - - - - ; Approved for processing Building Permit i I 470 Stormwater Managemenl Control Plan Not Required yc�� Stormwater ?Management Control Plan is Required. (Fo-%vard to Engineering Department for Rexie�\.) I-OR;N1 SNICP-TOS MAY2014 Loo uo vjd,s Llqwc_� L-t-c x'13 APPLICANT. S.C.T.M " 1000 (Property Owner,Design Professional,Agent,Contractor,Other) —�„— o-os '� CHAPTER 236 qp 3 413 Stormwater Management Control Plan CHECK LIST ,t Section Block Lot NAML. 0�uC-R `},f ^US M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ppas Pn u (6 st-) Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing ey_ 14,, Is V-", all Information that has been Required by the following Checklist! ilgiia urc •1 tlgYwc NumLrr. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYE NO If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NA If ,you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b Total Site Acreage. O0 c. Existing - Natural & Man-Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water o e. Limits of Clearing & Area of Proposed Land Disturbance. �0 f Existing & Proposed Contours of the Site (Miivtnum Z Intervals) g. Location of all existing & proposed structures, roads, �O driveways, sidewalks, drainage improvements & utilities. Shall include bUt not be 'Wied to, h Spot Grades & Finish Floor Elevations for all existing & A well maintained C01§Stl=60FI E,it,a@ ice, OO proposed structures. I. Location of proposed Swimming Pool and discharge ring j. Location of proposed Soil Stockpile Area(s). k Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. O0 2. Stormwater Management Control Plan must include Calculations showing NAGE INSPECTIONS ARE that the stormwater improvements are sized to capture,store,and infiltrate rnntact�� E Irieerin at 765.1560 before on-site the run-offfrom all irnpervious surfaces generated by a two(T)inch n 'neers Certification rainfall/storrm event. Flaclkflllll�OR Provide that the been {led to Code. 3. Details 8 Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but riot be limited to: a. Erosion & Sediment Controls. 0 b. Construction Entrance& Site Access. c Inlet Drainage Structures (e.g.catch basins, trench drains etc.) d Leachin Structures (e. . infiltration basins,sw•ales,etc.) -- - --- ------------ ------ -- ---—.------- ---------- ---- --------- - -.__._..._._... ---.._.... ......------------- - ....... - FOR ENGINES ING EPAR USE ONLY **** 1! I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. i Approved By: - - - - - - - - - - - - - - - - - - - - - - - - I! Stormwater Management Control Plan is Complete. i. Date: S.MCP has been approved by the .Engineering Department.; ' I - --- ---- --- -._... --- ----- ----------_------------ — -----------_.—.----- ------...._._..-..-----------_.._---------. ._....._.. - --- ---- 17 ORM " SWCP leek List -TOS MAY 2014 T rf I o��Of SO�lyo ' ~ � i Town Hail Annex Telephone(631)7gg65p-18802 54375 Main Roadh If1 (631)7 5 P.O.Box 1179 rr . roger.richert - Own.SOu 0 nV us Southold,NY 11971-0959 BUILDING DEPARTMENTj, TOWN OF SOUTHOLD I APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: Name: C C License No.: U - I Address: Phone No.: w e dCcl-e rh JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: y Q - L /p CVS 4 I *Cross Street: U� { eeve. oa cQ *Phone No.: 3i i Permit No.: 9 j Tax Map District: 1000 Section: Block: Lot: Z -3 *BRIEF.DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) i *Is job ready for inspection: YES / NO Rough In Final *Do.you need a Temp Certificate: 0/ NO - Temp informatio ed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect<Undergroun Number of Meters Change of Service Overhead Additional Information: _PAYMENT DUE WITH APPLICATION '91m- Aw 82,Request for Inspection Form pF SOuryo Town Hall Annex 54375 Main Road [ Telephone(631)765-1802 IjP.O.Box E179 u1)8 cer (deo oTol� nV us jSouthold,NY 11971-0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: p.U� C'� Date: 97 a� � Nam ompany Name: s: CLa License No.: Address: Phone No.: ! JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: D *Cross Street: *Phone No.: _ Permit No.: Tax Map District: 1000 Section:— Block: D 3 Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) o/1a r JT,ce gor CO/t- wiy��1. (Please Circle All That Apply) i *Is job ready for inspection: s � NO ough In Final � *Do-you need a Temp Certificate: ! Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE-WITH'APPLICATION gas 81-Request equ Inspection Form i OF SQ&jyo! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y (631)765-g5 P.O.Box 1179 •: roger.richert .fown.soufhold.ny.ut DDrou NOV - 9 2016 BUII.DING DEPARTMENT TOWN OF SOUTHOLD AP,.P.,k„i1_—ION FOR ELECTRICAL INSPECTION BUT ' BT.,�D u AT REQUESTED BY: " ems Date: 8 Company Name: g ° Name: License No.: '� g Address: MOP-7AV ` A. 46 - Phone No.: Oce 413 JOBSITE INFORMATION: (*Indicates required information) *Name: i *Address: +70 ,l© f ?U LA) *Cross Street: *Phone No.: i Permit No.: Ir� Tax Map District: 1000 Section: Block: i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ NO"-- Rough in Final f *Do-you need a Temp Certificate: YES/ NO Temp Information(If nee d) *Service Size: ase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Unde grougd-r Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION d 82=Request for inspection Form I !S 'rte Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street, P.O Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED June 10, 2016 Michael Verity,Chief Southold Town Building Department P.O. Box-1=179 Southold, NY 11971 Re: 470 LLOYDS LANE, LLC Property Situate: 470 Lloyds Lane•Mattituck•Town of Southold,NY SCTM_#: 1000—099-03--004.3- Dear 99-03--004.3- Dear Mr.Verity, Application is hereby made for Building Permit for the above referenced property. owner. Contents are as follows: • Application for Building-Permit; • Letter of No Jurisdiction — Tidal Wetlands Act issued by New York State Department of Environmental Conservation dated February. 26, 2006; • Suffolk County Department of Health Services Permit for Approval of Construction for a Single-Family Residence dated March 9, 2016; • Board of Southold Town Trustees wetland permit#8803 dated May 18, 2016; • Survey for 470 Lloyds Ln. LLC prepared by Nathan Taft Corwin last dated May 20`h, 2016; • Chapter 236—Stormwater Management Worksheet, Stormwater Management Control Plan Checklist, and Stormwater Management Site Plan S-1 prepared by Joseph Fischetti, PE.; • Architectural plans prepared by Resolution: 4 Architecture dated March 5, 2016;and • Structural Plans prepared by Joseph Fischetti, P. E. Dated November 10, 2015. By way of this correspondence, I request you commence the review of this application. Please don't hesitate to contact this office require any additional materials in connection with this request. Yours truly, '000Z.... • Bruce A.Anderson Cc.470 Lloyds Ln., LLC Suffolk Environmental Consulting, Inc. Newman Village, Suite E,2322 Main Street, P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) -5291 Bruce Anderson,M.S.,President [3QRM JUN 21 416 DD HAND DELIVERED Bt1ILDING DEPT. June 10, 2016 TOWNDFSoZI oLD Michael Verity,Chief Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Re: 470 LLOYDS LANE, LLC Property Situate: 470 Lloyds Lane• Mattituck•Town of Southold,NY SUM#: 1000-099—03—004.3 Dear Mr.Verity, Enclosed herewith please find Certificate of Workers Compensation Insurance for Teresi Construction Inc. naming the Town of Southold as certificate holder dated June 12, 2016. Please add this document to our application for building permit. Yours truly, Bruce A.Anderson Cc.470 Lloyds Ln., LLC Fj 5 0 H i! 71 20 June 2016 Re: 470 Lloyds Lane,Mattituck JUN 2 2 2016 Building Department Town of Southold Main Road Southold, NY 11971 2- Please Please find attached.4 copies of the Stormwater Management Plan that has been revised in 11 accordance with a request by the Town Engineer,Jamie Richter. P yours, chetti, PE BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@F18CHETTI.COM FISCHETTIENGINEERING.COM 63 1 -765-2954 1 725 H06ART ROAD SOUTHOLD , NEW YORK 1 1 97 1 RESOLUTION: 4 ARCHITECTURE D U� AUG 2 3 2016 BUILDING DEPT: 5 August, 2016 TOJ'VN OF SOUTHOLD Amanda Nunemoker Building Permit Examiner Southold Town Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1 179 Southold, NY 11971 Re:470 Lloyds Lane, Mattituck This letter is to certify that the house to be constructed at 470 Lloyds Lane is not a 3 story dwelling as defined per NYS Code. Less than 50%of the 1 It floor is more than 6 ft.above grade. Please contact our office with any questions. Resolution:4 Architecture Robert L. Luntz Partner �RED ARC \��oIle) L CUNr�/��� 02050 ype' OF NES 150 WEST 28TH STREET SUITE 1902 NEW YORK NEW YORK 10001 T 212 675 9266 Suffolk Environmental Consulting, Inc. Newman Village, Suite E,2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax. (631) 537-5291 Bruce Anderson,M.S.,President HAND DELIVERED August 23, 2016 Amanda Nunemaker Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Re: 470 LLOYDS LANE, LLC Property Situate: 470 Lloyds Lane• Mattituck•Town of Southold,NY SCTM#: 1000-099-03-004.3 Dear Ms. Nunamaker, Pursuant to our conversations of last week in connection with the requested building permit for the property owners referenced,above I enclose the following: 1. Two [2] additional sets of building plans prepared by Res 4 Architects dated November 3, 2015. You will note that the plans are stamped approved by the New York State Department of State Codes Division on August 1, 2016. 2. Four [4] copies of the survey prepared by Nathan Taft Corwin, III last dated August 17, 2016. You will note the survey contains the lot coverage calculations over the buildable lot area of the parcel that certify compliance. 3. Two [2] additional copies of the compliance certificate stamped approved August 1, 2016 by the NYS Department of State. 4. Two [2] original signed and stamped memorandums addressed to you by Robert L. Luntz,Architect,certifying that the proposed dwelling is not a three story dwelling. 5. Four [4] sets of the cross-sectional diagram for the proposed pool individually stamped and signed by Herbert Roy Jaffe, professional engineer, dated August 18, 2016. It is my understanding that with the filing of these documents that all outstanding technical concerns have been addressed in connection with our request for a building permit. Please call me and let me know when the building permit will issue. Yours truly ;Z...) . D [Ecr GV[E D Bruce A.Anderson AUG 2 3 2016 BUMDING DEPT. TOWN OF SOMOLD Cc.470 Lloyds Ln., LLC Nunemaker, Amanda From: Bruce Anderson <bruce@suffolkenvironmental.com> Sent: Tuesday, August 30, 2016 3.10 PM To: Nunemaker, Amanda Cc: adrazic@atjelectrical.com; Gasper Teresi Subject: RE:470 Lloyds Lane Amanda This is to confirm that the contractor is authorized to pick up the permit. The contractor will satisfy the required fee payment at the time of pick-up. Bruce 1 C L JA! ? 7 ?_p1 ?'3-DTN(a ISE • ,'ter N i t�oc1kA1 x + � e i E +{ fI i sff, tF d 9 �. rte► • �` ,, F t 4' . B f s�'•� --.�� �s R s � w fc C3� 3 r JA;" _ T FLDIN`G DEFT. TOWN OF SOUTI1bLD a 7 Ir Akl E� t r�. 1,. � r i... k. ,b I � p; oct �1 1 •` > x IT g ,�t x • t t L � a i r Y i ffDl PT- TOW' l' V 11Ji ,LD .41 r lR,. � Rr, r A '1 _ i V } t, �s • JAN 2 7 201n7r " DUTILDINGrDEPT. _ TOWN OF SOL7HOLD ' , A r,� 2017 - •�' � ..� r �l "1 71 3 ".!'- -.Y '.'R''" .. �.. ;r- i.l. 'i� a"• ;�'1r�1:t:'=.1:;�:a. r,_i>:yafa'•...a���if.%?L�"-:.&"�. S:, �.F ... o .. •r`:4f )•�>.:..-..;,. 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GRAVLxS r "tai `i i AREA �- IB300' Af7lfilRO W YOUNG N '.c S.Lx AO.I3B9J %we fa[fLylf, '• ' ;•: E5 ez3'lD ki./� "�53 ° e B 3Q 5 76 ""•L rYP/cAL SEWAGE 0/SROSAL SYSTEM r : 1. , ' d"}• A20 1 ( 3 36}BDD' + �m rN/5/STOcERTIFYrmrrNS SUBLMHS/ONPLAN/ S:BEENAPPROVED YJN6Pp�N�NG 1' ITS IOIT3f p OF me row OF SOUTNCYO BY £R7L✓T/O//O°APPROVAL GATED /�/�/YY//,�, ',7- I•�: •I''''��1 r f,�i' f: 238 0. w e v 20j X51 Br' .f turf• 4 fis 3° 1250 a-p '� I eCM IIA.,PLANN/NC9OARD ' '� i•' •I ' •1! - w (i, ,i`^e r' 1 6 ' a 123p0 45. ) 6128' pwnrwme•uo.na,� I .i'•:"I.i!'��. •1, ' 4 A g Iq 15 ! r//ELOrLAIESoR SUBON/SAJNNAPS ASA7LED,CANNOT BEALrER£D.W/rNOUTPCRMSSOVMOM w_ ;SUFFOLK COUIM.OEPARTMERT OF IIEALTN SERVICES •' r Y' • /.O T5,00p5F. m S�pO 763, rNE/CANN/NG BO ARD,ANO LOrS M/SrBE SOLD AS SNaW OV rH SUBDN/SKAVMAP. r , ^i ( i A,i:,, H) T7 _wfrwwa.:N ear xxre9le kr rat no fiat OF•" I sv -d.rralo I i1° 4,11 '••,' ,i!. ,.^lµi , A 3 5f 9' ( 00 R1 "rm'm.,�io�.w co..m" ' Tw-I,a catRt wt Me ww edf IN water iulrr• x �p TS S,_ HONEYSUCKLE M7LLS 45 3) m Wr ma MAJOR NON-RES/OENrm1 smucmL smLLBEPEAV/7TEDoRCONSrwUcr£D.OP wd tM'fye atWwlri f'rDfJEYSUL✓LE ro w w'owww a w.�nw ' ,x `"$ ' 5�, ENUE Etl LOCArED MTN/N30'OF rNE rOP EDG£OF mir BL UFR,IN 7W(n r.EPR/OR AP,6ROvi[ '�""m-"'^°^"w �:!F7j-� ' .m� `.I.•. i, 11 ! '1�If:./'•.r 17;.e /.`I _ 11 SD�n .AT MATT/TUCK j: m E rV n ' .a1 sae wPawd .n mE.'eco.E.am. ,In.igrnfli alt::n��,mee..l�, OF»r PLA,YNNS BD9R0 ' nh f kDl fl; :^-], 2 m.`www M1,mfw,..,w, l Ol n� � a. ah 'f tAe aed fAld abBmsul PM a,ddi I,I,:;'_•/1"� .'.. 0 wae,noea r.. 1. - �:. �� C rAl uw o4 rs gym+d tnb a E; TOWN Ql�SOI/THOGD OewWal a belch/'' J. BW litV d.Me map AA rhkh 1 ,' fa.i�t;✓4a''1� ` j. v .�, f C acrawdce rnh$edim Il It d the M1oli IkNlh lAr N sedan i / ''e�'", r•I! G vE c f p,•'m'o 'rob 6.mneae.t..wor+ i.11. orOz d ke cwd;'aM n F? SUFF. CO. :/U:Y' •�.' uJ 1IL 9135568AIb 30 45 R TT 2dMbcM'N)I'd LdMY fa,ulb sedtyl'�� , i :.. I °.',I I:.,?•Sf�`�fi\J , SCALE ,l Emmmadd Npllro: yli.. .•�i i<'.; .cif' *./_%.ICJt•' r:. 90 •I,• - p�L` TAk MAP IDENWIGATION ASSIGNED BY ,T .�6JNE-�z'3_f:il9B0�,. .;.i �.,-..�� .,. y �.�.'s��-E,`./;,,.\. I 7A///NO/CAMS TAX NAP PARCEL NLOND 5A'SS/cAEOB4'R/er, RE/LL PROPERTY TAX fiEl�V,ICE A[-ENtY � ,'// 1 OWrJER , ' '��/'•�� �f' - , r A COLMI7.OF.SY,{efTYKRFAL PRCDE'R7Y TAY SO7NCEAGEAt I'1 . rmssU90MS1oN.wtL mpi:AR/NdSrmcr vooaWsELTA7N Q; ` NWLlEA,Gd£Zyy ''• , SHLET99/NB!CKAlO�rNEs(A`TOfXg7YINr7'rAXNAP Pen -I ' ;IA111Olw All 114 MATT//UCIr,N:v /9-C' _ i• D,e./D G TN "x3 r. A&a;z;• - 1 stR. ow.i1 .�ith`�iC..n a+^ ti-.r�i!.r•*•r�:. elk/ rMAL,-AREA'•'ERB9D1`ie - yf },c- � 1 "�.'1 1_. :•7 �(�3::tYC[ ;,L' T,. P 1t-. r .k. I ?, _'; t..; .� i 'i "ice r•j• ' 4 1' F 2 (`5 4:11 69 11 P3 P5 P'1 a4 � o� e4 0,2 F-4` FC'C,, 10 l2 '13 '14 15 -IE 7 111. 19 PO P.i 62` P4 PE, PP P9 Cin I II 1 91 S2 a� ar nr, 1 93 , C31 0 ) 1 , , . \ -S 20'05S'20,, r= 31 x.500 I , , , . . -.—. . . _ .— . . . . . .... �. . .-� - -�.. . � . .�� ti.� . ��.\- — - — - 1.. 1 SILT,FENCE - - - '- 9'dte. `x \ \ \\ \ \� \ SILT FENCE A 1 1 1 II TOP OF WALL 1 11 LI� V11 \ \ \ \ \ 1 I I i •�tt I I 11 11 \ \ . I / 1 \ \ \ 1 I I• Uj n q ' 1 \ \ \ \ \ \ \ 1 I I I I 1 I 1 I I 1 1 \ \ \ \ \ , r2)e'dT8, 'r * I h- Q O X B'deep( I I l t I' V f t \ \ \ \ \ ♦' . , ��'-� �/ 1 ,ro 1 \ \ \ \ 1 1 �„ �"• t , \ \ \ \ \ \ \ \ \\ \ EL. Q4 • 1 \ \ \ \ \ \ \ ,111 \ \ \ \ \ \ \ \ \\ \ e • nt a„'" ; \ i \ � 1, \ I 'i 1 1 \ \ `\ \\• \ \1 \ \ 1 11 1 11 \ 1 \ � � .,, ,r � \ � � \ � \ \ \ '` / I I I ��*� '� �.`? �. \ \ \ E 1� I I I 1 1 \ \ \ I' 1 - 1 1 1 \ 1 1 , \ \ 1 \ • � � _ � �h � -. .- �' ♦ ' e ` `"• � � _. � _ / / 111111 -.��� E�� E.` � . 1 \ \ 1 I I 1 I 1 \ \ • I 1 1 1 \ \ , \ '. 4 F \ / 1 U•I � O'dle, x _ / ✓ ' 9'dem r 1 \ l 1 I I 14 1 i I I I II • I i I 1 \ 11 1 \ \ \ \ p ^- '� � � � ,. �� .- �• SILT FENCE SILT-FENCE / J . . . . . . . . -..-.. . . . . . . . . . . . . . . ter, . .,-.� . ...--..,: ..�,- I N 20SS23"`23" W 304.99(o1 SiTIE FLAN SCALES 111 a 20'-011 z • 1 z WCOin RA F .J x J ' CONCRETE . LID k l4„ .M..•s,.s"=•7�i... .r`i COVER O O I�z° O m DRAINAGE PIPE(1YPJMINO , � AS NOTED QQ BUT SUFFICIENT TpKEEP M 4 SEDIMENT ON ♦/� O CO Lloyd Lane Drainage Calculations k� ��� � 2 V� PRECASTCONCRETE ,I„U M/ LEACHING RING LL DARK BROWN SANDY ' ' AS NOTED SS,, �•:C;. .fir. . CLEAN SAND Y z i'� ••i�'••= GRAVEL FILL LOAM O L House and Entry 0.5 � BROWN AND PALE BROWN N FI o ; 4300 SF x 211 x 1 a Ill cubic feet S I LTY SAND SM � �1 LEACHING POOL TYPICAL SECTION I 8 foot diameter drywell ■ 42.2 cflft PALE BROWN FINE NTS. SAND SP CONSTRUCTION ENTRANCE•FOUNDATION OF COMPARED S/4^STONE BLEND OR N.Y.STATE D.O,T.APPROVED RCA FILL TO 11'i cf/42,2 cf/ft a lb,SS LF 16' 181-0"MAY, HEIGHT OF ABOVE EXISTING GRADE FOR DRAINAGE � _' PALE BROWN SILT RF^BR'C DRAWN BY: JF .j, ,.. I. ;�.� 16' Use (2) 8 foot dia, drywalls 9 feet deep a 18 feet SAND SM � `�' -�-- M'--"— ....:. _ a" PLAN VIEW 18' AL A` 5/25/2016 PALE BROWN FINE `� °� ` Driveway SAND SP PERSPECTIVE VIEW CONSTRUCTION ENTRANCE•FOUNDA11ONOFCOMPACTED SCALE: SEE PLAN 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED K,CA FILLTO 241 H SYLTFf N�R' W(min)ABOVE EXISTING GRADE FOR DRAINAGE. 36"MINIMUM 2X2 - WOVEN WIRE FENCE PENCE POST - (6X6.10lO WWF) U U XI TING GRADE 3380 Square feet =0 TEST BORING FBED FI TER MIN, SHEET NO: IMBED FILTER CLOTH-� 16, ' CROSS SECTION 3380 of x 2" x 1 a 563.3 Cubic feet MIN.6"INTO GROUND MIN. TEMPORARY CO N STR U CTI O N ENTRANCE WWMUDRAINAGE AREA McDONALD GEOSCIENCE 11a2ACRE/100LINEAR FEET NTS, 563.3cf/42.2 cf/ft a 13.3 lineal feet 05/15/2015 SECTION DETAIL Use (2) 8 foot diameter x 8 feet deep a 16 LF SILT FENCE DETAILS ` ` N.T.S. a DD JUN 2 0 2016 r. )ING DEPT. 62 64`60 Pc.fl 10, '12 -l.5 -14 7r 7, -17 7F, 73 e"� £I e2' £d ` F'> �, nn �4 c e3 F'} TOWN FSOiJMOLD F e is 20059120" , I �� �Y. 1 \ 1 1 + \ •\ 1 ! f r � i■. r7� Irir7♦/W •. •,. �3\ \ `��'M' -3 131 �`�3 14 re ■ rr►ir .nr..rri ro \ \ I I 1 1 1 \ 1 \ \ \ �\ \ \ \ \ . ` \ \ \ \ \ \ \ \ 1 1 I . ... ■ r.� p rr..� . . . �.. . .� . �.rr■ . ...... . ..... \ '\ \ \ \ \ ` \ o \\\ \ \ \ I I 81LT.FENCE ■ ■_r ■ .w ■ ■_. ■ ■._ ■ .. ■r. ■ ■ .�. _._■ . ._r . ._...L .l.r... ♦ +� I \ \ \ \ \ \ \ \ \ \ • \ ♦ 6'dre.X \ \ \ SILT FENCE 1 1 I It 1C�i�\\OF WALL-_ 1 \ \ \ + \, \ \ \ \ \ \ \ I I 1 1 1 ++ \ \ + \ \ • \ \ F h. 92' z \ \ + \ \ 1 I f f t I \ \ \ \ \ l ! I \ \ \ Le �- �. 11 . I ' 1 11 1 \ \ \\ \\ • \ \ \ I I I p W con (2)6'dls. 1 !1! Q r0 X 6'dear's PAF�KING �; � � 0 - � V \ 1 \ A + 1 0 I \ \ \ \ \ \ r \ !y ! r Q ,,,.. \ \ \ \ \ \ � \ \ \ \ 1 • \ \ \ \ � Jnr .� ♦/ ¢ n.� :'•` ti CON 1 \ \ \ \ \ \ 1 \ \ \E N cM INC ! a � ' � � . ` \ \ ` \ ` � / I ..NP It �'� �r i' ' _y I L , , + i 1 \ , I I 1 , + i i , \ + • \ NOTE: EXCAVATE TDf'801L E3ELOW ` " ■' a F '" + ` � � ` \ ` -`• � L 1 .• 1 \ 1 I 1 1 1 1 I + \ \ \ WOOD DECK t ARI OUND POOL % ` ` � I USU x x � Sale,k ` \ , 1 ► �� t FILL WITH 12 OF 9/4 ETON. 9,de \ I �1 I 11 I + I I I I I I ! I \ \ 1 1 i 1\• ` �'p \ 1 \ 1 1 I I , II I I I , I , I ► I I 1 \ \ \` \ JAL? .ENC r..rir.rl +...rrrlr■rrr r■.r. .rr f ! I L..\. .moi ■ ...ter r r.wr. r �w.�. r err. ■ �.w. r ® ■ �s ■ rte. ■ �. ■ �r.� r �. . .. 1"� 200'5i.11e�311 W 304,996" r I r 8I�',�... LAN 2. SCALE: I" ■ 20'-01' z Q0 Z z w toR , J X j M. T � CONCRETE * ri COVER `< M0 0 1. I c� n` i,.' tool D"NAGE PIPE(flee.) �•../� Lloyd Line Drainage CaIcuistiP.�n8 ;1j AS NOTED , BU1"SU FICIENTTY?K EP /A r /'�I r SEDIMENT ON SITE VJ r 1✓ r DARK BROWN SANDY - ma ,,, PREACHING RI RETE d- LEACHING RING \M, \ LOW OL p.� AS NOTED 1a`" UL �' ` ...... S— r CLEAN SAND fr S t is ,��': t,, y-: GRAVEL PILL Houee and Entry /Y/�Y�a jig W. ..`j L �..�.r.rr 0.51 Wl�l'1, A BROWN AND PALE BROWN _ _ __. _ r ■ . Ilk t. x 4300 8F x 2" x 1 • III cubic feet SILTY SAND SM �1 LEACHING POOL TY 1ICAL SECT ION I 8 foot diameter drgwell - 42,2 cf/ft PALE BROWN PINE N.T•5• SAND SP CONSTRUCTION ENTRANCE•FOUNCIATION OF COMPACTEO III cf/42.2 cf/ft a 18.99 LF �6 t 3/4"STONE BLEND OR N.Y STATE DOT.APPROVED RCA FILL To S 1•'(min)ABOVE EXISTING GRADE FOR DRAINAGE, PALE BROWN SILT "E.GHTOF r! R Fi1BRIC Use (2) 8 foot dia. drVwel16 9 feet deep 18 feet SAND SM GAP '. " j 1:. I DRAWN BY; ]F r� r .i •'....... —I!,V ...r I�1 ALI u' 3 E PLAN VI W PALE BROWN PINE ` ` 6/19/2016 t7riveway - SAND SP p�a�P�criv�vi Ew ENTRANCE RNXSTAFOUNDATIONOFCOMPACTED SCALE: SSE PLAN 2""1'1 NAYMI4MID/OR 1/4"STONE BLEND OR M.Y.STATE pO.t APPROVED RCA FILL TO 611.t rf CING 1S°(m1x)ABOVE EXI NG GRADE FOR DRAINAGE. 6'A1INIIMUM?XZ � WOVEN WIRE PENCE IFNCIE POST 3380 Squars feet (6X6.10NQ WWf) xwy� ERI Nu GsRADE 3380 of x TEST BORING FBED FI IR sl nnM 6, SHEET '^ cR©�s sEcnaN E ET N 0: EMBED FILTER CL , 2 x 1 563.3 Cubic feet MIN.6'INTOGROUND MIN, +� W"UMDRAINAGEARFA TEMPORARY CONSTRUCTION ENTRANCE 563.3cf/42.2 cf/ft ■ 17.3 lineal feet McDONALD GEOSCIENCE 1n ACRE/100UNCARPIET N.T.S. 05/15/2015 EC"IONDE,TAIL Use (2) 8 foot diameter x 8 feet deep . 16 LF SILT FENCE D ETAI LS N.T.S. b.�., SIV MAP OF �O HONEYSUCKLE HILLS FILE No. 7019 FILED OCTOBER 16, 1981 SITUATE �yA MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK O GESS) S.C. TAX No. 1000-99-03-4.3 N® TAN $ervic SCALE 1"=40' artment of Heb JANUARY 29, 2016 By Suffolk County Dep ARE o�p°AREA AREA = 34,126 sq. ft. is) /'1 .40 0.783 ac. 1 air1J s+ l�.a 1Ll� i�t�vvi V��� Required Submit P . Or R, . Certification di For Ins' =" ;4 Iel 9onstruction O r pproval. Use orm WWM-073. /J�'*3"'/ NOTE EL 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 12 EXISTING ELEVATIONS ARE SHOWN THUS:BSG PROPOSED ELEVATIONS ARE SHOWN 116THUS: � / / / / / / / / / / / / / / / EXISTING CONTOUR LINES ARE SHOWN THUS: —— 3� // // /% / /• /7A 2. ZONING USE DISTRICT: R-40 3. MINIMUM SEPTIC TANK CAPACITY FOR 6 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA., S' LIQUID DEPTH MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. '3/ //j j j/ •� /j / /+yo •./.r./. f / n 1 P004 16' DEEP. 8' dia. / / /. /� ♦I PROPOSED 50% FUTURE EXPANSION POOL ' %% //•�,/ /�/ ��/. �J��6. / ( I X76 / / ®PROPOSED 6' DIA. K 16' DEEP LEACHING POOL WITH 6' REINFORCED TRAFFIC i i /i �' �'•/ •%Oo�G�y // / I I / COVERS AND HEAVY DUTY LACKING CAST IRON COVERS TO GRADE 8o PROPOSED 1,500 GALLAN SEPTIC TANK WITH B' REINFORCED TRAFFIC �J/•/ \ / l I 6\ COVERS AND HEAVY DUTY LACKING CAST IRON COVERS TO GRADE 60' / ��'y/"��J'/�O� A / i / l / l / 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. THERE ARE NO DOMESTIC WATER WELLS WITHIN 150 FEET OF PROPERTY. 67 j O /• / p —— // / / / 6. IF CLAY IN THE LEACHING POOL AREA IS FOUND, R MUST BE fib •� Y/ / / / _ "yp, / / EXCAVATED AND REPLACED WITH CLEAN SAND. 7. PROPOSED DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS-( 56 ��' 72' // / / / /// / / / // TEST HOLE DATA (TEST HOLE DUG BY AfrOONALD GMSCMVCE ON ANY 15, 2015) Fuv.e4.0' 0. _90 BW BROWN swot LOAMa 76- BROWN wm PALE BROWN sdn sANo sr n— \ p'P�n o r0 so— GprGZ O 63-- / / 0` P00\/ \ 1 i ` PALE BROWN FMSAND SP PALE BROWN Sur SAND SM ppMl PALE BROWN FINE swm SP II M 24' ow T I y►r PR 0.0- %1041011 GNC' \ES 1h jw. c `no PROPOSED CONCRETE RETAINING WALL DETAIL E 1ET yo,p� I t� O \ 15 �S�5 d Op FINISHED GRADE 6. S I W.02 / u gE�c� E y G `� I t• \ / 5 6L �'� F 1 t•N ,€�g20 / \ / � \N��� 00w �tn�tn T ' e REBAR R O 12'O.C.No. 5 REBAR N �i C1 p ' \ WATERPROOFING PRIOR ./ / / /y/ M\ W/ . / /�A35 e►� aP -„in os rdD TO BACKFILLING � -n 60 n .� C'7. 1 • o �� ( / pSEo /EL 920 (—_ /i �1 90 rn O {�� 'e I FINISHED GRADE I• / / / "q /j'/' 1j� �•''� 30' SPLICE,, O"� / / / / a �' • 140 '�,1"(� •' - No. 5 REBAR O 12'O.C. Ct c i eq / ,1 V/ aP .moi "i 1 CYC OIN REQUI2'—°' SPEC NOTES. F R SANITARY SYSTEM 1. CONCRETE: 3,500 pal alp 1n1ralned BY HEALTH DEPARTMENT ti� 2. STEEL 60 kel epoxl coated F� 3. ENGINEER OR ARCHITECT TO INSPECT REINFORCING \A PRIOR TO PLACING CONCRETE. uG WN ,p AILS � O �y v0 2 DEPARTMENT OF HEALTH SERVICES SUFFOLK COUNTY �Ar PERMIT FOR APPROVAL OF CONSTRUCTION FOR P ``� ► SINGLE FAMILY RESIDEtyCE ONLY H.S. REF. No• DATE APPROVED BEDROOMS FOR MAXIMUM OFF OF APPROVAL IF I S C H ]ETT I EXPIRES THREE YEARS FROM EN 0 W EEPRi Joseph Fl5chettl, FE NOTE: 1725 Hobart Road Southold NY 11971 THIS SITE PLAN WAS PREPARED FROM A SURVEY BY NATHAN Telephone: 631 765-2954 TAFT CORWIN SURVEY LAST DATED OCTOBER 20, 2015 P 105Cph@fl5chetti.com SURVEY FOR �Q 470 LLOYD'S LANE LLC LOT 3 MAP OF HONEYSUCKLE HILLS FILE No. 7019 FILED OCTOBER 16, 1981 SITUATE MATTITUCK �,Q TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK •p A - EAS S.C. TAX No. 1000-99-03-4.3 AATIO SCALE 1"=40' /iii Eft Gf APRIL 14, 2015 AUGUST 3. 2015 ADD PROPOSED HOUSE SEPTEMBER 17, 2015 RELOCATED PROPOSED HOUSE OCTOBER 20 2015 REVISED MAP APRIL 9, 2016 ADD 50' BLUFF SETBACK MAY 20, 2016 ADD 25' NON-TURF BUFFER do ASSOCIATED PROP FENCE � i 4v AREA = 34,126 sq. ft. lol / / /AB �'"�► 0.783 ac. i / CERTIFIED TO: % 470 LLOYD'S LANE LLC STEWART TITLE INSURANCE COMPANY NATIONAL LAND TENURE COMPANY, LLC /, ,,//// / 1. ELEVATIONS ARE REFERENCED TO H.G.V.D. 1929 DATUM / ,//// •11 0' EXISTING ELEVATIONS ARE SHOWN THUS:BS.O `IFPROPOSED ELEVATIONS ARE SHOWN THUS: 4. EXISTING CONTOUR ONES ARE SHOWN THUS: ———99——— ` //, 2. ZONING USE DISTRICT: R-40 /, ///j / //j/ //j CC/ / / /// / 1, •�(•;•r; / 01 3. MINIMUM SEPTIC TANK CAPACITY FOR 6 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA., 5' LIQUID DEPTH 'x ///// ✓,r;•',.••.•(• 16 MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq H SIDEWALL AREA. / /' / // /% 'l�••••'x• •f.•1 , Tt 1 POOL 18' DEEP. 8' dia. / // /.' .f. •:!�•'...'•' / PROPOSED sox FUTURE EXPANSION POOL /16 / // , ,/ / , '/ /c4'tl_J''• /19 ®ANBD HEEAAVY DUTY WOCIUN CAS IRON WITH 11' GRADE TRAFFIC PROPOSED 1,500 GALLON SEPTIC TANK WITH 8' REINFORCED TRAFFIC / / / /.'. '•' iJ•' COVERS AND HEAVY DUTY LOCKING CAST IRON COVERS To OWE 4. THE LOCATION OF WELLS Tia✓//T"� "` %:� 0�.'••/ �/ / OBSERVATIONS AND/0R DATA OBTAINED FROM OTHERS.S SHOWN PROPERTY.FROM FIELD S� /N�� •••:�- � / •�• ••,,r••,• • �F 0 �, / / // � THERE ARE NO DOMESTIC WATER WELLS WITHIN 150 FEET OF PROPER . 6. IF CLAY IN THE LEACHING POOL AREA IS FOUND, R MUST BE �� Afl •'•j;•,•;•�''• •� /// ,.may EXCAVATED AND REPLACED WITH CLEAN SAND. 7. PROPOSED DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:`_ •y '/ lool' TEST HOLE DATA (TEST HOLE DUG BY Lp ON MAY 15, 2015) ELEV.94.0• a, DARK aroNN SANDY Lar a e ORDNN AND PILE BROWN SILTY SAND SM /Y 61 TJ � // /, / \ x1, i •• PILE BRDNN FSE SNm SP 64 �t set/ \ r PALE 81101101 SILTY SAND SM :AAAA ..:• .. HE BRartR FINE sANo SP AAAA rk 115 dl.".pi� � g V"4Y CA x l � b•: /� A w xk x1-90 �5 tiy�OP ex , N �yL CIF PROPOSED CONCRETE RETAINING WALL DETAIL S s+ x DICT TO Sall) FlNSHED GRADE �►-=—� \ A .. �, •LII` PREPARED WITH THE MINIMUM No. s REBAR g,+- 0 ' ST FGR A//r[g@�!PPR AS ESTABLISHED AND ADOPTED • e O 12'O.C. I � '� IBM STATE LAND EBAR WATERPROOFING IW O•12'O.C. ? '?V ` `AFT Ory TO 2 7- FINISHED GRADE .L 30•SPLICE No. 5 RFBAR O 12'0. ,,, 40- o P / N.Y.S. Lic. No. 50"' at z UNAUTHORIZED ALTERATION OR ADDITION Nath Corwin TO THIS SURVEY IS A VIOLATION of SECTION-.0. 72LA OF THE NEW YORK STATE Land Surveyor " 2' 12' EDUCATX)N LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR �� EMBOSSED SEAL SHALL NOT BE CONSIDERED X. 1, CONCRETE: 3,500 psi air Intralned To BE A NAUD TRUE COPY. Successor To: Stanley J. Isaksen, Jr. LS/ 2. STEEL 80 ksl epoxl coated CERTIFICATIONS INDICATED HEREON SHALL RUN Jose;A In a n0 3. ENGINEER OR ARCHITECT TO INSPECT REINFORCING p g g L.S. PRIOR TO PLACING CONCRETE. ONLY ro THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS TALBEHALFAG NC THE Title Surveys — Subdivisions — Site PbnsITTLE •,; SANITARY SYSTEM AND RETAINING WALL DESIGN BY: LENDING��'` E�A�AND TO THE SS04 TION LITHE HEREON.AND PHONE (631)727-2090 ro THE ASSKxtEE.S of THE LENDING uasTT- � ) , JOSEPH FISCHETTI, PE iUT1ON•CERTInCATKM AM Nor OFFICES LOCATED AT 1725 -HOBART ROAD THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road SOUTHOLD, NEW YORK 11971 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. i SURVEY FOR 470 LLOYD'S LANE LLC LOT 3 MAP OF HONEYSUCKLE HILLS FILE No. 7019 FILED OCTOBER 16, 1981 SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-99-03-4.3 SCALE 1"=40' APRIL 14, 2015 AUGUST 3, 2015 ADD PROPOSED HOUSE SEPTEMBER 17, 2015 RELOCATED PROPOSED HOUSE APRIL9,OCTOBER 0REVISED 016ADD 50' BLU FSETBACK MAY 20, 2016 ADD 25' NON-TURF BUFFER & ASSOCIATED PROP. FENCE AUGUST 17, 2016 ADDED LOT COVERAGE AREA = 34,126 sq. ft. 0 0.783 ac. CERTIFIED TO y� 470 LLOYD'S LANE LLC 0 qx� STEWART TITLE INSURANCE COMPANY 0 WppD NATIONAL LAND TENURE COMPANY, LLC a\G1� .NOTES, ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:-QU •q PROPOSED ELEVATIONS ARE SHOWN THUS: MH 4.0EXISTING CONTOUR LINES - iI0 / /�4 Q�g i�1`,Ag�A 3. MIINIM2. U USER-40 ICTTANK CAPACITYESHOWN FOR6 BE ROOMHOUSE 15 1,500 GALLONS. I TANK; 8' DIA., 5' LIOUID DEPTH Eg�rCgEA� MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. gE� g,Fi I POOL; 16' DEEP, 8' dia. & PROPOSED 50% FUTURE EXPANSION POOL PROPOSED 8' DIA. X 16• DEEP LEACHING POOL WITH 8" REINFORCED TRAFFIC � / / / // / // /// •.�G3 ��cyp COVERS AND HEAVY DUTY LOCKING CAST IRON COVERS TO GRADE / / / j j///// % /%j jA6yy PROPOSED 1.500 GALLON SEPTIC TANK WITH 8' REINFORCED TRAFFIC COVERS AND HEAVY DUTY LOCKING CAST IRON COVERS TO GRADE / 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD /% //j/ //// / %/ /5A / M OTHERS. / / / / / / / // // /56 THERE ARE NO DOOBSERVATIONS MESTIC WATER WELLS WIOR DATA OBTAINED THIN 5THIN 150 FEET OF PROPERTY. /6 �' ��63 B. IF CLAY IN THE LEACHING POOL AREA 15 FOUND, IT MUST BE EXCAVATED AND REPLACED WITH CLEAN SAND. 7. PROPOSED DRYWELS FOR ROOF RUN-OFF ARE SHOWN THUS: 11_j X65 LP N LP LOT COVERAGE OVER BUILDABLE LOT AREA yA6� //// j �/ /�/ ///��/ �f,:•:;�.'.(: /�5 0 (LOT AREA LANDWARD OF TOP OF BLUFF = 31,650 sq. ft.) Xv DESCRIPTION / Pol // �o�, •�:•.. . . .j AREA % LOT COVERAGE Ali // j / / / / y :� :��� •• / HOUSE 3,187 sq. ff. 10.1% i6j/ % / / .A�/ / j/ /.�✓';r�.•��FE•.:.l.'• Al X16 POOL 480 sq. ff. 1.4% €'kverf DECKS 1,866 sq. ft. 5.9% so 65�/ ,r._ -r''r'. •. o �f BRIDGE 255 sq. ft. 0.8% sk TOTAL 5,788 sq. ft. 18.3% 49 sq- -55 JA AUG 2 3 2015 TB-'�_ /�'i� ii j/ / / \ \ y� O TEST HOLE DATA �/i /X \ Tg� / // / / \ (TEST HOLE DUG BY Mc DON rD O I NCC-ON MAY 75 1' DINO B: PT. N 'C 80�' ELEV.94.0' v li 1 L ' / / \ o' $I— / / e - / p \\ \ MRK BROWN SONOTU Y IOL OF SO j 11OLD qqq 1 a a A BROWN AND PALE BROWN SILTY SAND STA T 1 \ \5S 6(" ..\ PALE BROWN FINE SAND SP VA- opr 41.0 pY' ......FI a PALE BROWN SILTY SAND sN 4 \ I t::::. X 7777 m \ `, / / SY'• \G �Of! PALE BROWN FINE SAND SP O�Jc�F. !• Ix I q1 Y / aM` EN 9t�� 54�p x o I \ SYL /. / \/ ,y/ �b cl �,� 24' ��P�6 110^ i f ��b ;. •f� 2a °;' E 3 6 o W �� NDN' 6,:' ;.. ,.fir V •� W1 ex .•>••' + X96 •N s �•, ,y / Sys �6°• PROPOSED CONCRETE RETAINING WALL DETAIL (NOT TO SCALE) "' ✓ // / / ig0 � ..8.-• J FINISHED GRADE - 01 q� u sI i _+T55f •OLE' i i /� / /�O No. 5 REBAR CJS / .••_ I ' M / O 12' O.C. I 0> . d.3x 1\ I as \— /•. /: Y""'' / / No. 5 REBAR a' WATERPROOFING PRIOR3 0 12' O.C. D TO BACKFILLING1. A ro10 P4 % Q gJC WP • + ' FINISHED GRADE 1351e5 30' SPUCE No. 5 REBAR O 12'D.C. u o �B WP1Ea 0 w, •a. s 1 0000, °W�`yVG m z Q�e �O 1 1345 NOTES, 1. CONCRETE: 3,500 pal air Intralned 2. STEEL: 60 ksl epoxl coated 3. ENGINEER OR ARCHITECT TO INSPECT REINFORCING PRIOR TO PLACING CONCRETE. p1� SANITARY SYSTEM AND RETAINING WALL DESIGN BY.- `y.?eJ�� JOSEPH FISCHETTI, PE 1725 HOBART ROAD o5�y SOUTHOLD, NEW YORK 11971 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Ldc. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFr*r` r` v SECTION 72OF THE NEW YORK STATE LA EDUCATION LAW. Nathan Taft -,iC �r win iii COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesp P.P. New York 11947 SURVEY FOR 470 LLOYD'S LANE LLC LOT 3 MAP OF HONEYSUCKLE HILLS FILE No. 7019 FILED OCTOBER 16, 1981 SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK S.C. TAX No. 1000-99-03-4.3 SCALE 1 "=30' APRIL 14, 2015 AUGUST 3, 2015 ADD PROPOSED HOUSE 111--- SEPTEMBER 17, 2015 RELOCATED PROPOSED HOUSE OCTOBER 20, 2015 REVISED MAP Fpo APRIL 9, 2016 ADD 50' BLUFF SETBACK MAY 20, 2016 ADD AUGUST 177,2016FADDEDELOT COVEERAGEED PROP. FENCE OPSR OCTOBER 14, 2016 FOUNDATION LOCATION 11\G"� AREA = 34,126 sq. ft. `' 0.783 ac. � 14 AgE o� Age A jj2 0 SEgv�gE AT1 CERTIFIED T0: 470 LLOYD'S LANE LLC STEWART TITLE INSURANCE COMPANY NATIONAL LAND TENURE COMPANY, LLC °/ //' ' NOTES: a 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 95.0 j55b ° S EXISTING CONTOUR LINES ARE SHOWN THUS: —— —95——— 56 �pSiR ��� 2. ZONING USE DISTRICT: R-40 j60y�a'�"�$� 6 cp t `� 68 Q�o� 9 2 o D ,�, 1CIA D AAs,/ / / j// / // / j / /off / / / / / )o/ // / / / / / / / / / / / , /� / /. 14 cs► DEC - 6 2016 t Ar ING DEPT D /;.•. .•.•. . ISUIL • �5a/ ///j/ ,/ / / / � � . . ' ..a;>f :•:/: ' /11 TOWN OF SOUTHOLD Ay z Is 50 8 60 x 6a/ / / f•/ ' { O �� 0 8 / / / /67, u LQ lw- 1721 // / 74­1°� 75 i / / / / ' h / —90 / 76_ 79 6o� '_� AOS O 882�i / / / / // Z O rn GRE��N 0 5 o jN0 PP110 N I od- 0,o / / `'0 10 f O�NOP 'q�+ Q I 01. wo i / G ro, ul _A5 Z ^ 0°o v+ �g0 01 1 80k °0 6 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY T STATE LAND TITLE ASSOCIATION. P�E� -, 4� t G 7- N.Y.S. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin l l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor or COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF THE EXISTENCE OF RIGHT WAYS 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY FOR 470 LLOYD'S LANE LLC LOT 3 MAP OF HONEYSUCKLE HILLS FILE No. 7019 FILED OCTOBER 16, 1981 SITUATE MATTITUCK TOWN OF SOUTHOLD 0� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-99-03-4.3 SCALE 1"=30' APRIL 14, 2015 Y� AUGUST 3, 2015 ADD PROPOSED HOUSE 111 SEPTEMBER 17, 2015 RELOCATED PROPOSED HOUSE OCTOBER 20, 2015 REVISED MAP Opo APRIL 9, 2016 ADD 50' BLUFF SETBACK MAY 20, 2016 ADD 25' NON-TURF 2016ADDEDERASSOCIATED PROP. FENCE 17, LOT COVERAGE OOCTOBER 14, 2016 FOUNDATION LOCATION Vodx\ AREA = 34,126 sq. ft. 0.783 ac. REAS A EA R 0 o eo1�� SER E�RE 100 CER TIFIED TO: 470 LLOYDS LANE LLC STEWART NATIONAL TITLELAND (TENURE CCOMPANY,N LLC NOTES: F7 5� 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: D jf EXISTING CONTOUR LINES ARE SHOWN THUS: 2. ZONING USE DISTRICT. R-40 0 P � 1 TO triii OF SO 01 tl DII'D 0° LP SUFFOLK COUNTY CSFA;RTIVT OF 11471TH r' APPROVAL Or'C04IUCTED WOrKS FO^ A SWGL'r.:FAWLY FZESIOENCE e�J•�,�:�.•.•.•.•.•.•. .••.••.�.. Cl�fnDEC2 2 2017 DE_ H.S.reef. No._R( � �/6 . 00071 , ' • ' s�� nl fa �:tie3 at thi 1 w/or �.,. P. Y ci S CMon h�V�bin �; t.i:. •.�• : \. ::..•� _ J�o ct•.r,,:;;;,, r-,p��,m�r,!or other at"'n�^z and f ,*;. . . F05 l M�}J�iCi�t4ry FUi�A P,4=3:1 v?n OF _ gEDa00M5. found to om . L •� °� \'�, , SUDJECT TO CGVZNANTS RESTRICTIONS LICEP / Z. 9 o y PAGE S _.. . 0. \ 4ory�. \\ ��C SEPTIC SYSTEM TIE MEASUREMENTS 100 o HOUSE HOUSE CORNER [Al CORNERF15] GPI' SEPTIC\\ NSE PR°UNO pEGK 159 �� TANK 19' 14.5' COVERLEACH GAN a O COVERING POOL 44' 34' Po°� LEACHING POOL , yc 1NpROoAo COVER 2 32 19.5 `L �% N. yO> LEACHING POOL � , �� 6PRBEG�E COVER 3 50 36' �8�°S�pS Rr' of°\` (EPS S° 6 R 6�i Qp°v Pte° i i ��pOF °EGK 5�OR0�S6 o R000 P°�cN Q No fRPME 'rn. v+ 4� 318 f 0401- 15, CrIA c� �S w E11 P° u. Gt/L Gj�O`Z`OJ�� 15iE°U\S1 p�R Q moo. cON: Na�� P K• `�� � Coto. OD.'. •..a •'. •. p6 sop, • zA �P P .°.. . .. � v. .� R­�1a5A \. ;•. .. `pQ°1S. `�'EOG�NP1 of a t' V� 00 �,,�� 'd;n. • gip•• 5 16p' 00 Or, �e �` W � • q�' a , EiE N 001 \\ 8 ,• 0 �O Y1P�� 0. `µP:\�f- g�FzPtNPP 'Fc. 4 0�0 o��,0� PPE/ ode epx PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW Y0,RK-STATE LAND TITLE ASSOCIATION. tER 1tJ P,�OF NSW Y �1�G PtER COQ \N < S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF G SECTION 7209 OF THE NEW YORK STATE Q`, or oy�F QJ III EDUCATION LAW. Land Su COPIES OF THIS SURVEY MAP NOT BEARING Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 0 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE M . ^"""" 113379279 TERESI CONSTRUCTION INC PO BOX 2488 SOUTHAMPTON NY 11969 Scan to Validate POLICYHOLDER CERTIFICATE HOLDER TERESI CONSTRUCTION INC TOWN OF SOUTHOLD 174 WAKEMAN ROAD 54375 ROUTE 25 HAMPTON BAYS NY 11946 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12303517-3 479290 09/30/2015 TO 09/30/2016 6/12/2016 I THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2303 517-3 UNTIL 09/30/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 09/30/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT GASPER TERESI TERESI CONSTRUCTION INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER. 703584187 U-26.3 I i D LC�COVL� New York State Insurance Fund D e Workers'Compensation&Disability Benefits Specialists Since 1914 SEP r 9 2016 8 CORPORATE CENTER DR,3RD FLR MELVILLE,NEW YORK 11747-3129 BUIIMING DEPT• CERTIFICATE OF WORKERS' COMPENSATION INSU;► 9FSOUTHOLD a. * 'a ^^^^^^ 113379279 TERESI CONSTRUCTION INC PO BOX 2488 SOUTHAMPTON NY 11969 ❑ Scan to Validate !r POLICYHOLDER CERTIFICATE HOLDER TERESI CONSTRUCTION INC TOWN OF SOUTHOLD 174 WAKEMAN ROAD 54375 ROUTE 25 HAMPTON BAYS NY 11946 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12303517-3 479290 09/30/2015 TO 09/30/2016 9/9/2016 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2303 517-3, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW NYSIF.COWCERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT GASPER TERESI TERESI CONSTRUCTION INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE'AFFORDED BY THE POLICY. ' r NEW YORK STATE INSURANCE FUND - U DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:703584187 U-26.3 J i REScheck Software Version 4.6.2 Compliance Certificate APR 21 2017 DD BUILDING DEpT. Project 15-1002 Drazic %��:- ,,:, -` s�as�R'NOFS06 LD 1?`" <> Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family t%:: 't � '41 Project Type: New Construction �v Conditioned Floor Area: 2,827 ft2 GlazingArea 32% ' r1P uxW ":,; 08/01/16 0 Climate Zone: 4 (5750 HDD) Permit Date. Permit Number: Construction Site: Owner/Agent. Designer/Contractor: 470 LLLOYDS LANE Resolution: 4 Architecture Simplex Industries, Inc. MATTITUCK, NY 11952 150 West 28th. Street 1 Simplex Drive Suite 1902 Scranton, PA 18504 New York, NY 10001 Wt - 'TAW , Compliance: 7.4%Better Than Code Maximum UA. 612 Your UA. 567 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1• Flat Ceiling or Scissor Truss 2,827 31.6 0.0 0.034 96 Ceiling 2: Flat Ceiling or Scissor Truss 275 30.0 0.0 0.035 10 Wall 1:Wood Frame, 16"D.C. 540 21.6 0.0 0.057 25 Window: 131:Vinyl/Fiberglass Frame, Double Pane with Low-E 11 0.240 3 Comment: Andersen Window: 132:Vinyl/Fiberglass Frame, Double Pane with Low-E 47 0.240 11 Comment:Andersen Window: 133:Vinyl/Fiberglass Frame, Double Pane with Low-E 11 0.240 3 Comment:Andersen Window- 128• Vinyl/Fiberglass Frame, Double Pane with Low-E 28 0.240 7 Comment: Andersen Wall 2: Wood Frame, 16"o.c. 140 21.6 0.0 0.057 1 Window: 101-B:Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.240 8 Comment:Andersen Window: 101-A:Vinyl/Fiberglass Frame, Double Pane with Low-E .83 0.240 20 Comment:Andersen Wall 3.Wood Frame, 16" o.c. 356 21.6 0.0 0.057 13 Window: 105:Vinyl/Fiberglass Frame, Double Pane with Low-E 43 0.240 10 Comment:Andersen Door- 106:106: Glass 83 0.260 22 Comment:Andersen Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename: EApaul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Pagel of 8 Drazic\Cal cs\ResCheck\15-1002.rck Wall 4:Wood Frame, 16" o.c. 428 21.6 0.0 0.057 3 Door: 107: Glass I`df; ~ ` 62 0.260 16 3; f1 ;•` Comment: Andersen Door: 108: Glass ,i' °� %�`� 62 0.260 16 Comment:Andersen Door: 109• Glass ( ' ";., 62 0.260 16 Comment:Andersen Door: 110: Glass 62 tt , <• ` .� •,, J � 62 0.260 16 Comment:Andersen Door: 111: Glass �;'� 'Iti; r,�' 'Y` ll/ 62 0.260 16 Comment: Andersen ,` �;R)/ `�'r���til'':;''f 08/01/16 Door: 112. Glass 60 0.260 16 Comment:Andersen Wall 5: Wood Frame, 16" o.c. 540 21.5 0.0 0.057 26 Window- 115.Vinyl/Fiberglass Frame, Double Pane with Low-E 11 0.240 3 Comment:Andersen Window- 116.Vinyl/Fiberglass Frame, Double Pane with Low-E 52 0.240 13 Comment: Andersen Window: 117.Vinyl/Fiberglass Frame, Double Pane with Low-E 11 0.240 3 Comment:Andersen Window- 118:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.240 4 Comment:Andersen Wall 6 Wood Frame, 16"o.c. 140 21.6 0.0 0.057 7 Window- 119:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.240 4 Comment:Andersen Wall 7: Wood Frame, 16"o.c. 270 21.6 0.0 0.057 14 Window- 120:Vinyl/Fiberglass Frame, Double Pane with Low-E 10 0.240 2 Comment:Andersen Window: 121:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.240 4 Comment:Andersen Wall 8: Wood Frame, 16"o.c. 286 21.6 0.0 0.057 12 Window: 122:Vinyl/Fiberglass Frame, Double Pane with Low-E 17 0.240 4 Comment:Andersen Window: 123.Vinyl/Fiberglass Frame, Double Pane with Low-E 45 0.240 11 Comment:Andersen Window: 124•Vinyl/Fiberglass Frame, Double Pane with Low-E 17 0.240 4 Comment: Andersen Wall 9•Wood Frame, 16" o.c. 86 21.6 0.0 0.057 3 Door- 125. Solid 42 0.270 11 Comment:Andersen Wall 10: Wood Frame, 16" o.c. 140 21.6 0.0 0.057 7 Window: 126:Vinyl/Fiberglass Frame, Double Pane with Low-E 8 0.240 2 Comment:Andersen Window: 127:Vinyl/Fiberglass Frame, Double Pane with Low-E 14 0.240 3 Comment:Andersen Basement 1. Solid Concrete or Masonry 260 11.0 10,6 0.034 9 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 2: Solid Concrete or Masonry 36 11,0 10.6 0.034 1 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8 7' Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename: E:\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002- Page 2 of 8 Drazic\Calcs\ResCheck\15-1002.rck Basement 3. Solid Concrete or Masonry 343 11.0 10.6 0 034 12 Wall height: 8.7' Depth below grade: 8.7' Insulation depth 8.7' Basement 4. Solid Concrete or Masonry 135 11.0 10.6 0.034 5 Wall height: 8 7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 5• Solid Concrete or Masonry 343 11.0 10.6 0.034 12 Wall height: 8.7' Depth below grade: 8.7' Insulation depth. 8.7' Basement 6. Solid Concrete or Masonry 448 11.0 10.6 0.034 15 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 7• Solid Concrete or Masonry 177 11.0 10.6 0.034 6 Wall height: 8.7' Depth below grade- 8.7' Insulation depth- 8.7' Basement 8: Solid Concrete or Masonry 36 11.0 10.6 0.034 1 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 9• Solid Concrete or Masonry 343 11.0 10.6 0.034 12 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 10: Solid Concrete or Masonry 135 11.0 10.6 0.034 5 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 11 Solid Concrete or Masonry 260 11.0 10.6 0.034 9 Wall height: 8.7' Depth below grade: 8,7' Insulation depth: 8.7' Basement 12: Solid Concrete or Masonry 448 11.0 10.6 0.034 15 Wall height: 8.7' Depth below grade: 8.7' Insulation depth. 8.7' Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Paul B Walker- Draftsman gaid,61 WeAc" 6-20-16 Name-Title Signature Date \r 4i" � 1113 t: i'`• 0 10 f. 54:;`"t�� ;''/08101/16 Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename E:\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Page 3 of 8 Drazic\Calcs\ResCheck\15-1002.rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where'compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? I Comments/Assumptions & Reg.ID — 103.2 Construction drawings and .r ; `• va->; •, �;,: omplies (PR1)1 documentation sufficiently s �•; _' ❑ r<�• ., ,:. -•�• Does Not demonstrates energy cod compliance for the building e r µ(#c #.: °r itr - "�; ❑Not Observable envelope "' v. '; ,#=4" �' • Not Applicable 103.2, Construction drawings and ❑Com lies g e p 403.7 documentation sufficiently p. �� �'z'.,;y;,� .~ �`.r ``;`�"��-V,::,�>.: Does Not PR3 ' demonstratesenergy ( l code ❑Not Observable compliance for lighting and 4ip g 9 <• mechanicals stems.Systems :i,, , x �, r• -gym w`-aA� Applicable serving multiple dwellingunits •,�;., �• `��s�,.r+r�,f'?�;t. .�}1s�;`•� must demonstrate compliance .r Y a... I n 'b. with the commercial code. ���,` _;:^',.y,,,. ''_?;. ` ��u.:`�`�• 403.6 Heating and cooling equipment is; Heating: Heating. ;❑Complies (011212 sized per ACCA Manual 5 based Btu/hr Btu/hr "❑Does Not 91-- on loads per ACCA Manual J or ' Coolin Coolin other approved methods. g g' ;❑Not Observable Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: [.1-1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename: E:\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002- Page 4 of 8 Drazic\Calcs\ResCheck\15-1002.rck Section # Foundation Inspection Complies? Comments/Assumptions & Reg_ID 303.2.1 Exposed foundation insulation ❑Complies [1`011]2 protection. ❑Does Not l ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 ❑Does Not $� ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename: E:\paulVump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Page 5 of 8 Drazic\Calcs\ResCheck\15-1002.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions __ 402.4.4 Fenestration that is not site built j��-- . - ❑Complies [FR20]' is listed and labeled as meeting ,.,' ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 P"'" r• ' or has infiltration rates per NFRC r° "�� -kgu [:]Not Observable 400 that do not exceed code "` "' ' ❑Not Applicable ' : limits. 402.4.5 IC-rated recessed lighting fixtures°"� :-',s a ❑Com lies FR16 2 sealed at housing/interior interior finish ❑ p [ 1 9/ =z.;` ! y.•.::f' Does Not and labeled to indicate&It;= 2.0 N' +,x ' ❑Not Observable cfm leakage at 75 Pa. ;'" �{•.: t ❑Not Applicable M,' " '' 403.2.2 All joints and seams of air ducts, :_; ❑Complies [FR13]1 air handlers,filter boxes, and ❑Does Not building cavities used as return ducts are sealed. :w? ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ^: r" ❑Not Observable % ? ❑Not Applicable _ 403.3 T HVAC piping conveying fluids R- _ R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to R-3. ;❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ^❑Complies — [FR18]2 pipes are insulated to R-2.. ❑Does Not mk ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are .'d s; r. 'Y} :fk ❑Complies [FR19]2 installed on all outdoor airy t; `` ;'• ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15-1002 Drazic Report date. 06/20/16 Data filename: E:\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002- Page 6 of 8 Drazi c\Calcs\ResCheck\15-1002.rck Section # Insulation Inspection Complies? Comments/Assumptions 303.1 All installed insulation labeled or —❑Complies [IN13]2 installed R-values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename: E:\paul\ump Drive info\Paul\Side Work\2015\Simplex\15-1002- Page 7 of 8 Drazic\Calcs\ResCheck\15-1002.rck Section Fieid Verified # Final Inspection Provisions Plans Verified Value Value Complies? Comments/Assumptions 402.4.2, Building envelope tightness ACH 50 = ACH 50= ❑Complies 402.4:2.1 verified by blower door test result :❑Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This ❑Not Observable y. requirement may instead be met via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation ; Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies (FI4]1 construction with maximum ❑Does Not leakage of 8 cfm to outdoors, or 12 cfm across systems. For ❑Not Observable rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ~. '- ❑Complies [Flg]2 installed on forced air furnaces. r" ❑Does Not as ❑Not Observable "❑Not Applicable 403.1.2 Heat pump thermostat installed Complies ❑;.�a4�, �% ,;�As�s y,,;���3 ,��-• p iXv.i , [FI10]2 on heat pumps. r':g.5';,�fµ„� 'w•{Cs� X F. `� •,.{k UDoes Not AV) ,� ,z •: ❑Not Observable ;:�., ?b�`.ne:`:• -''�. `;�> .�:T� '"•' ❑Not Applicable 403.4 Circulating service hot water ❑Complies [Fill] systems have automatic or ❑Does Not accessible manual controls. t) g. , ❑Not Observable (� _< : ' }'�� `" `' ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7] .. ;°; ;: 1 �' Does Not ❑Not Observable '`f`'r'' ❑NotApplicable —____— ._-__--------- ---�,•----�� '>- �>'� '' ❑Complies 303.3 Manufacturer manuals for OF ❑ [FI18]3 mechanical and water heating � Mid. ,- •yy` ;�:,,a� ..,�-;.. :f: ,, Does Not equipment have been provided. !� � •,' = ��`�;' -": z s.•, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2)_ 3 Low Impact(Tier 3) Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename: E:\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Page 8 of 8 Drazic\Calcs\ResCheck\15-1002.rck 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Above-Grade Wall 21.50 Below-Grade Wall 21.60 Floor 0.00 Ceiling / Roof 31.60 Ductwork(unconditioned spaces): o•. Window 0.24 Door 0.26 • y • . •• • • • S.Vii' Heating System: Cooling System: Water Heater: Name: Date: Comments V 0"_ REScheck Software Version 4.6.2 Compliance Certificate Project 15-1002 Drazic �P Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family 't1;: :, mil Project Type: New Construction n` Conditioned Floor Area: 2,827 ft2 �. «t�z;:;t '�;V, Glazing Area 32% )LIP,v r1� 08/01/16 Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 470 LLLOYDS LANE Resolution:4 Architecture Simplex Industries, Inc. MATTITUCK, NY 11952 150 West 28th.Street 1 Simplex Drive Suite 1902 Scranton, PA 18504 New York, NY 10001 U 1011! Compliance: 7.4%Better Than Code Maximum UA: 612 Your UA. 567 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1. Flat Ceiling or Scissor Truss 2,827 31.6 00 0 034 96 Ceiling 2: Flat Ceiling or Scissor Truss 275 30.0 0.0 0.035 10 Wall 1:Wood Frame, 16"o.c. 540 21.6 0.0 0 057 25 Window: 131:Vinyl/Fiberglass Frame,Double Pane with Low-E 11 0.240 3 Comment:Andersen Window- 132:Vinyl/Fiberglass Frame,Double Pane with Low-E 47 0 240 11 Comment:Andersen Window 133:Vinyl/Fiberglass Frame,Double Pane with Low-E 11 0.240 3 Comment:Andersen Window- 128:Vinyl/Fiberglass Frame, Double Pane with Low-E 28 0.240 7 Comment:Andersen Wall 2:Wood Frame, 16"o.c. 140 21.6 0.0 0 057 1 Window- 101-13.Vinyl/Fiberglass Frame, Double Pane with Low-E 31 0.240 8 Comment:Andersen Window: 101-A:Vinyl/Fiberglass Frame, Double Pane with Low-E 83 0.240 20 Comment:Andersen Wall 3.Wood Frame, 16"o.c. 356 21.6 0.0 0.057 13 Window: 105•Vinyl/Fiberglass Frame,Double Pane with Low-E 43 0.240 10 Comment:Andersen - Door- 106. Glass 83 0.260 22 Comment:Andersen Project Title: 15-1002 Drazic Report date 06/20/16 Data filename. E.\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Page 1 of 8 Drazic\Calcs\ResCheck\15-1002.rck r - Wall 4:Wood Frame, 16"o.c. 428 21.6 00 0.057 3 Door- 107 Glass ~ ;�; f.yY. n!fi!A, 62 0.260 16 Comment:Andersen Door 108: Glass710 �J. 62 0.260 16 Comment:Andersen `\ 1 1_c ! ti rr Door: 109: Glass ,., 1 62 0.260 16 Comment:Andersen ,, I ii, f Door: 110: Glass ��<�+� , ;`, / 62 0.260 16 Comment:Andersen ,1 f r Door: 111: Glass 0111 ;`.>�� - 62 0.260 16 4. Comment:Andersen .S';i;NF f� 08/01/16 Door:112: Glass ` -N 60 0.260 16 Comment:Andersen Wall 5:Wood Frame, 16"o.c. 540 21.5 00 0.057 26 Window- 115 Vinyl/Fiberglass Frame,Double Pane with Low-E 11 0.240 3 Comment:Andersen Window: 116:Vinyl/Fiberglass Frame,Double Pane with Low-E 52 0.240 13 Comment:Andersen Window: 117.Vinyl/Fiberglass Frame,Double Pane with Low-E 11 0.240 3 Comment:Andersen Window: 118:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.240 4 Comment:Andersen Wall 6:Wood Frame, 16"o.c. 140 21.6 0.0 0.057 7 Window: 119:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.240 4 Comment:Andersen Wall 7•Wood Frame, 16"o.c. 270 21.6 00 0.057 14 Window- 120:Vinyl/Fiberglass Frame,Double Pane with Low-E 10 0.240 2 Comment:Andersen Window- 121:Vinyl/Fiberglass Frame, Double Pane with Low-E 16 0.240 4 Comment:Andersen Wall 8:Wood Frame, 16"o.c. 286 21.6 0.0 0.057 12 Window: 122•Vinyl/Fiberglass Frame, Double Pane with Low-E 17 0.240 4 Comment:Andersen Window- 123.Vinyl/Fiberglass Frame, Double Pane with Low-E 45 0.240 11 Comment:Andersen Window- 124•Vinyl/Fiberglass Frame,Double Pane with Low-E 17 0.240 4 Comment:Andersen Wall 9•Wood Frame, 16"o.c. 86 21.6 0.0 0.057 3 Door- 125. Solid 42 0.270 11 Comment:Andersen Wall 10:Wood Frame, 16"o.c. 140 21 6 0.0 0.057 7 Window- 126.Vinyl/Fiberglass Frame, Double Pane with Low-E 8 0.240 2 Comment:Andersen Window: 127.Vinyl/Fiberglass Frame,Double Pane with Low-E 14 0.240 3 Comment:Andersen Basement 1 Solid Concrete or Masonry 260 11.0 106 0 034 9 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 2: Solid Concrete or Masonry 36 11 0 106 0.034 1 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8 7' Project Title: 15-1002 Drazic Report date- 06/20/16 Data filename: E\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Page 2 of 8 Drazic\Calcs\ResCheck\15-1002.rck E i' S.: MINE Basement 3:Solid Concrete or Masonry 343 11.0 10.6 0.034 12 Wall height: 8.7' Depth below grade: 8.7' Insulation depth:8.7' Basement 4:Solid Concrete or Masonry 135 110 10.6 0.034 5 Wall height: 8.7' Depth below grade: 8.7' Insulation depth:8.7' Basement 5•Solid Concrete or Masonry 343 11.0 10.6 0.034 12 Wall height:8.7' Depth below grade:8.7' Insulation depth: 8.7' Basement 6:Solid Concrete or Masonry 448 11.0 10.6 0.034 15 Wall height: 8.7' Depth below grade: 8.7' Insulation depth:8.7' Basement 7.Solid Concrete or Masonry 177 11.0 10.6 0.034 6 Wall height: 8.7' Depth below grade:8.7' Insulation depth"8.7' Basement 8:Solid Concrete or Masonry 36 11.0 10.6 0.034 1 Wall height: 8.7' Depth below grade: 8.7' Insulation depth:8.7' Basement 9:Solid Concrete or Masonry 343 11.0 106 0.034 12 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 10:Solid Concrete or Masonry 135 11.0 10.6 0.034 5 Wall height:8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 11.Solid Concrete or Masonry 260 11.0 10.6 0.034 9 Wall height: 8.7' Depth below grade: 8.7' Insulation depth: 8.7' Basement 12.Solid Concrete or Masonry 448 11.0 10.6 0.034 15 Wall height: 8.7' Depth below grade:8.7' Insulation depth:8.7' Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Paul B Walker- Draftsman 9asd T Wa#,r." 6-20-16 Name-Title Signature Date o<M��iF t `Q %f 08/01/16 Project Title 15-1002 Drazic Report date- 06/20/16 Data filename E.\paul\ump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Page 3 of 8 Drazic\Calcs\ResCheck\15-1002.rck i . REScheck Software Version 4.6.2 LviInspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req•ID - - ❑Com lies — 103.2 Construction drawings and `�=t-�.� -- ;•r;, k:.;r- 4};:% ��• p iPR111 documentation sufficiently .❑ Does Not demonstrates energy code ( ' ` compliance for the building .Tr ❑Not Observable ' "?• d', , ❑Not Applicable envelope. 103.2, Construction drawings and >'' sR '"� .' '•..mak /'±.❑Complies 403.7 documentation sufficiently "'' '{"•kt it ` Does Not (PR3)' demonstrates energy code _ � w` ^` f.'p '" " - 3 Not Observable 0l compliance for lighting and :? ;�;. , '{ 4��; v x is°;❑ mechanicals stems.Systems ` ❑Not Applicable serving multiple dwelling units .any:,;Jy�.�i• .;�. �a��� `��t��-7 must demonstrate compliance •�,��. „ =_' ;•F��. with the commercial code. 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies iP11212 sized per ACCA Manual S based Btu/hr_ Btu/hr '❑Does Not 91, on loads per ACCA Manual J or Cooling: Cooling: ;❑Not Observable other approved methods. Btu/hr Btu/hr_ ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low-_Impact(Tier -- ------ 2 -- —-----------13_I-3 ow ------.33) Project Title: 15-1002 Drazic Report date 06/20/16 Data filename E\pauIVump Drive info\Paul\Side Work\2015\Simplex\15-1002- Page 4 of 8 Drazic\Calcs\ResCheck\15-1002.rck Section # Foundation Inspection Compiles? Comments/Assumptions 303,2.1 Exposed foundation insulation ❑Complies [FO11]2 protection. ❑Does Not ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 ❑Does Not �1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) — 2 Medium.Impact(Tier 2) -- L3 Low Impact(Tier 3) Project T tie: 15-1002 Drazic Report date. 06/20/16 Data filename- E-\paul\Jump Drive info\Paul\Side Work\2015\Simplex\15-1002- Page 5 of 8 Drazi c\Ca I cs\Re'sCheck\15-1002.rck s ' ^ . i ' iing/Rough-in Inspection pli Field Verified Comments/Assumptions 402.4.4 Fenestration that is not site built I` ElComplies (FR2011 is listed and labeled as meeting i E]Does Not AAMAIWDMA/CSA 101,1 WA E]Not Observable or has infiltration rates�e'r C k"' E]Not Applicable 400 that do not exceed code V:f:' 402.4.5 [C-rated recessed lighting fixture [FR16]2 sealed at housing/interior finish and labeled to indicate&it;=-2.0 J cfm leakage at 75 Pa. E]Not Observable ONot Applicable 403.2.2 All joints and seams of air ducts, OComplies [FR13]1 air handlers,filter boxes and ElDoes Not return building cavities used a ducts are sealed. [:]Not Observable A, DNot Applicable 403.2.3 Building cavities are not used as ".Z'*'-�' ElComplies [FR15]3 ducts or plenums. E)Does Not ONot Observable ONot Applicable 403.3 HVAC piping conveying fluids R- R- i [FR1712 above 105 QF or chilled fluids i E]Does Not below 55 QF are insulated to R-3. 109 !:E]Not Observable 'E]Not Applicable 40.4 Circulating service hot water R- R- ElComplies [FR18]2 pipes are insulated to R-2. ElDoes Not E]Not Observable E]Not Applicable ElComplies 403.5 Automatic or gravity dampers are [FR19]2 installed on all outdoor air E]Does Not intakes and exhausts. | E]Not Applicable AddiUonaUCom,ments/Assumptioons: ' mpact(Tier 1) ipact(Tier 2) J_3_1 Low Impact(Tier 3) Project Title- l5-l0OZD/azc Repnrtdate- 06/20/16 Data filename- E:\pa info\pau|VSidevvorNZOl5\Simp|ex\z5'lOO2 ' Page bof 8 omz|c\[a|cgRes[heck\15'1002rck r Section # Insulation Inspection Complies? Comments/Assumptions &Reg.10 _ _____ 303.1 All installed insulation labeled or ❑Complies _ ~ [IN13)2 installed k-values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename: E.\paul�ump Drive info\Paul\Side Work\2015\Simplex\15-1002 - Page 7 of 8 Drazic\Calcs\ResCheck\15-1002.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID --' --' ------ ------- -- _L___ 402.4.2, !— -- 402.4.2, Building envelope tightness ACH 50 =_ ACH 50= ❑Complies 402.4.2.1 verified by blower door test result E❑Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This _14. requirement may instead be met [_—)Not Observable via visual inspection,in which ❑Not Applicable case verification may need to occur during Insulation ,Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI4]1 construction with maximum ❑Does Not leakage of 8 cfm to outdoors, or ❑Not Observable 12 cfm across systems. For rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats `r.'" ❑Complies -., g- [F[9]2 installed on forced air furnaces. ': ^r,yy�'�} !�. - ?' ❑Does Not i ,f3,' ±• ,,i.�•'��;;' - �$;�;�,,.s'�ai&-;�;,-•;;:�•, -❑Not Observable "❑Not Applicable 403.1.2 Heat pump thermostat installed >r-.❑Complies [FI10]2 on heat pumps. °"^ r's; ~' '{ ':❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [Fl11]2 systems have automatic or '-"? ❑Does Not accessible manual controls. i4�. . J' p� :.... ^'': z.qlYT .a",.s'' EI Not Observable ❑Not Applicable 401.3Compliance certificate posted. '.` .; '.. ';. "_' -; " '% '❑Complies 2 wh. x�t, .. ,. [FI ❑Does Not T] ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ;'''' =r M `° :1,, Fi ❑Complies [FI18]3 mechanical and water heating rs:^"v_ `'-;;.l: s" ❑Does Not equipment have been provided. I U ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) — 3 Low Impact(Tier 3) Project Title: 15-1002 Drazic Report date: 06/20/16 Data filename E-\paul\Jump Drive info\Paul\Side Work\2015\Simplex\15-1002- Page 8 of 8 Drazic\Calcs\ResCheck\15-1002.rck 2010 New York Energy Conservation Construction code Energy Efficiency Certificate x, Above-Grade Wall 21.50 Below-Grade Wall 21.60 Floor 0.00 Ceiling / Roof 31.60 Ductwork(unconditioned spaces): R 1111:11,01i LL., - Window 0.24 Door 0.26 _ .. . . . `. •T Heating System: Cooling System: Water Heater: Name: Date: Comments Project:SI-15-1002 Calcs 03-07-16 page David E.Billingsley,P.E. / Location:CG1-1 217 East Main Street Multi-Loaded Multi-Span Beam '" Middleburg,PA 17842 m 12009 International Building Code(2005 NDS)] (3)1.5 IN x 11.875 IN x 29.5 FT(10+19.5) StruCalc Version 8.0.113.0 3/7/2016 12:50:47 PM ' 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By-25.1% Controlling Factor-Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load -0 09 IN L/1395 0.49 IN U479 Dead Load -0.03 in 0.29 in Total Load -0.11 IN U1046 0.78 IN U300 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A ¢ C Live Load 1419 Ib 6245 Ib 2523 Ib Dead Load 289 Ib 4056 Ib 1595 Ib Total Load 1707 Ib 10301 Ib 4118 Ib Uplift(1.5 F.S) -781 Ib 0 Ib 0 Ib Bearing Length 0.51 in 3.05 in 1.22 in BEAM DATA Left Center Span Length 10 ft 19.5 ftA loft B= 19.5 ft --- C Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 1.33 ft 1.33 ft Live Load Duration Factor 1.00 UNIFORM LOADS Left Center Notch Depth 0.00 Uniform Live Load 310 plf 310 plf MATERIAL PROPERTIES Uniform Dead Load 188 plf 188 plf 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 13 plf 13 plf Base Values Adusted Total Uniform Load 511 plf 511 plf Bending Stress: Fb= 2900 psi Fb'= 2897 psi Cd=1 00 C1=1 00 CF=1 00 Shear Stress: Fv= 285 psi FV= 285 psi Cd=1 00 _ Modulus of Elasticity E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi J`f�•. it . ��1 0 ControllingMoment: -18233 ft-Ib Over righsupport of span 1'(Left Span) Created by combining all dead loads and live loads on span(s)1,2 c Controlling Shear: 54221b At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Read Provided �QF S j� C��r 08/01/16 Section Modulus: 75.53 in3 105.76 in3 Area(Shear): 28.54 in2 53.44 in2 Moment of Inertia(deflection): 501.81 in4 627.96 in4 Moment: -18233 ft-Ib 25531 ft-Ib Shear 5422 Ib 10153 lb NOTES These calculations are also vaild for the 2010 New York Code Page 1 of 11 Project:SI-15-1002 Calcs 03-07-16 page David E.Billingsley,P.E. Location:CG1-2 v2 (1 Cad .;� 217 East Main Street Multi-Loaded Multi-Span Beam Middleburg,PA 17842 of (2009 International Building Code(2005 NDS)) (3)1.5 IN x 11.875 IN x 29.5 FT(10+19.5) StruCalc Version 8 0.113.0 3/7/2016 12:50:47 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By-0.4% Controlling Factor-Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.09 IN L/1395 0.49 .IN U47.9 Dead Load -0.06 in 0.48 in Total Load -0.15 IN U808 0.97 IN U241 Live Load Deflection Criteria:U360 Total Load Deflection Criteria.U240 REACTIONS A C C Live Load 1419 Ib 6245 Ib 2523 Ib Dead Load -94 Ib.°'5826 Ib 2588 Ib Total Load 1324 Ib 12070 Ib 5111 Ib Uplift(1.5 F.S) -1068 Ib 0 Ib 0 Ib Bearing Length 0.39 in -3.58 in 1.51 in BEAM DATA LO Center Span Length 10 ft 19.5 ft Q +o rt B 19.5 ft Unbraced Length-Top 0 ft 0 ft Unbraced Length-Bottom 10 ft 19.5 ft Live Load Duration Factor 1.00 UNIFORM LOADS Left Cen er Notch Depth 0.00 Uniform Live Load 310 plf 310 plf MATERIAL PROPERTIES Uniform Dead Load 188 plf 310 plf 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 13 pit 13 plf Base Values Adeusted Total Uniform Load 511 plf 633 plf Bending Stress: Fb= 2900 psi Fb'= 2727 psi Cd=1.00 C/=0.94 CF=1.00 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity* E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Controlling Moment: -22066 ft-Ib Over left support of span 2(Center Span) rlj TM1t Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: 6689 Ib At a distance d from left support of span 2(Center Span) �tt Jar 1 Created by combining all dead loads and live toads on span(s)1,2 i� ir,', f;;D� Comparisons with required sections: Read Provided '.�a� S tai�'�08/01/16 Section Modulus: 97 12 in3 105.76 in3 `=^: Area(Shear): 35.21 int 53.44 int Moment of Inertia(deflection): 625.67 in4 627 96 in4 Moment: -22066 ft-Ib 24031 ft-Ib Shear 6689 Ib 10153 lb NOTES These calculations are also vaild for the 2010 New York Code Page 2 of 11 i Project:SI-15-1002 Calcs 03-07-16 page David E.Billingsley,P.E. / � Location:FB1 n,�l�a�" I 217 East Main Street Multi-Loaded Multi-Span Beam Middleburg,PA 17842 of (2009 International Building Code(2005 NDS)j (2)1.5 IN x 11.875 IN x 20.25 FT(4.8+8+7.5) StruCalc Version 8.0.113.0 3/7/2016 12:50:47 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By-65.3% Controlling Factor Shear CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center i i LOADING DIAGRAM Live Load 0.01 IN 05890 0.04 IN L12662 0.04 IN U2110 Dead Load 0.00 in 0.01 in 0.02 in Total Load 0.01 IN U5421 0.05 IN U2107 0.06 IN 01536 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 REACTIONS A B Q D I Live Load 1677 Ib 5478 Ib 6445 Ib 2324 Ib Dead Load 628 Ib 2849 Ib 3675 Ib 1188 Ib ¢ `, Total Load 2306 Ib 8327 Ib 10120 Ib 3512 Ib t Uplift(1.5 F.S) -182 Ib 0 Ib 0 Ib 0 Ib Bearing Length 1.02 in 3.70 in 4.50 in 1.56 in BEAM DATA Left Center Riaht - w Span Length 475 ft 8 ft 7.5 ft - a.�s rt - -- ~' a n * �.s n /� B C D Unbraced Length-Top O ft O ft O ft Unbraced Length-Bottom 475 ft 8 ft 7.5 ft Live Load Duration Factor 1 00 UNIFORM LOADS Left Center Right Notch Depth 0.00 Uniform Live Load 310 plf 310 pif 310 pif MATERIAL PROPERTIES Uniform Dead Load 188 plf 188 plf 188 pif 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 9 pif 9 plf 9 pif Base Values Ad'us ed Total Uniform Load 507 plf 507 plf 507 pif Bending Stress: Fb= 2900 psi Fb'= 2725 psi TRAPEZOIDAL LOADS-LEFT SPAN Cd=1 00 0=0.94 CF=1 00 Load Number One Two Shear Stress: Fv= 285 psi FV= 285 psi Left Live Load 0 plf 395 plf Cd=1 00 Left Dead Load 65 plf 150 plf Modulus of Elasticity" E= 2000 ksi E'= 2000 ksi Right Live Load 0 plf 395 pif Comp -L to Grain: Fc-1 = 750 psi Fc-1'= 750 psi Right Dead Load 65 plf 150 plf Controlling Moment: -7457 ft-Ib Load Start Oft ft Over right support of span 2(Center Span) Load End 4 75 ft 4 755 ft Load Length 4 75 ft 475 ft Created by combining all dead loads and live loads on span(s)2,3 CENTER SPAN Controlling Shear: 4094115 Load Number One L At a distance d from left support of span 3(Right Span) Left Live Load 0 plf 395 plf Created by combining all dead loads and live loads on span(s)2,3 Left Dead Load 65 plf 150 plf Comparisons with required sections: Reg'd Provided Right Live Load 0 plf 395 plf Right Dead Load 65 plf 150 plf Section Modulus: 32.83 in3 70.51 in3 Load Start 0 ft 0 ft Area(Shear): 21.55 int 35.63 in2 Load End 8 f 8 ft Moment of Inertia(deflection): 71 43 in4 418.64 in4 Load Length 8 ft 8 ft Moment: -7457 ft-Ib -16013 ft-Ib RIGHT SPAN Shear 4094 Ib 67691b Load Number One Two NOTES Left Live Load 0 plf 395 plf ti Left Dead Load 65 plf 150 plf Right Live Load 0 plf 395 plf C7Right Dead Load 65 plf 150 plf tl�"•;," �.� Load Start 0 ft 0 ft (•. f :�� ,�, Load End 7.5 ft 7.5 ft ` Length th 7.5 ft 7.5 ft 9 t'. I ;; �,,�• _ .%,tea/� 08/01/16 These calculations are also vaild for the 2010 New York Code Page 3 of 11 Project:SI-15-1002 Calcs 03-07-16 f David E.Billingsley,P.E. page Location:F132-Case 1 217 East Main Street / Multi-Loaded Multi-Span Beam ' Middleburg,PA 17842 or [2009 International Building Code(2005 NDS)J (2)1.5 IN x 11.875 IN x 26.73 FT(9.3+10.2+7.2) StruCalc Version 8.0.113.0 3/7/2016 12:50:48 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By,1.9% Controlling Factor-Shear CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Un Center Right LOADING DIAGRAM < Live Load 0.09 IN U1212 0.12 IN 01012 0.04 IN U2140 Dead Load 0.02 in 0.07 in 0.01 in Total Load 0.11 IN U1028 0.19 IN U636 0.05 IN U1812 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 z REACTIONS A B B D t I Live Load 2572 Ib 8326 Ib 5769 Ib 3887 Ib ? i Dead Load 1183 Ib 5454 Ib 4230 Ib 2984 Ib Total Load 3755 Ib 13781 Ib 9999 Ib 6871 Ib 1 Bearing Length 1.67 in 6.12 in 444 in 3.05 in BEAM DATA Left Center Right Span Length 9.33 0 10.2 ft 7.2 ft Unbraced Length-Top O ft O ft 0 ft A 9.33 ft B 10.2 ft 7 199999 ft -� Unbraced Length-Bottom 9.33 ft 10.2 ft 7.2 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center Riaht MATERIAL PROPERTIES Uniform Live Load 310 plf 0 plf 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 188 pif 0 plf 0 plf Base Values Adjusted Beam Self Weight 9 plf 9 plf 9 pif Bending Stress: Fib= 2900 psi Fb'= 2635 psi Total Uniform Load 507 plf 9 plf 9 plf Cd=1 00 C1=0.91 CF=1 00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One TWO Cd=1.00 Live Load 5921b 33071b Modulus of Elasticity, E= 2000 ksi E'= 2000 ksi Dead Load 0 Ib 3410 Ib Comp.-I-to Grain: Fc--L= 750 psi Fc-1'= 750 psi Location 0.5 ft 4.5 ft RIGHT SPAN Controlling Moment: -13526 ft-Ib Load Number QD.ti Over left support of span 2(Center Span) Live Load 33071b Created by combining all dead loads and live loads on span(s)1,2 Dead Load 3410 Ib Controlling Shear. 66411b Location 6.2 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 TRAPEZOIDAL LOADS-LEFT SPAN Load Number One L Comparisons with required sections: Read Provided Left Live Load 0 plf 312 plf Section Modulus: 61.6 in3 70.51 03 Left Dead Load 65 plf 120 plf Area(Shear): 34.95 in2 35.63 in2 Right Live Load 0 plf 312 pif Moment of Inertia(deflection): 158.02 in4 418.64 in4 Right Dead Load 65 plf 120 plf Moment: -13526 ft-Ib 15482 fl-Ib Load Start Oft 0 ft Shear- 6641 Ib 6769 Ib Load End 9.33 ft 9.33 ft NOTES Load Length 9.33 ft 9.33 ft CENTER SPAN Load Number One Two Three r;•' r',l} i IF:f,J, Left Live Load 0 plf 312 plf 310 plf Left Dead Load 65 plf 120 plf 188 plf I!��• r ,,i 1` Right Live Load 0 plf 312 plf 310 plf Right Dead Load 65 plf 120 pif 188 plf Load Start Oft Oft Oft Load End 102 ft 10.2 ft 0.5 ft i •• 1.:1j Load Length 10.2 ft 10.2 ft 0.5 ft RIGHT SPAN Load Number One Two Left Live Load 0 plf 312 plf 08/01/16 Left Dead Load 65 plf 120 plf T: = Right Live Load 0 plf 312 plf Right Dead Load 65 plf 120 pif Load Start 0 ft 0 ft Load End 7.2 ft 7.2 ft Load Length 7.2 ft 7.2 ft These calculations are also vaild for the 2010 New York Code Page 4 of 11 Project:SI-15-1002 Calcs 03-07-16 page David E.Billingsley,P.E. / Location:F62-Case 2 S��Ca�Gw t 217 East Main Street Multi-Loaded Multi-Span Beam Middleburg,PA 17842 ar [2009 International Building Code(2005 NDS)) (2)1.5 IN x 11.875 IN x 26.73.FT(9.3+10.2+7.2) StruCalc Version 8.0.113.0 3/7/2016 12:50:48 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By-8.1% Controlling Factor-Shear CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Lief Center Bjgb1 LOADING DIAGRAM Live Load 005 IN U2403 0:06 IN L/2033 0.02 IN U4339 Dead Load 0.01 in 0.02 in 0.00 in Total Load 005 IN U2043 0.08 IN L/1493 0.02 IN U3867 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Q C Q Live Load 2712 Ib 9776 Ib 3535 Ib 1069 Ib Dead Load 888 Ib 6163 Ib 2023 Ib 454 Ib ] Total Load 3600 Ib 15939 Ib 5558 Ib 1523 Ib Uplift(1.5 F.S) 0 Ib 0 Ib 0 Ib -32 Ib , Bearing Length 1.60 in 7.08 in 2.47 in 0.68 in BEAM DATA L&ft Cente Right µ v - Span Length 9.33 ft 10.2 ft 7.2 ft A' 9.33 1t-- - B'- 10.2 tt-- • --7 199999 R- D Unbraced Length-Top O ft 0 ft O ft F� Unbraced Length-Bottom 9.33 ft 10.2 ft 7.2 ft Live Load Duration Factor 1.15 UNIFORM LOADS Left Center Riaht Notch Depth 0.00 Uniform Live Load 0 plf 0 plf 0 plf MATERIAL PROPERTIES Uniform Dead Load 0 plf 0 plf 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 9' plf 9 plf 9 plf Base Values Adiusted Total Uniform Load 9 plf 9 plf 9 pif Bending Stress: Fb= 2900 psi Fb'= 2917 psi POINT LOADS-LEFT SPAN Cd=1 15 C1=0 87 CF=1 00 Load Number One Shear Stress: Fv= 285 psi Fv'= 328 psi Cd--1 15 Live Load 1419 Ib Dead Load 289 Ib Modulus of Elasticity" E= 2000 ksi E'= 2000 ksi Location 0 It Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi CENTER SPAN Load Number One Controlling Moment: -7607 ft-Ib Live Load 6245 Ib Over left support of span 2(Center Span) Dead Load 4056 Ib Created by combining all dead loads and live loads on span(s)1,2 Location 0.5 ft Controlling Shear: 7203 Ib At a distance d from left support of span 2(Center Span) TRAPEZOIDAL LOADS-LEFT SPAN Created by combining all dead loads and live loads on span(s)1,2 Load Number One Two Left Live Load 0 plf 312 plf Comparisons with required sections: Read Provided Left Dead Load 65 plf 120 plf Section Modulus: 31.29 in3 70.51 in3 Right Live Load 0 plf 312 plf Area(Shear):" 32.97 int 35.63 in2 Right Dead Load 65 plf 120 plf Moment of Inertia(deflection): 7412 in4 418.64 in4 Load Start 0 ft 0 ft Moment: -7607 ft-Ib 17142 ft-Ib Load End 9.33 ft 9.33 ft Shear- 7203 Ib 7784 Ib Load Length 9.33 ft 9.33 ft NOTES CENTER SPAN Load Number One Two -\ �, Left Live Load 0 plf 312 plf l ',t 5;L) ;• Left Dead Load 65 plf 120 plf Right Live Load 0 plf 312 plf 6 ti: Right Dead Load 65 plf 120 plf Load Start 0 ft 0 ft { Load End 10.2 ft 10.2 ft Load Length 10.2 ft 10.2 ft RIGHT SPAN Load Number One Two Left Live Load 0 plf 312 plf ` '; {•` Jl 08/01/16 Left Dead Load 65 plf 120 plf Right Live Load 0 plf 312 plf Right Dead Load 65 plf 120 plf Load Start 0 It 0 ft Load End 7.2 ft 7.2 fl Load Length 7.2 ft 7.2 ft These calculations are also vaild for the 2010 New York Code Page 5 of 11 Project:SI-15-1002 Calcs 03-07-16 page David E.Billingsley,P.E. /0' Location:F63 �tluCale•�I 217 East Main Street Multi-Loaded Multi-Span Beam rF Middleburg,PA 17842 12009 International Building Code(2005 NDS)] (2)1.5 IN x 11.875 IN x 19.58 FT(7.3+8+4.2) StruCalc Version 8.0 113.0 3/7/2016 12:50:48 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By-87 4% Controlling Factor Shear CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center ftbl LOADING DIAGRAM Live Load 0.03 IN U2572 0.03 IN U3096 -0.01 IN U8114 Dead Load 0.01 in 0.01 in 0.00 in Total Load 0.05 IN U1861 0.04 IN L/2367 -0.01 IN U7633 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B D Live Load 2001 Ib 5599 Ib 4726 Ib 1364 Ib Dead Load 1068 Ib 3375 Ib 2576 Ib 458 Ib Total Load 3069 Ib 8974 Ib 7302 Ib 1823 Ib Uplift(1.5 F.S) 0 Ib 0 Ib 0 Ib -312 Ib Bearing Length 1.36 in 3.99 in 3.25 in 0.81 in BEAM DATA Lafl Center Inc is Span Length 7.33 ft 8 It 4.25 ft Unbraced Length-Top O ft O ft O ft Unbraced Length-Bottom 7.33 ft 8 ft 4.25 ft Live Load Duration Factor 1.00 UNIFORM LOADS Lief Center R__19W Notch Depth 0.00 Uniform-Live Load 310 plf 310 plf 310 plf MATERIAL PROPERTIES Uniform Dead Load 188 plf 188 pif 188 plf 5� 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 9 plf 9 pif 9 plf Base Values Adiusted Total Uniform Load 507 plf 507 plf 507 plf Bending Stress: Fb= 2900 psi Fb'= 2725 psi TRAPEZOIDAL LOADS-LEFT SPAN Cd=1 00 C1=0.94 CF=1.00 Load Number One Two Shear Stress: Fv= 285 psi FV= 285 psi Left Live Load 0 plf 312 plf Cd=1.00 Left Dead Load 65 plf 120 pif Modulus of Elasticity, E= 2000 ksi E'= 2000 ksi Right Live Load 0 plf 312 pif Comp.-L to Grain: Fc--t-= 750 psi Fc--I-'= 750 psi Right Dead Load 65 pif 120 pif Controlling Moment: -6524 ft-Ib Load Start 0 ft 0 ft Over left support of span 2(Center Span) Load End 7.33 ft 7.33 ft' Created by combining all dead loads and live loads on span(s)1,2 Load Length 7.33 ft 7.33 It Controlling Shear, -36131b CENTER SPAN At a distance d from the right support of span 1 (Left Span) Load Number One Two Created by combining all dead loads and live loads on span(s)1,2 Left Live Load 0 plf 312 plf Left Dead Load 65 plf 120 plf Comparisons with required sections: Read Provided Right Live Load 0 plf 312 plf Section Modulus. 28.73 in3 70.51 in3 Right Dead Load 65 pif 120 plf Area(Shear): 19.01 in2 35.63 in2 Load Start 0 It 0 ft Moment of Inertia(deflection): 58.59 in4 418.64 in4 Load End 8 I 8 ft Moment: -6524 ft-Ib 16013 ft-Ib Load Length 8 ft 8 ft Shear, -3613 Ib 6769 Ib RIGHT SPAN Load Number One Two NOTES Left Live Load 0 pif 312 plf Left Dead Load 65 plf 120 plf M1a�^ Right Live Load 0 plf 312 plf Right Dead Load 65 plf 120 plf w Load Start 0 ft 0 ft l! ? Load End 4.25 ft 4.25 ft ( y1 f • � 1 i� � Load Length 4.25 ft 4.25 It 08/01/16 These calculations are also vaild for the 2010 New York Code Page 6 of 11 Project:SI-15-1002 Calcs 03-07-16 page _ David E.Billingsley,P.E. / Location:FB4-Case 1 fnuCalc�I 217 East Main Street Multi-Loaded Multi-Span Beam Middleburg,PA 17842 of [2009 International Building Code(2005 NDS)] (2)1.5 IN x 11.875 IN x 26.65 FT(9.8+9 7+7.2) StruCalc Version 8.0.113.0 3/7/2016 12:50:48 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By-19.0% Controlling Factor-Shear F inations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center Rioht LOADING DIAGRAM Live Load 0.11 IN U1088 0.10 IN U1146 004 IN U2113 Dead Load 0.03 in 0.06 in 0.01 in Total Load 0.13 IN U875 0.16 IN L/738 0.05 IN U1698 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 2 REACTIONS A B D D Live Load 2666 Ib 8543 Ib 5514 Ib 3898 ib 2 Dead Load 1293 Ib 5603 Ib 3971 Ib 3048 Ib Total Load 3959 Ib 14145 Ib 9485 Ib 6946 Ib Bearing Length 1 76 in 6.29 in 4.22 in 3.09 in BEAM DATA Left Center Raju Span Length 9.75 ft 97 ft 7.2 ft Unbraced Length-Top O ft O ft O ft A 9.75 rt B 9.7 R -� 7.2 ft D Unbraced Length-Bottom 9.75 ft 97 ft 7.2 ft Live Load Duration Factor 1 15 Notch Depth 0.00 UNIFORM LOADS Left Center ftf2 MATERIAL PROPERTIES Uniform Live Load 310 pit 0 plf 0 pif 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 188 pif 0 plf 0 pif Base Values Adjusted Beam Self Weight 9 pif 9 pit 9 pif Bending Stress: Fb= 2900 psi Fb'= 2952 psi Total Uniform Load 507 pit 9 pif 9 pif Cd=1 15 C1=0.88 CF=1 00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 328 psi Load Number QM Two Cd=1 15 Live Load 592 Ib 3307 Ib Modulus of Elasticity- E= 2000 ksi E'= 2000 ksi Dead Load 0 Ib 3410 Ib Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi Location 0 ft 4 ft Controlling Moment: -13425 ft-Ib RIGHT SPAN Load Number One Over right support of span 1 (Left Span) Live Load 3307 Ib Created by combining all dead loads and live loads on span(s)1,2 Dead Load 3410 Ib Controlling Shear: 6543 Ib Location 6.2 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 TRAPEZOIDAL LOADS-LEFT SPAN Load Number One Lw4 Comparisons with required sections: Read Provided Left Live Load 0 pif 312 pif Section Modulus: 54.57 in3 70.51 in3 Left Dead Load 65 plf 120 pit Area(Shear): 29.94 02 35.63 in2 Right Live Load 0 pif 312 plf Moment of Inertia(deflection): 138.56 in4 418.64 in4 Right Dead Load 65 plf 120 pif Moment: -13425 ft-Ib 17347 ft-Ib Load Start O ft O ft Shear 6543 Ib 7784 Ib Load End 9.75 ft 9.75 ft NOTES Load Length 9.75 ft 9.75 ft CENTER SPAN Load Number One TWO Three Left Live Load 0 plf 312 pit 310 pit f ;•` :�; ;,:, '1,` Left Dead Load 65 plf 120 pif 188 pit < \ ;�: •`',yam �:%,� Right Live Load 0 plf 312 plf 310 plf Right Dead Load 65 pif 120 plf 188 plf Load Start O ft O ft 0 It ;.i Load End 9 7 It 9.7 ft 0.5 ft Load Length 9.7 It 9.7 ft 0.5 ft RIGHT SPAN Load Number One TWO i`�08/01/16 Left Live Load 0 pif 312 pit Left Dead Load 65 pit 120 plf Right Live Load 0 pif 312 plf Right Dead Load 65 pif 120 pit Load Start 0 ft 0 ft Load End 7.2 ft 7.2 ft Load Length 7.2 ft 7.2 fl These calculations are also vaild for the 2010 New York Code Page 7 of 11 Project:SI-15-1002 Calcs 03-07-16 page _ David E.Billingsley,P.E. / Location:F64-Case 2 �S�uCalc�I 217 East Main Street Multi-Loaded Multi-Span Beam �""' Middleburg,PA 17842 m [2009 International Building Code(2005 NDS)] (2)1.5 IN x 11.875 IN x 26.65 FT(9.8+9 7+7.2) StruCalc Version 8.0 113.0 3/7/2016 12:50:48 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By-208.3% Controlling Factor Shear FF AUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Ld Center Right LOADING DIAGRAM Live Load - 0.05 IN U2158 0.04 IN 03191 0.02 IN U4284 Dead Load 0.02 in 0.01 in 0.01 in Total Load 0.08 IN L/1510 0.04 IN U2700 0.03 IN U3361 Live Load Deflection Criteria:U360 Total Load Deflection Criteria.U240 REACTIONS A B D D Live Load 2758 Ib 9864 Ib 3152 Ib 1074 Ib Dead Load 1032 Ib 6216 Ib 1744 Ib 521 Ib Total Load 3790 Ib 16079 Ib 4896 Ib 1595 Ib Bearing Length 1.68 in 715 in 2.18 in 0.71 in BEAM DATA Left Cente ffigJh _ Span Length 9.75 ft 9.7 ft 7.2 ft Unbraced Length-Top O ft O ft 0 ft - B 9.7 k - -N• 7.2 ft D Unbraced Length-Bottom 9.75 ft 9.7 ft 7.2 ft A Live Load Duration Factor 1 15 Notch Depth 0:00 UNIFORM LOADS Left Center Riaht MATERIAL PROPERTIES Uniform Live Load 0 plf 0 plf 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Uniform Dead Load 0 plf 0 plf 0 plf Base Values dusted Beam Self Weight 9 plf 9 plf 9 plf Bending Stress: Fb= 2900 psi Fb'= 2952 psi Total Uniform Load 9 plf 9 plf 9 plf Cd=1 15 C1=0.88 CF=1.00 POINT LOADS-LEFT SPAN Shear Stress. Fv= 285 psi Fv'= 328 psi Load Number One Cd=1 15 Live Load 1419 Ib Modulus of Elasticity, E= 2000 ksi E'= 2000 ksi Comp.-L to Grain: Fc--L= 750 psi Fc-1'= 750 psi Dead Load 289 Ib Location 0 ft Controlling Moment: -5381 ft-Ib CENTER SPAN Load Number One Over right support of span 1 (Left Span) Live Load 6245 Ib Created by combining all dead loads and live loads on span(s)1,2 Dead Load 4056 Ib Controlling Shear: -2525 Ib At a distanced from the right support of span 1(Left Span) Location 0 ft Created by combining all dead loads and live loads on span(s)1,2 TRAPEZOIDAL LOADS-LEFT SPAN Load Number One Two Comparisons with required sections: Read Provided Left Live Load 0 plf 312 plf Section Modulus: 21.87 in3 70.51 in3 Left Dead Load 65 plf 120 plf Area(Shear): 11.56 int 35.63 in2 Right Live Load 0 plf 312 plf Moment of Inertia(deflection): 69.85 04 418.64 in4 Right Dead Load 65 plf 120 plf Moment: -5381 ft-Ib 17347 ft-Ib Load Start O ft O ft Shear -2525 Ib 7784 Ib Load End 9 75 ft 9.75 ft NOTES Load Length 9 75 ft 9 75 ft CENTER SPAN Load Number One Two Left Live Load 0 plf 312 plf Y y}'" left Dead Load 65 plf 120 plf ' Right Live Load 0 plf 312 plf ,1 Right Dead Load 65 plf 120 plf Load Start 0 ft 0 ft Load End 9 7 ft 9 7 ft Load Length 9 7 ft 9.7 ft RIGHT SPAN f Load Number One Two l ��� � ;,'til„• ,':i ',��`f Left Live Load 0 plf 312 plf 08/01/16 Left Dead Load 65 plf 120 plf _ Right Live Load 0 plf 312 plf Right Dead Load 65 plf 120 plf Load Start 0 ft 0 ft Load End 7.2 It 7.2 ft Load Length 7.2 ft 7.2 ft These calculations are also vaild for the 2010 New York Code Page 8 of 11 Project:SI-15-1002 Calcs 03-07-16 David E.Billingsley,P.E. page Location:FB5-Beam under Line 2 interior Shearwall 217 East Main Street / Multi-Loaded Multi-Span Beam 4 5<- Middleburg,PA 17842 or (2009 International Building Code(2005 NDS)( (2)1.5 IN x 11.875 IN x 15.6 FT - StruCalc Version 8.0 113.0 3/7/2016 12:5048 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By 149.1% Controlling Factor-Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Cente LOADING DIAGRAM Live Load -0.24 IN L1765 Dead Load 0.01 in Total Load -0.23 IN L/811 Live Load Deflection Criteria:L/120 Total Load Deflection Criteria:L/120 REACTIONS A B Live Load -542 Ib -1522 Ib Dead Load 69 Ib , 69 Ib Total Load 69 Ib 69 Ib Uplift(1.5 F.S) -496 lb -1475 Ib Bearing Length 0.03 in 0.03 in BEAM DATA Center - � P Span Length 15.6 ft A — - -16.6 ft B Unbraced Length-Top 0 ft Unbraced Length-Bottom 15.6 ft Live Load Duration Factor 1.60 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 0 pif MATERIAL PROPERTIES Uniform Dead Load 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 9 plf Base Values Ad'usted Total Uniform Load 9 plf Bending Stress: Fb= 2900 psi Fb'= 2529 psi POINT LOADS-CENTER SPAN Cd=1 60 C1=0.54 CF=1 00 Load Number One Shear Stress: Fv= 285 psi Fv'= 456 psi Live Load -2064 Ib Cd=1 60 Dead Load 0 Ib Modulus of Elasticity E= 2000 ksi E'= 2000 ksi Location 11.5 ft Comp.-L to Grain: Fc-1= 750 psi Fc-1'= 750 psi Controlling Moment: -5964 ft-Ib 11.39 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1488 Ib 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 28.3 in3 70.51 in3 Area(Shear): 4.9 in2 35.63 in2 Moment of Inertia(deflection): 65.71 in4 418.64 in4 Moment: -5964 ft-Ib 14859 ft-Ib Shear* 1488 Ib 10830 Ib NOTES i� 08/01/16 These calculations are also vaild for the 2010 New York Code Page 9 of 11 Project:SI-15-1002 Calcs 03-07-16 page David E.Billingsley,P.E. / Location:F66-Beam under Line 4 interior Shearwall �412 u 3��,1 217 East Main Street Multi-Loaded Multi-Span Beam 1 `' Middleburg,PA 17842 of [2009 International Building Code(2005 NDS)] (2)1.5 IN x 11.875 IN x 15.6 FT StruCalc Version 8.0.113.0 3/7/2016 12:50:48 PM 2.0 Rigidlam LVL-Roseburg Forest Products _ Section Adequate By-124 7% Controlling Factor-Moment F AUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load -0.27 IN U692 Dead Load 0.01 in Total Load -0.26 IN U729 Live Load Deflection Criteria:L/120 Total Load Deflection Criteria:U120 REACTIONS A ¢ Live Load -599 Ib -1682 Ib Dead Load 69 Ib 69 Ib Total Load 69 Ib 69 Ib Uplift(1.6 F.S) -553 Ib -1635 Ib } Bearing Length 0.03 in 0.03 in J BEAM DATA Cente • Span Length 15.6 ft B Unbraced Length-Top 0 ft Unbraced Length-Bottom 15.6 ft Live Load Duration Factor 1.60 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 0 plf MATERIAL PROPERTIES Uniform Dead Load 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 9 plf Base Values Adjusted Total Uniform Load 9 plf Bending Stress: Fb= 2900 psi Fb'= 2529 psi POINT LOADS-CENTER SPAN Cd=1 60 C1=0.54 CF=1 00 Load Number One Shear Stress. Fv= 285 psi Fv'= 456 psi Cd=1 60 Live Load -2281 Ib Dead Load 0 Ib Modulus of Elasticity E= 2000 ksi E'= 2000 ksi Location 11.5 ft Comp.-L to Grain: Fc- = 750 psi Fc-1'= 750 psi Controlling Moment: -6613 ft-Ib 11.39 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1648 lb 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 31.38 in3 70.51 in3 Area(Shear): 5.42 in2 35.63 02 Moment of Inertia(deflection): 72.61 in4 418.64 in4 Moment: -6613 ft4b 14859 ft-Ib Shear- 1648 lb 10830 lb NOTES ti 7. 08/01/16 These calculations are also vaild for the 2010 New York Code Page 10 of 11 Projpageect:SI-15-1002 Calcs 03-07-16 David E.Billingsley,P.E. / Location:170-Beam under Line 5 interior Shearwall ale''I 217 East Main Street Multi-Loaded Multi-Span Beam Middleburg,PA 17842 of [2009 International Building Code(2005 NDS)] (2)1.5 IN x 11.875 IN x 15.6 FT StruCalc Version 8.0.113.0 3/7/2016 12:50:48 PM 2.0 Rigidlam LVL-Roseburg Forest Products Section Adequate By 59.3% Controlling Factor,Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load -0.38 IN U495 Dead Load 0.01 in Total Load -0.36 IN U514 Live Load Deflection Criteria:U120 Total Load Deflection Criteria:U120 REACTIONS A B Live Load -838 Ib -2350 Ib Dead Load 69 Ib 69 Ib Total Load 69 Ib 69 Ib Uplift(1.5 F.S) -792 lb -2304 Ib Bearing Length 0.03 in 0.03 in BEAM DATA Center Span Length 15.6 ft A Unbraced Length-Top 0 ft Unbraced Length-Bottom 15.6 ft Live Load Duration Factor 1.60 Notch Depth 0.00 UNIFORM LOADS Cen er Uniform Live Load 0 plf MATERIAL PROPERTIES Uniform Dead Load 0 plf 2.0 Rigidlam LVL-Roseburg Forest Products Beam Self Weight 9 plf Base Values Adjusted Total Uniform Load 9 pif Bending Stress. Fb= 2900 psi Fb'= 2529 psi POINT LOADS-CENTER SPAN Cd=1 60 CI=0.54 CF=1 00 Load Number One Shear Stress: Fv= 285 psi FV= 456 psi Cd=1 60 Live Load -3188 Ib Dead Load 0 Ib Modulus of Elasticity E= 2000 ksi E'= 2000 ksi Location 11.5 It Comp.-L to Grain: Fc-1 = 750 psi Fc-1'= 750 psi Controlling Moment: -9328 ft-Ib 11.39 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2317 Ib 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 44.26 in3 70.51 in3 Area(Shear): 7.62 in2 35.63 int Moment of Inertia(deflection): 101 49 in4 418.64 in4 Moment: -9328 ft-Ib 14859 ft-Ib Shear 23171b 10830lb NOTES c r'r 08/01/16 These calculations are also vaild for the 2010 New York Code Page 11 of 11 i JOB SI-15-1002 Parapet SHEET NO. 1 OF 2 CALCULATED BY DB DATE 12/22/2015 CHECKED BY DATE i 1 I Parapet Connection 1 I Parapet Height= 4 ft. ! i 3 Sec Gust Wind Speed= 120 mph I Wind Exposure= B Wind Load= 65.295 psf includes 2.25 parapet factor Stud Spacing= 16 in o c. Stud Width= 5.5 in i Shear Load from Wind=Wind Load x Stud Spacing x Parapet Height Shear Load from Wind= 65.295 psf x 16 in o c. x 4 ft. = 348.24 Ib Shear load is equal to equvialent point.load in middle of wall from uniform wind load. I i , I j Moment from Wind=Shear Load from Wind x Parapet Height/2 Moment from Wind= 348.24 Ib x 4 ft. / 2 Moment from Wind= 696.5 ft Ib 12/24/15 Plates to Stud - Shear for Wind Fasteners: 0.131"x3"nails Allowable Load= 87 904 Ib Wind Quantity Req'd = 4 nails Bottom Plate to Perimeters - Shear for Wind Fasteners: 2 rows of#8x4"Screws Allowable Shear Load= 249 6 Ib Wind Spacing Req'd = 1147 in o c. per row Stud to Interior Face of Roof Rims - Moment for Wind Fasteners: CS16 w/(10)0 148"x3.0"nails each end Allowable Load= 1480 Ib Wind Spacing Req'd = 18.42 in o c. Stud to Exterior Face of Roof Rims - Moment for Wind Fasteners: CS16 w/(10)0 148"x3.0"nails each end Allowable Load= 1480 Ib Wind Spacing Req'd = 18.42 in D.C. JOB SI-15-1002 Parapet SHEET NO. 2 OF 2 CALCULATED BY DB DATE 12/22/2015 CHECKED BY DATE Parapet Connection Parapet Height= 4 ft. Guard Rail Force 200 Ib Stud Spacing= 16 in D.C. Stud Width= 5.5 in Shear Load = 200 Ib Al�11'1 Moment=Shear Load x Parapet Height Moment= 200 Ib x 4 ft. Moment= 800.0 ft Ib r�P 12/24/15 Plates to Stud - Shear Fasteners: 0 131"x3"nails Allowable Load= 68.675 Ib Quantity Req'd = 3 nails Bottom Plate to Perimeters - Shear Fasteners. 2 rows of#8x4"Screws Allowable Shear Load= 195 Ib Spacing Req'd = 15.60 in D.C. per row Stud to Interior Face of Roof Rims - Moment Fasteners: CS16 w/(10)0 148"x3 0"nails each end Allowable Load= 1480 Ib Spacing Req'd = 16.03 in D.C. Stud to Exterior Face of Roof Rims - Moment Fasteners CS16 w/(10)0 148"x3.0"nails each end Allowable Load= 1480 Ib Spacing Req'd = 16.03 in D.C. i I ' JOB SI-15-1002 Drazic SHEET NO. 1 OF 44 (68 total pages) David E. Billingsley, PE CALCULATED BY DB DATE 5/17/2016 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 Design Criteria Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer Foundation/piling engineer must verify the listed connections are appropriate with acutal foundation/piling system. Foundation/piling engineer may specify alternate connections that meet the required loads. Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting under the direction of a licensed Professional Engineer,to alter this item in any way Location. NY 120mph Exp C or less Building Description: =-•- - Residential One Story ' ` !- ;�� (modular portion) Modular Wood Frame Construction �t 1 Codes: 2010 New York Residential Code 05/20/16 2005 NDS ASCE 7-05 Building Importance Category- II Seismic Criteria Seismic Design Category(SDC) B Short period design spectral response acceleration(SDs) 0.32 Seismic Importance Factor 1 00 Basic Wind Speed Vasd= 120 mph Exposure= C Wind Exposure Adjustment Factor= 14 Wind Importance Factor 1.00 Snow Load Ground Snow Load= 20 psf Snow Importance Factor 1.00 JOB SI-15-1002 Drazic SHEET NO. 2 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Criteria Cont. Floor Diaphragm Aspect Ratio Length of side(1-1)(house width)= 63.1 ft. 05/20/16 Length of side(LZ)(house length)= 100 ft. - L2&L, = 1.6 :1 < 3 .1 OK Max Mean Roof Height= 30 ft. Exposed Foundation Height= 8 ft. Roof Framing Span (Horizontal Projection)= 15 583 ft. Roof Framing Spacing= 16 in. o.c. Roof Overhang Length= 0 ft. Roof Slope= 0.25 12 Roof Diaphragm Aspect Ratio Length of side(Li)(width)= 63.1 ft. Length of side(1-2)(length)= 100 ft. Roof/Ceiling Assembly Dead Load= 15 psf Roof Framing Type= Rafter - Open Joist JOB SI-15-1002 Drazic SHEET NO. 3 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Criteria Cont. 1st Story Loadbearing Wall Height= 9 ft. Wall Stud Specifications= 2x6 SPF##3 Wall Stud Spacing= 16 in.D.C. Shearwall Segment Aspect Ratio 1 st Story Shearwall Height= 9 ft. OSB-PLY GYP 1st Story Minimum Shearwall Length= H/3.5= 2.57 ft. H/1.5 = 6.00 ft. 1st Story Wall Length Available for Full Height Sheathing Bline 1 12.10 ft. Lline A 23.15 ft. Bline 2 26.60 ft. Lline B 13.25 ft. 1st Story Maximum Unrestrained Opening Height Hline 1 0 in. Hline A 108 in. Hline 2 0 in. Hline B 108 in. 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 5 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Uplift Connections(cont'd) Note: All uplift load on roof resisted at sidewalls Main Building Connection Design Connections to transfer uplift loads from the roof assembly to foundation must maintain a continuous load path. Use structural connectors to provide the required connection. Alternate connection methods may be used, if they are satisfactorily proven to resist the calculated loads. 05/20/16 Truss to Edge Rail Connection Connector: Simpson MMLUI311 Fastener: (10)0 131"x1 5"nails to edge rail and(4)0.131"x1 5"nails to joist Allowable Load= 445 Ib Connector Req'd Uplift in.to ft. Req'd Provided Capacity Load conversion Spacing Spacing' 445 lbs / 226 plf x 1 f/12 in = 24 in. 16 in. Wall Sheathing to Edge Rail Connection Connector• 7/16"OSB/PLY overlap Must Use Nails in Higher than Fastener 0 11 3i x 2-3/8in nails Seismic Zone C Nail Value-Lateral Value 0 113in x 2-3/8in nail= 83 lbs per nail Use 2 rows of nails along Edge Rail -stagger spacing between rows Req'd Uplift - Required Load Spacing 226 plf 6 in. o c. JOB „ SI-15-1002 Drazic SHEET NO. 6 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Uplift Connections(cont'd) 1 st Story Wall Stud to Floor Band Connection Connector 7/16"OSB/PLY overlap floor rim joist min. 3" Fastener- 0.113in x 2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 83 lbs per fastener Use 2 rows of fasteners along bottom edge of panel -stagger spacing between rows i Req'd Uplift Required Load Spacing line_A 196 plf 6 in.o.c. line_B 143 plf 6 in. o c. line-1 0 plf 6 in.o c. line-2 0 plf 6 in.o c. t 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 7 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Uplift Connections(cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical 1 st Story Module to Sill Plate Connection made with Connector: 7/16"OSB/PLY overlap sill plate 1 5" Fastener 0 11 3i x 2in nails Must Use Nails in Higher than Seismic Zone C Lateral Value= 83 lbs per fastener Use 1 row of fasteners along bottom edge of panel Floor Band to Sill Plate Connection Req'd Uplift Req'd Load Spacing line_A 196 plf 5 in. o c. line_B 143 plf 6 in. o c. line-1 0 plf 3 in.o.c. line-2 0 plf 3 in. o c. 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 8 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sinqle Shear Staple Capacity w/min. 1"penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0 4375 in Side member thickness F,t, = 100000 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11 3 1 B Ss = OSB/PLY Side member species Re = 0.7791 = Fem/Fes Ms = SPF Main member species R, = 2.2857 = Im/IS SG = 16 Staple Gage Im = 1 in main member dowel bearing length CD = 1.6 Load Duration Factor IS = 04375 in side member dowel bearing length Fem= 3350 psi main member dowel bearing strength Fes = 4300 psi side member dowel bearing strength Staple Capacity- Table 11 3.1A Yield Limit Equations. Zstaple=2 Legs x Zmin Mode Shear Zstaple= 40.4 lbs Im Z1m= D x Im x Fem x CD = 153.5 Ib Rd Is Z1,= . D x Ig x Fes x CD = 86.2 Ib '! Rd II Z11= k, x D x IS x Fes x CD = 54.5 Ib i. Rd r; Illm Z111m= k2 D x x Im x Fem x CD = 56.3 Ib • ( Re)x Rd Fe. 05/20/16 III, Z111s= k3 x D x Is x Fem x CD = 33.6 Ib (2+Re)x Rd IV ZN= p2 x F2 x Fem x Fyb (1/2)�' � = 20.2 Ib Rd 3 x(1 +Re) Minimum Shear, Zmin= 20.2 Ib Notes: K, = [Re+ (2Re2x(1+Rt+Ri))+ (Rt2 x Re3)1(l 2)-[Re x(1+R1)] = 06 (1+Re) K2 = -1 + (2 x(1+Re))+ 2F b x(1+2Re)x D2 (1/2) = 09 3F,,,,x Im2 K3 = 1 + (2 x(I+Re))+ 2F b x(2+Re)x D2 (in) = 14 Re 3Fem x 1,2 JOB SI-15-1002 Drazic SHEET NO 8A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Single Shear Staple Capacity w/Metal Side Member w/min. 1"penetration "Other Dowel-Type Fasteners" D = 0.063 in Diameter is = 0 036 in Side member thickness Fyb = 100000 psi Dowel bending yield strength tm = 1 in Main member penetration Rd = 2.2 Reduction Term-See Table 11 3 1 B Ss = 20GA Steel Side member species Re = 00542 = Fem/Fes Ms = SPF Main member species Rt = 27 778 = Im/Is SG = 16 Staple Gage IM = 1 in main member dowel bearing length CD = 16 Load Duration Factor I, = 0 036 in side member dowel bearing length Fem= 3350 psi main member dowel bearing strength Fes = 61850 psi side member dowel bearing strength Staple Capacity- Table 11.3.1A Yield Limit Equations: Zstaple=2 Legs x Zmin - Mode -Shear Zstaple= 52.5 lbs Im Zim= D x Im x Fem x CD = 153.5 Ib Rd is Zi,= D x I,x Fes x CD = 102.0 Ib Rd II Z,i= k, x D x 1,x Fes x Co = 62.8 Ib ; Rd I Ilm Zttim= k2 x D x Im X Fem x CD = 667 Ib 05/20/16 (1+2Re)x Rd III, Zti,,= k3 x D x I,x Fem x CD = 31 8 Ib (2+Re)x Rd IV Ziv= D2 x E2 x Fem x Fyb ('n) = 26.3 Ib Rd 3 x(1 +Re) Minimum Shear,Zmin= 263 Ib Notes. K, = [Re+ (2R02x(1+Rt+Rt2))+ (R,2 x Re3)]('r2)-[Re x(1+R,)] = 06 (1+Re) K2 = -1 + (2 x(1+Re))+ 2F b x(1+2R,)x DZ (1n) = 05 3Fem X Im2 K3 = -1 + (2 x(1+Re))+ 2F b X(2+R,,)x D2 ('n) = 11.8 Re 3Fem x Ise JOB SI-15-1002 Drazic SHEET NO. 9 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE 16GA Strap Capacity Thickness of Strap= 0 0598 in Strength of Steel= 36 ksi Strength Reduction Factor= 0.6 Width of Steel Strap= 1.5 in Thickness of fastener= 0.1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 1768.3 Ib 0 131"x2.5"Nail Capacity Shear Z= 83 Ib NDS Table 11 P Load Duration Factor= 16 for wind Adjusted Fastener Capacity= 132.8 Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= 14 nails each end of each strap 05!20/16 JOB SI-15-1002 Drazic SHEET NO 9A OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE 20GA Strap Capacity Thickness of Strap= 0.0359 in Strength of Steel= 36 ksi Strength Reduction Factor= 06 Width of Steel Strap= 1.25 in Thickness of fastener= 0 1310 in Capacity of Strap=Thicknes x(Width of Strap-Width of fastener)x Strength of Steel x Strength Reduction Factor= Capacity of Strap= 867 72 Ib 0 131"x2.5"Nail Capacity Shear Z= 81 Ib NDS Table 11P Load Duration Factor= 16 for wind Adjusted Fastener Capacity= 129.6 Ib Required Quantity of Fasteners to achieve max capacity of strap= QTY= 7 nails each end of each strap 05/20/16 JOB SI-15-1002 Drazic SHEET NO 10 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Loads Unit Uplift Load= 226 plf = Roof to Wall Connection Load = 226 plf 05/20/16 J Wall to Girder Connection Load = 226 plf - 65 plf= 161 plf 'Connection loads less than 0 do not require uplift connectors Amount of load to be subtracted per Story= [(Unit Width/2)x Floor/Roof Dead Load]+Wall Dead Load {[(15 58 ft / 2) x 10 psf] + 30 plf) x 0 6 = 65 plf JOB SI-15-1002 Drazic SHEET NO 11 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design Ceiling Beam/Rail to Wall Stud Connection Connector- Simpson Strong-Tie LSTA12 Fastener (10)0.148"x2.5"nails (5 each end of strap) Allowable Load= 795 Ib Req'd Uplift Req'd Provided Load Spacing Spacing 226 plf 42 in. 32 in. Q_�_�05/20/16 JOB SI-15-1002 Drazic SHEET N0. 11A 0f 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Uplift Connections(cont'd) Marriage Wall Connection Design i' � 05/20/16 1 st Story Wall Stud to Floor Girder Connection Connector- Simpson Strong-Tie LSTA12 Fastener, (10)0.148"x2.5"nails (5 each end of strap) Allowable Load= 795 Ib for SPF Req'd Uplift Req'd Provided Load Spacing Spacing 161 plf 48 in. 48 in. Floor Girder to Foundation Connection Req'd Uplift Load 161 plf per box JOB SI-15-1002 Drazic SHEET NO. 12 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE i Uplift Connections(cont'd) Check Tensile Strength of Studs to Transfer Uplift Loads 2x6 SPF#3 Nominal Tensile Stress Ft= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor i CD= 1 6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1.3 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress F;=Ft CD CF= 520 psi ANSI/AF&PA NDS Table 4 3 1 Net Area of Stud I A= 8.25 int ! Allowable Tensile Load P;=F;A= 4290 Ib > 302 Ib OK 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 12A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE i Sliding Connections Capacities Design 1 st Story Module to Sill Plate Connection { Assume Typical Connection made with 0 131"x 3"toenails. Specific Gravity of Member 05/20/16 G= 0.42 Thickness•of Member 4 is= 1 50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI/AF&PA NDS Table 11N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ct,= 083 ANSI/AF&PA NDS 11 5 4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C,,, = 109 Ib ANSI/AF&PA NDS Table 10.3 1 0 131"x 3"toenails. 2"o c. nails = 109 Ib x 12 in/ft/ 2 in o c = 653 plf 3"o c. nails = 109 Ib x 12 in/ft/ 3 in o c = 435 plf 4"o.c. nails = 109 Ib x 12 in/ft/ 4 in o c = 326 plf 5"o c. nails = 109 Ib x 12 in/ft/ 5 in o c = 261 plf 6"D.C. nails = 109 Ib x 12 in/ft/ 6 in o c = 217 plf 0.131"x 3" Nails Z' = ZCD = 131 lb 2 rows of 0 131"x3"nails at 4"o c. = 131 Ib x 12 in/ft/ 4 in o c x 2 = 787 plf 2 rows of 0 131"x3"nails at 5"o c. = 131 Ib x 12 in/ft/ 5 in o c x 2 = 629 plf 2 rows of 0 131"x3"nails at 6"o c. = 131 Ib x 12 in/ft/ 6 in o c x 2 = 524 plf 2 rows of 0 131"x3"nails at 7"o c. = 131 Ib x 12 in/ft/ 7 in o c x 2 = 449 plf 2 rows of 0 131"x3"nails at 8"o c. = 131 Ib x 12 in/ft/ 8 in o c x 2 = 393 plf 3 rows of 0 131"x3"nails at 4"o c. = 131 Ib x 12 in/ft/ 4 in o.c x 3 = 1180 plf 3 rows of 0 131"x3"nails at 5"o c. = 131 Ib x 12 in/ft/ 5 in o c x 3 = 944 plf 3 rows of 0.131"x3"nails at 6"o c. = 131 Ib x 12 in/ft/ 6 in o c x 3 = 787 plf 3 rows of 0 131"x3"nails at 7"o c. = 131 Ib x 12 in/ft/ 7 in o c x 3 = 674 plf 3 rows of 0 131"x3"nails at 8"o c. = 131 Ib x 12 in/ft/ 8 in o c x 3 = 590 plf JOB SI-15-1002 Drazic SHEET NO. 13 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE I Shear Connections-MWFRS Roof Pitch= 0.25.12 Roof Height= 10.25 ft Roof Span= 15.583 ft. 3 Sec Gust Wind Speed= 120 mph Wind Exposure= C Max Wall Height= 9 ft Wind Importance Factor= 1.00 End Zone Length= 800 ft Building Length= 100 ft Floor/Ceiling Depth= 1 ft Horizontal Design Wind Pressures Enter 10psf as minimum value or if value is less than zero Wall Pressure Perp to Ridge= 28.71 psf See Page 13A& 13B for pressure calcs Roof Pressure Perp to Ridge= 17.15 psf Wall Pressure Parallel to Ridge= 28.71 psf Roof Pressure Parallel to Ridge= 29.02 psf I, 05/20/16 J Perpendicular to Ridge Roof Diaphragm Load (Roof Hor Press. Perp x Roof Height) + (Wall Hor. Press. Perp.x Wall Height/2) Roof Diaphragm Load = 305 plf Floor Diaphragm Load = [Wall Hor Press. Perp.x(Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load = 287 plf Parallel to Ridge Roof Diaphragm Load = (Roof Hor Press. Par x Roof Height) + (Wall Hor Press. Par x Wall Height/2) Roof Diaphragm Load = 278 plf Floor Diaphragm Load = [Wall Hor Press Par x (Wall Height+Floor/Ceiling Depth)] Floor Diaphragm Load 287 plf JOB SI-15-1002 Drazic SHEET NO 13A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE r" Shear Connections-MWFRS Roof Pitch= 0.2512 Roof Height= 10.25 ft Roof Span= 15.583 ft. 3 Sec Gust Wind Speed,V= 120 mph Wnd Exposure= C Max Wall Height= 9 ft Wind Imp. Factor, 1 = 1.00 End Zone Length= 8.00 ft Building Length, L= 100 ft Floor/Ceiling Depth= 1 ft Mean Roof Height, h= 30 ft Building Width, B= 63.1 ft qz=0.00256KzKztKdV21 KZ= 0 98 Per Table 27.3-1 from 7-10 and per table 6-3 from 7-05. (For 7-05 use highest value from case 1 and case 2.) KZt= 1 Kd= 0.85 Per Table 26 6-1 from 7-10 and per table 6-4 from 7-05. qZ= 30.708 psf p=gGCp-gi(GCpi) jl G= 0.85 for rigid structures Perpendicular to the Ridge 05/20/16 Cp„„„= 0.8 Windward Wall Exterior Pressure Coefficient ` Cps,_ -03 Leeward Wall Exterior Pressure Coefficient I Cp r_ -0.45 Windward Roof Exterior Pressure Coefficient Cp,r= -0.45 Leeward Roof Exterior Pressure Coefficient Parallel to the Ridge CPW'= 08 Windward Wall Exterior Pressure Coefficient Cps,_ -0.3 Leeward Wall Exterior Pressure Coefficient Cpwr= -090 -018 Windward Roof Exterior Pressure Coefficient Cpir= -0.90 -0.18 Leeward Roof Exterior Pressure Coefficient GCp;= 018 -018 JOB SI-15-1002 Drazic SHEET NO. 13B OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE 05/20/16 Shear Connections-M Roof Pitch= 0.25.12 Roof Height= 10.25 ft Roof Span= 15 583 ft. 3 Sec Gust Wind Speed,V= 120 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp Factor, 1= 1 00 t End Zone Length= 800 ft Building Length, L= 100 ft Floor/Ceiling Depth= 1 ft Mean Roof Height,h= 30 ft Building Width, B= 63.1 ft qZ= 30.708 psf G= 0.85 for rigid structures p=gGCp-q(GCpi) MWFRS-Wind Perpendicular to Ridge Walls Windward p=( 30 708 psf x 085 x 0.8 )- 30 708 Psf x 0.18 ) = 15.4 psf p=( 30.708 Psf x 085 x 08 )- 30 708 Psf x -0.18 ) = 26 4 psf Leeward P=( 30.708 Psf x 085 x -0.3 )- 30 708 Psf x 0.18 ) = -13.4 psf P= ( 30 708 Psf x 085 x -0.3 )- 30 708 Psf x -018 ) = -2.3 psf Roof Windward P=( 30 708 Psf x 085 x -045 )- 30 708 psf x 018 ) = -17.2 psf P=( 30 708 Psf x 085 x -0445 )- 30 708 Psf x -018 ) = -61 psf Leeward P=( 30.708 Psf x 085 x -045 )- 30 708 Psf x 018 ) = -17.2 psf P= ( 30 708 psf x 085 x -045 )- 30.708 psf x -018 ) = -61 psf Overhang Pressure P=gGCpwindwardroof+gGCpwndwardwall p= ( 30 708 Psf x 085 x 0 80 )-( 30 708 psf x 085 x -045 ) = 32.5 psf i JOB SI-15-1002 Drazic SHEET NO. 13C OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE 05/20/16 Shear Connections-MWFRS Roof Pitch= 0.25:12 Roof Height= 10.25 ft Roof Span= 15.583 ft. 3 Sec Gust Wind Speed,V= 120 mph Wind Exposure= C Wind Exposure Adjustment Factor= 1.4 Max Wall Height= 9 ft Wind Imp Factor, 1 = 1 00 End�Zone Length= 800 ft Building Length, L= 100 ft Floor/Ceiling Depth= 1 ft Mean Roof Height, h= 30 ft Building Width, B= 631 ft qz= 30 708 psf G= 0.85 for rigid structures p=gGCp-q;(GCp;) MWFRS-Wind Parallel to Ridge Walls Windward p=( 30.708 psf x 0.85 x 08 )- 30 708 psf x 0.18 ) = 15 4 psf p=( 30 708 psf x 0.85 x 0.8 )- 30 708 psf x -018 ) = 26 4 psf Leeward p=( 30 708 psf x 0.85 x -03 )- 30 708 psf x 018 ) = -13 4 psf P=( 30 708 psf x .0.85 x -03 )- 30 708 psf x -0.18 ) = -2.3 psf Roof Wndward p=( 30 708 psf x 085 x -0.90 )- 30 708 psf x 018 ) = -29 0 psf r p=( 30 708 psf x 0.85 x -090 )- 30 708 psf x -0.18 ) = -18 0 psf Leeward p=( 30 708 psf x 0.85 x -090 )- 30.708 psf x 0.18 ) = -29.0 psf p=( 30 708 psf x 085 x -090 )- 30 708 psf x -018 ) = -18 0 psf Overhang Pressure p=gGCpvindwardroor+gGCp Andwardwan p=( 30 708 psf x 085 x 0 80 )-( 30.708 psf x 085 x -090 ) = 44 4 psf ` JOB SI-15-1002 Drazic SHEET NO 13D OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 1 CHECKED BY DATE , i Shear Connections-C&C Roof Pitch= 0.25:12 Roof Height= 10.25 ft Roof Span= 15 583 ft. 3 Sec Gust Wind Speed,V= 120 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp. Factor, 1 = 1 00 End Zone Length= 8.00 ft Building Length, L= 100 ft Floor/Ceiling Depth= 1 ft Mean Roof Height, h= 30 ft Building Width, B= 63.1 ft qz=0 00256KzKztKdV21 KZ= 0,98 Per Table 30 3-1 from 7-10 and per table 6-3 from 7-05 (For 7-05 use highest value from case 1 and case 2.) KZj= 1 Kd= 0.85 Per Table 26 6-1 from 7-10 and per table 6-4 from 7-05. qZ= 30.708 psf p=gGCp-q;(GCp;) 05/20/16 G= 0.85 for rigid structures Walls Per Figure 30 6-1 7-10 and per Figure 6-17 7-05 Cp4+= 1 00 Zone 4 Positive Cp¢_ -1.10 Zone 4 Negative • Cp5+= 1.00 Zone 5 Positive Cp5__ -139 Zone 5 Negative Roof Per Figure 30 4-2A,B&C 7-10 and per Figure 6-11 B,C&D 7-05 Cp„= 0 44 Zone 1 Positive Cp1ah+= 0.44 Zone 1 OH Positive Cpl__ -0.87 Zone 1 Negative Cpioh__ -087 Zone 1 OH Negative Cpl+= 044 Zone 2 Positive Cp2oh+= 044 Zone 2 OH Positive Cpl__ -1.54 Zone 2 Negative Cp2oh__ -2.20 Zone 2 OH Negative Cp3+= 0.44 Zone 3 Positive Cp3oh+= 044 Zone 3 OH Positive Cp3__ -2.41 Zone 3 Negative Cp3oh__ -331 Zone 3 OH Negative' GCpi= 018 -018 JOB SI-15-1002 Drazic SHEET No. 13E of 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 ! CHECKED BY DATE t ' 05/20/16 Shear Connections-C& Roof Pitch= 0.25.12 Roof Height= 10.25 ft Roof Span= 15.583 ft. 3 Sec Gust Wind Speed,V= 120 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp Factor, 1 = 1.00 End Zone Length= 800 ft Building Length, L= 100 ft Floor/Ceiling Depth= 1 ft Mean Roof Height, h= 30 ft Building Width, B= 63.1 ft qZ= 30.708 psf G= 0.85 for rigid structures p=gGCP-gi(GCpi) Walls Zone 4 p=( 30 708 Psf x 0 85 x 1 00 )- 30 708 Psf x 018 ) = 204 psf p=( 30 708 psf x 085 x 1 00 )- 30.708 Psf x -018 ) = 31.5 psf p=( 30 708 Psf x 0.85 x -1 10 )- 30 708 psf x 018 ) = -341 psf P=( 30.708 Psf x 0 85 x -1 10 )- 30.708 Psf x -0.18 ) = -231 psf Zone 5 p=( 30.708 psf x 0 85 x 1.00 )- 30.708 Psf x 018 ) = 204 psf P=( 30.708 psf x 085 x 1 00 )- 30 708 psf x -018 ) = 31.5 psf p=( 30 708 psf x 0.85 x -1.39 )- 30 708 psf x 0.18 ) = -41 8 psf P=( 30.708 Psf x 0.85 x -1 39 )- 30 708 Psf x -018 ) = -308 psf Roof Zone 1 P=( 30 708 psf x 085 x 044 )- 30 708 Psf x 018 ) = 5 8 psf P= ( 30 708 psf x 0:85 x 044 )- 30 708 Psf x -018 ) = 169 psf P=( 30 708 Psf x 085 x -087 )- 30 708 Psf x 0.18 ) = -28.2 psf p=( 30 708 psf x 085 x -0 87 )- 30 708 psf x -018 ) = -171 psf Zone 2 P=( 30.708 psf x 085 x 0.44 )- 30 708 Psf x 0 18 ) = 5.8 psf p=( 30.708 Psf x 085 x 044 )- 30 708 psf x -018 ) = 169 psf P= ( 30 708 psf x 085 x -1 54 )- 30 708 Psf x 018 ) = -457 psf i p= ( 30 708 psf x 0 85 x -1.54 )- 30 708 psf x -018 ) = -34 7 psf Zone 3 p=( 30 708 Psf x 085 x 044 )- 30 708 psf x 018 ) = 5 8 psf p=( 30 708 psf x 085 x 044 )- 30 708 psf x -018 ) = 169 psf p= ( 30.708 psf x 085 x -2.41 )- 30 708 psf x 0 18 ) = -68 4 psf p= ( 30 708 psf x 085 x -2.41 )- 30 708 psf x -018 ) = -573 psf ' JOB SI-15-1002 Drazic t SHEET NO. 13F of 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE I. Shear Connections-C&C Roof Pitch= 0.25:12 Roof Height= 10.25 ft Roof Span= 15.583 ft. 3 Sec Gust Wind Speed,V= 120 mph Wind Exposure= C Max Wall Height= 9 ft Wind Imp Factor, 1 = 1 00 End Zone Length= 8.00 ft Building Length, L= 100 ft Floor/Ceiling Depth= 1 ft Mean Roof Height, h= 30 ft Building Width, B= 63.1 ft qz= 30.708 psf G= 085 for rigid structures P=gGCP-q(GCpi) QQ 05/20/16 t Roof OH Zone 1 OH P=( 30.708 Psf x 0.85 x 0.44 )- 30.708 Psf x 0.18 ) = 58 psf p=( 30.708 psf x 0.85 x 0.44 )- 30 708 psf x -018 ) = 169 psf P=( 30 708 Psf x 085 x -087 )- 30 708 psf x 018 ) _ -28.2 psf P= ( 30 708 psf x 0 85 x -0 87 )- 30 708 psf x -018 ) _ -171 psf Zone 2 OH P=( 30.708 psf x 0.85 x 044 )- 30 708 Psf x 018 ) = 58 psf P= ( 30 708 Psf x 0.85 x 044 )- 30 708 psf x -018 ) = 169 psf P=( 30 708 Psf x 085 x -2.20 )- 30 708 psf x 018 ) _ -630 psf P=( 30 708 Psf x 0.85 x -2.20 )- 30 708 Psf x -018 ) _ -51 9 psf Zone 3 OH P=( 30 708 Psf x 0.85 x 044 )- 30 708 psf x 018 ) = 5.8 psf I P= ( 30 708 Psf x 0.85 x 044 )- 30 708 Psf x -018 ) = 169 psf ' P= ( 30 708 Psf x 085 x -331 )- 30 708 Psf x 0.18 ) _ -920 psf P=( 30 708 psf x 085 x -331 )- 30 708 psf. x -018 ) _ -81 0 psf JOB SI-15-1002 Drazic SHEET NO 14 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE i Shear Connections-Wind(cont'd) Reference Sheet 13 for wroof&wfloor calculations Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge wroof = 305 plf wroof = 278 plf wnoor= 287 -plf wnoor= 287 plf L= 100 ft. B= 63.1 ft. Vroof=wroof x L= 30500 Ib Vroof=wroof x B= 17537 Ib Vnoor=wnoor x L= 28712 Ib Vnoor=wnoor x B= 18117 Ib Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B = 242 plf vroof=Vroof/2/L= 88 plf vfloorl =Vroof+Vfloorl /2/B= 469 plf vfloorl =Vroof+Woor/2/L= 178 Of I t I ' 05/20/16 f JOB SI-15-1002 Drazic SHEET NO 15 OF 44(68 total pages) + CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Shear Connections-Seismic(cont'd) Total Shear Capacity Requirements-Seismic Seismic Design Category= B 05/20/16 Weights: Factors: Wroof= 94650 Ib R= 6.5 Table 12.14-1 Wswall= 12000 Ib Fa= 14 Section 12.14 8.1 Wewall= 7572 Ib F= 1 Section 12.14 8 1 Wgable= 3786 Ib SDs= 0.32 Secction 11 4 1 Wfloor= 63100 Ib 1= 1.00 Seismic Importance Factor Wtotal= 181108 Ib Seismic Base Shear,V Section 12.14 8 1 V= F x SDs x Wow X 1 = 8916 Ib j R Vertical Distribution, Fx: Section 12.14.8.2 F. = % x V Kola[ r ' Fx.roof= 4660 Ib Floor Diaphragm Load= 8916 Ib Fx.floorl = 8916 Ib t Diaphragm Unit Shear Capacity Requirements B= 63 1 ft. L= 100 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/2/B= 37 plf vroof=Fx.roof/2/L= 23 Of 1st floor down from roof vfloorl = Fx.floorl /2/B= 71 plf vfloorl =Fx.floorl /2/L= 45 plf l JOB SI-15-1002 Drazic SHEET NO 16 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Shear Connections(cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline 1 12.10 ft. %line 1= 19 Bline 2 26 60 ft. %line 2= 42 Shearwall Unit Shear Capacity Vwall line 1=Vroof/2 Bline 1 Vwall line—I= 0 0 0 9150 Ib /(2 x 12.10 ft.) Vwall line-1= 378 plf Wind Controls Vwall line-2=Vroof/2 Bline_2 Vwall line-2= 0 0 0 12200 Ib /(2 x 26.60 ft.) Vwall line—2= 229 plf Wind Controls Shear Parallel to Ridge '1st Story Shear Wall Wall Length Available for Full Height Sheathing Lline A 23.15 ft. %line P 46 Lline B 13.25 ft. %line E 33 Shearwall Unit Shear Capacity Vwall line—A=Vroof 12 Bline A Vwall line_A= 0 0 0 4336 Ib /(2 x 23 15 ft.) 4 Vwall line_A= 94 plf Wind Controls t Vwall line_B=Vroof/2 Bline_B Vwall line_B= 0 0 0 13007 Ib /(2 x 13.25 ft.) Vwall line—B= 491 plf Wind Controls 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 16A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE I I Shear Connections(cont'd) Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline 3: 19.00 ft. %line 3= 30 Bline 4 22.00 ft. %line 4= 35 Shearwall Unit Shear Capacity - Vwall line 3=Vroof/2 Bline 3 Vwall line-3= 0 0 0 9150 Ib /(2 x 19.00 ft.) Vwall line 3= 241 plf Wind Controls Vwall line—4=Vroof/2 Bline 4 Vwall line-4= 0 0 0 12200 Ib /(2 x 22.00 ft.) Vwall line—4= 277 plf Wind Controls Shear Parallel to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Lline C 34.83 ft. %line C 50 Lline D 29.50 ft. %line E 53 Shearwall Unit Shear Capacity Vwall line_C=Vroof/2 Bline_C Vwall line_C = 0 0 0 13201 Ib /(2 x 34.83 ft.) Vwall line_C= 190 plf Wind Controls Vwall line_D=Vroof/2 Bline D Vwall line_D= 0 0 0 4336 Ib /(2 x 29 50 ft.) ' Vwall line—D= 73 plf Wind Controls 05/20/16 1 JOB SI-15-1002 Drazic SHEET NO. 16B OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Shear Connections(cont'd) C Reference Sheet 14& 15 for Vroof calculations Shearwall Unit Shear Capacity Requirements Shear Perpendicular to Ridge 1 st Story Shear Wall Wall Length Available for Full Height Sheathing Bline 5. 22.00 ft. %line 5= 35 Shearwall Unit Shear Capacity • Vwall line_5=Vroof/2 Bline_5 Vwall line-5= 0 0 0 16470 Ib /(2 x 22.00 ft) Vwall line 5= 374 plf Wind Controls s I 05/20/16 _ Qqp�i , N3 1 i JOB SI-15-1002 Drazic SHEET NO. 17 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 t� CHECKED BY DATE f Shear Connections(cont'd) CQ�p�01/20/16 rf Shear Capacity of 1 st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge %line_1 19 <25%, %line 2 42 Wind Parallel to Ridge %line_P 46 %line E 33 Maximum Unrestrained Opening Height 1 st Story Wall Height- 9 ft. Wind Perpendicular to Ridge Wind Parallel to Ridge Hline_1 0 in. Hline_A 108 in. Hline 2 0 in Hline B 108 in. Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fline_1= N/A Fline_A 048 Fline 2 1 00 Fline B 0 43 I r JOB SI-15-1002 Drazic SHEET NO 18 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Shearwall Design Note. Gable wall studs at roof level must be same, size, species and grade as wall below They must also be sheathed and fastened the same as wall below Shear Capacity of Segmented Shearwall Assembly - Framing Species Specific Gravity G= 042 1 st Story Wall-line_1 SEGMENTED 7/16"OSB w/0 113"x2"nails @ 3"o c. panel edge&12"D.C.field nailing(exterior) Tabulated Value= 331 plf vs= 1 40(Tab Value)= 463 plf vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 463 plf + 0 plf = 463 plf > 378 plf OK 1 st Story Wall-line_2 SEGMENTED 7/16"OSB w/0.113"x2"nails @ 4"o c. panel edge& 12"D.C.field nailing(exterior) Tabulated Value= 248 plf vs= 1 40(Tab Value)= 347 plf vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 347 plf + 0 plf = 347 plf > 229 plf OK 1st Story Wall-line_A PERFORATED 7/16"OSB w/0 113"x2"nails @ 6"o c. panel edge& 12"o c.field nailing(exterior) Tabulated Value= 165 plf vs= 1 40(Tab Value)= 231 plf r vs= 0 plf + Shear Capacity of Shearwall Assembly Vs = 231 plf + 0 Of = 231 plf > 94 plf OK 1st Story Wall-line_B SEGMENTED 7/16"OSB w/0 113"x2"@ 2"o c. panel edge& 12"o c.field nailing(exterior)-dbl studs @ shtg sep, Tabulated Value= 423 plf ' vs= 1 40(Tab Value)= 592 plf Vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 592 plf + 0 plf = 592 plf > 491 plf OK /-I 0512Q/16 t �/ JOB SI-15-1002 Drazic SHEET NO. 18A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Shearwall Design Note. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G= 042 1st Story Wall-line-3 SEGMENTED 7/16"OSB w/0 113"x2"nails @ 4"o c. panel edge& 12"o.c.field nailing(exterior) Tabulated Value= 248 plf vs= 140(Tab.Value)= 347 plf Vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 347 plf + 0 plf = 347 plf > 241 plf OK 1 st Story Wall-line-4 SEGMENTED 7/16"OSB w/0.131"x2.5"nails @ 6"o c.panel edge& 12"o.c.field nailing(exterior) Tabulated Value= 239 plf vs= 1.40(Tab Value)= 334 plf vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 334 Of + 0 plf = 334 plf > 277 plf OK 'I 1 st Story Wall-line_C PERFORATED 7/16"OSB w/0 113"x2"nails @ 4"o.c. panel edge& 12"o c.field nailing(exterior) Tabulated Value= 248 plf vs= 1 40(Tab Value)= 347 plf Vs= 0 plf Shear Capacity of Shearwall Assembly vs = 347 Of + 0 plf = 347 plf > 190 plf OK 1st Story Wall-line_D PERFORATED 7/16"OSB w/0 113"x2"nails @ 6"o.c. panel edge& 12"D.C.field nailing(exterior) Tabulated Value= 165 plf vs= 1 40(Tab Value)= 231 plf I vs= 0 plf Shear Capacity of Shearwall Assembly V, = 231 plf + 0 plf = 231 plf > 73 plf OK _1 �0�5/20/16 1 i JOB SI-15-1002 Drazic SHEET NO. 18B OF 44_(68 total pages) CALCULATED BY DB DATE. 5/17/2016 CHECKED BY DATE Shearwall Design Note. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened the same as wall below Shear Capacity of Segmented Shearwall Assembly Framing Species Specific Gravity G= 0.42 1 st Story Wall-line_5 SEGMENTED 7/16"OSB w/0 113"x2"nails @ 3"o c. panel edge&12"o c.field nailing(exterior) Tabulated Value= 331 plf vs= 1 40(Tab Value)= 463 plf vs= 0 plf Shear Capacity of Shearwall Assembly Vs = 463 plf + 0 Of = 463 plf > 374 plf OK 1 QQ�Q� i t 05/20/16 • i 1 I i JOB SI-15-1002 Drazic SHEET NO 19 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs compressive 2x6 SPF#3 Sample Calculation Nominal Tensile Stress F,= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 16 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1 5 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress F;= Ft CD CF=• 600 psi ANSI/AF&PA NDS Table 4.3 1 Net Area of Stud A= 8.25 int Allowable Tensile Load Double 2x4-With Splices Pi= F;A= 3150 Ib Double 2x4-No Splices 6300 Ib Double 2x6-With Splices P;=F;A= 4290 Ib Double 2x6-No Splices 8580 Ib Double 2x10-With Splices P;=F;A= 5550 Ib Double 2x10-No Splices 11100 Ib Z= 131.2 Ib 0.131"x 3.0"Nails Minimum splice lap where splices are allowed= 4 ft 1 st Floor Endwalls T= 4575 Ib Double 2x6 Top Plate-No Splices t J Sidewalls T= 1468 7 Ib Double 2x6 Top Plate-With Splices& Stagger 2 rows of 0 131"x 3 0"Nails @ 8 in D.C. I i i C 05/20/16 : �� t= I 7c r JOB SI-15-1002 Drazic SHEET NO 20 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Shearwall ' Design contd p f 1 Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor r� 1 st Story Wall 1 st Story Wall Height- 9 ft. Shear Perpendicular to Ridge Must Use Segmented Shearwall Design vline_1= 463 NG vline 2 347 plf x 1 00 = 347 plf > 229 plf OK Shear Parallel to Ridge vline_A 231 plf x 048 = 111 plf > 94 plf OK Must Use Segmented Shearwall Design vline_B 592 plf x 0.43 = 254 plf < 491 plf NG Note: Perforated Capacity limited to 490plf for Seismic and 686plf for wind .I t 1 05/20/16 r, �t � i r JOB SI-15-1002 Drazic SHEET NO 21 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE eference Page 22 for Stud Capacity Example Calculation. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side(L,)(house width)= 63.1 ft. Length of side(1-2)(house length)= 100 ft. Dead Load Resistance to Overturning-line-1&line-2 Dead Load= 65 plf Dead Load*(Length to Overturning @ Pivot Point/2)= 2050 8 lbs"0.60= 1230 Return Wall Dead Load= 150 *060= 0 Dead Load Resistance to Overturning-line_A&line_B Dead Load= 150 plf Dead Load*(Length to Overturning @ Pivot Point/2)= 7500 lbs"0 60= 4500 Return Wall Dead Load= " 65 *0 60= 0 I Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1 st Story Module to Foundation-line_1 SEGMENTED Wind Controls T= 378 plf x 9.0 ft. / 1 = 3403 Ib + Ib - 0 lbs DL= 3403 Ib Connector: Simpson Strong-Tie STHD14RJ Fastener w/ 1/2 in min concrete cover and(30) 16d sinkers,locate 1.5in from corner Allowable Load 5345 Ib 1 st Story Module to Foundation-line_2 SEGMENTED Wind Controls T= 229 plf x 9 0 ft. / 1 = 2064 Ib + Ib - 0 lbs DL= 2064 Ib ' Connector Simpson Strong-Tie STHD14RJ Fastener w/ 1/2 in min concrete cover and(30) 16d sinkers,,locate 1.5in from corner Allowable Load 5345 Ib 1 st Story Module to Foundation-line_A PERFORATED Wind Controls T= 94 plf x 90 ft. / 0 4788 = 1760 Ib + Ib < 1827 lbs OK Dead Load of Structure is Sufficient to Resist Overturning Load f 1 st Story Module to Foundation-line_B SEGMENTED Wind Controls T= 491 plf x 9 0 ft. / 1 = 4417 Ib + Ib - 596 lbs DL= 3821 Ib Connector: Simpson Strong-Tie STHD14RJ Fastener- w/ 1/2 in min concrete cover and(30) 16d sinkers, locate 1.5in from corner Allowable Load 5345 lb A/ JOB SI-15-1002 Drazic SHEET NO 21 OF 44(68 total pages) +� CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE �_geference Page 22 for Stud Capacity Example Calculation. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side(1-1)(house width)= 63.1 ft. Length of side(LZ)(house length)= 100 ft. Dead Load Resistance to Overturning-line-3&line-4 Dead Load= 65 plf Dead Load'(Length to Overturning @ Pivot Point/2)= 2050.8 lbs"0 60= 1230 Return Wall Dead Load= 150 *060= 0 R Dead Load Resistance to Overturning-line_C&line—D Dead Load= 150 plf ,Dead Load"(Length to Overturning @ Pivot Point/2)= 7500 lbs'0 60= 4500 Return Wall Dead Load= 65 '0.60= 0 Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1st Story Module to Foundation-line_3 SEGMENTED Wind Controls T= 241 plf x 9.0 ft. / 1 = 2167 Ib + Ib - 0 lbs DL= 2167 Ib Connector- Simpson Strong-Tie STHD14RJ Fastener: w/ 1/2 in min concrete cover and(30)16d sinkers, locate 1.5in from corner Allowable Load 5345 Ib 1 st Story Module to Foundation-line_4 SEGMENTED Wind Controls T= 277 plf x 9 0 ft. / 1 = 2495 Ib + Ib - 215 lbs DL= 2281 Ib Connector: Simpson Strong-Tie STHD14RJ Fastener w/ 1/2 in min concrete cover and(30) 16d sinkers, locate 1 5in from corner Allowable Load 5345 Ib 1 st Story Module to Foundation-line-C PERFORATED Wind Controls �y T= 190 plf x 90 ft. / 05 = 3411 Ib + Ib - 450 lbs DL= 2961 Ib Connector: Simpson Strong-Tie STHD14RJ `1 Fastener- w/ 1/2 in min concrete cover and(30) 16d sinkers, locate 1.5in from corner Allowable Load 5345 Ib 1st Story Module to Foundation-line D PERFORATED Wind Controls i - T= 73 Of x 9 0 ft. / 0.6 = 1102 Ib + Ib < 2520 lbs OK Dead Load of Structure is Sufficient to Resist Overturning Load JOB SI-15-1002 Drazic SHEET NO 21 B OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Reference Page 22 for Stud Capacity Example Calculation. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side(Lj)(house width)= 63.1 ft. Length of side(1-2)(house length)= 100 ft. Dead Load Resistance to Overturning-line-5 Dead Load= 65 plf Dead Load"(Length to Overturning @ Pivot Point/2)= 2050 8 lbs0 60= 1230 Return Wall Dead Load = 0 "0 60= 0 Required Holddown Capacity T=v x h Segemented T=v x h/Co Perforated 1 st Story Module to Foundation-line-5 SEGMENTED Wind Controls T= 378 plf x 9 0 ft. / 1 = 3403 Ib + Ib - 215 lbs DL= 3188 Ib Connector: Simpson Strong-Tie STHD14RJ Fastener w/ 1/2 in min concrete cover and(30) 16d sinkers, locate 1.5in from comer Allowable Load 5345 Ib i, j05/20/16 JOB SI-15-1002 Drazic SHEET NO. 22 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Overturning Connections(cont'd) Check Tensile Strength of Studs to Transfer Overturning Loads-Sample Calculation ' (1) 2x6 SPF#3 05/20/16 Nominal Tensile Stress F,= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD= 1 6 ANSI/AF&PA NDS Table 2.3.2 Size Factor CF= 1 0 ANSI/AF&PA NDS Table 4B Allowable Tensile Stress F;= F,CD CF= 400 psi ANSI/AF&PA NDS Table 4 3.1 Net Area of Studs A= 8.25 int Allowable Tensile Load P;=F;A= 3300 Ib Built up Column Fastening Requirement Assume Typical Connection made with 0.131"x 3.0"Nails Specific Gravity of Member Stud Height= 9 ft G= 042 Thickness of Member is= 1.50 in. Lateral Capacity Z= 82 lbs ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 16 ANSI/AF&PA NDS Table 2.3.2 Allowable Lateral Capacity Z' = Z CD = 131 Ib ANSI/AF&PA NDS Table 10 3 1 Required Spacing for two rows staggered= (Capacity x #of rows) / (Stud Cap / Stud Height) x (ft to in conversion) ( 131 Ib x 2 ) / ( 3300 Ib / 9 ft ) x ( 12 in / 1 ft ) _ = 8 inoc. JOB SI-15-1002 Drazic SHEET NO. 23 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sliding Connections Roof Pitch= 0.25:12 Wall Height= 9 ft. Roof member spacing= 16 in o.c. 3 Sec Gust Wind Speed= 120 mph Wind Exposure= C Load from wind on Wall Wall Horizontal Pressure= 28 71 psf See page 13 Wind Load = Wall Press x(Wall Height/2) Wind Load = 129.2 plf Load required to be transferred to sidewall diaphragm chord Load to in sidewall diaphragm chord = 8768.5 Ib See pages 14& 15 Length of Unit= 100 ft. Load along sidewall in diaphragm chord=sidewall diaphragm chord load/length of unit Load along sidewall in diaphragm chord= 87.685 plf Req. Roof to Wall Load= Max(wind load,diaphragm chord load)x roof mem.spacing= i Req. Roof to Wall Load= 172.27 Ib Roof to Wall Plate Connection Assume Typical Connection made with 0 131"x 3"toenails. Specific Gravity of Member r G= 0.42 Thickness of Member 05/20/16 is= 1.50 in. Lateral Capacity of Nails Z= 82 lbs ANSI/AF&PA NDS Table 11N Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 Toe Nail Factor Ci„= 083 ANSI/AF&PA NDS 11 5 4.2 Allowable Lateral Capacity of Nails Z' = Z Co Ct„ = 109 Ib ANSI/AF&PA NDS Table 10 3 1 Required Roof to Wall Plate Connection Req'd Nail Nails Load Capacity Req'd 172 Ib 109 Ib cap 2 per framing member JOB SI-15-1002 Drazic SHEET NO. 23A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Slidinq Connections Assume Typical Connection made with 0.131"x 3.0"Nails in End-Grain. Specific Gravity of Member G= 0.42 Thickness of Member is= 1 50 in. Lateral Capacity Z= 82.0 lbs ANSI/AF&PA NDS Load Duration Factor CD= 1.6 ANSI/AF&PA NDS Table 2.3.2 End-Grain Nail Factor Ct„= 067 ANSI/AF&PA NDS 11 5 4.2 Allowable Lateral Capacity Z' = Z CD Ceg = 87.9 Ib ANSI/AF&PA NDS Table 10.3.1 Top Plate to Studs&Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 172 Ib 88 Ib cap 2 per framing member Bottom Plate to Floor Assume Typical Connection made with 0 131"x 3 0"Nails Allowable Lateral Capacity of Nails Z' = ZCD = 82 Ib x 1.6 = 131 Ib Req'd Stud Req'd Load Spacing = Load 172 Ib ! 16 in oc 129 plf Nail Req'd Req'd Capacity / Load Spacing 05/20/16 131 Ib cap 129 plf 12 in o c. JOB SI-15-1002 Drazic SHEET NO 23B OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sliding Connections Truss Bottom Chord or Ceiling Joist to Endwall Top Plate Assume Typical Connection made with 0.131"x 3 0"Nails toed Allowable Lateral Capacity of Nails Z' = Z CD Ctn 82 Ib z 16 x 083 = 109 Ib Req'd Building Width Req'd Load Spacing = Load 15250 Ib / 631 ft 242 plf Nail Req'd Req'd Capacity / Load = Spacing 109 Ib cap 242 plf 5 in o c. 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 24 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sliding Connections(cont'd) Alternate Roof to Wall Plate Connection Connector: Simpson Strong-Tie H10A Fastener- (9)0 148"x 1 1/2"nails in truss and(9)0 148"x 1 1/2"nails in plate Allowable Load= 285 Ib for SPF Req'd Lateral Req'd Provided Load Spacing Spacing 129 plf 26 in. 16 in. is - ,Ir QQ05/20/16 JOB SI-15-1002 Drazic SHEET i40 25 of 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sliding Connections(cont'd) Design 1 st Story Module to Sill Plate Connection Assume Typical Connection made with 0 131"x 3"toenails. Specific Gravity of Member 05/20/16 G= 0.42 Thickness of Member is= 1 50 in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 Ib ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 16 ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Ct.= 083 ANSI/AF&PA NDS 11 5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD C,,, = 109 Ib ANSI/AF&PA NDS Table 10.3 1 1 st Story to Sill Plate Connection-line-11,2,4&5 v = Vfloor1 = 469 plf Ref. Sheet 14&15 Connection: 0 131"x 3"toenails. @ NG "o.c. 1 st Story to Sill Plate Connection-line—A, B, C& D ' v = Vfloor1 = 178 plf Ref Sheet 14& 15 Connection. 0 131"x 3"toenails. @ 6 "D.C. USE ALTERNATE CONNECTION ON PAGE 26 FOR LINE 1 &LINE 2 JOB SI-15-1002 Drazic SHEET NO 26 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sliding Connections Cont'd s 05/20/16 Design Alternate 1st Story to Sill Plate Connection 1st Story to Sill Plate Connection-line-1,2,4&5 v = Vfloor1 = 469 plf Connector Simpson Strong-Tie LTP4 Fastener: (12)0 131 in x 1 1/2in nails Allowable Load= 575 Ib Req'd Sliding Req'd Load Spacing 469 plf 14 in 1st Story to Sill Plate Connection-line—A, B,C& D v = Vfloor1 = 178 plf Connector- Simpson Strong-Tie LTP4 Fastener- (12)0 131 in x 1 1/2in nails Allowable Load = 575 Ib Req'd Sliding Req'd Load Spacing 178 plf 38 in. JOB SI-15-1002 Drazic SHEET NO. 27 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections(cont'd) Sill Plate to Foundation Connection-line-1 Connection: 1/2 "dia.Anchor Bolts @ 24 "o c. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section,but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= 055 Thickness of Sill Plate is= 1 50 in Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Zrj= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = ZY CD= 1088 Ib 05/20/16 Vfloor1 = 469 plf Ref Sheet 14& 15 PC6 Load at anchor bolt= Vfloor1 x Anchor Bolt Spacing Load at anchor bolt= 469 plf x 24 "o c. = 938 Ib CSI=Load at anchor bolt/Z' CSI Shear=> CSI= 938 Ib / 1088 Ib 0.86 Check Compression Perpendicular to the Grain 1/8in thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load= Max of 0 plf See page 4 and 0 plf See page 18 Uniform Uplift Load= 0 plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 0 plf x 24 "o c. Concentrated Uplift Load= 0 Ib Allowable Compression Stress Perpendicular to the Grain FL = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4)(0 5+ 1/16)^2) = 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pc.L = Fc.L Awasher= 565 psi x 3 7515 int = 2119 6 Ib CSI Uplift=> CSI = Load at anchor bolt/P,Perp = 0 Ib / 2119 6 Ib = 000 Total CSI = CSI shear+CSI uplift= 086 + 000 = 086 OK JOB SI-15-1002 Drazic SHEET NO 27A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections(cont'd) Sill Plate to Foundation Connection-line-4&5 Connection: 1/2 "dia.Anchor Bolts @ 24 "o c. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z11= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 16 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10 3.1 Z' = ZIr CD= 1088 Ib 1 05/20!16 Vfloorl = 469 plf Ref. Sheet 14& 15 Load at anchor bolt= Vfloorl x Anchor Bolt Spacing Load at anchor bolt= 469 plf x 24 "D.C. = 938 Ib CSI= Load at anchor bolt/Z' CSI Shear=> CSI= 938 Ib / 1088 Ib = 0.86 Check Compression Perpendicular to the Grain 1/8in thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load= Max of 143 plf See page 4 and 0 plf See page 18 Uniform Uplift Load= 143 plf Concentrated Uplift Load=Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 143 plf x 24 "D.C. Concentrated Uplift Load= 287 Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w! 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Av/asher= 2 2 -((Tr/4)(0 5+ 1/16)^2) 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pel = Fc_,_ Awasher= 565 psi x 3 7515 int = 2119 6 Ib CSI Uplift=> CSI = Load at anchor bolt/Pcperp = 287 Ib / 2119 6 Ib = 014 Total CSI = CSI shear+CSI uplift= 086 + 0 14 = 1 00 OK JOB SI-15-1002 Drazic SHEET NO 27B OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections(cont'd) Sill Plate to Foundation Connection-line_A&B Connection: 1/2 "dia.Anchor Bolts @ 48 "o.c. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z//= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10.3.1 Z' = Z// CD= 1088 Ib 41 �(�g05/20/16 Vfloorl = 178 plf Ref Sheet 14& 15 Load at anchor bolt= Vfloorl x Anchor Bolt Spacing Load at anchor bolt= 178 plf x 48 "o c. 713 Ib CSI = Load at anchor bolt/Z. CSI Shear=> CSI = 713 Ib / 1088 Ib = 066 Check Compression Perpendicular to the Grain 1/8in thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load = Max of 143 plf See page 4 and 94 plf See page 18 Uniform Uplift Load= 143 plf Concentrated Uplift Load= Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 143 plf x 48 "D.C. Concentrated Uplift Load= 573 Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1/16"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4)(0 5+ 1/16)^2) 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pel = Fel Awasher= 565 psi x 3 7515 int = 2119 6 Ib CSI Uplift=> CSI =Load at anchor bolt/P,perp = 573 Ib / 2119 6 Ib = 0.27 Total CSI =CSI shear+CSI uplift= 066 + 0.27 = 0.93 OK JOB SI-15-1002 Drazic SHEET NO. 27C OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Anchor Bolt Spacing OK Sliding Connections(cont'd) Sill Plate to Foundation Connection-line_C& D Connection: 1/2 "dia.Anchor Bolts @ 48 "o c. Design Sill Plate to Foundation Connection Assume 1/2 "dia.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each sill plate section, but no closer than 4"from the ends. Minimum 2 bolts per sill section. Specific Gravity of Sill Plate G= 0.55 Thickness of Sill Plate is= 1.50 in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 11 E Z/j= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= 1.6 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI/AF&PA NDS Table 10 3 1 Z' = Z11 CD= 1088 Ib Vfloor1 = 178 plf Ref Sheet 14& 15 05/20/16 Load at anchor bolt= Vfloor1 x Anchor Bolt Spacing Load at anchor bolt= 178 plf x 48 "D.C. 713 Ib CSI = Load at anchor bolt!Z' CSI Shear=> CSI = 713 Ib / 1088 Ib = 066 Check Compression Perpendicular to the Grain 1/8in thick min.washer required Uniform Uplift Load=Max of uplift load at foundation from roof and uplift load from perforated shearwall if applicable. Uniform Uplift Load=Max of 143 pif See page 4 and 0 plf See page 18 Uniform Uplift Load= 143 plf Concentrated Uplift Load=Uniform Uplift Load x Anchor Bolt Spacing Concentrated Uplift Load= 143 plf x 48 "o.c. Concentrated Uplift Load= 573 Ib Allowable Compression Stress Perpendicular to the Grain Fel = 565 psi ANSI/AF&PA NDS Table 4B Try 2 "square washer w/ 1/2 "Anchor Bolt(Assume 1116"oversized hole) Area of Washer Awasher= 2 2 -((Tr/4)(0 5+ 1/16)^2) 3 3/4 int Allowable Compression Load Perpendicular to the Grain Pc-L =Fel Awasher= 565 psi x 3 7515 int = 2119 6 Ib CSI Uplift=> CSI =Load at anchor bolt/Pcperp = 573 Ib / 2119 6 Ib = 0.27 Total CSI=CSI shear+ CSI uplift= 066 + 0.27 = 093 OK JOB SI-15-1002 Drazic SHEET NO. 28 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sheathinq Connections Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads 3 Sec Gust Wind Speed= 120 mph 05/20/16 See pages 13D thru 13F for pressure calcs. Wind Importance Factor= 1.00 Wind Exposure= C C&C Pressures Adjusted Interior Suction Pressure= 34.1 psf Zone 1 Adjusted Perimeter Suction Pressure= 457 psf Zone 2 Adjusted Overhang Suction Pressure= 630 psf Zone 2 OH Adjusted Overhang Suction Pressure= 92.0 psf Zone 3 OH Perimeter Edge Zone Width Minimum Building Dimension= 63.1 ft. Z= 10%Minimum Building Dimension= 6.31 ft. But not less than 3 ft. Roof Framing Spacing= 16 in. o c. Roof Unit Suction Load from Wind Framing • Spacing in ft. D.C. Interior Zone= 34 psf x 1.33 ft. = 45 plf Perimeter Edge Zone= 46 psf x 1 33 ft. = 61 plf Overhang Zone= 92 psf x 1.33 ft. = 123 plf JOB SI-15-1002 Drazic SHEET N6 29 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sheathinq Connections (cont'd) Roof Sheathing Design Roof Sheathing Connection to Resist Suction Loads Roof Sheathing: 7/16"OSB(Unblocked) Fastening: 0 113"x2"nails at 6 "o.c. panel edge fastening and 11 "D.C. field fastening Specific Gravity of Roof Framing G= 042 Diameter of Nails D= 0.113 in Length of Nails L= 2.00 in. Thickness of Sheathing t= 0 4375 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 18 Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 CD= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 29 Ib/in. Length of Nail,Penetration Lp=L-t= 1 563 in. Withdrawal Capacity per Nail W' LP = 45 Ib Required Suction Load Capacity Interior Zone= 45 plf Ref Sheet 28 Perimeter Edge Zone= 61 plf Ref Sheet 28 Overhang Zone= 123 plf Ref. Sheet 28 Required Fastening 9 • Interior Zone= 11 "o C. Perimeter Edge Zone= 6 "o C. Overhang Zone= 4 "o c. 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 30 of 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sheathing Connections(cont'd) Roof Sheathing Design Roof Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement i Max V,,).f= 27450 Ib ` 05/20/16 B= 631 ft. vroof= 218 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G= 042 Roof Sheathing. 7/16"OSB(Unblocked) Fastening: 0.113"x2"nails at 6 "o.c. panel edge nailing and 11 "o c.field nailing Tabulated Value= 161 plf vs = 14 (Tab.Value) See Supplement Table 2C Footnote 1 225.4 plf > 218 plf OK i JOB SI-15-1002 Drazic SHEET NO. 31 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sheathing Connections (cont'd) Floor Sheathing Design Floor Diaphragm to Transfer Shear Loads Unit Shear Capacity Requirement Max Vfl,,.,= 28712 Ib B= 63 1 ft. t°' 05/20/16 vfloor= 228 plf Shear Capacity for Diaphragm Assembly Framing Species Specific Gravity G= 042 Floor Sheathing: 5/8in OSB(Unblocked) Fastening* 0 113"x2"nails at 6 "D.C. panel edge fastening and 12 "o c.field fastening Tabulated Value= 170.2 plf vs = 1.4 (Tab Value) See Supplement Table 2C Footnote 1 238.28 plf > 228 plf OK JOB SI-15-1002 Drazic SHEET NO 32 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sheathing Connections Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads 4 3 Sec Gust Wind Speed= 120 mph o 05/20/16 See pages 13D thru 13F for pressure calcs. Wind Importance Factor= 1.00 Wind Exposure= C i Adjusted Interior Suction Pressure(Zone 4)= 341 psf Adjusted Perimeter Suction Pressure(Zone 5)= 41.8 psf Perimeter Edge Zone Width Minimum Building Dimension= 63.1 ft. Z= 10%Minimum Building Dimension= 6.31 ft. But not less than 3 ft. Wall Framing Spacing= 16 in. D.C. Roof Unit Suction Load from Wind Framing Spacing in ft. o C. Interior Zone= 34 psf x 1 33 ft oc. = 45 plf Edge Zone= 42 psf x 1.33 ft oc. = 56 plf JOB SI-15-1002 Drazic SHEET NO. 33 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Sheathing Connections (cont'd) Wall Sheathing Design Wall Sheathing Connection to Resist Suction Loads Wall Sheathing: 7/16"OSB Fastening: 0.113"x2"nails at 6 "o c. panel edge nailing and 11 "o c.field nailing Specific Gravity of Wall Framing G= 0.42 Diameter of Nails D= 0.113 in. Length of Nails L= 200 in. Thickness of Sheathing t= 04375 in. Nominal Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W= 18 Ib/in. Load Duration Factor ANSI/AF&PA NDS 2.3.2 Co= 1.6 Allowable Nail Withdrawal Design Value ANSI/AF&PA NDS Table 11.2C W'=W CD= 29 Ib/in. Length of Nail Penetration LP= L-t= 1.563 in. Withdrawal Capacity per Nail W'LP = 45 Ib Required Suction Load Capacity Interior Zone= 45 plf Perimeter Edge Zone= 56 plf Required Fastening Interior Zone= 11 "o C. Perimeter Edge Zone= 6 "o c. _� 05/20/16 JOB SI-15-1002 Drazic SHEET NO. 34 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Simpson MMLUI311 (10)0.131"x1.5"nails to edge Truss to Edge Rail Connection 226 plf rail and(4)0 131"x1 5"nails to Sheet 5 @ 16 in o.c. joist 7/16"OSB/PLY overlap Wall Sheathing toEdge Rail Connection 226 plf 2 rows of fasteners 0 113in x 2-3/8in nails Sheet 5 @ 6 in o.c. N L v0. N 0 U 05/20/16 D v Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB SI-15-1002 Drazic SHEET NO. 35 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary Location Connection Wall Force Spacing Reference 7/16"OSB/PLY overlap floor line_A&C 196 plf 6 in o c. rim joist min.3" 1st StoryWall line_B&D 143 plf 6 in o c. Stud to Floor 0.113in x 2in nails Sheet 6 w Band Connection line 1 0 plf 6 in o c. CO Use 2 rows of fasteners along — w, bottom edge of panel j ami line-2 0 plf 6 in o c. C C O U 7/16"OSB/PLY overlap sill line_A&C 196 plf 5 in o c. plate 1.5" D line_B&D 143 plf 6 in O.C. Floor Band to Sill Plate Connection 0.113in x tin nails Sheet 7 Use 1 row of fasteners along line-1 0 plf 3 in D.C. bottom edge of panel line-2 0 plf 3 in o c. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 05/20/16 L JOB SI-15-1002 Drazic SHEET NO. 36 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference Ceiling Beam/Rail to Wall Stud 226lf Simpson Strong-Tie LSTA12 (10)0.148'x2.5'nails Sheet 11 Connection p (5 each end of strap) @32 inoc. N r lti O v— N _ C O ,.. V C C O U D 05/20/1 1 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"8 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. , ^ 4 JOB SI-15-1002 Drazic SHEET NO 37 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary Location Force Connection Fasteners Required Reference .N t4 ate+ N O w N C O C O 05/20/16 a. M 1st Story Wall Stud to Floor 161p If Simpson Strong-Tie LSTA12 (10)0 148"x2.5'nails 11B Girder Connection (5 each end of strap) @48inoc. Floor Girder to Foundation 161 plf Fasten on-site for listed load 11A Connection An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB SI-15-1002 Drazic SHEET NO 38 of 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference :105/20/16 E m N Q Ist Story Wall-Iine_1 7/16"OSB w/0.113"x2"nails a 378 plf 3"o.c.panel edge& 12"o.c. field Sheet 18 dSegmented nailing(exterior) t N 7/16"OSB w/0113" 2" il �% . xmas tr Ist Story Wall-line_2 229 plf 4"o.c.panel edge& 12"o.c.field Sheet 18 Perforated nailing(exterior) Ist Story Wall-Iine_A 7/16"OSB w/0.113"x2"nails @ 94 plf 6"o c.panel edge& 12"o.c.field Sheet 18 Perforated nailing(exterior) lst Story Wall-line_B 7/16"OSB w/0.113"x2" « 2"o c. 491 pIf panel edge&12"o.c.field nailing Sheet 18 Segmented (exterior)-dbl studs a shtg seams Note: 8d nails=0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB SI-15-1002 Drazic SHEET NO. 39 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference f 05/20/16 21 ani .y N Q I st Story Wall-line-3 7/16"OSB w/0.1 13"x2"nails u 241 plf 4"o.c.panel edge& 12"o.c.field 18A M Segmented nailing(exterior) .t 1st Story Wall-line_4 7/16"OSB%v/0.131"x2.5"nails n 277 plf 6"o.c.panel edge& 12"o.c.field 18A Perforated nailing(exterior) Ist Story Wall-line_C 7/16"OSB w/0.113"x2"nails u 190 plf 4"o.c.panel edge& 12"o.c.field 18A Perforated nailing(exterior) Ist Story Wall-Iine_D 7/16"OSB w/0.1 13"x2"nails a 73 plf 6"o.c.panel edge& 12"o.c.field 18A Segmented nailing(exterior) Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB SI-15-1002 Drazic SHEET NO 39A OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference a E a� N y Q M Ist Story Wall-line-5 7/16"OSB w/0.113"x2"nails u 374 plf 3"ox.panel edge& 12"o.c.field 18B M Segmented nailing(exterior) t ri 05/20/16 Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same,size,species and grade as wall below. They must also be sheathed and fastened the same as wall below. JOB SI-15-1002 Drazic SHEET NO 40 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(con'd) Note: Corner Studs&Built up Column Studs to be fastened together w/2 rows staggered of 0 131 NY Nails at 8 in D.C. Location Force Connection Fasteners Required Reference - 0 d c c 0 U = 1st Story Module to Foundation -line 1 1/2 in min concrete cover and C — Simpson Strong-Tie 3 3403 Ib STHD14RJ (30)16d sinkers,locate 1.5in Sheet 21 from corner 0 1st Story Module to Foundation -line-2 1/2 in min concrete cover and 2064 Ib Simpson Strong-Tie STHD14RJ (30)16d sinkers,locate 1 5in Sheet 21 from corner 1st Story Module to Foundation -line_A Dead Load of Structure is OK Sufficient to Resist Overturning 0 Sheet 21 Load 1st Story Module to Foundation line_B Simpson Strong-Tie 1/2 in min concrete cover and 38211b STHD14RJ (30)16d sinkers,locate 1 5in Sheet 21 from corner Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB SI-15-1002 Drazic SHEET NO 40A OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(con'd) Note. Corner Studs& Built up Column Studs to be fastened together w/2 rows staggered - of 0 131"x3"Nails at 8 in D.C. Location Force Connection Fasteners Required Reference S� l N C 0 05/20/16 d c O U c 1st Story Module to Foundation _ line-3 1/2 in min concrete cover and Simpson Strong-Tie 2167 Ib STHDI4RJ (30)16d sinkers,locate 1.5in Sheet 21 1` from corner d 0 1st Story Module to Foundation line-4 Simpson Strong-Tie 1/2 in min concrete cover and 2281 Ib STHD14RJ (30) 16d sinkers,locate 1.5in Sheet 21 from corner 1st Story Module to Foundation line_C 1/2 in min concrete cover and 2961 Ib Simpson Strong-Tie (30)16d sinkers,locate 1.5in Sheet 21 STHDI4RJ from corner 1st Story Module to Foundation -line_D Dead Load of Structure is OK Sufficient to Resist Overturning 0 Sheet 21 Load Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails-=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB SI-15-1002 Drazic SHEET NO. 408 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE I Design Summary(con'd) Note. Corner Studs&Built up Column Studs to be fastened together w/2 rows staggered - of 0 131"x3"Nails at 8 in D.C. Location Force Connection Fasteners Required Reference M C O V d C C O U = 1 st Story Module to Foundation - Simpson Strong-Tie line 5 1/2 in min concrete cover and C - ►- 3188 Ib (30)16d sinkers,locate 1.5in 21 B STHD14RJ t! from corner N ' O 05/20/16 J Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB SI-15-1002 Drazic SHEET NO. 41 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Desiqn Summary(con'd) An equal or better connection device may be substituted for any connection device listed, Staples and Toe-Nails may not be used in Seismic Zones worse than C. All fasteners into sill plate must be corrosion resistant. Location Force Connection Fasteners Required Reference 0.131"x 3"toenails. Roof to Wall Plate Connection 172 Ib 2 23 0.131"x 3.0"Nails in End- Top Plate to Studs&Bottom 172 Ib Grain. NA 23A Plate to Studs 2 per stud 0 131"x 3.0"Nails Bottom Plate to Floor 129 plf NA 23A 12 in o.c. t!1 C O '«7 v d C C O U , c 05/20/16 Simpson Strong-Tie LTP4 1st Story to Sill Plate 469 plf @ 14 in OC (12)0 131 in x 1 1/2in nails 26 Connection-line-1,2,4&5 0.131"x 3"toenails. 1st Story to Sill Plate 178 plf @ 6 in OC N/A 25 Connection-line—A,B,C&D Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted . -i JOB SI-15-1002 Drazic SHEET NO. 42 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference Truss Bottom Chord or Ceiling 242If 0.131"x 3.0"Nails toed 23B Joist to Endwall Top Plate p @5in OC N - C O C • O 05/20/16 1st Floor Endwall Mateline- Top Plate to Top Plate/Ceiling 1906 Ib 2 Simpson LSTA30 Straps (22)0.148in x 2 5in nails each NA Rim to Ceiling Rim across strap Mateline 1 st Floor Endwall Mateline- (22)0.148in x 2 5in nails each Floor Rim to Floor Rim across 1906 Ib 2 Simpson LSTA30 Straps strap NA Mateline Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB SI-15-1002 Drazic SHEET NO. 43 OF 44(68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(conal Location Force Sheathing Connection Reference MAIN ROOF 218 plf 0.113x2"nails at 6"o.c.panel Roof Sheathing 7/16"OSB (Unblocked) edge nailing aling o.c.field nailin Sheet 29 Shear OVERHANGS :c 4 in o c.edge&field +' 0 113"x2"nails at N Wall Sheathing 56 plf ,C 7/16"OSB 6"o c.panel edge nailing and Sheet 33 N Non Shear Wall Suction 11"o c.field nailing 228 plf 0.113"x2"nails at 6"o c.panel Floor Sheathing 5/8in OSB(Unblocked) edge fastening and 12"o.c. Sheet 31 Shear field fastening l; 05/20/16 Location Force Connection Fasteners Required Reference 469 plf sliding 2"square washer w/1/2"Anchor @ 24 in OC Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) 27 = Connection-line_1 and p 0 plf uplift 1/8in thick min.washer required C 469 plf sliding 2"square washer w/1/2"Anchor Sill Plate to Foundation @ 24 in OC c and Bolt(Assume 1/16"oversized hole) 27A C Connection-line-4&5 0 143 plf uplift 1/8in thick min.washer required U C OC in 48 178 plf sliding 2"square washer w/1/2"Anchor 0 Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 27B p Connection-line_A&B and 'a 143 plf uplift 1/8in thick min.washer required C 178 plf sliding 2"square washer w/1/2"Anchor LL 27C Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) @ 48 in OC Connection-line_C&D 143 plf uplift 1/8in thick min.washer required 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB SI-15-1002 Drazic SHEET NO. 44 OF 44 (68 total pages) CALCULATED BY DB DATE 5/17/2016 CHECKED BY DATE Design Summary(con'd) Location Force Member Sizes Splice Conn. If Req. Reference 1 st Floor Double 2x6 Top Plate-No Splices 4575 lb Sheet 19 Endwalls 1 st Floor Double 2x6 Top Plate-With Stagger 2 rows of Splices& @ 8 in oc P 0 131"x 3 0"Nails 14691b Sheet 19 Sidewalls N O .0 U E L L ' Q 2 05/20/16 Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise Minimum Splice Length is 4 ft 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. R Technic I Topics Allowable Bearing Stress for APA Wood Structural Panels Bearing stress is the compression stress perpendicular(F,_,)to the plane 01 the piles or the surlace of the panel As compression load is applied to panels(such as by columns.by heavy concentrated loads,or by reactions at supports), bearing stress is induced through the bearing area. This document provides the results of bearing tests conducted on plywood and OSB specimens of different thick- nesses sampled from various mills byAPA—The Engineered"lood Association.The characteristic bearing stress for APA wood structural panels was derived based on the lower 95 percent confidence interval on the average bearing stress at a 0 04-inch deformation limit.With a standard adjustment factor of 1 67,the allowable bearing stress of 360 psi was confirmed for structural-use panels under dry-use conditions for typical floor and roof sheathing,in which the bearing stress is important for design. Test Method and Results Bearing tests were conducted in accordance with the principles of ASTM D143,Standard Test Methods for Stnall Clear Spccitnens of Timber.All tests were carried out at the APA Research Center,Tacoma,Washington.Test loads correspond- ing to deformations of 0.02 inch and 0.04 inch were recorded Bearingsiress values for each specimen were calculated using the following equations: Pay„• (1) ,aoa A F = po—a• (2) dO.Pi' A Where: P, ,and P ,=load at 0 02-in.and 0.04-in.deformation(lbf),respectively F.1,,U2.and Flo.,,,,=bearing stress at 0.02-in.and 0 04-in.deformation(psi),respectively A =bearing area of metal loading block(4 in 2) The bearing test results are summarized in Table I and the specific gravity values of the tested specimens are sununa- rized in-fable 2 Characteristic Value and Allowable Bearing Stress Values While bearing stresses derived on each panel type/thickness best reflect material capacity,the derivation of specific characteristic values per panel type/thickness has the potential to cause confusion in the marketplace Furthermore, snength properties of wood structural-use panels are dependent on wood species,veneer grades,layups,densities, and other manufacturing variables.It is impractical to try to include all variables that could affect the bearing stresses of wood structw•al panels in an all-inclusive test program.Therefore,to account for the uncertainty associated with i 02013 APA-TL.F.,:gi:vrr.J tVo�J A>sc:Haim sampling variations,the characteristic values used in the derivation of allrnvable hearing stresses were.based on the lower 95 percent confidence interval(LCI)on the sample mean,as opposed to the sample mean The LCI was calcu- lated as follows: LCI = X—tin.oi,n-n (3) Where =sample mean 1(00i. 11=t-statistic based on a.=0 05 s =sample standard deviation n =sample size Table 1 Results of bearing stress tests on plywood and USB _ Fao.oz•(psi) _ 3/8 PERF CAT 19/32 PERF CAT 23/32 PERF CAT OSB&Plywood OSB OSB&Plywood Sample Size 200 50 289 Average 467 489 364 Standard Deviation 117 135 HI, COV(%) 25.1 276 30.6 Max. 845 1,010 779 Min. 165 278 126 Lower 95%CI 451 451 351 F,,,(psi) 3/8 PERF CAT 19/32 PERF CAT 23/32 PERF CAT OSB&Plywood OSB OSB&Plywood Sample Size 200 50 289 Average 859 913 635 Standard Deviation 206 239 190 COV(°A) 24.0 26.2 30.0 Max. 1,596 1,648 779 Min. 317 498 126 Lower 95%CI 831 847 613 Table 2.Specific gravities of tested plywood and OSB specimens 3/8 PERF CAT 19/32 PERF CAT 23/32 PERF CAT OSB&Plywood OSB OSB&Plywood Sample Size 200 50 289 Average 0.59 0.60 0.56 Max. 0.79 0 72 0.67 Min. 0.40 0.51 040 25"percentile 0.55 0.56 0.53 2 a)2013.1P4-1'hr Ln,Gu rrr.J lF'noJ.l un.io,inn In order to simplify the design procedure,one single allowable bearingstress of 360 psi Nils chosen for world structural panels regardless of panel type,grade and thickness,for use Linder dry-use conditions,asshown in"fable 3 Table 3.Allowable bearing stresses(Fc1.)for plywood and OSB 3/8 PERF CAT 19/32 PERF CAT 23/32 PERF CAT OSB&Plywood(psi) OSB(psi) OSB&Plywood(psi) Chorocterislic Value 831 847 613 Allowable Frt(LF=1.67)1°1 497 507 367 Recommended Allowable Bearing Stress(F,l) 360 (a)In ASTM D2915 end ASTM D5456,o land factor of 1.67 is recommended in deriving the allowable bearing stress from the characteristic value, which in this case is the lower 95%confidence interval on the mean bearing stress of 0.04-inch deformation. Conversion of Allowable Bearing Stress Values to 0.02-inch Deformation Basis Use of reduced allowable bearing stresses may be appropriate where bearing deformation could affect load distribution or Where total deformation of members must be closely controlled.A conservative design value for 0.02-inch deformation can be chosen as 50 percent of the allowable bearing stress at 0.04-inch deformation If necessary,use the following _ regression equation,based on test clata,to derive the design value for 0.02-inch deformation: j taut =0 51T.lo.na +28 (4) Service Moisture Conditions "rhe allowable bearing stress of 360 psi applies to panels tender moisture conditions that are dry in service;that is, where equilibrium moisture content is less than 16 percent.Test results suggest that an adjustment factor Of 1/5 be applied to the allowable bearing stress to derive Net allowable bearing stress for OSB panels,and an adjustment factor of 1/2 be applied to the allowable bearing stress to derive Wet allowable bearing stress for plywood panels. We have field representatives in marry major U.S.cities and in Canada who can help answer questions involving APA frodemorked products.For additional assistance in specifying engineered wood products,contact us: APA HEADQUARTERS:7011 So.191h St.•Tocomo,Washington 98466•(253)565-6600•Fax:(253)565-7265 11 r APA PRODUCT SUPPORT HELP DESK.(253)620-7400•E-mail:l,elp@opowocd.org Form No.TT•001 B Revised January 2013 DISCLAIMER:The information contained herein is based on APA-The Engineered Wood Association's cotdinuing programs of laboratory testing,product research,and comprehensive field experience.Neither APA nor its members make any warronly,expressed or implied,or assume any legal liobilily or responsibility for the use,application ol,and/or reference to opinions,findings,conclusions,or recommendations included in this publication.Consult your local jurisdiction or design prolessionol to assure compliance with code,construction, and performance APA requirements.Because APA hes no confrol over quoldy of workmanship of the conditions under which engineered vmod produr.Is are used,it cmmut accept responsibility of product perfornnnnce or designs ns actually constructed. 3 02013t1PA-Th.EnjironvdtVer As.,tintion Report SEG 0915-0261 September 2015 Drazic Residence "(!I\!l Rid ,UC O[ 11 470 Lloyds Lane, Mattituck, NY 11952 Prepared by: Tracy Savoy ft f: .,h , anireidr ord iflnl0n r Q:. dno ry 01 806 q,, :POt 10 rYK\ rr�. f:� i'9px 6N ltf �l:Uy or.lsd �,5y0+.3o1+•^' f; t dgeport Hrw, - Ndw i 206 ° il. 11 10 �• -akt rs Y r l-Ott 31rouULtivrg p' rs "•„b!�'�� �` -.� �,,��r`�.g0r�!c�� Eaer riortup4rtp�•. �.•t tj a Iluy QArQN �bOxlGrd• � �4 tl'i16 W� � � t 3U'V1ll�, ""ff'rrL(l�''�� O.GY$r ntiwick Qvaxortuw� 0 R:rs oqX t�f�t_gt.d7p P•fkpblC 0 - ”lUnt1 r Long $ranch 072015 M apQuest - Portions 02018 TomTom l igtmR r Pnvory i Maggivast J SL J =92015 Maci&uest Portions W015 TomTom I r +my!Pnvac, Report SEG 0915-026—Page 2 DISCLAIMER The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure.The calculations are based on the information given to Savoy Engineering Group in the form of drawings, sketches, and interviews. In certain cases, Savoy Engineering Group may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the party submitting a particular project to Savoy Engineering Group. Savoy Engineering Group has not and does not independently verify that the data provided to Savoy Engineering Group is correct or complete, and any calculations made by Savoy Engineering Group are based upon the information provided by third parties. Savoy Engineering Group makes no claim that the information,given to us is correct or complete. Savoy Engineering Group utilizes WrightSoft Residential 15.0 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report, and is therefore very accurate. If the information given to Savoy Engineering Group is accurate, and the building is built as per the plans submitted, then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Savoy Engineering Group does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Savoy Engineering Group works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. If the HVAC duct layout installed on-site DOES NOT match the Manual D duct design prepared by Savoy Engineering Group, then Savoy Engineering Group cannot and will not guarantee the performance of any altered duct design. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling, Uniform Building Code requirements, Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning Engineers(ASHRAE). Savoy Engineering Group therefore assumes no liability for final equipment selection or final system design. Various modifications to the information provided to Savoy Engineering Group may have occurred after this Design Support information was prepared, which would require that this Design Support information,be modified in order to be accurate. After reviewing Savoy Engineering Group's report, and prior to any system purchase or installation, please inform Savoy Engineering Group in writing of any changes which may alter the assumptions and calculations contained in this report. Report SEG 0915-026—Page 3 Elevation: 16 feet Average climate in Mattituck, New York Based on data reported by over 4,000 weather stations Average Temperatures Precipitation WF �+ x �, ;'r, Daily high "•�,+` '." 7VF _ S..y Average Average �r�p !'+�s�"7"ss.. 3:tiC�, ir,:'i�.' !Y�'x:3� L;•i. ''': 9 5VF L_ #y. }:y y low Dail VF "" N US average t US average 20}F t't1 0 ti Jan Feb.Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oa Nov Dec Humidity Wind Speed (mph) c / 90%- mo 12 y . . � j' . . . r rning V ' '. ` !� -?3��''.• :��i 1 t = '�sr'�,�!,',•4 t•}rar.,y{. S::Cta�Y�,'in='r'" x'c ': city S _,• ,�_J,,'-z.�b". n.'`3,r: cl :..3i�`'� nt 7r.0 ` •,,„. :.. .t^�• f='• y ,.,:at. � "1•`�7.a aftmoon '< %�'tc=•"' ,tM,'�e. yw ;� �t.�,-fyti .:. .wii� .y.�[:�•tr" ?• - :� 601'o _ v i ' :$. •cZui, ,., ? •`�'+ , s., �;t -: '` .� _ US morning $ .;' .:.�arc4 .. •ild?' ,.�,;.;�:' }r,S a e� ,. (H ." % . :. :, ? ,.. v average 1:.i`% 'x` US average • `�"'1�Yh 1r%.Gr' F _ �as� 4V G' r S %� 6 nk F US afternoon 3II average 5 Jan Feb Mar Apr May Jun Jut Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Ca Nov Dec Snowfall Sunshine 12 m . 10 y 77 .y ao- ,:%aft ^r•'-•6 f :tiitdi ;its#v _ n.'4 City }:^�'°`t�n e�.�r�•'l)'r_' 4.�• ',_�'�„..t"35� f 7L'� ..'• , �. � p..:r,:',,A� �i d ;t:�` �':�`y"t:`If. t:��h:.• '*J,-.:^ ...�.,�. ' r':�s��." '¢''�51 �.�yr.}t x;42 •�' .,-.%�. i Nua, ,/r'::`P3`'a�'�.�`.'' t;_ ',Fr._ i`y;;,: Ck^.'d• '���� .L.. .. ix'✓ .f .+`n'L :'ii:_ fi'li 'tirM� .trt7't::is��: .�5 i' .v S s"':S,' ..�'1'.,• .5 -,C J� ,•j' F it r�-• . ,.. .. :'4£.a.� 'r t '45^rE•::Fd 't^Y•"' _ N'^'�:� `+�1rt ;1;eT'A�e,,L-:' t p. i,. ,. In ,�y-^•, a•."- ,r,:,ar."i:!:s. �'..:. ,:y v`r'f� +�st .:1. .tYCS average .t..fi.r:s-F�•_'�-�'"•i�;..-,e.: US average . X , s N� • 3 to-�•--• in 305 g 1 Jan Feb Mar Apr May Jun Jul Aug Sep Od Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oa Nov Dec Report SEG 0915-026—Page 4 Cloudy Days scoo.., 90r% Days clear M- of clouds 70% Partly cloudy 50% 9, •' days 4ro IMM dy 7h9, CJoug 20 - 4 Days wi4r precipilaton Jan Feb Mar Apr May Jun Jul Aug Sep tea Nov Dec http://www.city-data.com/city/Mattituck-New-York.html SUMMARY ACCA Certified Manual J Load Calculation — Desi n Data Summary Mode Total Sensible Latent A/C Design Indoor Load Load Load Cooling Outdoor Conditions BTUh BTUh BTUh Tons Conditions System 1 Heating 18,708 N/A N/A N/A 12 OF 70 OF Cooling 4,865 3,356 1,509 0.4 87 OF 75 OF, 50% RH System 2 Heating 29,980 N/A N/A N/A 12 OF 70 OF Cooling 16,973 14,309 2,665 1.4 87 OF 75°F, 50% RH System 3 Heating 17,290 N/A N/A N/A 12 OF 70 OF Cooling 9,500 7,464 2,036 08 87 OF 75 OF, 50% RH The ACCA Certified Load Analysis includes a SHR of: • System 1: 0.71 • System 2: 0.85 • System 3: 0.80 • The Load Analysis includes 5 people (# of Bedrooms + 1) and a 1,200 BTUh appliance load • The Load Analysis includes a duct loss o CONDITIONED SPACE duct location Report SEG 0915-026—Page 5 Per Energy Star: • AC cooling equipment should be sized at 95-115% of Design Total Heat Gain, or the next nominal size that is available to satisfy the latent and sensible requirements Heat pump cooling equipment should be sized at 100-115% (cooling dominant climate) or 100-125% (heating dominant climate) of Design Total Heat Gain, or the next nominal size that is available to satisfy the latent and sensible requirements unless a larger size is dictated by the heating equipment selection Listed Output Heat Capacity must be sized at 100-140% of Design Total Heat Loss, or next nominal size unless a larger size is dictated by the cooling equipment selection f k• �u_ BuildingAnalysis Job: SEG 0915-026 Y Date- Oct 4,,2015 System 1 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:vrmv.load-calculations.com For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(°F) 70 75 Elevation. 397 ft Design TD(°F) 58 12 Latitude 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 249 33.1 Drybulb(°F) 12 87 ( M ) Infiltration: Simplified Dailyrange(°F) - Wetbulb(°F) - 72 Construction quality Semi-tight Wind speed(mph) 15.0 75 Fireplaces 0 g.• Component Btuh/ft' Btuh %of load Walls 3.0 8876 474 Glazing 203 2422 12.9 Doors 0 0 0 Ceilings 17 330 1.8 Floors 1.2 3635 194, Infiltration 19 644 3.4 — Ducts' 0 0 Piping 0 0 Humidification 0 0 a, Ventilation 2800 150 Adjustments 0 Total 18708 100.0 ss • ' Component Btuh/ft2 Btuh %of load Walls 01 246 6.7 Glazing 185 2215 605 Doors 0 0 0 -' Ceilings 0.6 114 3.1 Floor 0 0 0 Infiltration 0.2 68 19 Ducts 0 0 Ventilation 561 15.3 Internal gains 460 12.6 ` Blower 0 0 0.4/ Adjustments . 0 Total 3664 100.0 Latent Cooling Load=1509 Btuh Overall U-value=0 040 Btuh/ftp°F WARNING window to floor area ratio=3 8%-less than 5%. 2015-Dec-17 13:20:37 4 W rlghtsoft• Right-Suite®Universal 2015 15 0.23 RSU10614 Page 1 SCA .EG\Website\Sept 2015\0915-026 Drazic\Drazic nip Calc=MA House Front faces: S BuildingAnalysis Job: SEG 26 y Date. Oct 4,,2015 System 2 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 If.,111 e Location: Indoor: Heating Cooling White Plains Westchester Co A, NY,US Indoor temperature(°F) 70 75 Elevation: 397 ft Design TD(*F) 58 12 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 249 33.1 Dry bulb(°F) 12 87 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Semi-tight Wind speed(mph) 150 75 Fireplaces 0 All SIN I 115i i: 51 Component Btuh/ft2 Btuh %of load Walls 3.9 4359 145 Glazing 203 14317 478 Doors 0 0 0 '. Ceilings 1 7 3259 109 p •r" "° Floors 0 0 0 Infiltration 19 3448 11.5 Ducts 0 0 Piping 0 0 Humidification 0 0 a ; Ventilation 4597 15.3 Adjustments 0 Total 29980 100.0 Component Btuh/ft= Btuh %of load v� Walls 10 1159 74 „gym Glazing 147 10391 665 Doors 0 0 0 Ceilings 06 1126 7.2 Floors 0 0 0 __- Infiltration 0.2 364 2.3 Ducts 0 0 Ventilation 921 59 Internal gains 1660 106 Blower 0 0 Adjustments 0 Total 15621 100.0 Latent Cooling Load=2665 Btuh Overall U-value=0.101 Btuh/ft2-°F WARNING window to floor area ratio=36.4%-more than 25% 2015-Dec-17 13:20:37 wriglhltsoft" Right-Suite®Universal 2015 15.0.23 RSU10614 Page t ACCK .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJB House Front faces: S Building Analysis Job: SEG 26 g Y Date. Oct 4,,2015 1 ZJ" ."k System 3 By: Tracy Savoy .---,� " `i' Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com ' MMMMM • e • For- Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 D - 0 0 0 • Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(°F) 70 75 Elevation: 397 ft Design TD(°F) 58 12 Latitude. 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gil 249 33.1 Dry bulb(°F) 12 87 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wet bulb(°F) - 72 Construction quality Semi-tight Wind speed(mph) 15.0 75 Fireplaces 0 Component Btuh/ft2 Btuh %of load Walls 39 3533 20.4 Glazing 203 6894 39.9 Doors 0 0 0 Ceilings 17 1682, 97 Floors 0 0 0 °y Infiltration 19 2353 13.6 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 2828 16.4 Adjustments 0 Total 17290 100.0 • • o Component Btuh/ft2 Btuh %of load Walls 10 940 115 w Glazing 15.1 5123 62.9 Doors 0 0 0 •.� Ceilings 06 581 71 Floors 0 0 0 m, Infiltration 0.2 248 3.0 Ducts 0 0 Ventilation 567 70 Internal gains 690 8.5 Blower 0 0 Adjustments 0 ' Total 8148 100.0 Latent Cooling Load=2036 Btuh Overall U-value=0 093 Btuh/ft2-°F WARNING.window to floor area ratio=34 0%-more than 25% 2015-Dec-17 13:20:37 t wrightSO t' Right-Suite®Universal 2015 15.0.23 RSU10614 Page �-� EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=li House Front faces: S AED Assessment Job: SEG 0915-026 Date: Oct 4,2015015 n System 7 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com- • • • For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 �J - s • • s Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(°F) 70 75 Elevation. 397 ft Design TD(°F) 58 12 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 249 33.1 Dry bulb(°F) 12 87 Infiltration: Dailyrange(°F) - 17 ( M ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 75 Hourly Gazing Load 4, a ------- -- - a 2000- 1,50D- 1,000- 5co- o 8 9 10 11 12 13 14 15 16 17 18 19 e0 Ftv d tly i uw,y r A-" ornwv Maximum hourly glazing load exceeds average by 47.7%. ,Zone does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 466 Btuh (PFG -1.3*AFG) 2015-Dec-17 13:20:37 � - W rlght50ft. Right-Suite®Universal 2015 15.0.23 RSU10614 Page 1 Hv�, .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S AED Assessment Job SEG 26 1�. Date: Oct 4,20150915-026 2015 2015 .NNY System 2 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculafions.com For- Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 ® - e • o e Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(°F) 70 75 Elevation: 397 ft Design TD(°F) 58 12 Latitude. 41 oN Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 249 33.1 Dry bulb(T) 12 87 Infiltration: Dailyrange(°F) - 17 ( M ) Wetbulb(°F) - 72 Wind speed(mph). 15.0 75 o ' o - • o e Hourly Glazing Load 16, 14, 1z 1a a 0000 4,OOD 200D- 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Far d DI/ AvtrW /AEDW Maximum hourly glazing load exceeds average by 29.7%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2015-Dec-1713:20:37 WrlghtSOft' Right-Suite®Universal 2015 15.0.23 RSU10614 Paget l vC.p1 .EGkWebsite\Sept 2015\0915-026 Drazic\Drazic.mp Calc=Wit Flouse Front faces: S AED Assessment Job: SEG 0915-026 1; Date: Oct 4,2015 I^ '4 System 3 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.loarl-calculations.com � 0 • e For- Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 B - • e e e Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(°F) 70 75 Elevation: 397 ft Design TD(°F) 58 12 Latitude, 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 249 33.1 Dry bulb(T) 12 87 Infiltration: Daily range(°F) - 17 ( M ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 75 o � o - e • e Hourly Glazing Load a 7, 6.� 4, ' a 20O0- 1, 0 8 9 10 11 12 13 14 15 16 17 18 19 27 Fhrd O/ /Ylpuly /A—g. /Omlrrt Maximum hourly glazing load exceeds average by 12.2%. Zone has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh 2015-Dec-17 13:20:37 wrlghtsoft" Right-Suite®Universal 2015 15.0.23 RSU10614 Page I& .EG\WebsileNSept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S Component Constructions Job: SEG 0915-026 Date: Oct 4,2015 System 7 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com • 0 0 For- Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 ® - • s o e Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(°F) 70 75 Elevation: 397 ft Design TD("F) 58 12 Latitude. 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 249 33.1 Dry bulb(°F) 12 87 Infiltration: Dailyrange(°F) - 17 ( M ) Method Simplified Wetbulb(°F) - 72 Construction quality Semi-tight Wind speed(mph) 15.0 75 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl' etuhlh'-'F ft?'F/Btuh Bhhl1P Btuh Btuhlft' Stuh Walls 15813-0wc-8:Bg wall,heavy dry or light damp soil,2"x4"wood int frm, n 630 0.049 13.0 312 1966 0.09 56 concrete wall,r-13 cav ins,10"thk,1/2"gypsum board int fish a 896 0.049 13.0 3.12 2794 0.09 80 s 510 0.049 13.0 2.59 1322 0.06 31 w 896 0 049 13.0 3.12 2794 0.09 80 all 2931 0.049 13.0 3.03 8876 0.08 246 Partitions (none) Windows 4B5-2fv:2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr s 61 0.350 0 20.3 1233 14.6 891 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25) 4A5-2o'v,2 glazing,clr low-e outr,argon gas,vnl frm mat,clr innr,1/2" s 59 0.350 0 20.3 1189 14.6 858 gap,1/4"thk;NFRC rated(SHGC=0.25) Doors (none) Ceilings 18A-38xd:Flat ceiling,tar and gravel roof mat,frm deck,1/2"gypsum 197 0.029 38.0 1.68 330 0.58 114 board int fnsh,10"lhkns,r-38 veil ins Floors 21A-32t:Bg floor,heavy dry or light damp soil,8'depth 3139 0.020 0 1 16 3635 0 0 WYI F1CsOfC' 2015 Dec17 13:20:37 Right-Suite®Universal 2015 15.0.23 RSU10614 Page 1 ACCA .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S Component Constructions Job: SEG 0915-026 y p Date: Oct 4,2015 •�___��_..r System 2 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com s � • 0 0 For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 ' B - • 0 0 0 Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(°F) 70 75 Elevation: 397 ft Design TD(°F) 58 12 Latitude 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/Ib) 249 33.1 Dry bulb(°F) 12 87 Infiltration: Daily range(°F) - 17 ( M ) Method Simplified Wetbulb(°F) - 72 Construction quality Semi-tight Wind speed(mph) 150 75 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain _- fl' BIWJl-'F h?'F18tuh MARY 81uh awn' Bluh Walls 12E-Osw:Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,1/2"gypsum in 97 0.068 19.0 3.94 382 1.05 102 board int fnsh,2"x6"wood frm,16"o.c.stud a 289 0.068 19.0 3.94 1137 1.05 302 5 312 0.068 19.0 3.94 1229 1.05 327 w 409 0.068 19.0 3.94 1611 1.05 428 all 1107 0.068 19.0 3.94 4359 1.05 1159 Partitions (none) Windows 4A5-2ofd:2 glazing,clr low-e outr,argon gas,insulated fiberglass frm n 58 0.350 0 20.3 1172 8.86 513 mat,clr innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25);19.5 It n 304 0.350 0 20.3 6162 8.86. 2695 overhang(8.9 ft window ht,2 It sep.) all 362 0.350 0 20.3 7335 8.86 3208 4B5-2fv 2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr a 26 0.350 0 20.3 533 27.6 725 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25) s 111 0.350 0 20.3 2246 14.6 1621 w 131 0.350 0 20.3 2653 27.6 3612 all 268 0.350 0 20.3 5432 22.2 5959 4B5-2fv-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat;cir a 41 0.350 0 20.3 821 17.2 698 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25);8 ft overhang(8.1 ft window ht,2 R sep.) 4A5-2of:2 glazing,cir low-e outr,argon gas,insulated fiberglass frm s 36 0.350 0 20.3 730 14.6 527 mat,clr innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25) Doors (none) Ceilings 18A-38xd:Flat ceiling,tar and gravel roof mat,frm deck,1/2"gypsum 1941 0.029 38.0 1.68 3259 0.58 1126 board int fnsh,10"thkns,r-38 ceil ins Floors (none) >I, 2015-Dec-17 13:20:37 TiT" WI'I�fl�$Oft:' Rlght-Suile®Universa1201515.0.23RSU10614 � Page2 ACOA .EG\WebsitekSept 2015\0915-026 Drazic\Drazic.rup Calc=MJB House Front faces: S Component Constructions Job. SEG 0915-026 �y Date: Oct 4,2015 1..�..�, System 3 By: Tracy Savoy, Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com For: Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 .L ® - e • o • Location: Indoor: Heating Cooling White Plains Westchester Co A, NY, US Indoor temperature(TF) 70 75 Elevation: 397 ft Design TD(°F) 58 12 Latitude: 41°N Relative humidity(%) 30 50 'Outdoor: Heating Cooling Moisture difference(gr/Ib) 249 331 Dry bulb(°F) 12 87 Infiltration: Dailyrange(°F) - 17 ( M ) Method Simplified WetbuIb(°F) - 72 Construction quality - Semi-tight Wind speed(mph) 15.0 75 Fireplaces G Construction descriptions Or Area Ul-value Insult R Htg HTM Loss Clg HTM Gain ft' 81uh/fl'-'F ft'-'F/B4,h Btuh/IP Btuh -81uh/IN 81uh Walls 12E-Osw-Frm wall,vnl ext,1/2"wood shth,r-19 cav ins,1/2"gypsum n 75 0.068 19.0 3.94 294 1.05 78 board int fnsh,2"x6"wood firm,16"o.c.stud a 427 0.068 19.0 3.94 1683 1.05- 448 s 152 0.068 19.0 3.94 597 1.05 159 w 244 0.068 19.0 3.94 959 1.05 255 all 897 0.068 19.0 3.94 3533 1.05 940 Partitions (none) Windows 4A5-2of:2 glazing,clr low-e outr,argon gas,insulated fiberglass frm n 15 0.350 0 20.3 297 8.86 130 mat,dr innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25);3 ft overhang (4 4 ft window ht,2 ft sep.) 4B5-2fv:2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr n 22 0.350 0 20.3 436 8.86 191 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25) a 113 0.350 0 20.3 2281 27.6 3105 all 134 0.350 0 20.3 2717 24.6 3296 4B5-2fv-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr n 30 0.350 0 20.3 609 8.86 266 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25);3 ft overhang(4 4 ft window ht,2 ft sep.) 4B5-2fv-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr n 30 0.350 0 20.3 608 8.86 266 innr,1/2"gap,1/4"ink;NFRC rated(SHGC=0.25);3 It overhang(9 It window ht,2 It sep.) 4B5-2fv•2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,dr s 6 0.350 0 20.3 128 8.86 56 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25);9.5 ft overhang(1.9 ft s 13 0.350 0 20.3 266 8.86 116 window ht,2 ft sep.) all 1.9 0.350 0 20.3 395 8.86 173 4B5-2fv-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr w 37 0.350 0 20.3 754 8.86 330 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25),51 ft overhang(7 7 ft window ht,2 ft sep.) 4B5-2fv-2 glazing,clr low-e outr,argon gas,insulated vinyl frm mat,clr w 75 0.350 0 20.3 1513 8.86 662 innr,1/2"gap,1/4"thk;NFRC rated(SHGC=0.25);51 ft overhang(8 ft window ht,2 it sep.) Doors (none) 2015-Dec-17 13:20:37 wrightsoft' Right-Suite®Universal 2015 15 0.23 RSU10614 Page 3 ACCX .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MA House Front faces: S Ceilings 18A-38xd:Flat ceiling,tar and gravel roof mat,frm deck, 1/2"gypsum 1002 0 029 38.0 1.68 1682 0.58 581 board int fnsh,10"thkns,r-38 ceil ins Floors (none) wri htsoft` 2015-Deo1713:20:37 Right-Suite®Universal 2015 15.0.23 RSU10614 ?age 4 ACGK .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S Load Short Form Job: SEG 0915-026 Ak— Date: Oct 4,2015 System 1 By: Tracy Savoy \.�)'I`..,',,I1<!"I"'l; • I` Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com s' � � e • 0 f t For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 x Htg CIg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 500 cfm Actual air flow 500 cfm Air flow factor 0 031 cfm/Btuh Air flow factor 0 161 cfm/Btuh Static pressure 1 50 in H2O Static pressure 150 in H2O Space thermostat Load sensible heat ratio 071 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Mechanical 465 0 0 0 0 Laundry 86 2408 64 76 10 Stairs A.1 93 0 0 0 0 Chase 11 0 0 0 .0 LN 8 0 0 0 0 Kids Bunk 2 176 1061 262 33 42 CL 18 0 0 0 0 Play Room 1234 7931 2333 249 376 CLO 18 0 0 0 0 Bath 181 1536 138 48 22 Stairs A.2 84 0 0 0 0 Kids Bunk 1 155 2972 306 93 49 Storage 612 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec-17 13:20:37 4�I- z wrightsoft' Right-Suite®Universal 2015 15.0.23 RSU10614 Pae 1 ACP 9 1 .EG1Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJB House Front(aces: S System 1 d 3139 15908 3103 500 500 Other equip loads 2800 561 Equip. @ 0 92 RSM 3356 Latent cooling 1509 TOTALS 1 3139 1 18708 i 4865 I 500 I 500 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec 17 13:20:37 �- W'rights Oft' Right-Suite®Universal 2015 15.0.23 RSU10614 Page 2 �� .EGXWebsiteXSept 2015W915-026 DrazicOrazicxup Calc=MJ8 House Front faces: S Load Short Form Job: SEG 0915-026 Date: Oct 4,2015 System 2 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com k.. For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 i t �� ® e • e01i:1 ME OR Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(`F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47-F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 625 cfm Actual air flow 625 cfm Air flow factor 0 025 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 1 50 in H2O Static pressure 150 in H2O Space thermostat Load sensible heat ratio 085 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 4 187 3843 2482 95 106 Bath 4 72 607 494 15 21 Bedroom 3 170 1389 959 34 41 IC 11 0 0 0 0 Bath 3 72 611 496 15 21 Stairs B 1 66 0 0 0 0 HCL1 41 0 0 0 0 HCL2 41 0 0 0 0 KT/MR/LR 1131 16358 9055 403 385 Hall 151 2574 1214 63 52 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec-17 13:20:37 wrightsoft' Right-Suite®Universal 2015 15.0.23 RSU10614 Pag37 C'� .EGMebsitekSept 2015%0§15-026 Drazic\Drazic.nip Calc=MJ8 House Front faces: S System 2 d 1941 25382 14700 625 625 Other equip loads 4597 921 Equip @ 092 RSM 14309 Latent cooling 2665 i TOTALS i 1941 I 29980 1 16973 I 625 i 625 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec-17 13:20:37 ,/ wrightsoft' Right-Suite®Universal 2015 15.0.23 RSU10614 Page .EG\Website\Sept 2015\0915-026 Drazic\Drazic.n,p Calc=MJ8 House Front faces: S Load Short Form Job: SEG 26 Date Oct 4,20150915-026 20152015 System 3 By: Tracy Savoy Savoy Engineering Group ' Phone:(801)949-5337 Web:www.load-calculations.com ROSE Mit i e • • fir, For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 33 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond ` AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 500 cfm Actual air flow 500 cfm Air flow factor 0 035 cfm/Btuh Air flow factor 0 066 cfm/Btuh Static pressure 1 50 in H2O Static pressure 150 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) TV RM/Hall 423 7396 3218 256 212 Stairs B.2 56 0 0 0 0 036ath 2 72 607 385 21 25 Bedroom 2 155 1682 1613 58 106 Bath 1 72 906 884 31 58 Bedroom 1 217 3870 1481 134 98 AH 8 0 0 0 0 System 3 d 1002 14461 7581 500 500 Other equip loads 2828 567 Equip @ 0 92 RSM 7464 Latent cooling 2036 TOTALS I 1002 I 17290 I 9500 I 500 I 500 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec-17 13:20:37 �tjwrightsoft• Right-Suite®universal 2015 15.0.23 RSU10614 Page 5 )Z1 K .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S t .ti Right-J® Worksheet Job: SEG 0915-026 System 1 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web.www.load-calculations.com 1 Room name System 1 Mechanical 2 Exposed wall 339.0 ft 75.5 it 3 Room height 9.0 It d 9.0 ft heal/cool 4 Room dimensions 30.0 x 15.5 It 5 Room area 3139.4 f12 465.0 f12 T Construction U-value" Or HTM Area (ft') Load Area (f t') Load y number (BluNftF I (Bluh/fl') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cod 6 Vj 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2of 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5-2ty 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 485-2tv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 151313-0wc-8 0.093 n 312 0.09 630 630 1966 56 0 0 0 0 V)/ 12E-Osw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 485-2Iv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0wri8 0.093 a 3.12 0.09 896 896 2794 80 270 270 842 24 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2N 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 15813-Owc-8 0.093 s 2.59 0.06 630 510 1322 31 140 140 435 12 4A5-20 v 0.350 s 20.26 14.63 59 0 1189 858 0 0 0 0 �G 485-2fv 0.350 s 20.26 14.63 61 0 1233 891 0 0 0 0 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2[v 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 485-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13-0wc-8 0.093 W 3.12 0.09 896 896 2794 80 270 270 842 24 C 18A-38xd 0.029 1.68 0.58 197 197 330 114 0 0 0 0 F 21A-32t 0.020 1.16 0.00 3139 3139 3635 0 465 465 538 0 61 c)AED excursion 4661 1 0 Envelope loss/gain I 15264 1 2575 1 1 2659 60 12 a) Infiltration 644 68 144 15 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 2 460 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 15908 3103 2802 76 Less external load 0 0 0 0 Less transfer 0 0 0 0 , Redistribution 0 0 -2802 -76 14 Subtotal 15908 3103 0 0 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 15908 3103 1 1 0 0 Air required(cfm) I 500 500 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �. wrightsoft2015-Dec-1713:20:38 ACh. Right-Suite®Universal-20115 15.0.23 RSU10614 Page 1 .EG1Website%Sept 201510915-026 DraziclDrazic.mp Calc=MJS House Front faces, S RiOW@ Worksheet Job: SEG 0915-026 System 1 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949.5337 Web:www.load-calculations.com J ' Room name Laundry Stairs A.1 2 Exposed wall 9.5 h 31.0 ft 3 Room height 9.0 ft heal/cool 9.0 It heallcool 4 Room dimensions 9.5 x 9.0 ft 1.0 x 93.3 ft 5 Room area 85.5 fl' 93.3 ft' Ty Construction U-value Or I HTM I Area (fl') I Load I Area (ft') I Load number (Bluh/fP-'F (Btuh/ftj or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 V1 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 -13 4A5-2of 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 485.2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0wo-8 0.093 n 3.12 0.09 0 0 0 0 59 59 183 5 Vy 12E-0sw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 LI--CG 4BS-2fv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2N 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 w 15813-0wc-8 0.093 a 3.12 0.09 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2fv, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2ty 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-21v 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 15813-0wc-8 0.093 s 2.59 0.06 0 0 0 0 36 36 112 3 4A5-2ov 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2ty 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 485-21v 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0wc-8 0.093 w 3.12 0.09 86 86 267 8 185 185 576 16 C 18A-38xd 0.029 - 1.68 0.58 0 0 0 0 16 16 27 9 F 21A-32t 0.020 116 0.00 86 86 99 0 93 93 108 0 6 c)AED excursion 01 1 0 Envelope loss/gain 1 366 8 1 1 1005 34 12 a) Infiltration 18 2 59 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 384 10 1064 40 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2024 54 -1064 -40 14 Subtotal 2408 64 0 0 15 Duct loans -0% 0% 0 0 -0% 0% 0 0 A 01 01 ir al requiir d(cfm) I load 24761 OI I I 0 O Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF tsoTt Right-Suite®Universal 201515.0.23 RSU10614 2015-Dec-1713:20:38 Page y .EG\Website\Sept 201510915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S Right-M Worksheet Job: SEG 0915-026 Stem 1 Date: Oct 4,2015 ys By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com 1 Room name Chase LN 2 Exposed wall 0 it 0 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 3.5 x 3.0 tl 2.5 x 3.0 ft 5 Rooniarea 10.5 ft' 7.5 ft' Ty Construction U-value Or I HT I Area (f t') I Load I Area (fl') I Load number (BI uh/ft'-'F (Bluh/flj or perimeter (ft) (81uh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 W 2E-0sv 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2of 0.350 n 0.00 0.00 0 0 0 0, 0 0 0 0 4A.5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 G 4B5-2tv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2ty 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Owe-8 0.093 n 3.12 0.09 0 0 0 0 0 0 0 0 4y 12E-0sw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 1�-CG 4B5-2tv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2ty 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13.Owo-8 0.093 a 3.12 0.09 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 465.2ty 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 15813-0wc-8 0.093 s 2.59 0.06 0 0 0 0 0 0 0 0 4A5.2ov 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 4B5.2fv 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 12E-Oaw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 465-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13-0wc-8 0.093 w 3.12 0.09 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 0 0 0 0 0 0 0 0 F 21A-321 0.020 1 16 0.00 11 11 12 0 8 8 9 0 6 c)AED excursion 1 01 1 0 Envelope loss/gain 12 0 1 9 0 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants Q 230 0 0 0 0 Appliances/olher 0 0 Subtotal(lines 6 to 13) 12 0 9 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -12 0 -9 0 14 Subtotal 0 0 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load I I I 0 OI I I O I O Air required(cfm) 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pk wrightsoft 2015-Deo-1713:20:38 AC`�A Right-Suite®Universal 2015 15 0.23 RSU10614 Page 3 .EG%Websnel,Sept 2015\0915-026 DraziclDrazic.rup Calc=MJO House Front faces: S Right-J® Worksheet Job. SEG 0915-026 kz`-- System 1 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone-(801)949-5337 Web.www.load-calculations.com 1 Room name Kids Bunk 2 CL 2 Exposed wall 0 It 6.0 It 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 16.0 x 11 0 It 3.0 x 6.1 ft 5 Room area 176.0 It' 18.2 It' T Construction U-value Or HTM Area (ft') Load Area ft' Load Y number (Bluh/fl'--F I (Btuh/fl2 I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2of 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5.20 fd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5-21y 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 485.2ty 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 n 3.12 0.09 0 0 0 0 54 54 188 5 t 12E-Osw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 �-G 405-2tv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 L-( 485-21v 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0wc 8 0.093 a 3.12 0.09 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 465-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-21v 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 15813-Ow" 0.093 s 2.59 0.06 0 0 0 0 0 0 0 0 4A5-2ov 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 I- G 4B5-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 I�-CG 4B5-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15013-Owo-8 0.093 w 3.12 0.09 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1 16 0.00 176 176 204 0 18 18 21 0 6 c)AED excursion 0 10 Envelope loss/gain 1 204 0 1 1 189 5 12 a) Infiltration 0 0 11 1 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 204 230 201 6 Less .'e.." load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 858 32 -201 -6 14 Subtotal 1061 262 0 0 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Total room load I I 1061 2621 1 I 0 0 Air required(cfm) 33 42 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +�+ wright9oft 2015-Dec-1713:20:38 -- Right-Suite®Universal 2015 15.0.23 RSU 10614 Page 4 EG\WebsiWSep12015\0915-026 Drazic\Drazic.rup Calc=MA House Front faces: S Right-JO Worksheet Job: SEG 0915-026 System 1 Date: Oct 4,2015 y By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web,www.load-catculations.com 1 Room name Play Room CLO 2 Exposed wall 64.0 it 6.0 it 3 Room height 9.0 it heaUcool 9.0 it heat/cool 4 Room dimensions 1.0 x 1233.5 fl 3.0 x 6.0 fl 5 Room area 1233.5 f 1' 18.0 it 2 Ty Construction U-value Or I HTM I Area (ft') I Load I Area (112) I Load number (Btuh/ft"F (Btuh/fl� or perimeter (ft) (Btuh) or perimeter (h) (Btuh) Heat Coot Gross N/P/S Heat Cool Gross N/P/S Heat Cool i 6 W 12E-0sw 0.068 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2of0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5.20 fd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5 2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2ty 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13-0wc-8 0.093 n 312 0.09 293 293 913 26 54 54 168 5 12E-0sw 0.068 a 0.00 0.00 0 0 0 0 0 0 0 0 (-G 485-2tv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 L� 485-2tv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13.Owc-8 0.093 a 3.12 0.09 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 485-21v 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 5 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 15813-Owc-8 0.093 s 2.59 0.06 284 164 241 0 0 0 0 0 4A5-2ov 0.350 s 20.26 14.63 59 0 1189 858 0 0 0 0 II��GG 465-2tv 0.350 s 20.26 14.63 61 0 1233 891 0 0 0 0 12E-Osw 0.068 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2ty 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 w 3.12 0.09 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 0 0 0 0 0 0 0 0 F 21A-32t 0.020 1.16 0.00 1234 1234 1428 0 18 18 21 0 6 c)AED excursion 1 4661 1 0 Envelope loss/gain 1 5004 2241 1 1 189 5 12 a) Infiltration 122 13 11 1 b) Room ventilation 0 - 0 0 0 13 Internal gains Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 5126 2254 201 6 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2805 79 -201 -6 14 Subtotal 7931 2333 0 0 15 Dud loads -0% 0% 0 0 .0% 0% 0 0 i Total room load 7931 2333 1 1 0 0 Fur required(dm) I I I 249 376 0 0 t Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 411- wrightkspft2015-Dec-1713:20:38 AC'h Rig ht-Suite®Universal 2015 15 0.23 R SU 10614 Page 5 .EG\Websilet.Sepl 2015%0915-026 DrazidDrazlc.rup Calc=MJ8 House Front faces. 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Right-J® Worksheet Job: SEG 0915-026 System 2 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.00m 1 Room name System 2 Bedroom 4 2 Exposed wall 201.5 ft 30.5 ft 3 Room height 9.0 ft d 9.0 ft heal/cool 4 Room dimensions 1.0 x 186.8 K 5 Room area 1941.0 f12 186.8 f t' Ty Construction U-value Or HTM Area (ft') Load Area (f12) Load number (Bluh/tt;°F I (Btuh/ft- I of perimeter (ft) I (Btuh) or perimeter (ft) (Bluh) Heal Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 12E-Osw 0.068 n 3.94 1.05 459 97 382 102 0 0 0 0 4A5-2of 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 20.26 8.86 58 0 1172 513 0 0 0 . 0 4A5-2ofd 0.350 n 20.26 8.86 304 0 6162 2695 0 0 0 0 11 4135.2tv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 485-21v 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13-0wc-B 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 a 3.94 1.05 356 289 1137 302 95 95 372 99 G485-2tv 0.350 a 20.26 27.59 26 0 533 725 0 0 0 0 T:::CCCCG 485-2tv 0.350 a 20.26 17.23 41 45 821 698 0 0 0 0 W 15813-Owc-8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 3.94 1.05 459 312 1229 327 140 91 358 95 4A5.2of 0.350 a 20.26 14.63 36 0 730 527 0 0 0 0 485-2tv 0.350 s 20.26 14.63 111 0 2246 1621 49 0 985 711 4B5 2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s0.00 0.00 0 0 0 0 0 0 0 0 15813-Owc-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 3.94 1.05 540 409 1611 428 113 69 271 72 4B5.2fv 0.350 w 20.26 27.59 131 0 2653 3612 44 0 885 1205 4B5-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 485-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 - 1.68 0.58 1941 1941 3259 1126 187 187 314 108 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 0j I 1 1 122 Envelope loss/gain 1 21934 12676 1 1 3185 2412 12 a) Infiltration 3448 364 659 69 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 2 460 0 0 Appliances/other 1200 0 Subtotal(lines 6 to 13) 25382 14700 3843 2482 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25382 14700 3043 2482 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Toal roomAirtrequiir dl(c m) I I 25625 146251 I I 70 38951 21061 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4 wrightsOft 2015-Dec-1713:20:38 AC& Right-Suite®Universal 2015 15.0.23 RSU10614 Page 8 .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJB House Front faces: S Right-J® Worksheet Job: SEG 0915-026 System 2 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web.www.load-calculations.com 1 Room name Bath 4 Bedroom 3 2 Exposed wall 6.0 ft 15.0 If 3 Room height 9.0 ft heaV000l 9.0 It heaUcool 4 Room dimensions 6.0 x 12.0 ft 1.0 x 169.5 ft 5 Room area 72.0 ft' 169.5 f l' Ty Construction U-value Or ( HTM I Area (f 12) I Load I Area (fl') I Load number (Btuh/It'--F (Bluh/f t') or perimeter (ft) (Btuh) or perimeter (fl) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 n 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of0.350 n 0.00 0.00 0 0 0 0 0 0 0- 0 4A5-2ofd 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4A5.2ofd 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 11 48S2ty 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 a 3.94 1.05 0 0 0 0 0 0 0 0 485.2fv 0.350 a 20.26 27.59 0 0 0 0 0 0 0 0 485-2tv 0.350 a 20.26 17.23 0 0 0 0 0 0 0 0 W 15813-0wc-8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 485-2tv 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 485.2ty 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 485.2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 y/ 15813-Owo-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 II�Q 4A5.2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 w 3.94 1.05 54 44 171 46 135 116 457 122 4B5-2fv 0.350 w 20.26 27.59 10 0 212 288 19 0 382 520 4B5-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0wa8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 72 72 121 42 170 170 285 98 F 21A-321 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 108 189 Envelope loss/gain 1 504 484 1 1 1124 929 12 a) Infiltration 103 it 257 27 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants(g 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 607 494 1380 956 less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 9 3 14 Subtotal 607 494 1389 959 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 i 1 Total room load 1 607 4941 113©91 959 Air required(cfm) 15 21 34 41 Calculations approved by ACCA to meet all requirements of Manual J 8thEd. -fff- wrightsOft' 2015-Dec-1713:20:38 . � Right-Su ite®Universal 2015 15 0.23 RSU10614 Page 9 .EG%Website%Sept 2015\0915-026 Drazic%Drazic.rup Calc=14J8 House Front faces. 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SEG 0915-026 System Z Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web.www.load-calculations.com 1 Room name Ic Bath 3 2 Exposed wall 0 ft 6.0 it 3 Room height 9.0 it heat/cool 9.0 ft heaUcool 4 Room dimensions 3.5 x 3.0 0 6.0 x 12.0 ft 5 Room area 10.5 f t' 72.0 ft' Ty Construction U-value Or HIM Area (ft') Load Area (ft') Load number (Btuh/It'-°F I (Btuh/ft) I or perimeter (ft) I (Btuh) or perimeter (ft) I (Bluh) Heat Cool Gross N/P/S Heat Cool Gross WP/S Heal Cool 6 W 12E-Osw 0.068 n 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 11 485-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 485.2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Ow" 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 Vj/ CGI 12E-osw 0.068 a 3.94 1.05 0 0 0 0 0 0 0 0 I:. 41B5-2fv 0.350 a 20.26 27.59 0 0 0 0 0 0 0 0 4B5-2fv 0.350 a 20.26 17.23 0 0 0 0 0 0 0 0 W 15B13.Owc-8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 4B5.2fv 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 / 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 15813-0wc-8 0.093 s0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 vh� 12E-Osw 0.068 w 3.94 1.05 0 0 0 0 54 44 171 46 485-2fv 0.350 w 20.26 27.59 0 0 0 0 10 0 212 288 4B5-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15B13-0wc-8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 11 11 18 6 72 72 121 42 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 01 1 1 108 Envelope loss/gain 1 181 61 1 1 5041 484 12 a) Infiltration 0 0 103 11 b) Room ventilation 0 0 0 0 13 Internal gains* Occupants 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 18 6 607 494 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -18 -6 4 1 14 Subtotal 0 0 611 496 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load 0 0 1 1 611 496 Air required(cfm) I I 0 0 15 21 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -t}F- wrigtr,tsoft Right-Suite®Universal 2015 15 0.23 RSU10614 2015-Deo-17 1P Page 10 g .EG\Website\Sept 20150915-026 DrazictDrazic.rup Calc=MJ8 House Front faces: S 11,%. Right-J® Worksheet Job: SEG 0915-026 I " System 2 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculations.com 1 Room name Stairs 8.1 HCL1 2 Exposed wall 24.5 It 16.5 It 3 Room height 9.0 It heal/cool 9.0 fl heattcool 4 Room dimensions 16.5 x 4.0 It 2.5 x 16.5 It 5 Room area 66.0 111 41.3 It, Ty Construction U-value Or HTM Area (fl') Load Area (fl') Load number (Bluh/ft'-°F I (Bluh/ft. I or perimeter (ft) I (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vii 12E-Osw 0.068 n 3.94 1.05 36 36 142 38 0 0 0 0 4A5.2ef 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 11 4B5.2ty 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 485.2fv 0.350' n 0.00 0.00 0 0 0 0 0 0 0 0 W 15BI3-0wa8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 y/ 12E-Osw 0.068 a 3.94 1.05 0 0 0 0 0 0 0 0 II-(C`' 46S2fv 0.350 a 20.26 27.59 0 0 0 0 0 0 0 0 4B5-2fv 0.350 a 20.26 17.23 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 s 3.94 1.05 36 11 42 11 149 149 585 156 4A5-2of 0.350 s 20.26 14.63 0 0 0 0 0 0 0 0 4B5.2tv 0.350 s 20.26 14.63 25 0 513 371 0 0 0 0 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 15BI3-Owo-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 Vjl 12E-0sw 0.068 w 3.94 1.05 149 123 485 129 0 0 0 0 1!I�GC, 4B5-2tv 0.350 w 20.26 27 59 25 0 513 699 0 0 0 0 4B5-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15013-0wc-8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 - 1.68 0.58 66 66 111 38 41 41 69 24 F 21X321 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion 89 1 -16 Envelope loss/gain 1 1806 1375 1 1 654 164 12 a) Infiltration 419 44 282 30 b) Room ventilabon 0 0 0 0 13 Internal gains, Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) I 2225 1419 I 936 193 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -2225 -1419 -936 -193 14 Subtotal 0 0 0 0 15 Dud loads -0% 0% 0 0 -0% 0% 0 0 Total room load I OI 0 I I O I 0 Air required(dm) OL 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft2015-Dec-1713:20:38 1&k Right-Suite®Universal 2015 15.0.23 RSU10614 Page 11 .EG\Website\Sep[2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces S f Right-M Worksheet Job: SEG 0915-026 System 2 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone.(801)949-5337 Web www.load-calculafons.com 1 Room name HCL2 KT/MR/LR 2 Exposed wall 0 It 75.5 It 3 Room height 9.0 It heal/cool 9.0 It heat/cool 4 Room dimensions 2.5 x 16.5 0 1.0 x 1130.8 It 5 Room area 41.3 ft' 1130.8 f t' Ty Construction Or I HTM I Area (ft') Load Area (f ) I Load (Bt (Btuh/tl� or meter (Blahor peeler ( ) (Blahnumber Ifl' I I Heal Cool Gross NIP/S Heat Cool Gross N/P/S Heal Cool 6 W 12E-Osw 0.068 n 3.94 1.05 0 0 0 0 423 61 240 64 4A5.2of 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 20.26 8.86 0 0 0 0 58 0 1172 513 4A5.2ofd 0.350 n 20.26 8.86 0 0 0 0 304 0 6162 2695 11 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2(v 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 485-2tv 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 a 3.94 1.05 0 0 0 0 86 45 177 47 485-21v 0.350 a 20.26 27.59 0 0 0 0 0 0 0 0 485-2tv 0.350 a 20.26 17 23 0 0 0 0 41 22 821 698 W 15813-Owa8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 3.94 1.05 0 0 0 0 135 62 245 65 4A5-2of 0.350 s 20.26 14.63 0 0 0 0 36 0 730 527 485-2tv 0.350 s 20.26 14.63 0 0 0 0 37 0 748 540 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 485-21v 0.350 s 0.00 0.00 0 0 0 0 01 0 0 0 15813-0wc-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 VVyy 12E-0sw 0.068 w 3.94 1.05 0 0 0 0 36 14 54 14 {--G 4B5.2fv 0.350 w 20.26 27.59 0 0 0 0 22 0 449 612 I�GG 4B5-2ty 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4B5.2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0wo8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 41 41 69 24 1131 1131 1899 656 F 21A-321 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AED excursion -2 -624 Envelope losstgain 1 69 22 1 1 12697 5806 12 a) Infiltration 0 0 1292 136 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 460 Appliancestother 0 1200 Subtotal(lines 6 to 13) 69 22 13989 7602 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -69 -22 2369 1453 14 Subtotal 0 0 16358 9055 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Airlrequiir d(cl) OI 0 01 I I 16403 3-1111 93851 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl�tsca{t' 2015-Dec-1713:20:38 leRight-Suite®Universal 2015 15.0.23 RSU10614 Page 12 .EG%WebsitelSept 201510915-026 DraziclDrazic.rup Calc=MJ8 House Front faces. S y Right-M Worksheet Job: SEG 0915-026 ✓� Stem 2 Date: Oct 4,2015 ys By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web.www.load-caladations.com - ' Room name Hall 2 Exposed wall 19.5 fl 3 Room height 9.0 It heat/cool 4 Room dimensions 1.0 x 151.0 fl 5 Room area 151.0 It' Ty Construction U-value Or HTM Area (fl') Load Area Load number (Btuh/fl'-'F I (Bluh/ftp I or perimeter (ft) I (Btuh) I or perimeter Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-0sw 0.068 n 3.94 1.05 0 0 0 0 4A5-2o1 0.350 n 0.00 0.00 0 0 0 0 4A5.2ofd 0.350 n 20.26 8.86 0 0 0 0 4A5.2ofd 0.350 n 20.26 8.86 0 0 0 0 11 4B5.2fv 0.350 n 0.00 0.00 0 0 0 0 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 4B5-2fv 0.350 n 0.00 0.00 0 0 0 0 W 15813-0wc-8 0.093 n 0.00 0.00 0 0 0 0 12E-0sw 0.068 a 3.94 1.05 176 149 587 156 4B5.2ty 0.350 a 20.26 27.59 26 0 533 725 485-2tv 0.350 a 20.26 17.23 0 0 0 0 W 15813-0wo8 0.093 a 0.00 0.00 0 0 0 0 12E-0sw 0.068 s 3.94 1.05 0 0 0 0 4AS-2of 0.350 s 20.26 14.63 0 0 0 0 4B5-2fv 0.350 s 20.26 14.63 0 0 0 0 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 4115.214 0.350 s 0.00 - 0.00 0 0 0 0 15813-Owc-8 0.093 s 0.00 0.00 0 0 0 0 4A5-2ov 0.350 s 0.00 0.00 0 0 0 0 405-2fv 0.350 s 0.00 0.00 0 0 0 0 12E-Osw 0.068 w 3.94 1.05 0 0 0 0 485.2ty 0.350 w 20.26 27.59 0 0 0 0 48Fi21v 0.350 w 0.00 0.00 0 0 0 0 485-21v 0.350 w 0.00 0.00 0 0 0 0 W 15813.Ow" 0.093 w 0.00 0.00 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 151 151 254 88 F 21A-32t 0.020 0.00 0.00 0 0 0 0 61 c)AED excursion 27 Envelope loss/gain 1374 995 12 a) Infiltration 334 35 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/olher 0 Subtotal(lines 6 to 13) I 1707 1031 Less external load 0 0 Less transfer 0 0 Redistribution 867 183 14 Subtotal 2574 1214 15 Dud bads -0% 0% 0 0 Total room load 2574 1214 Air required(cfm) I 1 631 521 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F+- wrightsoft, 2015-Dec-1713:20:38 .--ZN Right-Suite®Universal 2015 15.0.23 RSU10614 Page 13 .EG\Website\Sept 2015\0915-026 Drazic\Orazic.rup Calc=MJ8 House Front faces S Ri ht-M Worksheet Job: SEG 0915-026 System 3 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web.www.load-calculalions.com 1 Room name System 3 TV RM/Hall 2 Exposed wall 137 5 R 49.0 h 3 Room height 9.0 It d 9.0 It heat/cool 4 Room dimensions 1.0 x 422.8 It 5 Room area 1001.8 It, 422.8 f t' Ty Construction U-value Or HTM Area (f t') Load Area (fl') Load number (Bluhlft°-'F I (Btuhlft) I or perimeter (fl) I (8luh) I or penmeter (ft) I (8tuh) Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heal Cool 6 W 12E-Osw 0.068 n 3.94 1.05 171 75 294 78 32 10 39 10 4A5.2of 0.350 n 20.26 8.86 15 0 297 130 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 485-2tv 0.350 n 20.26 8.86 22 0 436 191 22 0 436 191 485.2fv 0.350 n 20.26 8.86 30 0 609 266 0 0 0 0 4B5-2fv 0.350 n 20.26 8.86 30 0 608 266 0 0 0 0 W 15813-Owc-8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 T�I 1 12E-0sw 0.068 a 3.94 1.05 540 427 1683 448 41 16 65 17 --G 485.2ty 0.350 a 20.26 27.59 113 0 228 3105 24 0 488 664 1___G 4B5-2fv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 s 3.94 1.05 171 152 597 159 140 120 473 126 4A5-2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 20.26 8.86 6 13 128 56 6 6 128 56 05.2ty 0.350 s 20.26 8.86 13 26 266 116 13 13 266 116 1y 15813-Owc-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 l;_GG 4A5-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2(v 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 3.94 1.05 356 244 959 255 230 118 463 123 4B5-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 485.2fv 0.350 w 20.26 8.86 37 74 754 330 37 37 754 330 4B5.2fv 0.350 w 20.26 8.86 75 149 1513 662 75 75 1513 662 W 15813-Owr-8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 - 1.68 0.58 1002 1002 1682 581 423 423 710 245 F 21A-321 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 0 1 1 194 Envelope loss/gain 1 12109 6643 1 1 5335 2735 12 a) Infiltration 2353 248 836 88 b) Room ventilation 0 0 0 0 13 Internal gains Occupants Q 230 3 690 0 0 Applianceslother 0 0 Subtotal(lines 6 to 13) 14461 7581 6174 2823 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 1222 395 14 Subtotal 14461 7581 7396 3218 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total.room load 14461 7581 7396 3218 Air required(ctm) I I I 5001 500 I 2561 212 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2015-Dec-1713:20:38 �- A Right-Suite®Universal 2015 15.0.23 RSU10614 Page 14 .EG1WebsitelSept 2015\0915-026 Drazic%Drazic.rup Calc=MJ8 House Front faces: S Right-J® Worksheet Job: SEG 0915-026 System 3 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web.www.load-calculations.com 1 Room name Stairs 8.2 Math 2 2 Exposed wall 19.5 ft 6.0 ft 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 16.0 x 3.5 ft 6.0 x 12.0 ft 5 Room area 56.0 ft, 72.0 f t' Ty Construction U-value Or HTM Area (ft') Load Area (f 1') Load number (81uh/fl'-°F I (BIuh/ft� I or perimeter (ft) I (Btuh) I or penmeter (h) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heal Cool 6 12E-Osw 0.068 n 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5-2ty 0.350 n .20.26 8.86 0 0 0 0 0 0 0 0 4B5-2fv 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4B5-2tv 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 W 15813-0wc-8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 V)/ 12E-Osw 0.068 a 3.94 1.05 144 138 543 144 54 44 171 46 I�_CGI 485-2tv 0.350 a 20.26 27.59 6 0 125 170 10 0 212 288 4B5-2tv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15813.0vro8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 3.94 1.05 32 32 124 33 0 0 0 0 4A5-2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 485-2tv 0.350 s 0.00 0.00 0 0 0 0 0 D 0 0 4B5-2tv 0.350 s 20.26 8.86 0 0 0 0 0 0 0 0 4B5.2ty 0.350 s20.26 8.86 0 0 0 0 0 0 0 0 Vy 15813.Owc-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 IL-GC 4A5-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4B5-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 3.94 1.05 0 0 0 0 0 0 0 0 4B5-2tv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 I- G 4B5-2tv 0.350 w 20.26 8.86 0 0 0 0 0 0 0 0 4B5-2fv 0.350 w 2026. 8.86 0 0 0 0 0 0 0 0 W 15813-Owc-8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 56 56 94 32 72 72 121 42 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion -21 -2 Envelope lossJgain 1 886 359 1 1 504 374 12 a) Infiltration 334 35 103 11 b) Room ventilation 0 0 0 0 13 Internal gams, Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 12191 394 607 385 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution -1219 -394 0 0 14 Subtotal 0 0 607 385 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Airtrequiir dl room Ioad(cfm) I I I OI OI I 6011 3251 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +�i- wrightsoft 2015-Dec-17 13:20:38 - � Right-Sure®Universal 201515 0.23 RSU10614 Page 15 .EG\N/ebsnel.Sept 2015\0915-026 Drazic\Drazic.nip Calc=MJ8 House Front faces S Right-J® Worksheet Jab: SEG 0915-026 System 3 Date: Oct 4,2015 By: Tracy Savoy Savoy Engineering Group Phone.(801)949-5337 Web:www.load-calculations.com 1 Room name Bedroom 2 Bath 1 2 Exposed wall 13.5 ft 6.0 ft 3 Room height 9.0 ft heal/cool 9.0 ft heal/cool 4 Room dimensions 1.0 x 154.5 ft 6.0 x 12.0 ft 5 Room area 154.5 ft' 72.0 f t' Ty Construction U-value Or I HTM I Area (ft') I Load I Area (w) I Load number (Btuh/fl--F - (Bluh/fl2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) - Heat Cool Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 n 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5-2ty 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4135-2fv 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 485-2fv 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 W 151313-Owc-8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 VVV���lll 12E-Osw 0.068 a 3.94 1.05 122 78 308 82 54 25 100 27 485-2fv 0.350 a 20.26 27.59 43 0 877 1194 29 0 579 789 485-2fv 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 151313-0wc-8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 485-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 48S21v 0.350 s 20.26 8.86 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 20.26 8.86 0 0 0 0 0 0 0 0 15813-Owc-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 II:2 4B5-2fv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 ��jjff 12E-osw 0.068 w 3.94 1.05 0 0 0 0 0 0 0 0 F -G 4BS2ty 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 ICG 48S2fv 0.350 w 20.26 8.86 0 0 0 0 0 0 0 0 485-2fv 0.350 w 20.26 8.86 0 0 0 0 0 0 0 0 W 15B13-0wc-B 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38xd 0.029 1.68 0.58 155 155 259 90 72 72 121 42 F 21A-321 0.020 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion -91 5 Envelope loss/gain 1 1445 1356 1 1 800 872 12 a) Infiltration 231 24 103 11 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 1 230 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 16751 1611 903 883 Less external toad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 6 2 3 1 14 Subtotal 1682 1613 906 884 15 Duct loads -0% 0% 0 0 -0% 0% 0 0 Air requiredal room)oad(cfm) I I 16581 161061 I I 9311 061 8841 58 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A-4- wrightsoft2015-Dec-1713:20:38 Righl-Suite®Universal 2015 15.0.23 RSU10614 Page 16 .EGIVVebsite\Sept 2015\0915-026 Drazic\Drazic.wp Calc=MJ8 House Front faces: S Right-J® Worksheet Job: SEG 0915-026 �-= System 3 Date: Oct 4,2015 By- Tracy Savoy Savoy Engineering Group Phone(801)949-5337 Web:www.load-calculalions.com 1 Room name Bedroom 1 AH 2 Exposed wall 43.5 It 0 It 3 Room height 9.0 O heat/cool 9.0 It heat/cool 4 Room dimensions 14.0 x 15.5 It 2.5 x 3.0 ft 5 Room area 217.0 ft' 7.5 f 1' Ty Construction U-valueor HTM Area (fl') Load Area (fl') Load number (Btuh/ft'--F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (11) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12E-Osw 0.068 n 3.94 1.05 140 65 255 68 0 0 0 0 4A5-2of 0.350 n 20.26 8.86 15 0 297 130 0 0 0 0 4A5-2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ofd 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 4B5.2fv 0.350 n 20.26 8.86 0 0 0 0 0 0 0 0 4B5.2fv 0.350 n 20.26 8.86 30 0 609 266 0 0 0 0 485-2fv 0.350 n 20.26 8.86 30 0 608 266 0 0 0 0 W 15B13.0wc8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 a 3.94 1.05 126 126 496 132 0 0 0 0 485-2fv 0.350 a 20.26 27.59 0 0 0 0 0 0 0 0 485.2ty 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 W 15813-0wc-8 0.093 a 0.00 0.00 0 0 0 0 0 0 0 0 12E-Osw 0.068 s 3.94 1.05 0 0 0 0 0 0 0 0 4A5-2of 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4135-2tv, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 4135.21v 0.350 s 20.26 8.66 0 0 0 0 0 0 0 0 4B5-2fv 0.350 s 20.26 8.86 0 0 0 0 0 0 0 0 15813-0wc-8 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 �--G 4A5-2ov 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 �� GG 485-2tv 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12E-0sw 0.068 w 3.94 1.05 126 126 498 132 0 0 0 0 4B5-2fv 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 4135-2tv 0.350 w 20.26 8.86 0 0 0 0 0 0 0 0 485.2fv 0.350 w 20.26 8.86 0 0 0 0 0 0 0 0 W 15613-0wc-8 0.093 w 0.00 0.00 0 0 0 0 0 0 0 0 C 1 BA-38xd 0.029 1.68 0.58 217 217 364 126 8 8 13 4 F 21A-32t 0.020 0.00 0.00 0 0 0 0 0 0 0 0 6 c)AEC)excursion 1771 1 0 Envelope loss/gain 3126 943 1 1 13 4 12 a) Infiltration 744 78 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants 230 2 460 0 0 Appliances/other 0 0 Subtotal(lines 6 to 13) 3870 1481 13 4 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 -13 -4 14 Subtotal 3870 1481 0 0 15 Duct bads -0% 0% 0 0 -0% 0% 0 0 Airtrrequiiredl(dm) I I I oad 3834 101 t498I I OI OI Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �, Wrights Oft P 7 Right-Suite®Universal 2015 15.0.23 RSU10614 2015-Dec-171a e 1 '�`A .EG\Website\Sept 20150915-026 Drazic\Drazic.mp Calc=MJ8 House Front faces: S 9 Job: SEG 0915-026 i ., Project Summary Date: Oct 4,2015 1_r-.-'kms_ System 1 By: Tracy Savoy t 'a11Savoy Engineering Group Phone:(801)949-5337 Web:www.load-caladations.com For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 Notes: Robert Yaciuk High Velocty Heloper com Weather White Plains Westchester Co A, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 87 'F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 12 'F Daily range M Relative humidity 50 % Moisture difference 33 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 15908 Btuh Structure 3103 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(45 cfm) 2800 Btuh Central vent(45 cfm) 561 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18708 Btuh Use manufacturer's data n Rate/swing multiplier 092 Infiltration Equipment sensible load 3356 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 520 Btuh Ducts 0 Btuh Heating Cooling Central vent(45 cfm) 989 Btuh Area(ftp 3139 3139 Equipment latent load 1509 Btuh Volume(ft) 5931 5931 Air changes/hour 010 0.05 Equipment total load 4865 Btuh Equiv AVF(cfm) 10 5 Req. total capacity at 0 71 SHR 04 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 500 cfm Actual air flow 500 cfm Air flow factor 0 031 cfm/Btuh Air flow factor 0 161 cfm/Btuh Static pressure 1 50 in H2O Static pressure 1 50 in H2O Space thermostat Load sensible heat ratio 0.71 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrl htsoft' 2015-Dec-17,3:20:42 � Right-Suite®Universa1201515.0.23RSU10614 Pagel ACCK .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S Project Summa Job: SEG 0915-026 ,. J Summary Date: Oct 4,2015 1' System 2 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.load-calculagons.com For- Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 Notes: Robert Yaciuk High Velocty Heloper com Weather White Plains Westchester Co A, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 87 °F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 33 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25382 Btuh Structure 14700 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(73 cfm) 4597 Btuh Central vent(73 cfm) 921 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 29980 Btuh Use manufacturer's data n Rate/swing multiplier 092 Infiltration Equipment sensible load 14309 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 1041 Btuh Ducts 0 Btuh Heating Cooling Central vent(73 cfm) 1624 Btuh Area(ftp 1941 1941 Equipment latent load 2665 Btuh Volume(ft') 17469 17469 Air changes/hour 0.19 010 Equipment total load 16973 Btuh Equiv.AVF(cfm) 55 29 Req.total capacity at 0.85 SHR 14 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 625 cfm Actual air flow 625 cfm Air flow factor 0.025 cfm/Btuh Air flow factor 0 043 cfm/Btuh Static pressure 1 50 in H2O Static pressure 1 50 in H2O Space thermostat Load sensible heat ratio 085 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Deo-1713:20: 2 L -p- vvri htSOft Right-SuileUniversa1201515.0.23 RSU1064 Paget ACC'�` .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House Front faces: S r✓' Project Summa Job: SEG 6 1 Summary Date: Oct 4,,2015 System 3 By: Tracy Savoy Savoy Engineering Group Phone:(801)949-5337 Web:www.loacl-calculations.com For Drazic Residence 470 Lloyds Lane, Mattituck, NY 11952 Notes: Robert Yaciuk High Velocty Heloper com B o 0NIF I0 on Weather White Plains Westchester Co A, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 87 °F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 33 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14461 Btuh Structure 7581 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(45 cfm) 2828 Btuh Central vent(45 cfm) 567 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17290 Btuh Use manufacturer's data n Rate/swing multiplier 092 Infiltration Equipment sensible load 7464 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 1037 Btuh Ducts 0 Btuh Heating Cooling Central vent(45 cfm) 999 Btuh Area(111 1002 1002 Equipment latent load 2036 Btuh Volume(ft) 9016 9016 Air changes/hour 0.25 013 Equipment total load 9500 Btuh Equiv AVF(cfm) 37 20 Req.total capacity at 0.80 SHR 08 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47-F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 500 cfm Actual air flow 500 cfm Air flow factor 0 035 cfm/Btuh Air flow factor 0 066 cfm/Btuh Static pressure 150 in H2O Static pressure 1 50 in H2O Space thermostat Load sensible heat ratio 080 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2015-Dec-17 13:20:42 .L Wriight5Oft' Right-Suite®Universal 2015 15.0.23 RSU10614 Page SCA .EG\Website\Sept 2015\0915-026 Drazic\Drazic.rup Calc=MJ8 House From faces: S r B.a.mm, 7 a"'"' 1 rl —12 .t, I h<aw iA ;i b<an � it NF,X6, ,I I I b ca.� Qo it -- b<an , i, Job M SEG 0915-026 Savoy Engineering Group Scale 1 . 171 Performed by Tracy Savoy for: Page 1 Drazic Residence Right-Suite®Universal 2015 470 Lloyds Lane 15 0.23 RSU10614 Mattituck,NY 11952 Phone. (801)949-5337 2015-Dec-17 13:24:52 www.load-calculations.com 2015\0915-026 Drazic\Drazic.rup /0 i` N 4� Fn9t Floor tr 9a:a�� r9 cM1n r0 do rT cw »<En r9 cMfi l]can 1 I I i Mw•a 4+> !J :ado s� T i r II.9� � ms.9n T I• • °-} *- )Ido i n c9n 19. 19 clm x9 ITCF1 --•"r®i Ido •llcM m.un xd., )t cYn I..In 1l ctn It dbr it � I - 4 [� r9.9n ti J11Na) I�; S7 l- r- i }-}Ido tr(y'a. as e9n iiL(a{-'+ ,lxesnl )r.ea ' II rc':.cr�.,3xoT.6scD�3nm.-)I n.cn�-----i�"w"---------a• 4 z t. Ia c;n T9 cYn Is cMn Is can Job#: SEG 0915-026 Savoy Engineering Group Scale 1 . 171 Performed by Tracy Savoy for: Page 2 Drazic Residence Right-Suite®Universal 2015 470 Lloyds Lane 15.0.23 RSU10614 Mallituck,NY 11952 Phone.(801)949-5337 2015-Dec-17 13:24:53 www load-calcu la lions.com 2015\0915-026 Drazic\Drazic.nip l I ENGINEERING CIF,RTIIiICATION BY: P.E. ROBBINS 1777 STATE ROUTE 167 VIC'T'ORIA, IL 61485 NVrl N J� CLEAR SPAN MAX.ADJUSTMENT 5 112" 'MAX.ADJUSTMENT 5 1/2" 15-01-00 n41NIMUNI LENGTH 16-00-00 MANUFACTURED LENGTH TOP AND BOTTOM CHORDS JOIST SPACING CLEAR SPAN n'1^XI111Uni unn7o11ni h1AX11NUIN LOADUNIFORM I,IVELOAU "1'O'1'ALLOAD DIMENSION GRADE (itiches) (feet-itches) (PSF) (PSF) ® 3 X 2 m SPF 41/82 ❑ 12" ❑ 15'-1" ❑ 102 ❑ 128 ❑ 4 X 2 ❑ SPIE 2100 fl.BE ❑ 16" ❑ IS'-1" ❑ 77 ❑ 96 ❑ ❑ SPF 2400 MOE ❑ 19.2" ❑ 15'-1" ❑ 64 ❑ 80 ❑ ❑ 24" ❑ 15'-1" ❑ 49 ❑ 64 REACTIONS DEFLECTION CRITERIA LEFT RIGHT LIVE LOAD TOTAL LOAD teL< L/360 DT L/240 NOTES 1.Open JOIS1,a has been evaluated by the International Code Council Evaluation .i••'�� Services Report Number ESR-1035 and by CCMC 1211811. 2.Open Joista is in compliance with the following codes: 2015 International BuildiogCudea(IBC) �� 1Q t•lic) 20151nternnlfonalResidential Codav(IRC) (i, � � BOCAm National Building Code/1999(BNBC) a k th 7 1999 Standard Building Codea(SBC) fj ` 1997 Uniform Building Code,.-(UBC) nr- r_ iu1 Pm•t 4 and 9 of the National Building Code of Canada 2010 ` ••cam' •' The.Onta•io Building Code 20109 J 5 rip The Manitoba Building Code 2010 The Nova Scodn Building Code 2010 t'�fF,S311Jd� The Prince Edward Island Building Code 2010 CAN/CSA-086-09 and mice In considernlionthe vibration criterin as Pei- NBC erNBC 2005 and NBC 2010,section 9.23.4.2(2). —� 3.Parts are joined together with waterproof pit cool-resorcinol adhesives In • accordance 111th ANSi/AHCA190.1-,CSA 0112.7-NI and ASl'n1 D 25594.Open Open Joista was evaluated by load tests done on full size snnlples as per �)ti'_sS�`• j Y AC224 and 2-Pwcibull coefficient of variation,01w. 5.Open Joista is proof-tested to a mbrimum load of 2.1 times the design wm'king Innd and is quality controlled by a qualified third party agency f" The proof lond has been set at 71%of the 51h load without any further };'�f�}-•)-jfl�j['lill-' adjustments for load duration, i\�� i _,Est 6.A mhdnnnn 518"sheathing must be screwed m•noilcd 10 the top Oangcs \'�Pf.•(t�«r."'S R,. according to local code. 7.1f specified,sh•ongbacics must be of day lumber in(]secured with nails or }• 'y�,'��+j screws according to currentpractice mud local code. _ ._,� Ir,,•,,.,�p 8.Open Joista must be used nuclei-dry conditions.For wet conditions consult <:> ��5;19-1 6 with the nmnnfncturer. 9.Required bcaing length must be determined for each application based on specifications by the manufacturer unit must never be less than 1.5 inches. Trimming end bluclu are nllowed but enol block must he n minimum of]75 Inches wide. Job#PER16707 10.Tempora•y bracing should be hnstalled,by competent label-during erection. I 1 The Top and Bottom Chord lumber specie is SPF.The grade of lumber used for 1 E.Robbins,P.E. 1777 State RI 167 diakonal and vertical well members is visually graded ill-Plant as per yualily victoria 1161485 control manual. ana309-879•3256 P D FROTH-PAKTM Foam Sealant 1.PRODUCT NAME Basic Use 4.TECHNICAL DATA FROTH-PAK"Foam Sealant FROTH-PAK"Foam Sealant can be used in Applicable Standards 2.MANUFACTURER interior or exterior commercial,residential, ASTM International The Dow Chemical Company agricultural,industrial and institutional • C518-Standard Test Method for Steady- Dow Building Solutions settings.-If used in an exterior setting,a State Thermal Transmission Properties by 200 Larkin Center,1605 Joseph Drive coating must be applied for ultraviolet(UV) Means of the Heat Flow Meter Apparatus Midland,MI 48674 protection. •C273-Standard Test Method for Shear 1-866-583-BLUE(2583) Typical commercial applications include Properties of Sandwich Core Materials .Fax 1-989-832-1465 spray polyurethane foam roof repair and • D1621-Standard Test Method for sealing roof perimeters and parapet walls. Compressive Properties of Rigid Cellular Dow Chemical Canada ULC Plastics Dow BuildingSolutions Residential uses include •Roof and wall junctions D1622-Standard Test Method for Apparent 450-1st St.SW Suite 2100 Density of Rigid Cellular Plastics Calgary,AB T2P 5111 •Wall and attic penetrations .D1623-Standard Test Method for Tensile 1-866-583-BLUE 2583 En • Electrical,mechanical and ( )1(English) and Tensile Adhesion Properties of Rigid 1-800-363-6210(French) plumbing penetrations • Other gaps,cracks or crevices in the Cellular Plastics dowbuildingsolrltions.com building envelope • D2126-Standard Test Method for Response of Rigid Cellular Plastics to Thermal and 3.PRODUCT DESCRIPTION Sizes Humid Aging FROTH-PAK'Foam Sealant is a two- FROTH-PAK"Foam Sealant is typically sold . D2842-Standard Test Method for Water component,quick-cure polyurethane foam as a complete kit that includes pressurized Absorption of Rigid Cellular Plastics that fills cavities,penetrations and cracks. "A"and"B"cylinders,plus dispensing gunk . E96-Standard Test Methods for Water FROTH-PAK`Foam Sealant is a chemically hose assembly and accessories.FROTH-PAK" Vapor'hansmission of Materials cured foam,significantly reducing curing Foam Sealant is also available iii refillable, .C203-Standard Test Methods for Breaking time.It dispenses,expands and becomes tack- returnable tanks for applications requiring a Load and Flexural Properties of Block-Type free in seconds.The product will skin over in large amount of foam;such as poultry houses. Thermal Insulation 30-40 seconds and will cure in minutes' See Table 1 for size and yield information. Physical Properties FROTH-PAK-Foam Sealant exhibits the typical properties and characteristics indicated in TABLE 1:SIZES AND THEORETICAL YIELDS FOR FROTH-PAK'FOAM SEALANT Table 2 when tested as represented. Fire Information t3 'r :':t'>'-✓T'.�(`"-1<4`t � r� •'�'P '• - '''•;:.`-R'? -,5a" : Kits FROTH-PAK"foam is combustible and will burn FROTH-PAK"12 ( 12(0.03) if exposed to open flame or sparks from high- energy sources.Do not expose to temperatures FROTH-PAK"120 120(0.28) above 240°F(116°C). FROTH-PAK"200 200(0.46) Code Compliances FROTH-PAK"620 620(l.46) j Refillable Cylinders ( FROTH-PAK"Foam Sealant complies with the following codes: FROTH-PAK"17(gaQ i 2060(4.85) •CCMC 13447-L E FROTH-PAK"27(gal) 32ao(7.s5) I •Underwriters Laboratories,Inc.(UL)Classified, FROTH PAK 60(gal) i 6860(16.2) I see Classification Certificate R13655 FROTH-PAK"120(gal) 15430(36.4) I Contact your Dow sales representative or _FRO..TH-PAK'"350(gal) j 43890(103.6) _----------- local authorities for code requirements and "Th.lhe°retadyddhm becomean.WlWrystaMard la,dmulyna cena,n spes°l isuo-t°mppnenl knc rMe°recaln�dtakulello^:.vepM°rmednpMecl bnm.l°ry related acceptances. co,Aa=,ithool lakng Aowc-1 the 1-1 blwwlgagent w the w, 1b napplcatro thodsand types 'Acl,ad Melm,es.A depad m lempe,dwe.bmnitvcb,rsa the speal,c n°«b used,etc. ••for,..b-dpw.pplc.1—n ns.FROT/I-PAK)°F.—Inwlot—(w W. U.S.only)to-I braking codespecd,cabons. .�. -n...,_.;a:-sew:w..:.> �c -: °T'-„"�y)':;Y, ri')'"'= .i.Y,y:I�)?:,A'.2.. :✓m<:•^' :iTa � b:"4:3Y _ - _ :i: rl.. - ..%''.vI="ii:':4;"� °f:Yi'-':(ina ;r}:�- :.�.'%t`^> eC, ��«.. i?'r;�:. �:•-v ''� )4'f '^-^�,�..',.:::�. !.'�l^:�''i1 )..�r� ''•'ti:r-� .'''.`G- :'S,. .:,+±�r+..�� µs '-^w�-, •,,"«;...r„��."'4=' .r'�.v 1.a;.-Y. .t�' > tf' r4"'".�lG; L",.wy � 'r.,%'- ;:r'._y�y >r,"" ::1`t-<,;�\„`7' s.: ''e'=iT�`�"T ab �.,+};,� •c•. T:nxzti7£��,':�al'°, ny.> rr �' � Ra, �,;v.. :1'':,+,r.�.c:.:• 'xs.,<:,.*w•r1_� "r:tr+ ^l.. c.'s,`,S J':. :r:4 - :).^.t:.-s ��,sfia ': .��,�:i5..v.x, s i)s}3- �i)^� .�.�� 7:�.,,4i,•'.� ,.�o_u.- -=3 .'9:' {. - t - .ts.,. �'�r;.: -`r"7�Y ..3j4';�, 5�,�.)L.. `S'-:'.r�f%GY .�"''I.�t<=,... t,T. i ".?$.' ,:?:, i,:j::: .:I"• :,(:.i�. ..l ,5' .hr f51:..:.........: .:t :-O'.::t y •Iy+.n t 3: 1t r. _ Tall- . . � ,..a. .Ye.SI� .)...,...: .1........... .......,.7;:_...��'•.:1.. 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'..i+'�:�.. .T.'y.. -.f. .{ >. ->...-,�S r. .t-.ter_ f.^.t'.;:�.>'.t... 3.�.:. •-..c.,.^:>i rbc:;^' .t:>'•`Sa`°a.. :^s.. :-}:':'g. >�'.9•. 5.INSTALLATION areas.Supplied air or an approved air- Wear protective clothing(including long Complete operating instructions are provided purifying respirator equipped with an sleeves),gloves,and goggles.Cured foam with each FROTH-PAK'•Foam Sealant organic vapor sorbent and a P100 particulate must be mechanically removed or allowed purchase.Read all information and cautions filter may be required to maintain exposure to wear off in time. before application.Note:Avoid overfilling levels below ACGIH,OSHA,WEEL or other •The contents are under pressure. restricted spaces.Chemicals exert force applicable limits.For situations where the at FROTH-PAK"foam should not be used during reaction,and expansion of foam may atmospheric levels may exceed the level for around heaters,furnaces,fireplaces, result in substrate deformation. which an air-purifying respirator is effective, recessed lighting fixtures or other use a positive-pressure,air-supplying applications where the foam may come Safety and Conditions of Use respirator(air line or self-contained in contact with heat-conducting surfaces. • Read the instructions and(Material)Safety breathing apparatus). Cured FROTH-PAK'"foam is combustible Data Sheet((M)SDS)carefully before use. • Isocyanate is irritating to the eyes,skin and will burn if exposed to open flame or • FROTH-PAK"spray polyurethane foam and respiratory system,and may cause sparks from high-energy sources.Do not contains isocyanate,hydrofluorocarbon sensitization by inhalation or skin contact. expose to temperatures above 240a17(116aC). blowing agent and polyol.Do not breathe • FROTH-PAK`foam Will adhere to most •Re-entry allowed after only 1 hours vapor or spray.Use only in well-ventilated surfaces and skirl.Do not get foam on skin. Visit dowbuildingsolutions.com or contact TABLE 2:TYPICAL PHYSICAL PROPERTIES OF FROTH-PAK'"FOAM SEALANT a local Dow representative for more specific These properties are typical but do not constitute specifications. instructions. • ..... f r r''�,cr>�;��.i .:'; " 'sa y�.s?4,'�`dwc .�'r'"'�1'.`4 � ' ' % -. �. 6.AVAILABILITY Flame Spread/Smoke Developed;m ASTM E84/UL 723 @ 4"wide by 2'thick 1525/:9450 FROTH-PAK"Foam Insulation is distributed Nominal Density,ASTM 01622,lb/fta 11.75 through an extensive network.For more Thermal Resistancesperinch,ASTM C518,ft2•h•'F/Btu,R-value,min. I information,Call: � Initial � 6.6 1-800.232-2436(English) Aged LTTR measured at 2'thick 10.6 1 1-800-565-1255(French) I Water Vapor Permeance,ASTM E96,perm @ 1"thick 3.13 Water Absorption,ASTM D2842,%byvolume ( 5.44 7•WARRANTY I Air Permeability,ASTM E2178 air leakage at 1'thick l/min @ 75 Pa � 0 Not applicable. Air Permeability,ASTME283airleakageat0.5'thick,U/min•fta@75 Pa i 0 8.MAINTENANCE Not applicable. Dimensional Stability,ASTM D2126,%volume change 158'F/100%RH@iwk 0.70 I 9.TECHNICAL SERVICES 158'F/100%RH @ 2 wks -40'F/amb RH @ 1 wk 026 I Dow can provide technical information -40'F/amb RH @ 2 Wks 1 0.36 to help address questions when using Compressive Strength,ASTM D 1621,Ib/in',parallel 123.4 FROTH-PAK"Foam Sealant.Technical Flexural Strength,ASTM C203,Ib/in',parallel 122.7 personnel are available to assist. Tensile Strength,ASTM D1623,Ib/Ina,parallel 136 For technical assistance,Call: II 1-866-583-BLUE(2583)(English) Shear Strength,ASTM C273,Ib/ins,parallel 12.7 1-800-363-6210(French) j Maximum Service Temperature,'F 240 -- — specialty-------- y-�--` -- -----�—�� -—— Values may differ for FROTH-PAK"12 and kils Contact.Dowrepresenlative for moreinlormalbn 10.FILING SYSTEMS This numerical flame spread rating fa rot intended to reflect herards presented bythis or anyolher material under actual fire conditions. (lOWbltlldln SOlUt10115.COln s R means reai,tann to heal bow.TM wa higher the Rlue,the greeter the insulating power. tri In the U.S. In Canada Technical Information www.dowbuildingsolutions.com The Dow Chemical Company Dow Chemical Canada ULC 1-866-583-2583(English) www.sprayfoamatdow.com Dow Building Solutions Dow Building Solutions 1-800-363-6210(French) 200 Larkin Center,1605 Joseph Drive 450—1 st St.SW,Suite 2100 Sales Information Midland,MI 48674 . Calgary,AB•T2P 5H 1 1-800-232-2436(English) 1-800-565-1255(French) NOTICE:No freedom Iron any patent owned by Dower olhws k to be inferred Because use mndil',ons and applicable laws may differ from one locolron to another and may charge vnth lime,Customer is responsible for determining whether products and the information in this document are appropriate for Customers use and for ensuring Thal Customer's workplace and disposal pxlices are in compliance with applicable laws and other gavermawrl enactments.The producl shown in this Idwatuue may not be evadable for sale and/or available h,all geographies where Dow is represented.The claims made'umy,not have been approved lot use in all countries or regions.Dow assumes act obligation w liability for the information in this document.References lo'Dmv or the-Company mean the Dow legal entity selling the producls to Customer unless otherwise expressly noted NO EXPRESS WARRANTIES ARE GIVEN EXCEPT FOR ANYAPPLICABLE WRITTEN WARR ANTIES SPECIFICALLY PROVIDED BY DOW.ALL IMPLIED WARRANTIES INCLUDING THOSE OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED. Dow Polyurethane Foam Insulation and Sealants CAUTION:When cured,these products are combustible end will burn it exposed to open flame or spark,from high-energy sources.Do not expose to temperatures above 240-F For more information,consull Material Safety Data Sheets, call Dow al 1-866-583-BLUE(2583)or contact your local building inspector.In an emergency,call 1-989-636-4400. When air seahng buildings,ensure that combustion appliances,such as turnaces,waterheaters,wood burring stoves,gas staves and gas dryers are properly vanted to the adside.See website:hitp:// w .epn.gmMq/hn—"ry llation.html. In Canada visit:htlp:N,chiasm-curegcca/eng/ibplrc/bsUB3-house-venl0alionhtmL FROTH-PAK"Spray Polyurethane Foam contains isocyanate.hydrafluorocarbon blowing agent and polyol.Read the instructions and Material Safety Data Sheets carefully before use.Wean prolective clothing(including long sleevest gloves,goggles or safety glasses,and proper respiratory protection. Oo not breathe vapor ormist.LuseOnly with adnpnte venld'ation.It iliac—n—ced Ilial appkcntursand thuse workup in the spayarea wear tespiiatuny protection.Increased ventilation significantly redoce the potential for isocyanate exposure;however,supplied air or an approved air-purifying respirator equipped with an organic vapor sorbent and a particulate filler may still be required to maintain exposru,levels below ACGIH,OSHA,WEEL or other applicable limits. For situations where the atmospheric levels may exceed the level for which an au-pwdy'urg respirator is effective,use a posilive-pneswre,air-wpphing respirotcr(air Pune or sell-contained breathing apparatus).Spraying large amounts of loam indoors may require the use of a positive pressure,air-supplying respirator.Contents under pressure. Building and/or conslmction practices unrelated to building materials could greatly aftecl moisture and the potential for mold formation.No matenal supplier including Dow can give assurance that mold w,8 not develop in hey specific system. 'See hug ventilation guidelines at dowtuildinpsnlutions.com. WmTrademwk of The Dow Chemical Company(-Dow)or an affiliated company of Dow. Fnrm No.179.05044X-0614 CDP P-led in U.S.A 178-00582X-0614 CDP y Marathon h®aa IR®I 10" Dia. Roof Drain / Roofing Products Tag: SPECIFICATION: RDI PVC, ABS, or cast iron roof drain with aluminum alloy flashing clamp, and secured poly or cast iron dome. Pipe Sizing(Select One) Suffix Description 2PVC 2'PVC El10-114-(280) _ 2ABS 2•ABS ❑ 2NH 2`No Hub ❑ -3PVC 3'PVC ❑ -3ABS 3'ABS ❑ .3Nhl 3`No Hub ❑ -4PVC 4'PVC ❑ -4ABS 4.ABS ❑ -4NH 4'No Hub ❑ Options(Select One or More) Suffix Description 5-(127) -D Dock Clomp ❑ -E Adjustable Extension D -GG SS Grovel Guard ❑ -M Cast Iron Dome ❑ C– – –––– ------- -P Sump Receiver ❑ -R 2'External Overflow Dorn❑ -VP Vandal Proof Suews ❑ -X Flolrol Device ❑ 2DP Poly Dome Only ❑ 2-(511 2D Cost Iron Dome Only ❑ 3"(76) I� PIPE SIZE �I Job Nome_ ____ _.._______— Contractor_ job Location Conboclor's PO No. Engineer Representative Marathon Roofing Products reserves the right to modify or change product design ur construction will prior iwtice and withoul inwrring any obligation to make similar changes orxi modificatlons to products previously or subsequently sold.See your Marathon representative for any clarification.Dimensions are subject to manulactudng tolerances. Marathon 3310 N.DENZING ROAD•ORCHARD PARK,NY 14127-1538•PH:(716)332-7673•FX:(716)332-7676 Roofing Products TOLL-FREE,800-828-8424•EMAIL.MRP@MARATHON DRAIN S,COM-WEB:WWW.MARATHONDRAINS.COM ES-WPDL RDI 0435 RDI TORE, ?t'� _-.:v-t , .,+e om � _. � � - .r nA"S.,f` ,e,'v,{{fi 4^fi":t'• .rt�sc" -v r j . � pr Profen Performance in - s..� t• - mill y Extreme Conditions rl Iroll ,_ •7.�� . via E v.. �' 'Y t_[. a, aof . a Yd' JT.:1'= �. "•`,ori. �R •L,-YL y�. - l•4 .L t f L-t�f{��L! •F h 7't �'ti F ty h •5 "� ..3' cti«.ARFs , �..}4 t ,?. l., K .fit t• Ss: fr.,� min u _ .;�" -.,}.. _WI•c r s .+ 4 t �t,�ti 's tiVret s•t"? f s• f ff -r.�k -Y- •s.c. �s w a is tL� it t R xat rL t r^ '75 ,�...� �l 'sem x+{ '` — Y J >j y-t„_ "�; �.. 7. i.0' 1 CS+as- 4• `1 l .,4. ♦ 0 1" E fi +`-K,st •^t, �c 43r" tY y �tA Sclr'4F , S, G'L, "_• '',rys=x' •�-fi'a�•y"L``�.`". :T'" 'SY'>`S S s>.. ,.,. �Z-.. [3'� -'`'l s; t*x:.N 7>.1�.i •�1,+. 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'terF '>c:?�, r.�.r���. .��t�f��1:rF.'u��•�'Y�x�l+-.�: spr K y.,.1+. ss.P -d'.c "��rte- u•-''� s�''�^'�'"'-,✓, -' ,t. s-a`,G `-es' �t 7, +•>c �s-. k:}s 'fsas x �„i s•�-"-• 5' J w ,�a,s Lr.xl s' -s,�r- •-t -tsss - .a{.i•^^ r fir '' MIA v� IVRF c s•"+' s- y u��✓ -. :: :. �. �� a ,"zY•i6"`...�"� Y,. �`-:.�'t r7 v "c�'4,�s`$'��.z. Ica t< <'y,FP'$y?� �.£3xL,ps . yONS ME-1- .'.-SrTixt�-2` 3g��.s` �-rf--.y�,' Yc s-'^aii'a -,s�.fis=„"F =.. �-Lw'. '�>^C6 i44 r 1t, r�.-, $s�'•j' r .�„ --- 4r` )'” a ? .+ ' y,L S't3'a s'.{ -mit x z,S`-.:'moi?.'." .f=+r. �'E> •y ` ✓� .- riY ffsE cMp FI�LiV ma zn, r r sLy OV gg,sv"`A"'�"` .��s'� r°.z�f� '' ,x.'33-F.' xc. '.€•r- �' ' i.:. ••`3 FS '{�a>"* `'='�uF"' z,? > "7t`:s-ilf-> tY y ro,,c MOMAROMI.- !M§' a t y ` t;�^3� >� n ZsS t xx 1 ya2 5 a I�r tr s y v g s s -R t� a "'t'� jine; ,tliu 7,t, - „r..s{> sy�,'-,�„4, ''4F -'a"'�_ri"'s�. x�'3• S >a } .•�- 'ib Mm N ON 'ROM OR 1 RoofingProducts � _ 1 .. r rr � ",�` J.'_" t G �.vi' `moi'6 stT O. Y• �- ,zy� ,. ��Yti'���•""�``� �.��`-"°k- -'�'� ��z L•w .�`' �"t�"�r <sa`,,,�� cP�.�� ��`���''�,�.z<a �,�,F„�'�,��T.m:.,..,�: •+�.���•�`•ity�v `�:,�: _ r.`� e v: :'� c,'�. _ ! Ft.3.>z�;s s�E`ems_ �...��35�,�`•``�:,�'�.Li�sr_ h�s�y�c�i�'•� ,�,� C 3,` 1 I I I x._ �t l BREATHERS & VENTS FOR t XLE VENT • 1 One Way&Two Way I FEATURES 12 1/2" • Provides pressure equalization in roof system • Low cost,all-metal breather used for venting all types of insulation • Spun from heavy gauge aluminum • An extra wide base opening and security ti attached cap • An optional foam insert is available to prevent moisture from condensing on the inside of the I x standpipe • Simple&easy to install - a • Unique cap design shields against entry of wind-blown rain or snow ' • Flange may be coated with PVC,TPO or asphalt priming 17 1/4" LE VENT - • One Way&Two Way - o ALUMINUM 6NSULVENTS p 3 One Way &Two Way r '. 7 3/4" ALUMINUM INSOLVENT F p_ 13" ONE WAY TWO WAY LARGE CAPACITY VENT(UNE WAY) (ALUMINUM) TYPICAL OUR APPLICATION TYPICAL SINGLE-PLY APPLICATION V — OIIE-WAY VALVE ASSEMBLY _ """'SCREE 7 3/4' EPS INSULATING INSERT ONE•Y/AY VALVE ASSEMBL (OPTIONAL) 81/2 EPS INSULATION INSERT 1 ' SIIIGLE-nY I I 2-PLY FLASHING FLASNI NG 103 14, I BUILT-UP ROOF ------ ----- - SIIICLE PLY I..MATION 81/2- AIERIBIIANE VAPOR BARRIER METAL DECK '''�'"-r•.�3y =';moi � :�.. ALL SEASONS REASONS ` PRE ENT Largest PVC Vent in the industry that is available in one or Iwo way. Ideal for use with quality heat weld able PVC membranes to provide secure flashing attachment, )31/2" Pre-vena design provides venting capacity to accommodate 327 sq. SOL—AmVENT - feet of floor The Pre-Vent is UV stabilized to help reduce any deterioration and fading from the sun. To install the.._:�.,:.�'•-'.z.;�-=`'`tea....-�'``,.� g gM Pre-Vent property it has been designed with pre-drilled holes in the 3„ = =7 s” flange to attach the Pre-Vent to the deck. :. LThe Pre-Vent when used with mechanical venting should be insulated accordingly to assist in directing the release of internal Solar Powered Roof Vents condensation. The base of the • Positive venting-rain or shine -- 143/4^ penetration within the Pre-Vent p • Continuous,non-stop exhaust should be sealed to maintain the flow-day or nighil tt<I N:1uun--:�:_-_ _____�____ integrity of the roofing system. See ful,. --- ,I,� K% 9 Y 9 Y Powered by nature ,.W.,,K„y.0 g' IC400AI!AA your membrane manufacturers for I �'"" "a'•IUAna - Hyper-sensitive solar cell provides details. Venting capacity will be earlier,longer ventilation niu'i+�(W 1'Douna yphty IC10 C1iWAC1 maintained through pipe sizes up to �A•,I •Sol-A-Vent's superior design 80%of the diameter of the Pre-Vent, maximizes air flow,seals out water rs •Trouble-free installation&durable "" materials let you rest easy ME VENT HO SHOP MS-LP Aluminum Low Profile One Way &Two Way VENTS Available in a low profile style for B� applications where space and 6 1/2"—. »—5 3/4"—. appearance limit using the taller standard. s Universal Pitch 777 151/4 C G 8 1/2" ".s ..,u• � tiF ,hA ' S' 10" -- 151/4"--- • • Positive venting-rain or shine for flat or pitched roofs MC VE NT(ONE WAY) Aluminum Roof Flashing lus.�w:mul • Continuous,non-stop exhaust 1191GR101T AYRNAiIGlI IYCFu 51n4lFft:/➢WWIOn • Secures plumbing vent stacks flow-day or night! [tlfliYlil11 I Protects roof penetrations • Powered by nature Irttnmulrc:orsml 3„s;;�• • Reduces vandalism • Hyper-sensitive solar cell provides ca MY 4R"ff Simplifies installation earlier,longer ventilation • • Common school security •Sol-A-Vent's superior design application maximizes air flow,seals out water o • Trouble-free installation&durable us usouc materials let you rest easy �����®� maratfinndruins r;nm 1411M24 ,• Raofinrg Products BREATHER & VENT GENERAL INSTALLATION INSTRUCTIONS: General installation instructions for BUR: 1.Select a location over an insulation joint 2.Cut a 4"hole through felts&Insulation(Make sure that the vapor barrier Is no punctured) 3.Center the vent over the opening,making sure that the opening is free of debris and set in asphalt cement 4 Flash base flange with 2 ply's of felt and asphalt cement(Extend first ply 6"beyond flange and second 9") 5.Pour flood coat of asphalt to base of roof vent 6. For other roofing systems follow man ufactures'specificafions For further Technical Information or the Name of your Nearest Distributor, Call Toll Free at 1.800.828.8424 INSULATION VENTS One Way or Two Way • Available in high-density polyethylene (black) IDs"L e for BUR and modified bitumen applications or U.V.stabilized PVC (white) for PVC membrane and polyurethane foam applications • Locking,vandal-proof cap prevents entry of wind-blown rain or snow • Inexpensive,simple&easy to install One Way ONE WAY TWO WAY Special One-Way nitrile rubber valve prevents moisture from re-entering roofing system nr� 23/8. 8' M-105 INSULATION BREATHER Two-Way Iola Some features as Ex-Flow Vent without 5 /4' one-way valve,which will allow for both exhaust and convective movement of air between breathers ALUMINUM INSULVENTS 81/21N. 216MM 41N. 1102MM 31N. 176MM 103/4 IN. 1273MM ALUMINUM i PER 1000 SO.FT. I 931' LC VENT(LARGE CAPACITY) 8 in IN. 1216MM 81N. 1203MM 61N. 1152MM 131N. 1330MM ALUMINUM I PER 1500 SO.FT 1139M' XLC EXTRA LARGE CAPACITY) 11 1/2 M. 1292MM 121/2IN. 1317MM N/A 171/4 IN. 1438MM ALUMINUM I PER 2000 SQ.FT. 1186M' MC VENT MEDIUM CAPACITY 91/21N. 1241MM 61/21N. 1165MM 53/81N. 1136MM 101N. ) 254MM ALUMINUM I PER 1500 SO.Ff. 1139W PRE VENT ILARGE CAPACITY) 91N. 229MM 101/41N. 1254MM N/A 14 3/41N. 13751MM PVC I PER 2000 SQ.FT. I IUM' EX-FLOW INSULATION VENT 81N. 203MM 51/4 IN. 1133MM N/A 101/21N. ) 267MM HDPE OR PVC I PER 1000 SQ.FT. I 93W M-105 INSULATION BREATHER 81N. ) 203MM 51/41N. 1133MM N/A 101/21N. 1267MA4 HDPE OR PVC IPER1000SO.FT. I 93M' �:-:=:Y�, ' F�•tiP a�"�� -i3k� 2w". _ - �. 'a�' .��'` •Fasi� 'tx w Isr"" E�`.��sss.:';��,:,-may fi'?,�•'•`5:.- , �A:' kx ...�'a:aF,'i'O.i��;`' "b. ,r���` ,sLu�a?:�. .- ds,,���� *rY �T�c.7, '�d�,5sw^�H'x1 ur.`:.,�` v+w i_r�'':v� 'r-wpm .� �'^�".`...,�-..-.i.,.`�i__�x'�'=•~ "'"i3 '+d 36" Gas Cooktop 800 Series - Stainless Steel NGM8655UC BOSCH Invented for life .��--��;:.,,,�s:,.—•;�-�--nom:--_-_ IWY'�1f Pp�pef? t:: iY9 Y:m(R.!F'A^,r'. •• - PRIMER: Knob material Metal Overall appliance 3 13/16"x 37"x dimensions (HxWxD) 21 1/4" Sealed burners Yes Grate material Cast iron — Required cutout size 3 13/16"x (HxWxD) 34 15/16" x 19 1/8" NGM8655UC Total BTU load (NG/ LP) 59,500/47,300 Minimum distance from 17/8" counter front Power of front left 12,000/9,100 Also available in burner(NG/LP) Minimum distance from 3" Black NGM8665UC rear wall Power of back left 12,000/9,100 burner(NG/LP) Net weight 39 lbs Bosch cooktops are Power of center burner 18,000/15,000 engineered to perform, (NG/LP) Included LP conversion kit offering high heat Power of back right 5,500/5,000 burners for optimal burner (NG/ LP) cooking results. Power of front right 12,000/9,100 burner(NG/LP) Powerful 18,000 BTU Watts 360 W center burner speeds Circuit breaker 15 A cooking time. Heavy-duty metal knobs Volts 120 V for a premium look and Frequency 60 Hz feel_ Plug type 3 prong Distinctive red LED light Power cord length 60" indicates burners are on --- Energy source Gas Convertible to LP Yes (kit required) COMVLINrr tnM> r o� For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1-800.944.2904 Mon-Fri Sam to 6pm PST Sat Gam to Spm PST Notes All height,width and depth dimensions are shown in Inches.BSH reserves the absolute and unrestricted right to change product materials and specifications,at anytime.without notice.Consult the product's Installation instructions for final dimensional data and other details prior to making cutout.Applicable product warranty can be found In accompanying product literature or you may contact your account manager for further details. warranties:Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product Is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents.or other damage)to the finish of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to Inherent differences In painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor,-As Is"or"B"stock appliances. For more information on our entire line of products,go to www.bosch-home.com/us or call 1.800-944-2904 0 BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 09/15 36" Gas Cooktop 800 Series - Stainless Steel NGM86550C OSCH Invented for life Installation Details Installation above Wall Ovens 15/16" 30"Built-in oven-under gas cooktop (34) 3'1he r/e' y (97)' (22) 3" skis noies (76) I I 61ha" Goktop� Nl - g/16" (169) min. 30" 1 �(15) (762) (540)�'� 37" gas p;e) 31976„�� (940)�I connection (;3) ( ) ”) 245/a" 261ha" 36" (625) (674) (915) 3" � 03415/16" (76) Built-in Oven (887)-- 191/8 4a/."(121) (486) max. 3" Nates: 13" 13" (76) Dimensions based on standard countertop height(36"with 43/:toe kick (332) (332) 17/8 including base plate). (48) The built-in oven can be installed below the gas cooktop as long as there is Measurement in inches/mm no contact between the bottom of the cooktop and the lop of the oven. Measurements in inches(mm) Side View Gas Cooktop Installation 3/B"NPT 313h6"(97) Rough-in Cooktof BQ'4 p regulator (D33/s"x(86) 1/2"NPT � � power cord 60'(1.524) Arrow on the flexible pressure regulator gas line shows the direction 120 V receptacle of gas flow gas cut-off valve gas supply line - stub-ouf Floor --------------------------- Measurements in inches(mm) For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1-800.944-2904 Mon-Fri Sam to bpm PST Sat 6am to Spm PST Notes.All height,width and depth dimensions are shown in inches.BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. warranties.Bosch warrants that the Product is free from defects in materials and workmanship tot a period of three hundred and sixty-five(365)days from the date of purchase.rhe foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents,or other damage)to the finish of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors Fhis cosmetic warranty specifically excludes any display.floor,"As Is of'D"stock appliances. For more Information on our entire line of products,go to www.bosch-home.com/us or call 1.800.944-2904 0 BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 09/15 24" Bar Handle Dishwasher 800 Series Stainless Sieel SHX68T550C 3 OSCH Invented for life Number of wash cycles 6 Watts (W) 1300 W � •Y Number of options 5 Current (A) 12 Amps dBA 44 Volts(V) 120 V x `" w Third rack Standard Frequency (Hz) 60 Hz Rack ad justability RackMatic® Power cord length 56 5/16" Tub material Stainless steel Minimum water pressure 14 T (Ib/sin) Control type ouch Control Concealed heating Yes Length inlet hose (in) 60" Stainllessess Steel Ceel SHXelement Length outlet hose (in) 79" t Also available in: Leak protection system 24/7 AquaStop© White SHX68T52UC Water softener No Overall appliance 33 7/8"x 23 9/16" Five level wash Yes dimensions (HxWxD) x 23 3/4" Black SHX68T56UC (in) ChildLock No Required cutout size 33 7/8"x 23 5/8" The 3rd rack offers 30% Special features InfoLight®, Eco (HxWxD) (in) x 24" more loading area.Perfect Cycle Adjustable feet Yes for ramekins,cooking MWIEW811i III Elm= Net weight (lbs) 91 lbs utensils and extra-long Water usage per cycle 2.9 , silverware. Energy efficiency class Tier 1 Dishwasher Supply and SGZ1010UC ENERGY STAR®qualified Yes Drainage Hose Extension 11.10141111111. 76 3/4" 44 dBA: Quietest Total annual energy 259 dishwasher brand. consumption (kWh) Dishwasher 3-Prong SMZPCO02UC Power Cord 66 7/8" 3rd rack adds versatilit Total annual water 624 e y consumption (g) Dishwasher Accessory SMZ5000 and offers 30%more Kit loading capacity. -- -- - DoubleFlex Silverware SMZ4000UC �- Touch Control Technology Number of place settings 16 Basket allows for quick cycle - programming. MON v InfoLight®shines on the floor so you know the dishwasher's running. j- i RackMatic®offers 3 height levels,for 9 possible rack positions. 1 ;v ' ''. For help and assistance with Bosch accessories please visit:www.bosch•eshop.com/eshop/bosch/us or call 1-800-944-2904 Mon-Fri Sam to 6pm PST Sat 6am to 3pm PST Notes: All height,width and depth dimensions are shown in inches.BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. Warranties.Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic detects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents,of other damage to the finish)of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors This cosmetic warranty specifically excludes any display,floor,"As Is",or"B"stock appliances For more information on our entire line of products,go to www.bosch-home.com/us or call 1.800.944.2904 0 BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 09115 24" Bar Handle Dishwasher 800 Series - Stainless Steel SlAX68T55UC CO BOSCH Invented for life Installation Details Included: Pre-connected drain hose 235/a"-24[14" Pre-connected (600-616) inlet hose 233/4"+239/is" -NE Toe-kick (602) (598)til 24" (61 0) Power cord with A� (min.860) i 13 ........ junction box 337/8"-35" (860 89 0) 3/8. (770) R 233/16" Front view (589) 31/2"(89) Drain hose: Drain hose: 67"(175 cm) 63"(160 cm) Water inlet hose: Water inlet hose: 53"(135 cm) 391/2"(100 cm) 3112"-43/4" 21/8"(53) Electrical junction box: Electrical junction box: (90-120) 25'/2"(65 cm) 431/2'(1110 cm) -`4 45/8'(117) EWCU.W IraN dam measurements in inches(mm) All connections are at the rear of the appliance. Extension for drain hose available as accessory Power cord for connection to electrical outlet(3-prong plug) available as accessory. 0 21/2" (63.5 mm) 0 21/2" (63.6 mm) 7 7- 7- 7" 8m 8_V < (17 _) �l (178�mm) (178 mm) Or 21/2' (63.5 ITIM) 1/2 2 1/2" 21/2 (41 (63.5 mm) (63.5 m) "rur, ;15 Nota Cutout Nott Cutout Accessory required on left or right required on left or right =4 power cord or cabinet wall,depending on cabinet wall,depending on ((=::::: Power cord _Z receptacle,connection location of water inlet,drain with junction location of water inlet,drain '00, SMZPC002UC and electrical connection box included and electrical connection (not included). Example of Hardwire Installation Example of an Electrical Receptacle Installation For help and assistance with Bosch accessories please visit:ww,w.bosch-eshop.com/eshop/bosch/us or call 1.800-944-2904 Mon-Fri Sam to bpm PST Sat Gam to 3pm PST Notes. All height,width and depth dimensions are shown in inches BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. Warranties Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents,or other damage to the hnish)of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor."As Is",or"B"stock appliances. For more information on our entire line of products,go to www.bosch-home.com/us or call 1.800-944-2904 0 BSH Home Appliances Corporation.All rights reserved.Bosch is a registered tradernark of Robert Bosch GmbH. 09/15 i 24„ 1 Bar Handle Dishwasher 800 Series -Stainless Steel SHXGST55UC BOSCH Invented for life Installation Details Non-metallic tie Non-metallic tie 1 1 Note:Plumbing installations will vary-refer to local codes. IT IT Drain hose included is 79(201 cm)and can be extended L. to a maximum of 155 3/4”(396 cm). EE I I Always use the approved drain hose extension kit E E E E (SGZ1010UC). C o o= Ensure a portion of the drain hose is raised between min. ;jRemova ='a 20"(50 cm)and max.43"(110 cm)above the cabinet floor. N V N 'E E E E For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1-800.944.2904 Mon-Fri Sam to 6pm PST Sat 6am to 3pm PST Notes: All height,width and depth dimensions are shown in inches.BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. l Warranties.Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents.or other damage to the finish)of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor,"As Is",or"B"stock appliances. For more information on our entire line of products,go to www.bosch-home.com/us or call 1.800-944.2904 ®BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch Gmbl1, 09115 36" Downdraft Downdraft Ventilation - Stainless Steel DFID3014UC CSV BOSCH Invented for life Ple N. Operating mode Convertible: Overall appliance 215/8"x 37"x ri.7wj ducted/ dimensions (width 3 3/4" m ~'�`t' — recirculating of canopy included) DHD3614UC (HxWxD) (in.) Stainless Steel Maximum CFM Blower Sold Separately Height of the rise (in ) 13" Number of speed 3-stage Diameter of air duct (in.) 10" The perfect solution for settings top high ceilings,islands, Motor location External Net weight (Ibs) 47 lbs or simply for space Damper included Yes • considerations,our downdraft rises from Grease filter material Washable stainless steel ' behind your cooktop. �" '•�x ='j' `-? Grease filter type Multilayer cassette _ _ • ill VAir Allows you to adjust the Volts (V) 120 V DHZDHR6 DHDRM36UC performance of your 6"duct transition Recirculation kit hood to match the type of Frequency (Hz) 60 Hz NOTE:Required with Cooking. Plug type 120V-3 prong the installation of inline — -- -- and remote blowers for The filter is concealed Power cord length (in.) 30" downdraft applications i behind a stylish stainless — only. DHZDHR6 is for 600 IWL steel cover to hide grease CFM which will improve build U overall performance. _ P• DHG601DUC �� Flexible design gives the m 600 CFM Internal ability to recirculate the air Blower back into the kitchen. With the touch of the controls, chimney will automatically rise to over I �,y'wi+ y y•.'�ki � aT. 3 13",and after use chimney lowers flush with the DHG6105NUC cooking surface. ? 1�»5' a� �X� _ ; n' 600 CFM Inline , ,":, g-'e." Blower 600 CFM blowers available for remote, inline,and internal applications. __ qqts r '.( s ; DHG6023RUC 600 CFM Remote Blower For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1.800.944-2904 Mon-Fri Sam to 6pm PST Sat 6am to Spm PST Notes-All height,width and depth dimensions are shown in inches.BSH reserves the absolute and unrestricted right to change product materials and specifications.at any time,without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details Warranties:Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the elate of purchase.rhe foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product Is also warranted to be tree from cosmetic defects in material and workmanship(such as scratches of stainless steel,pamt/porcelain blemishes,chip,dents,or other damage)to the finish of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor,"As Is" or"B"stock appliances. For more information on our entire line of products,go to www.bosch•home.com/us or call 1-800944.2904 0 8SH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 09/15 36" Downdraft Downdraft.Ventilation -Stainless Steel DI-ID3614UC BOSCH Invented for life Installation Details \2" 37 1112" 341/2' \ 211/2" " 9. i o i• 361/2" 3314" 0101/2" Measurements in inches Cutout and Overall 1/2" Dimensions wide 37"'343/8" 21/4" BT \� Cutout and min. Overall Center Line(CLY 1/4" Dimensions Plumbline 93/q" SB min.1/4" 21/4" Dimension 1 depends Point"P" v /4" 51/16" ]on Countertop 21 7 measurements in inches 91/e" /4' 6" dependsiion fC on Cabinet 151/2" I 63/8" A CL 215/8' 143/4" B 1 CL '- Blower/Duct I<� 1T/8" Transition Box CL- 06" Vent I 31/4" 65/16' measurements in inches 10" measurements in inches For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1-800-944-2904 Mon-Fri Sam to 6pm PST Sat Gam to 3pm PST Notes.All height,width and depth dimensions are shown in inches.BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. Warranties.Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents,or other damage)to the finish of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor"As Is",or"B"stock appliances. For more Information on our entire line of products,go to www.bosch-home.com/us or call 1-800-944.2904 0 BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 09/15 Drawer Microwave 800 Series Stainless Steel I-IMD8451UC cy BOSdCH Invented for life Is ZITO;: it 111 x:. Cavity material White ;• � �y Max. microwave power 950 W W) --------------- F2�— - --=- Cavity capacity(cu. ft.) 1.2 cu.ft. HMD8451UC Stainless Steel Watts(W) 1,500 W Circuit breaker(A) 15 A Drawer microwave opens Volts (V) 120 V and closes automatically Frequency (Hz) 60 Hz with the push of a button, and can be installed flush Power cord length (in) 48" to cabinet. Plug type 120V-3 prong Overall appliance 16 5/16"X 23 7/8- Convenient automatic dimensions (HxWxD) / / sensor programs simplify (in) X 23 3/8" cooking for great results every time. Required cutout size 14 13/16"x (HxWxD) (in) 22 1/8"x 23 1/2" White touch control LCD matches Bosch wall ovens. Net weight(lbs) 81 lbs Able to fit a 20 oz.cup or a 13"x 9" baking oven pan. U0 L Low profile design with touch"open"and "close" For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1.800.944.2904 Mon-Fri Sam to 6pm PST Sat 6am to 3pm PST Notes:All height,width and depth dimensions are shown in Inches.Please refer to installation instructions prior to making cutout.BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. Warranties.Bosch warrants that the Product is free from defects in materials and workmanship lot a period of three hundred and sixty-five(3651 days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents,or other damage to the finish of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor,"As Is",or"B"stock appliances. For more information on our entire line of products,go to www.bosch-home.com/us or call 1.800-944-2904 Q BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark or Robert Bosch GmbH Drawer Microwave 800 Series–Stainless Steel HMD8451UC BOSCH Invented for life Installation Details 215/e"�I 111/16" 48" (549 mm (1220 mm) / ) (39 mm) (414 Irm) .{'• r:°� 165/te r?`fir. (371 mm) .a 1 23r/e' I t 217/8" (606 mm) // I I (556 mm) l�l e j 233/8' 38a/e° II' `!�' FLUSH INSTALLATION DIMENSIONS&CLEARANCES (594 mm) (9 74 mm) y�. 6'(152 mm) 21/4° 57 mm 4"(102 mm) 145/s" 371 mm) STANDARD INSTALLATION DIMENSIONS&CLEARANCES 5' 127 mm ' 6"(152 mm)✓ 3Vi 89 mm) 3 21-1/a' X11/2"(38 mm) ,, '' (555 mm) "( ) - Base min. sem,: i 4 102 mm 36" i;,r� ; �;���' depth 5" 127mm (914 mm) � 23'/2" (597 mm) (4 mm) 145/6" (372 mm) / 27" 23YM2IT, "�' (686 mm) 36" (597 (914 mm) oo\\ 24 (610 mm) FRONTVIEW CUT OUT (25 m_) Cleat••~ (25 mm) 7/8" 7/e" (562'mm) i (13.mm) FRONTVIEW CUT OUT (22 mm) (22 mm) visible overlap overlap 243/,a' area (614 mm) 165/e" /x" /'° (422 mm). (36 mm) i (13 mm) (b Se) cutout 40 1 overlap 1 visible thickness 22 ye" area (562 m1 1413/te" 1/16" (376 mm) Suggested location of electrical outlet (2 mm)11 1 Anti-Tip Block overlap t I Base should support up to 100 lbs Sides should be finished and extend back to cleat. Suggested location of electrical outlet Cleats should also be finished,as they may be Anti-Tip Block visible after installation. —Base should support up to 100 lbs (Cleats are not included with unit.) For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1-800-944.2904 Mon-Fri Sam to 6pm PST Sat 6arn to 3pm PST Notes. All height,width and depth dimensions are shown in inches.Please refer to installation Instructions prior to making cutout.BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. l Warranties.Bosch warrants that the Product is free from delecls in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,painVporcelain blemishes,chip,dents,or other damage to the finish of the Product.for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor,"As Is",or"B"stock appliances. For more information on our entire line of products,go to www.bosch-home.com/us or call 1-800-944-2904 0 BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 30" Single Wall Oven 800 Series Stainless Steel HBL845JUC ( BOSCH Invented for life a ;,. ; -' - _ Cooking modes Bake,Variable Broil Overall appliance 29"x 29 3/4"x (hi&low), Roast, dimensions (HxWxD)(in) 24 1/2" Warm, Sabbath, Proof Dough, Required cutout size 27"—28 5/8"x Convection Bake, (HxWxD) (in) 28 1/2"x 23 1/2" Convection Broil, Oven cavity size (cu. ft.) 4.6 �'T I 1l Convection Roast, HBL8451UC Pizza, Multi Rack Overall oven interior 17 13/16"x Stainless Steel Genuine European dimensions (HxWxD) 24 1/8"x 18" Convection, (in) Convection Usable oven interior 12 5 16"x 23 1 4" Also available in:. •• / / Conversion, dimensions (HxWxD) x 15 1/4" Black HBL8461UC Temperature (in) Probe, Fast Preheat Net weight (Ibs) 149 lbs The Bosch wall oven Cleaning type Self Clean EWE!! IMEMBEEM installs flush and features Telescopic rack 1 Included 1 Telescopic a QuietClose—door. and 2 Standard Illumination type Incandescent Oven Racks, Interior lights 2 Temperature Probe Dampened hinges softly ERROR • and quietly guide the QuietClose'"door shut. Bake/ broil element 2,400/3,800 W ,; wattagesHEZTR301 A full-extension telescopic ' �!,�r/%7,fJ 30"Telescopic Rack rack offers safe access to Convection element 2,000 W wattages the oven cavity. a Touch control with SteelTouch'"buttons Watts (W) 6,325 W makes operating the oven Circuit breaker(A) 30 A easier. _ — _ The wall oven is designed Volts (V) 240/208 V Fall to be installed flush with Frequency(Hz) 60 Hz cabinetry. K- _ Power cord length (in) 50" Bosch wall ovens are Plug type Fixed Connection, compatible with most competitors'cutouts. No Plug Energy source Electric , Genuine European - --- i" Convection for even baking results on multiple racks. coninuwr �l.�-� "r n For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1.800.944.2904 Mon-Fri Sam to 6pm PST Sat 62m to Spm PST Notes:All height,width and depth dimensions are shown in inches BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time.without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. Warranties.Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents,or other damage)to the finish of the Product,for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations clue to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors This cosmetic warranty specifically excludes any display,floor,"As Is",or"B•'stock appliances. For more information on our entire line of products,go to www.bosch-home.com/us or call 1-800-944.2904 0 8SH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH 09/15 30" Single Wall Oven 800 Series - Stainless Steel HBt_8451UC ►_� BOSCH Invented for life Installation Details 50" (1270) 283/8" *81/2" (720) 755) y29" 26/16"(737) 5 (674) 38" Includes3/4"(19)base plate 26/e"(676) (915) For single ovens installed under a countertop, the junction box may be located to the 231/ —1 left or right of the unit within reach of the 13/4„ power conduit. (597) (6 2 (12 1) 223/8/ (622) 281/2" (7?4) 27-281/8" 231/2" (686 727) (597 min.43 max.38" (121-964) 'For single ovens installed into a wall cabinet, the junction box may be located above or beneath the unit within reach of the power conduit. measurements in inches(mm) Flush Install Top View Side View 89/t6" 1" (218) (25) I+ Example Flush Install -------------------1 (622) reveal cleats (740) ;3/4"(19) 3/4"(1 9y flush inset 245/8„ flush reveal reveal ; depth (625) cutout E leafs cleats ' height (25) ------------------ r v 1�28'/2"(724) ►I 241/2 i I —.30-(762)—+I (622) Measurements in inches(mm) For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1.800.9444904 Mon-Fri Sam to bpm PST Sat Gam to Spm PST Notes.All height,width and depth dimensions are shown in inches BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time.wdhout notice.Consult the product's installation instructions foi final dimensional data and other details prior to making cutout.Applicable product warranty can he found in accompanying product literature or you may contact your account manager for further details. Warranties:Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the dale of purchase The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents,or other damage)to the finish of the Product,for a period of thirty(30)days from the date of purchase or closing rlate for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors This cosmetic warranty specifically excludes any display,floor,"As Is",or"B"stock appliances. For more Information on our entire line of products,go to www.bosch-home.corn/us or call 1.800-944-2904 O BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 09/15 1 r 30" Single Wall Oven £300 Series -Stainless Steel HBt.£3451UC �� BOSCH Invented for life Installation Details Standard Side-by-Side Installation Flush Cleoid 1 Culoul 2 Cutout 1 Cutout 2 The ovens will overlap the cutout resulting In a'k'(13mm)spacing between the products 'f IMPORTANT The spacing between cutouts applies when installing any Bosch 30'or 27'single,double,combination and 27730'compact oven in a side-by-side installation. /2'(13mm) Standard Installation Flush Installation 30'Single Oven over Storage or Warming Drawer Single Oven over Storage or Warning Drawer Side View 1" 28'12" (25) (724) ._- cleats Wall oven junction box may be located above ___________ Single Wag Oven 1 -7 or right or left of the unit within reach of the ----'- power conduit. 29'/d' 27-28518- (686-727) 23'/2" "Electrical hook up may be located below }lush) IMPORTANT.base has to be able to support(597) (depending on space)or next to the drawer oven weight.Please check oven manual for within the reach of the power cord. cutheight minimum weight requirements. 04"(235) minimum ab'(18mm) �minimum ill"(13)required required between 9x/16• } between cutouts' cutouts ;--------------- Steals min.4314"- ;;3�; (243) max.18" flush Warming Drawer (121.456) cutout height measurements in inches(mm) �—(641/ —�I measurements in inches(mm) Standard Installation Flush Installation 30"Speed Oven over Single Oven— Speed Oven over 30'Single Oven** Side View 1" 28'/2" 'Junction box may be located above or next (25) (72d t: to the unit within the reach of the power cord. cleats "Junction box may be located below -___ Speed Oven 19'14" (depending on space)or next to the (488) unit within the reach of the power cord. 201 1e "•Most combinations ava0able as combo oven (511) "'Flush installation requires a base plate (one cut out,one electrical hook up). flush underneath the body,30"Products-Dimensions: cut out H 5/16"(8)x W 2811/2"(724)x D 221/2"(571) 27-285/x" 23/2" height (686-727) (597 Minimum dimension between cut outs: minimum 1/2*(13)required •1"(25mm)for wall oven "• between cutouts' min.43/4'- •;c;i> cut out height 01285/x' ) ---------- cleat max.18" !t' 25/8"(67mm)for wall oven (121-456) cut out height of 2T 291/a" Wall Oven (740) flush 'IMPORTANT.base has to be able to support measurements in inches(mm) cut out oven weight.Please check oven manual for height minimum weight requirements. —I ..Most combinations available as combo oven L (one cutout,one electrical hookup). 2411x" (622) measurements in inches(mm) For help and assistance with Bosch accessories please visit:www.bosch-eshop.com/eshop/bosch/us or call 1.800.944.2904 Mon-Fri Sam to 6pm PST Sat Sam to 3pm PST Notes.All height,width and depth dimensions are shown in inches.BSH reserves the absolute and unrestricted right to change product materials and specifications,at any time,without notice.Consult the product's installation instructions for final dimensional data and other details prior to making cutout.Applicable product warranty can be found in accompanying product literature or you may contact your account manager for further details. Warranties.Bosch warrants that the Product is free from defects in materials and workmanship for a period of three hundred and sixty-five(365)days from the date of purchase.The foregoing timeline begins to run upon the date of purchase,and shall not be stalled,tolled,extended,or suspended,for any reason whatsoever.This Product is also warranted to be free from cosmetic defects in material and workmanship(such as scratches of stainless steel,paint/porcelain blemishes,chip,dents.or other damage)to the finish of the Product.for a period of thirty(30)days from the date of purchase or closing date for new construction.This cosmetic warranty excludes slight color variations due to inherent differences in painted and porcelain parts,as well as differences caused by kitchen lighting,product location,or other similar factors.This cosmetic warranty specifically excludes any display,floor 'As Is",or"B"stock appliances. For more information on our entire line of products,go to www.bosch-home.com/us or call 1.800-944.2904 0 BSH Home Appliances Corporation.All rights reserved.Bosch is a registered trademark of Robert Bosch GmbH. 09/15 Food Waste Disposers in erator Evolution Excel'Evolution For those who enjoy the very Lyf ies best kitchen appliances. Specifications Ser I Type of Feed rContinuous On/Off Control Switch Grind More. Hear Less.0 Wall Motor Single Phase 1.0 Submittal Sheet Volts 120 KYR Reversing Auto-Reverse Grind The ultimate in disposer performance. System'feature Nothing grinds more with less noise. RPM 1725 SoundSeal6 technology delivers ultra-quiet performance.Hold a Time Rating Intermittent conversation with normal voices Lubrication Permanently in the same room. I Lubricated Upper Lower Bearings MultiGrindO technology delivers Shipping 3 stages of grind vs.I stage J Weight(Approx.) 25.5 lbs. 1 Unit Finish Stainless Steel in standard disposer. Light Gray Features exclusive Jam-SensorO Overall Height 13-1/2" Soundseal Plus Anti-Vibration Mount* Ij,. Circuit that increases motor torque Technology I Ant!-Vibration 500%to automatically break through Tailpipe Mount" the toughest jams. I Quiet Collarf Sink Baffle Multi-Layer SoundLimiter'"Insulation Includes Quiet CollarO sound MultlGrind Plus i GrindShear Ring- Dimensions reducing sink baffle. Technology Tri-Action Lug-System N feature IN Undercutter Disk' Jam-Sensor'Circuit Sample Specification �GrindChamber ............ Capacity 40o2. Food Waste Disposer(s)shall be I—M—oto.—r _Manua-_1­_Rese-t_7 InSinkErator Model Evolution Excel® Protection Overload with MultiGrindO and SoundSeal" Average Approx.I Gallon Per technologies,1.0 HP motor,Auto-Reverse Water Usage Person Per Day Grind SystemO,Stainless Steel Grind Average Chamber and components. Electrical Usage 3-4 KWh Per Year Drain 1-1/2"Anti-Vibration Warranty: Connection I(Hose Clamp) 7-Year parts and in-home service. D washer g- o.nC Yes 'r' a Drain Connection The compete InSmkErator warranty m mckWed in the Care S Use Booklet packed oath each unit. .4 44 1 Food waste disposers can provide an environmentally responsible alternative to a4*%k transporting food waste to landfills.And they can help reduce greenhouse gas Add 112"whoi Stainless steel sinks are used. emissions. renewable capable wastewater treatment plants,food waste can be recycled . uc 1� prod energy.Additionally,capable wastewater treatment plants can process food fertilizer.(Ch ck the plant in your area.) Job Specifications .............!.............................. www.insinkerator.com/green cru;)us LI SA \ZZ/ USIED FSC EMERSON,. Commercial&Residential Solutions TneEand se, rnerwriloW.-Vad. ­markd Emerson Electric Co.The—tingco9ar configuration it A uach,mark.1 Emuson El.cinic Co. 1-800-558-5700 insmkEratm ma/make improvements and/ot Ehangn inthe S www.insinkerator.com Inthp"oti, ."Q.11- W hmher right to change or dicconlinue modes H768-138-64-10 Printed in U S.A. Z 2013 tnSinkE,.t­ln5,nkWto,G.,a tenseness aril of E.111.E1.11nc Co.At Right,R.1111J Mega Capacity TurboWashTM Washer . RINK, LG 01- Life's Good IT DOESN 'T GET ANY BIGGER! Imagine being able to wash a king size comforter and ,. { %.yY'•'"`rs'.7j, 'i;�ti. .ilYa:? Ei,- a full set of bedding in a single load And just think R fh a � �t• :''S�i Lr,-'s`+:1'�fiL'•:Tt.Nipif,��'.. �..�. how much more amazing this would be if you could tackle a regular load of laundry 20 minutes faster! Stop imagining and go for it! LG takes the industry's , largest capacity washer and powers it to the max ,,�:'r �. ' �A": with time-saving TurboWashT" technology and a steam cleaning feature that virtually eliminates dirt, wrinkles y and odors. Think big. Think LIS ' SPECIFICATIONS INNOVATIONS r 5.2 cu.ft.Mega Capacity with ENERGY STAR Qualified NeveRust-Stainless Steel Drum CEE Tier 2 r r Yom. Direct Drive Motor with TurboWash"'Technology F- i 10-Year Limited Warranty •Steam Technology 1,300 RPM AAFA Certified Allergiene"Cycle 14 Washing Programs NSF Certified Sanitary Cycle 5 Temperature Settings ColdWash"Option (All Cold Rinses) •6Motion'"Technology SmartDiagnosis'" STYLISH DESIGN TrueBalance"Anti-Vibration System Upfront Electronic Control Panel with Magnet Ventilation Dual LED Display and Dial-A-Cycler' LoDecibel"'Quiet Operation !3 'L •> .,, 4 ' with touch buttons -' Large Chrome Square Rimmed Glass g q •Delay Wash(Up to 19 Hours) °�=�'r� . R_ '"' • a"' Door with Dark Blue Tinted Cover 10•TilTub" Extra Wide Door Opening Stackable with Matching Dryer 1 (Stacking Kit Sold Separately) oo rno4ort Optional Matching Drawer Pedestal dctNOfs 3, n n'fi .� C _ s, Inverter `f9Tlf`F,i v"; pirectprive CowDO� jj�q�It�1 Lir7m ��TrueBalanceTM Turb0lNaShM SMART �MOTION .:.. C ?�J{i'WAOF] ANTI-YIRRATION SYSTEM DIAGNOSIS"" TurboWash"Technology Mega Capacity Steam Technology Tired of spending hours on end finishing When it comes to laundry capacity,big is There's no clean like a steam clean your family's laundry?Now,those days good,bigger is better,but biggest is best. Our Steam Technology gently but are gone. LG's revolutionary TurboWash" With the largest capacity washer available, powerfully penetrates fabrics to eliminate Technology allows you to save 20 minutes now you can wash a king size comforter and dirt,odors and wrinkles. on larger loads',with outstanding cleaning full set of bedding in a single load! At 5.2 performance! It's like pressing the fast cu ft of mega capacity,you'll definitely have forward button on your laundry. more room to clean. Based on ARAM-HLW-1-2010 rest poweoi Co;ion/Normae o:comparable cyae al delaub sernngs.a-Ib loads,IroN batl washers onN Lwiodes Omer LG man1c:C .n protl"cis E,Wtles q" wash o,comparable cycles manded Ip sma0,Iphlly coded loads oNY Rased on ENERGY STAR cp�a6Led resitleihal washers,as oublrthed by me D.O.f-4113/1? Mega Capacity TurboWashr' Washer :' UG" Life's Good CAPACITY MOTOR AND AGITATOR Capacity 5.2 cu.ft. Malor Type Direct Drive Motor Motor Speed Variable APPEARANCE Max RPM 1,300 Design Look Front Control Axis Horizontal Intelligent Electronic Controls with Dual LED Display Touch Buttons MATERIALS AND FINISHES Dial-A-Cycler" NeveRuslr"Stainless Steel Orum Cabinet PCM ENERGY Control Panel Plastic ENERGY STAR OualifiedTop Painted CEE Tier 2 TransparPlateent Glass Door Door Rim Large Square Chrome Rimmed Glass Door with Dark Blue Tinted Cover WASH PROGRAMS Available Colors White(WI.Graphite Steel IVI No.of Programs 14 ACCESSORIES Wash Programs Cotton/Normal,Bulky/Large,Perm.Press,Delicates, Hose inicuded Hand Wash/Wool,Speed Wash,Sanitary,Heavy Duty,BrightWhitesr" Towels,Atlerglene'",Tub Clean,Small Load,Jumbo Wash POWER SOURCE No,of Options 12 Ratings UL Listed Options Prewash,Rinse+Spm,Delay Wash,Custom Program,Extra Rinse,Child Lock, Electrical Requirements 12OV,10 Amps Co(dWash'",Signal On/Off,Steam,FreshCare'".TurboWashn',Drum Light Type Electric No.of Wash/Rinse Temps Extra Hot,Hot,Warm,Cold,Tap Cold(All Cold Rinses) Spin Speeds Extra High 11,300 max.).High,Medium,Low,No Spin OPTIONS No.of Water Levels Automatically adjusts to the size of load Pedestal WDPSW,WDPSV No.of Soil Levels 5 Pedestal IWxHx DI 29"x 13 9/10"x 29 2/5- FABRIC CARE FEATURES Slacking Kit KSTK2 TurboWashr" DIMENSIONS _ Steam Product I WxHXDI 29•x 40 4/5"x 32 3/10' ColdWashr"Option 157"D with door open] AltergierI Cycle Carlon IW:HxDI 313/10"x 44 2/3"x 33 3/4' SenseCleann'System Weight lProduct/Carlon) 227.11bs if 233.7 lbs CONVENIENCE FEATURES LIMITED WARRANTY 4 Tray Dispenser Prewash,Main Wash[with liquid detergent cup). 1 Year Parts and Labor, Bleach,Fabric Softener 10 Years Motor TrueBalancer"Anti-Vibration System Lifetime on Drum SmarlDiagnosis'" LoadSense UPC CODES Status Indicator(,) WM8000HVA Washer(Graphite Steell 048231012492 End of Cycle Signal WM8000HWA Washer(White) 048231012454 Child Lock OLEX8000V Electric Dryer(Graphite Steell 048231 012508 Auto Suds Removal DLGX8001V Das Dryer lGraphite Steell 048231012515 Forced Drain System DLEX8000W Electric Dryer(White] 04 8231 0124 61 Internal Water Healer DLGX8001W Gas Dryer(White) 048231012478 LoDecibelr"Ouiet Operation WOP5V Pedestal lGraphite Steell 048231012904 Leveling Legs 4 Adjustable Legs WOP5W Pedestal(White) 048231012898 Easy LoadingTitTub'" KSTK2 Stacking Kit lChromel 048231013017 Optional • ,+.; '> .41, r c•""ei4 1 dryer S pedestals r' 3fS '+-•. ,.r_ ';' _ j sold separately. .1 __.,r��"�'•�n.^�'#SJ„£i I "`. _ 'r .�.iSr l �;sti__,�i-t'�-'• •'Y. /s������;�r;Y•u µ)f •TS•��q ' 7r`ie`y��jl�E`-'^��Y7M` f• l:SrT��`r �t ��,':> at "• �P �`' - -•' _ �iz;l�'^ ,.:i a. 3, t g.. t :3'<.:k�'`.'''y,.� � `� �� � ('�.',+.:`:Y?.'•y"'Y"`.._ee'!r-:e i t' _ :r-..�.. f.,. i,-1^.':�'r^?`�"'•z'!' .i. ;�:,"wird, , .11�L c�. „L.°,'',.;" s=.i'r;.a.r,>•-.k�w. r: .fiY.:»p.3ar<IM:ite=Y}lie'/'yam_•r!F`• .:'�'^. LG Electronics U.S.A., Inc. Design,features and specifications are subject to change without notice. Non-metric weights and measurements are approximate. 1000 Sylvan Avenue Englewood Cliffs,NJ 07632 Customer Service and Technical Support'(800)243-0000 O 2016 LG Electronics USA,Inc.All rights reserved."LG Life's Good"is a registered trademark of LG Corp.All other product and brand names are LG.eorn trademarks or registered trademarks of their respective companies 1/4/16 IN BI-48SID/S 9C isme«- ,. r• r, FEATURES I v tet' x . I. 81 Newl LED Ligr,Gny for brighter m-2nor 0 Ice and chilled water dispenser inside the refrigerator marries i ba' convenience and aesthetics Dual refrigeration keeps food frestlei longer Air punficaGon system fights spoilage,odors y Crispers and deli drawer in low-temp high-humidity zones for optimum ? ; .M freshness Microprocessor control assures peak performance "Q F•.:`x ` ' : ; ` 't' ?" Water-filtration system reduces contaminants,chlorine taste and.odor - � ' f' 6P I Freshness cards for maximum food preservation nK Rigorously tested in our U.S.manufacturing facilities to ensure at least :,as",r��`� � r�,� ,, ,� m -�- �. j r,:• d 20 years of heavy use psi Exceptional 2417 support from our Customer Care team based in Madison,Wisconsin and just footsteps from our factory gat ' rw rt` Magnetic door seal system locks in cold air "••'�,r�. - r, Automatic Ice maker with"max ice"feature `�''• e o - e ..fi-„�., � �` •�,� �-"�!�•�•��d'r f'� Adjustable shelves for maximum convenience P R O ACCESSORIES TUBULAR Stainless steel kickplate _�, -.,-_,• Gnlles for 83"or 88"finished height(84"Is standard) — - -- Side panel mounting kit PRODUCT DETAILS Accessones are available through an authorized Sub-Zero dealer For local dealer udonnellon,visit subzero-woll.comAocator. REFRIGERATOR Internal ice and water dispenser 4 Adjustable glass shelves 1 Stationary glass shelf 1 High-humidity drawer with divider 2 Storage drawers with divider 3 Adjustable door shelves 2 Stationary door shelves Adjustable dairy coinpartment FREEZER 3 Adjustable wire shelves 1 Stationary solid shelf 3 Storage drawers 5 Adjustable door shelves Automatic ice in ake, G:;x 5: 4'i4Y�t§4F'.' - 't: r <�. :'•:21+� ��}:'',,F. "K�r ,.1., PRODUCT SPECIFICATIONS DIMENSIONS Model BI-48SID/S I-- �e wily I –za�ne teest—I Dimensions 48"W x 84"H x 24"D Door Clearance 30" I o Weight 656 Ib I e4. tzl�) Refrigerator Capacity 18.6 cu ft Freezer Capacity 9.6 cu R 733/i lie»r i Electrical Supply 115 VAC,60 Flz I Electrical Service 15 amp dedicated circuit Plumbing Supply 114"OD copper,braided stainless steel or I PEX tubing HEIGHT OMENsrONe.1/2'113) 4, i--237/s'(em--I Plumbing Pressure 35-120 psi 1 ELECTRICAL PLUMBING 23% s3ro•I nsre•--` Izu) Rust _ RIGHT SIDE '' OF OPENING i (l7e)( a O7e71 i i uszV ISI 6• 751/Y(iate) I. i —.i I--23ro'teol FROM FLOOR '3•(76) I 1 t RIGH SIDE- AREA ExTENDS Ih'(l3) OF OPENING FORWARD ON FLOOR - : I i STANDARD INSTALLATION INTERIOR VIEW (- I _ ----- -- — zrruar oErtH T-WW i I 1_l .7'h Ono i i I i This ilhlstrasvn is Intended for interior reference only and may not represent the exterior of the model being spe Afied. I i i Sufi View FA TVIEW NGTf 5'N,bOYr.xpeavvyra:4 a ur. r S• ?i ;,3' Yar.r:' �.�'a,::;�'��., •,.�, r.,y..,Y`::7;... 't v a�3?- �',��,�,,�, �;���?�; f ,n,,Y` N_ .ta.,,;: 424G/S FEATURES �: r G ?• ;it. � r ` Two independent temperature zones hold reds and whites at proper serving temperature t UV-resistant glass door protects against premature wine aging t; Shelves store 750 ml bottles half bottles and magnums s{ Discreet intenor lighting r;} Smooth roller-gliae shelves for access without agitating:vine •:, t: F Rigorously tested in out U S manufactunng facilities to ensure at least 20 years of heavy use �'"""�-•�:� . ,*s �7 � �t Ercephonal 2a1%support from out Customer Care team based to At Madison.Wisconsin and lust footsteps from Our factory {.:.`r•.2 . ' Illuminated touch control panel yf �r •�.,,_ Star-K compliant- ACCESSORIES ompliantACCESSORIES Door loch kit -v `�•NXIM. Solid overlay door tsr �F,•, .„ i Stainless steel pro handles P R O Accessories are available through an authorized Sub-Zero dealer For Neal dealer intonnatton,visit subzero-wolf.corrvlocator TUBULAR t I u.l. PRODUCT SPECIFICATIONS DIMENSIONS Model 424G/S 237/8"(606) 24"(610) Dimensions 23 7/8"W x 34"H x 24"D Imo— —�I I� —� Door Clearance 25 3/8" I Weight 195 11) o 34" Electrical Supply 115 VAC,60 Hz ! (864) Electrical Service 15 amp dedicated circuit I t Wine Storage Capacity 46 bottles =—— FRO ——— ELECTRICAL LEFT SIDE OF OPEMNG I I I ! -+ 2-1-151/,2'— ! O1) (s ) ! ( t pp 3'(76) 1 FLOOR f (645) I INTERIOR VIEW it 13/4"(44) STANDARD INSTALLATION i // 24•MIM o[wrro o[Irnl Tp.NEw This illustration is intended for interior reference only and may not represent Tile e,Aerior of the model being specified. ( - 1 I h' .—24-M10 OI`ElmA wgnl oe�wa IlElmrt I I $ElE NF.YI Ff lNEW I Optifire Specifications WiTM FIRE BY DESIGN Anthracite finished frame on top and 2 sides (1 """' wide) Window area- 2413/16!! wide x 18 3/16" high Power: up to 50,000 BTU's max Fan: 260 cfm Weight: 307 lbs (3 18 lbs with fan) Air vents: 5" diameter (see A below) 303W) 7 ,q 0 8)1 A 'u.l u..1 •w kst- TI 5' { Earl34i 'x• a. 4 ELECTRICAL INSPECTION REQUIRED AP RO ED AS NOTED ZZ DATE: 6.P.# 7� PLUMBER CERTIFIG; FEE: ���BY: ON LEAD CONTENT NOTIFY BUILDING DEPARTWT AT CERTIFICATEOF:OCc", 765-1802 8 AM TO 4 PM FOR THE SOLDER USE&--lN t' FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SUPPLYSYSTtmCl FOR POURED CONCRETE 'E'XCEED2/10OFe)% LL., ,. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL.- CONSTRUCTION MUST -- _ BE COMPLETE FOR C.O. 1PLUMBING ALL CONSTRUCTION SHALL MEET THE " ALL PLUMBING WASTE REQUIREMENTS OF THE CODES OF NEW !l ',:-'&WATFR LlKjFc, ;���cD YORK STATE. NOT RESPONSIBLE FOR TESTING`acr�;Rt CGS:EKING DESIGN OR CONSTRUCTION ERRORS. :w.. COMPLY WITH ALL CODES OF TRUSS PLACARDINQ REOUMM NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF crn Rur�n muni ZaA S60et!)TM PbkNNING BOARD— DO NOT PROCEED WITH: SOUTHOLD TOWN TRUSTEES G,,,-FRAMING UNTIL SURVEY .; N.Y.S.DEC. i' F,FOUNDATION LOCATION,3 .HAS BEEN APPROVED:. .,; t--....—.Js.ewe.aw,..rw.lm...,tk•.wt4.43w4a,v. J5, t �-� OCCUPANCY OR ITHMME LATELY" USE IS UNLAWFUL _ Er'uPoN COMPLVION `WITHOUT CERTIFICATE I BEFORE"waER" OF OCCUPANCY DRAINAGE INSPECTIONS ARF REQUIRED Contact TOS Engineering at 788.1560 before Backfill, OR Pm- villa Enginssr's Certification that the drainage hag besn,installw to Code. POOL AND PitWOM TO dTM TO N.Y- STATE RESIDLNTLAL SEMON.G106 ENTRAPMENT PRO'I'DCTION REI?JLURED - OCOE APPENDIX G ' 20�(0� EDITION • Tp ANSI/ POOL TO O KSPI STANDARDS AG103-1 SECTION 6107 POOL ALARM REQUIRED SU E (FT) C 0 E F O Al%", CAP z $.. [' ,�.I�• � �ft,�zl� �M ORAtN Vlt�ll N f GIa.�ELTpSt, 3' 1 MAIN DRAINS Pool P Lht4 ' SGT a_ WnP L TH�'OCIICN t1 1ASCO ON A ORA#MACE 30#1 WtTH<301%SALL_._ �' _'_� \ G#j� C typC tL AkSGq& C407NO WATER 1#4 ALL #IM IC NOT CXLIT WfTITHE LPWfTS OTItC 0 s , EXCAVATION-V V%OL0WATER EXISTS WiT"w •-O-nCt,6r :'`-, S - { Q t•►#L---- GRAZE SrcCl(AL-0l jWATEmwc rAc1UTICS WILL sc ac"RLO. � � -' � 4r4v$11 tfutTCJL013fPOS�AL S LN+fT[D TO Ow"r-Al rAOrmTY- }}ntr ! 2 Z NO >IAAL.LOwiO WVMk{-t)Of ZMAL OW ENO - •. -c AND lid Of OCCP END- > 1 VALVE. ^-t, 1. TK 1\4AAAM AL-•LT APfUlC0 OOMCRCTE(CVMrt[1 ViALL g —*—LCcrdgL 'f�E AC A 6,4 MX r'ITU A WAXI&4uU OF 3�-CALLO 0 OF WATER MR ZACX OF CC-CHT. I mss' �*tl h Gr{E r1,{T�G r'(,U(�pING �iFVINGt�t�t�Nt S- RUNro^C7N4; sTCCL :MALL OE INTEAMEMATC CIAO( --' - • LCT zTEE.L KITH A HINV IYY LAr Or 3O.*AR. f.� vim• LL OIAHETCRS. Rs+ t9� Ilr •"Vst!ht0 3_ MOL VAT CIt yVrnY er OwMCR 3 CAROCM ►AOS[. T>r �rr}r+a - � � �iL6l, o P��OF N�� root To oc m4rT FULL_ OVAING VACCL#MC WCATHEA. 1, RTRO rvwr CAPACITY TO AIC 3vrrICICNT TO "PIT rOOL O w 24 HOURS- I T.Y.( 14rA L T ' YLA Nht sc moi. LL cif Gt to t4 n.ols tr..A wr►►Y.n nbw� M>tv"/1xT T ( � Drzi- REVISED 9/[ j H. ROY JAFFE, P. E. i QA - ,4i0 \��Q 470 Lloyd Lane Mattituck, NY �--- FEB - 5 ('118 02 88 \ 9087\ � 89 � � \ A2.30 \\ 1 � 60,_0„ 91\ \ 39'-7" \ 20'-5" 19,_7„ \ \ ` FOUNDATION WALL TO SUPPORT SCREEN \ \ WALL.TOP OFF WALLTION O B Wq0"BELOW \\ \, THE MODERN MO D U L A R ADJACENr _ I -I-/--------- --/----------------t---------- --'1--/---I-----I ----I-/---I-----i---_--------------------------------------------------- -- \ BY RESOLUTION : 4 ARCHITECTURE -- ------------ --------------------- ------ !. ---------- ------------------------------------------------------ --------- 8X8 P.T.POST ON CONCRETE 1 I I I I I \ 1 92 iv I I i I FOUNDATION AS REQ'D FOR STRUC. I I I I I I I \ 1 I FOUNDATION NOTES: I OF 2X2 CEDAR SCREEN WALL ` ` 1 i .iI -----�.-- --.iI ----.—.—.----yI --��I•—LI�I—E --- ----•—'' / V \ 'I�--I--�I--�I --I�--I�I 1. STRUCTURAL DESIGN BY: OFMODULE—D.ABOVELINE OF IPE STEPS ABOVE JOSEPH FISCHETTI PE --------------------------------------- --_---------------------------------_------------------------------ 1725 HOBART ROAD j SOUTHOLD,NY 11971 ---------------------------------------------------------- _ i ® --------------------i I I I } I (631)765-2954 2. FOUNDATION WALL AND FOOTING SIZE,THICKNESS I I I I I I \ I ' 6'-1 l" I I \ i i \ AND REINFORCING BY STRUCTURAL ENGINEER ARE DECK SUPPORTS AS REQ'D, TI I I \ \ I INCORPORATED INTO THIS DRAWING.VERIFY ALL I I i REFERENCE STRUCTURAL I I \ i DIMENSIONS OF THE FOUNDATION WALLS IN THE I I I \ ENGINEER DRAWING A-1 FOR i i \ I FIELD. \DECK FRAMING PLAN. 3. FOOTINGS SHALL EXTEND BELOW THE FROSTLINE OF 8"THK.REINFORCED CONCRETE I I STRUCTURAL FRAMING OF i \ I THE LOCALITY. FOUNDATION WALL W/REINFORCING,TYP. i ,DECI SHOWN ON THIS PLAN AS FOR)DESIGN INTENT ONLY i i i \ \ 4. FOUNDATION WATERPROOFING INSTALLED PER FOUNDATION WALL WATER PROOFING: \ \ LATEST IRC SECTION R406. \ \ / ' ' 5. SILL PLATE ANCHORED TO FOUNDATION WITH 1/2" 1 I WATER RESISTANT MEMBRANE W/DRAINAGE - I I MEMBRANE&DRAIN BOARD,TYP. � ' ' �� I i . 2X P.T.FRAMING AS REQ'D TO \ I Zn I I I ' SUPPORT 5/4"IPR DECK& i i \ 1 ANCHOR BOLTS SPACED AT 6"O.C.AND WITHIN 12" 1 I zn 1 I 1 I I I FLASHING AS REQ+D BY GC I I \ i FROM THE ENDS OF EACH PLATE SECTION.BOLTSSHALL r CONCRETEN(R403MI6))INTO MASONRY OR I 8"DEEP X 16"WIDE CONT.REINF. I I ® ® i i ® i / S CONCRETE FOOTING,TYP.REFER TO 6. AN APPROVED VAPOR RETARDER WITH JOINTS WALL SECTION 01/A3.00 FOR MORE ' I ' LAPPED NOT LESS THAN 6"SHALL BE PLACED INFO.AND FOUNDATION SIZING 3'X 3'X 12"FOOTING(4)#3 BARS ' ' \ i i i / \ 1 1 BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE EACH WAY 3"FROM BOTTOM I I \ I ' i \ \ ' COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS.(R506.2.3) 4"CONCRETE FILILED STEEL LALLY I I COLUMN,TYP. I I \ I \ \\I I ' ------------------------------------------------------------------------------- DRAWING SYMBOL LEGEND I\ r--- ----•—•-- — --- ------------ — ----------- — •1 .L—. LINE OF MODULE C ABOVE ' LINE OF MODULE"D"ABOVE \\ i i i \ \ •' ---------------------------------------- BUILDING SECTION . I I I I DOUBLE 2X8 TREATED SILL PLATE I \ EXTERIOR ELEVATION t I 1 5/8"X 12"ANCHOR BOLT(RECESS I ' \ ' BOLT HEAD IN UPPER SILL PLATE) I BASEMENT FOUNDATION j j i / i i \\ ; i I I ,' I (6)-0.131 X 3 NAIL-TYP IDEWALLS �,' I I I I i i i \ i i \\ i \ 02 48"O.C.@ DETAIL 4"CONC.SLAB WITH 6X6-10/10 , 1 I \ I / \ I \ A0.20 WIRE MESH REINFORCING& 87 ' I I 10" ,' I ' 1"THICK RIGID INSULATION OVER ' WATER MEMBRANE BARRIER WINDOW TAG � I FOUNDATION WALL WATER PROOFING:WATER I I 10" RESISTANT MEMBRANE WITH DRAINAGE MEMBRANE&DRAIN BOARD,TYP. i i I / I i \\ 1 \\ 002 DOOR TAG r 15"O.C.@ I I I I I I I I END WALLS i I I 1 I I I - 3'1 1/2" 15'-9" 7'-2" / I I I i i \ A2.30 I 02 TYP SILL & ANCHOR C INE OF MODULE ABOVE L " " - 1 BOLT DETAIL _. - I ,----�--�-.------ ---i-------------'-•--�----- � I I I • 4'X 4'X 12"FOOTING(8)#5 BARS i i I . i LINE OF MODULE"B"ABOVE I i i \\ I 88 SCALE: NO SCALE EACH WAY 3"FROM BOTTOM i I •----- i i i i \ 1 I 4"CONCRETE FILLED STEEL LALLY I COLUMN WITH 12"X 12"X 3/4" 10"THK.REINFORCED CONCRETE BASE PLATE WITH W12X79 STEEL RETAINING WALL W/REINFORCING,TYP. BEAM ABOVE I Is—12"DEEP X 3'-8"WIDE CONT.REINF. CONCRETE FOOTING. I I 1 `-------� SWIMMING POOL, BY OTHERS I T--r --I--� I I 1 SLOPED LANDSCAPE GREEN LAWN, I i I I I / 1 I I I 1 I I IMMMEMB/zI REFER TO BUILDING SECTIONS FOR � I I MORE INFO. I I I I I 1 1 I \ t 2018/01/31 DOB REVISIONS 1 6 /15 2015/10/09 BID SET I ' SIM SON STHD HOLD LINE OF IPE BRIDGE ABOVE SIMPSON STHD HOLD DOWN STRAP,TYP. DOWN STRAP,TYP. I ii 1I II II I II II—4— III // II II II II 1I II II II � II ' E 2015/10/01 REVISED FACTORY PRICING I----------------------------------------J ------------------------------------------------------------- LINE OFM LE"BABOVE 2015/07/31 PRELIMINARY FACTORY PRICING ------------------------------------- ------------------ --------- _____ T 1" 2015/06/15 DESIGN DEVELOPMENT i ' I --t-- --+-- - -- ------------- ------------------------------------ i 2015/05/27 SCHEMATIC DESIGN I -------------------------------------------------------------------- I I I oix, O3'X 3'X 12"FOOTrING(4) #3 BARS EACH WAY 3"FROM BOTTOM I 1 , 89 t @I @ I I I 1 / i z z I i I 4"CONCRETE FILLED STEEL LALLY COLUMN,TYP. �o„ r A I I < < 02 I I �:.. I I u I c� i II I i i A2.20 N,y + ' ' I12/ -1-- -----' --....... .__.._..----••-•••••-----••---------•-------------I I r r................................................. -----. ...... -•--^.......... r I I I ------------ --------------------------------- I I I I I $ IM_______-_ -____-- _._-_ I I zn I r I a 1 i vm TWO(2)W12X35STEEL I 1 I I BEAMS POCKETED INTO ' FOUNDATION WALL W/ NON-SHRINK GROUT I I I I I I I 74 1/2" 8'-0" I I I I I 1 I I I I I I I I NORTH FORK BLUFF HOUSE 470 LLOYD'S LANE r----------------------------------------------------------------------------------------------------------------- ----- I MATTITUCK, NY 11952 LINE OF MODULE"A"ABOVE I b. I I 7777777 I I / RESOLUTION: 4 ARCHITECTURE 1 I I I @ Ol 150 WEST 28TH STREET,SUITE 1902, NEW YORK,NY 10001 ------------------ -- ' A2.20 TEL:212.675.9266 www.re4c.com FAX:212.206.0944 1 ' ___________________________________________________________________________________J / ________________ _ _ _ _ __ I / I -------------------------------------------------------------------------------------------------------------------- - --------- J FOUNDATION PLAN 16'-9" I I----- ------------------------------------------- ---------------------------------------- ` I 300''-0-0"" \ 30--b"\ 39'-7" DATE: 2018/01/31 1 \ 99'-7" N \\ \ \ SCALE: 1/4"= V-0" A1010 92 \ 91 90\ COPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 90 89 ` TO STAIRS, WALLITE &BOOL STRUCTURE 02 02 88\\ 87\\ ANDERSEN WINDOWS#113, A2.30 ` 114 TO BE SUPPLIED BY MANUF. 11 7/8"ML @ 16"O.C.TO BE \ &INSTALLED BY GC SHEATHED ON BOTH SIDES W/ \ \ \ \ 3/4"PLYWD. 91 39'-7" 20'-5" 43'-7" \ vb \ 6" E A 7-10" 5'-1" 5'-4 1/2" 1'4 1/2" 10'-0 1/2" 3'-6" 5'-: 1Y-2'�, 6" 3'-6" 16'-5" 19'-7" 4'-0" 12'-0"lo lo THE MODERN MODULAR BY RESOLUTION : 4 ARCHITECTURE F- - 10 92 114 I @ i \ CONSTRUCTION NOTES: 7 \ n 118 -------------- -------- 117 116 115 I I z \ ih \ 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF AND DO NOT NCLUDE SHEATHING BOARD ORIS EXTERIOR CLADDING. \119 2. ALL WINDOW; \ &DOOR CODES,UNLESS OTHERWISE , I O i j _0 i r ot SPECIFICALLY NOTED,REFER TO ANDERSEN WINDOW \ SYSTEMS-TO BE PROVIDED BY MANUFACTURER, `v CERTAIN UNITS TO BE INSTALLED ON-SITE BY GC, I \ 1 REFER TO WINDOW SCHEDULE. 3. ALL SUBFLOORS TO BE 3/4"THICK T&G PLYWOOD FROST FREE HOSE \ ' BIB W/SHUT-OFF I I I ! I \ DECKING. r 113 BATHROOM 4 11 BY 111 BATHROOM 3 i 11 1 4. ALL CEILINGS TO BE 5/8"G.W.B.SHEATHING OR 5/8" - -- .1 e========J1 I F'-` I \ 1 OSB ASREQ'D. 5. CONTRACTOR TO COORDINATE REMOVAL OF O I .,. : `• I' 110 LIVING ROOM \ I O I ! \ TEMPORARY FRAMING N O MODULES. zn ROOF DRAIN \ N ? (' ,•''f LEADER I +6 1/4" \ I \ DRAWING SYMBOL LEGEND ` _____,_� ti 112 BEDROOM 3 1 \ 12,_5„ \\ -114- 112 I �•` 111 o I \ 02 BUILDING SECTION t I A 0 2.3 I LAUNDRY CHUTE BY GC I \ 4 P \ 114 BEDROOM I i I HALL - •co \ V I I I \ 02 IN LEADER I ROOF DRA L .•O '-; i _ I EXTERIOR ELEVATION A D13 L FIRE 780 AD 120 121 I IM w BLACK STEEL HEARTH SET ZERO-CLEARANCE WOO( I \ O . o i I ...............................--._................................................ l3URA1NG..EiREP.EAC.E.. HIPIPEO... I DETAIL o.•...... I S 13'-9" 5'-0" 6" T-10" 2' 11" I LOOSE BY FACTORY, I A0.20 FLUSH W/FINISH FLOOR INSTALLED BY GC. 109 i� \ I 002 WINDOW TAG j O 117 NORTH DECK o ' 1 r�,,,,{-�.-. -•---- 110 o I \ \ I I L:....._;......:. \ POOL,BY OTHERS .: . O DOOR TAG .... • ..... P I+I ..p...-,... I \ 87\ I 08 1 07` - 1 ....-. - I I"-'"'"`":•":::, OIL EL.94'0 3/4" F I \ 108 HALL FINISH FLOOR REF t I \ 109 DINING ROOM 109 op I \ L I 00 A2.00 - - —r - - - - - - — — 60 L (BURNER) N i I 88 ` i t I o 02 I 00 N 122 .0 , i OD I I - - 108 0 1 >Lj Li Li u \ I \ GRILL I I itim o I _...•_. II N 1 I 123 o , I I I I � I 118 POOL DECK 1 ; k h C? 0.2 I 1 I 1 - - 'I j mmmmm i -•.l I 107 a / - I OVE I Co P E OIL EL 92,_0„ I I I I I O FS R S I 2 1I GRADE I 107 ENTRY I IT I [El hk KITCHEN 0 8/01/31 �DOBVISIONS 1 I; I � H FB 6 /15 T " 124 106 K _<2 I I1/2" '' 10'-i 1/2" 1'-0" 5'-4 20'-1 N a I I 11 ? 2015/10/09 BID SET 2X2 CEDAR RAIL GC' I I -- --- ---- ' I 106 105 14"- BY 0 2015/10/01 REVISED FACTORY PRICING , ---- ------ ----- ----- ------ ------ ------ -- -- ------ - - - - - - - - - - - - - - - - -- - - - - - PRELIMINARY --- -- MODULE B 2015/07/31 NARY FACTORY PRICING ------------------ :. ______ / __ --------- o MODULE A 5/06/15 DESIGN DEVELOPMENT 2 O l � 125 � _- I - - - - - � 2015/05/27 SCHEMATIC DESIGN ` 5' I HALL L"u I I / I I N . 89 #� - -l- - - 1 - I 1 @j TRY r� I I TRY IPE E / I 104 � `M I Y `` L 6 1 / I -O 116 101 BEDROOM 1 I I 02 r.:. 103 BEDROOM 2 t =tw '.Cy 126 A2.20 1 ROOF DRAIN i I I I ` I I / I I LEADERj/s �c] 105 TV ROOM ------- 101zo . ----------------------- ------- --------- it o CEDAR&SS CABLE RAIL BY GC v ------- I I P I I 03 104 BATHROOM 2 102 BATHROOM 1 LM1 I I qi 2X2 CEDAR SLAT SCREEN 0.2 ED WALL / I / \ 00 127 Y gg s 4X4 PT POST,TYP 3'-6" 12'5" r 0.21 ; ° NORTH FORK BLUFF HOUSE I , , 470 LLOYD'S LANE I / ------------ I I i I �� •�+ - - - I MATTITUCK,NY 11952 10 / 2 E 128 � 131 132 1 133 RESOLUTION: 4 ARCHITECTURE / fP � � @^ 0 1 EL 86'-61/2„ 0 I � c� 130 0 `9 O1 150 WEST 28TH STREET,SUITE 1902, NEW YORK, NY 10001 ? EL.83'-10 3/4" o CONC.SLAB v - 0 1 .675.9266 www.re4a.com FAX:212.206.0944 ; o BASEMENT __ - 1 / ; A2.20 TEL'2 2 CONC.SLAB f I m FIRST FLOOR PLAN / I 129 I 30'-0" I 2'-33/4" 3'-5" 3'-10 1/4" \ 16'-5" 3'-6" 5'-4 1/2" V-4 1/2" 9'-0 1/2" 3'-6" 5'-4 1/2" 14'-4 1/2" 4'-0lo " \ 9'-7" `\ 6 1/2" 60'-0" ol DATE: 2018/01/31 I A1 * 12 FROST FREE HOSE BIB STAIRS,WALL �OOF STRUCTURE ANDERSEN WINDOWS#129, 130W/SHUT-OFF BY GC TO BE SITE BUILT BI�GC TO BE SUPPLIED BY MANUF.& Ol NSCALE: 1/4"= 1'-0" \ 1 11 7/8"ML @ 16"O.C.TO BE INSTALLED BY GC A2.10 92 \ 91\. SHEATHED ON BOTW9 DES W/ COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 3/4"PLYWD. I PREFABRICATED INSULATED SS FLUE BY G.C. EXTERIOR WALL&ROOF THE MODERN MODULAR STRUCTURE TO BE SITE BUILT BY G.C. EL.114*-4 1/8.. BY RESOLUTION: 4 ARCHITECTURE 11 7/8"TJ1560 @ 16"O.C.,TYP. ------------------ —-—-—- ------ ----- T.O.ROOF STRUCTURE- EL.113'-1 1/4" ")V B.C.ROOF STRUCTURE GENERAL NOTES: BLACK ALUM.COPING TO MATCH WINDOWS BY G.C.TYP. 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING AND DO NOT INCLUDE EXTERIOR CLADDING. 2. CEDAR SIDING TO BE 6"T&G GRADE A CLEAR CEDAR TOP RAILING TO MATCH --- -- ------- 201 WESTERN RED CEDAR W/THOMPSONS WOOD SEALER, &ALIGN W/2X2 CEDAR RAIL t ROOF DECK IPE DECKING BY G.C. SYSTEM,BY G.C. NATURAL FINISH APPLIED AT MILL PRIOR TO DELIVERY. r EL.108'-1 1/4" COLOR/RATIO R.B.D.CONTRACTOR TO PROVIDE T.O.RAIL ARCHITECTS APPROVAL. 04 �O�3 ALUMINUM CORNER FLASHING TO BE MIN.0.032"THK. \�3.00) -1 114" OIL EL.105' COLOR TO MATCH WINDOW FRAMES. T.O.PARAPET 4. PROVIDE GALVALUME DRIP EDGE FLASHING ABOVE EL.104'-1 114" ALL HORIZONTAL 2X2 CEDAR TRIM. T.O.ROOF I I I I I I....M NFITITFtitwtHTNTI 1111111111 5. HARDIEPAN EL IN FILL SIDING TO BE PAINTED BLACK TO d EL.103'-0" MATCH WINDOW FRAME U.O.N. vv HE vh* v ]/vvTvv9vvTjvvTvvuvvl/VvTvvl lVVIANYVE B.O.IST FLR.GWB CLG. 6. FOUNDATION WALLS&FOOTING SIZES ARE DRAWN TO SHOW DESIGN INTENT ONLY.THICKNESS AND B.O.1ST FLOOR SOFFIT REINFORCING BY STRUCTURAL ENGINEER. 7. ALL EXHAUST LOUVERS TO BE SE IHO ALUMINUM VENT LOUVER MODEL:SFX,U.O.N. CONTACT:SEIHIO T:(800)248-0030 /0120 TV ROOM 104 BATHROOM BEDROOM 2 BA1111,00- 1017 BEDROOM 1 F105 F103 F 2X2 CEDAR RAIL ON P.T. 4-V HTTP://WWW.SEIHO.COM FRAMING,BY G.C. 8 125 LEGEND A IPE DECKING OVER P.T. FRAMING BY G.C. J-1 SED T&G CEDAR 1 1 / I , ISIDING,GRADE A SELECT, I INSTALLED HORIZONTALLY -_ Ipl, EL.94'-0" EL.92'-10 3/4" B.O.BASEMENT CLG. —-—-—-—-—-—- —•—•- - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - - - H Lm EQUITONE CEMENT BOARD ON 1X t. B.C.BASEMENT SOFFIT W12 X 35 STL.BEAMS,TYP OF 2 2XI0 P.i.JOISTS @"L"O.C.W/. FURRING STRIPS 4 POCKETED INTO FOUNDATION- LUIS 26Z FACE MOUNTED JOIST r - EL.90'-01/2" W/.NON-.SHRINK GROUT HA CONCRETE NGERS AN D BRIDGING -37- T.O.POOL DECK PARGE ON ALL EXPOSED FOUNDATION CONCRETE PARGE OVER EL.89'-0" WALL,BY G.C.,TYP. GRADE OPEN BASEMENT IPE DECKING __1�3�_BATHROO rOO2 F0011 STORAGE(UNFINISHED) CONCRETE RETAINING WALL, Y'z REFER TO WALL SECTION FOR 3: -MORE INFORMATION 111:11[Btu Rli� I I dl CONCRETE FOUNDATIONapo7� EL.83'-10 3/4" WALL,REFER TO WALL SECTION T.O.BASEMENT FIN.FL. -FOR MORE INFORMATION ......... T T­T I I I I I I I I I I­-T-T I FT I-T T-T T---T T­-T I I I I T T ......... 7 11 =IF _1111 02 BUILDING SECTION SCALE: 1/4" V-0" PREFABRICATED INSULATED SS FLUE BY G.C. EXTERIOR WALL&ROOF STRUCTURE TO BE SITE BUILT BY G.C. EL.114'-4 1/81, 11 7/8"TJ L560 @ 16"O.C.,TYP. ...... T.O.ROOF STRUCTURE EL.113'-1 1/4" ------------ ............—-—-—-........................ B.O.ROOF STRUCTURE BLACK ALUM.COPING TO MATCH WINDOWS BY G.C.TYP. ------ IPE DECKING BY G.C. CEDAR TOP RAILING TO )- rol r �A�-O I EIHO EXHAUST VENTS MATCH&ALIGN W/2X2 CEDAR RAIL SYSTEM,BY G.C. C.L.FIXED WINDOW EL.108'-] 114" 09L T.O.RAIL 2018/01/31 DOB REVISIONS I OiL EL.105-1 1/4" T.O.PARAPET 2015/10/09 BID SET —-—-—- ---•—. EL.104'-1 1/4 2015/07/31 PRELIMINARY FACTORY PRICING T.O.ROOF 2015/06/15 DESIGN DEVELOPMENT 2015/05/27 SCHEMATIC DESIGN ------ B.O.IST FLR.GWB CLG. f N N EL.102' 1/2" B.O.IST FLOOR SOFFIT 4X4 POSTS PER PLAN W1 ABU 44Z POST BASE CONNECTORS,TYP. A- HARDIEPANEL INFILL 'A 3)IV'*kARpIE PANEL 4q� PAINTED BLACK TO -7 PANELS PTD.BLACK MATCH WINDOWS CEDAR AND S.S.CABLE RAIL SYSTEM BY G.C. / CEDAR AND S.S.CABLE RAIL SYSTEM BY G.C. EL.94'-0" T.O.IST FLR.SUBFLOOR STEEL EL.97-10 3/ ------------ OIL --------BLACK W AAN01 ANVA/W VV0/0/J!V0/0/Vjl lL B.O.BASEMENT CLG. 4" kll B.O.BASEMENT SOFFIT W 12 X 35 STL.BEAMS,TYP OF 2 NORTH FORK BLUFF HOUSE POCKETED INTO FOUNDATION W �SHRINK GROUT m r 470 LLOYD'S LANE -1 r NOW CONCRETE PARGE OVER T.O.POOL DECK MATTITLICK,NY 11952 EXPOSED FOUNDATION ........... ?'_. L WALL,BY G.C.,TYP. 003BATHROOM 007 CONCRETE STAIRS TO -r (3KAUt: BASEMENT BY G.C. RESOLUTION: 4 ARCHITECTURE III Ie: 150 WEST 28TH STREET,SUITE 1902,NEW YORK, NY 10001 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 BUILDING SECTIONS 016 EL.83'-10 3/4" T.O.BASEMENT FIN.FL. IIDATE: 2018/01/31 ilik 1''1 1111 Jill _ HH 01 BUILDING SECTION SCALE: 114" V-0" SCALE: 1/4"= V-0" A2 ,20 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. Too LL' 0 By P RK E F A B 2X10 CEDAR RAIL THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 5/16'EXTERIOR GRAPHITE EQUITONE CEMENT BOARD ON 1 X FURRING STRIPS ARTIFICIAL GRASS TILE SYSTEM, "UNLIMITED"BY EDEL GRASS,OR EQUAL,TO BE GLUED ONTO 2X6 P.T. DECKING,SET ON BLOCKING OR PEDESTALS AS REQ'D.FOR UNRESTRICTED DRAINAGE,BY G.C. 2X2 CEDAR RAIL BY GC EPDM ROOF&SLOPED RIGID INSULATION BY i MANUF—SLOPE TO DRAIN - - - - - - - - - - - - - - - - - - — -..1/4"PER FOOT,TYP, - - - - - - II GC TO PATCH ROOF AT MATE LINES AS REQ'D,TYP. - - - - - - - - - ---------•- - - - — - - - - - - - - - - - - - - 3/8"HARDIE PANEL,SMOOTH IJ I 11 7/8"OPEN WEB JOIST ENTRY FINISH SIDING PAINTED BLACK q DECK OVERHANG STRUCTURE TO MATCH WINDOWS it TO BE SITE BUILT BY GC. a �! f -----•-------•—•- - - - - - - - - -13. — - - - - - - - - - - - - - - r i i i ---------•-----------•---------•—•— _ _ -------•—•-----•---------•----- j i T&G EXTERIOR CEDAR CEILING BY GC. ANDERSEN WINDOWS TO BE I SUPPLIED AND INSTALLED BY MANUF UNLESS OTHERWISE NOTED e i 1 r 2X2 CEDAR SCREEN WALL BY G.C. s 4X4 POSTS PER PLAN W/ABU 44Z POST BASE CONNECTIONS,TYP. s 3/8"HARDIE PANEL,SMOOTH , FINISH SIDING PAINTED BLACK TO MATCH WINDOWS 2X2 CEDAR RAIL BEYOND — f IPE DECK ON P.T.SLEEPERS AS REQ'D TO ALLOW FOR UNINTERRUPTED DRAINAGE,BY GC s EPDM ROOF&SLOPED RIGID F INSULATION BY GC.SLOPE TO INTERNAL ROOF DRAIN TO TIE INTO 2X10 P.T.JOISTS @ 16"O.C.W/ PERIMETER FOOTING DRAINS t LUS26Z FACE MOUNTED JOIST HANGERS&BRIDGING 1 ' i OPEN WEB JOIST BASEMENT ROOF STRUCTURE TO BE SITE BUILT BY GC. W 12X35 STL.BEAMS,TYP.OF 2, POCKETED INTO FOUNDATION WALL W/NON—SHRINK GROUT �2:018:/01/31��� DOB�REVISIO�NS 1 2015/10/09 BID SET 2015/07/31 PRELIMINARY FACTORY PRICING 2015%06/15 DESIGN DEVELOPMENT i r 2015/05/27 SCHEMATIC DESIGN 01 WALL SECTION SCALE:3/4"=1'-0" D Aelo . \ � 02cf: & 0 4 r NORTH FORK BLUFF HOUSE r 470 LLOYD'S LANE I MATTITUCK,NY 11952 t t RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK, NY 10001 F TEL:212.675.9266 www.re4a.com FAX:212.206.0944 1 WALL SECTIONS f t I DATE: 2018/01/31 SCALE: 3/4"= V-0" A3.01 ClOPYRIGHT© RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. s I I t i 90 � _ � 89 � _ \ 88 \ 87 Li 1 \ \ � F=PRE 91 20'-5' 39'-7' \ � A B S _ _ ----------------------------------------------------- THE MODERN MODULAR r \ BY RESOLUTION 4 ARCHITECTURE r �—� TT -r -r -rte , -r 1 _ 1 - - _ _LJ_ _ - - L _ -. _ 1-1 - - - _ -L J - 1 .1 - l t- � r l T r- -it - - - 1- - + - - 92 ' _ ,� ji / \, \ I CONSTRUCTION NOTES: j I j l I I I I I I 1 I I 1 _-—------------------------------------ -------------------------------------- ----------------------- I / , 1 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE ' „ , v "/ /// / , 1 I I I I - - - - -�- r - - - - - - - - - - - - -- - - - - - -1 OF STUD AND DO NOT INCLUDE EXTERIOR l %/ %/ / ;/// !% !// /%iii///;�/ji/ii//////i//i / i//%/% // / ///// ///%/ / / % ///" /i % / ,% //i%/// j%/� , I I \\ L ,L __------ ---------------------------------------------- -- __ ------___________ / I SHEATHING BOARD OR EXTERIOR CLADDING. I I I \ TI 2. ALL WINDOW&DOOR CODES,UNLESS OTHERWISE \ I I I \ BOILER AHU 2 HU 1 SPECIFICALLY NOTED,REFER TO ANDERSEN WINDOW I I I it � HW A )' I II \\ I SYSTEMS-TO BE PROVIDED BY MANUFACTURER, UP 18 R @CERTAIN UNITS TO BE INSTALLED ON-SITE BY GC, l I I I 1 \ I i REFER TO WINDOW SCHEDULE. 1 ' i par If I 3 DECKING. TO BE 3/4"THICK T&G PLYWOOD ECKING f I=III /_='I-I I�II;-j/'ISI_--%-////////%////////j�%///%/(/#/0/0/1/////%/%////i�//%//—�.',•-',-•./.L�i5-��1,-/-/-./,'--./-/,,, ——+- -1--4,---'----II-i rI-------- ----- --—------M---O"Q VI•tE—SPACE—A---C-E® LAUNDRY 007 -------,1II—---------8",Q—•—Q--q"t_' ._11II .-------�I1--•a•-,ir1i,1IiIi1�'I1Iir1i'i1I,i1i111�I1 ----------L ------------\\--—\ -•\\ \ \\\\\\ \\ IIIIr(III\r\\-\\-\ \i i1I(i1IIIiIIIIIIIIIIIIII1 \ \\\\ \\iIIIIII!IIIIIIIIiIIIIIIIiIIIII1I \\\ \ IIIIIIIIIIIi1IIIIIIIIIIIIII1 \\\ }1Ii�11i(I11111iIIII!I1IIII III \ \\\\\\\\ \\ \ \ \ \\ \t \\ \1\1\ ` 1!IiIItI(I IIIIIIIi IIII I(I \\ \\ \ \\ \A\ \2 \.3 \b\ \\ \ 4. ALL OO ACEILINGS TO BE 5/8 G.W.B.SHE AT HI NG .\ 5. CONTRACTOR TO COORDINATE REMOVAL O FLAUNDRY RM L-iTEMPORARY FRAMING ON MODULES. t- CABINETRYTOBY® MECHANICAL ROOM(UNFINISHED) SUPPLIED BY MAN &INSTALLED BY GC %j DRAWING SYMBOL LEGEND"3V t LAUNDRY If 02 BUILDING SECTION I SHUTE BY,GC I I If ----------------------------------- --- ---------- --------- ^ -- ----------- EXTERIOR ELEVATION INOF MODULES ABOVE( -- -- -^ --- --•--_7- 02 DETAIL 20 I A 1 WINDOW TAG ALL ANDERSEN WINDOWS IN DOOR TAG BASEMENT TO BE SUPPLIED BY MANUF.&INSTALLED BY GC #06) I 87 iilII a L J EL 83 -11 1/2 ilh FINISH FLOOR I OPEN BASEMENT002 IF IN LINE OF SOFFIT ABOVE 003 -----. ------- ----------- •------ ---- I IIII/-III _-I IIII II %-IiII,III ,//--/_--I_-I---_/.II(III---m/'-III--.•-I,/.'��- /-.-_/-I_-',••III�-I�� I�IIIrIIlIII-11 1Irr;�II11II'I'1I�iIIiIIi�i; _ t,i1III,IIi111,II1i1IiI�;I1i1IiI ///�II�IIIIIIIIIIIIIII / �i L/_--INE—%-O%i F,-iM%ODiU_-i L%V-E�S ABOVE IW 12X79 STEEL BEAM ABOVE IIIII Al 005 - � 8"TYP. L - - --� -/- -/--�- - --�-/- --\r- - - �r -1- T -r -1- r - -1 ill I If \ F iII1IIiIIIIII � �t 2 017/04/03 �O F P � VE�NRM�c yy�IT /TQSET 1 A ME NDM ENT - I ET 9'-1' VI &11/2' 3-0 2015/10/09 BID SET It 2015/10/01 REVISED FACTORY PRICING- _ ------------------------------------/ ---------------------------------------------------------------------------------• LINEbFMODULESABOVE 2015/07/31 PRELIMINARY FACTORY PRICING� / /% 2015/06/15 DESIGN DEVELOPMENT SCHEMATIC DESIGN 2015/05/27 �/ 3'-21/2 2'- 1/2" 89Ex D AC 3-0 02 K00BATHROOM 6ER? L A2.20 ROOF DRAIN LEADER I ENTRY BRIDGEBOVE = - - - - = - -i 001 STORAGE(UNFINISHED) "/ GAME SPACE- Q 1 l 11 I 0F N IN -I ! 10NORTH FORK BLUFF HOUSEUP18RQ6.77' ------------------------------------------------------------------------- 470 LLOYDS LANE- ---------- 0 --- -----p- MATTITUCK'NY 11952 -- ---- ------------------------------------------------------------------------•i ---------- r r_ OO7 � RESOLUTION: 4 ARCHITECTURE 1EOWEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 ----------- --------_----------------------- ' ED TEL:212.675.9266 www.re4a.comFAX:212.206.09447 117 ^ L- J--HJ-J--I 1-1-7 ------------------------------------- ------------------------------------------------------------------------------------------------- BASEMENT PLAN 76 " --------------------------------------1----------------------------------------- DATE: 2017/04/03 N .-011 Al SCALE: 1/4"= 1 92 91 90\ COPYRIGHT® RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 0 P P NOTE:UNICO HIGH-VELOCITY HVAC SYSTEM TO BE COORDINATED BYHIGH VELOCITY HELPER-BOB YACIUK BOB@HIGH VELOCITYH ELPER.COM (315)542.2337 P R E F A B S THE MODERN MODULAR '-I r -I r -1 r -I r � r , r , GENERAL: BY RESOLUTION : 4 ARCHITECTURE -L - - - -LJ- - _ - L L _ _ _ -L 1 - _ _ - -L J _ - -L _L _ 1 1. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSED 1 I 7 I- 1 7 r -1 r - - - - - - - - - - - - - - - - - - - - - , ELECTRICAL CONTRACTOR. 2. PROVIDE ELECTRICAL SERVICES AS REQUIRED TO LEGEND Ll i / I ACCOMODATE NEW LIGHT FIXTURES AS PER MANUFACTURER'S / RECOMMENDATIONS. Ll ' ----- �- 4"RECESSED DOWNLIGHT I ------------------------------------------------------------, j ----- i .i i j i I I I I I I 1 I 3. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT,BOXES, L _�_ -L _ _J — L _(_ J SWITCHES,DIMMERS,FIXTURES,BULBS,TRANSFORMERS AND ALL 2"RECESSED DOWNLIGHT I , , F- - - - - - - - - - - - - - - #L2 OTHER MATERIALS NOT SPECIFIED TO BE PROVIDED BY OWNER OR ---------------------------------------------------------- ---------------- -- j i / FACTORY. } RECESSED WALL WASHER JA 4. PROVIDE,COORDINATE AND INSTALL ALL REQUIRED REMOTE BROAN COMBO LIGHT/EXHAUST FAN AL1 `, I i I I I I TRANSFORMERS FOR LIGHTING AS SPECIFIED BY MANUFACTURERS, EXACT LOCATIONS TO BE COORDINATED IN FIELD WITH 0 ARCHITECT. INTERIOR STEPLIGHT �- 8-0ASF 5. ALL SWITCHES TYPICALLY MOUNTED CENTERLINE 13'-8"A.F.F. L6 ___ LINEAR LED TAPE 'j I w j s I GWB SOFFIT U.O.N-COORDINATE AND VERIFY ALL LIGHTING LOCATIONS WITH 005 MECHANICAL ROOM(UNFINISHED) 1 ' I I I I MILLWORK.REFER TO INTERIOR ELEVATIONS,GANG SWITCHES AND � I i ) ' Q '`'Ll `.� I I I I RECEPTACLES IN SINGLE PLATES WHEREVER MULTIPLE LOCATIONS CJ TOLOMEO MINI WALL Ll 11 j I I I I EXIST. ' X10•...................................... ss I1 I I i I rbL8 TOLOMEO MICRO WALL SPOT 6. ALL SWITCHES VERTICALLY ALIGNED WITH OUTLETS UNLESS 9L10 OTHERWISE NOTED.IN CASE OF CONFLICT,VERIFY LOCATION OF 0MOVIE SPACE PENDANT-TBD LIGHT FIXTURES AND SWITCHES IN FIELD WITH ARCHITECT.s -----__ -D L10 7. ALL SYMBOLS AND DIAGRAMS ARE NOT DRAWN TO SCALE. SURFACE MOUNTED LIGHT -TBD'9'All : : 8. ALL LIGHTS TO BE CONNECTED TO LUTRON RAOHOME Ll WP EXTERIOR STEPLIGHT CONTROL SYSTEM. L12 WP EXTERIOR RECESSED DOWNLIGHT1 9. LUTRON WALLBOX POWER MODULE LOCATIONS TO BE COORDINATED WITH ARCHITECT. Y Q. Q. L13WP EXTERIOR DECK RAIL LIGHT LAUNDRY - l • LI Lt L14 EXTERIOR SCONCE— —, LSWITCHES: w ------------------------ ---II IIIIIII I-I I --r---_-_---- ----_ II%- II--'II//1I%_-11I-II-I---%-II/I'---/II/:,;-'1I,--,'..//.-,I'1I---i.11--I 1_---•I---II---I1/-i1 %//��/%//j//%1�1iI;IIii1i'I1I,;iIiI1',i'',1i,I�I'Ii�1I1�i'I''11�,�1'i''1II1�iI,iii �-- ,Ii,�-i'1,•% -�%rI,•-)tIjIIIjIII-�(�L-22�•-�;L ;a:-,-QQ�w`�,tf-—:•D ,i,—�0/'i��- •� %r4/�cZ_r� ,,,::;`;�II•�1��;,;�%%I'`'.'//'-cM!°N_-�-o-�---_.!-:SS',o�_PP/IIII�IIII'IIII LU L��I(I:I�I llri tT I•-�. •-'--�_}/=- L/-Sca_�iPPIIj!IIII�IIIIIII.ir —i•li.Lt.l l� .t•,'—.—I-i r/--- -"-/:—11I--i--/-%• ,ii/L�-1—�ii L/-_-/- /%4,_-��--'i-/•/-_•/_-/ •-' -%►-�-�j/i////////'i,/%///%�%/r////%/i� %—/ / —//�//—///—IIIIIIIIIIIIIIIIIIIiI I% � 1. ALL /N/E W/ /AND /E/X" IS�TI/NG/SWITCHES, WITCHES,•ii1'1i��,IIs,i O UTLETS,DATA TA JA C KII11IIiIII 1III1II III III S A ND D LL TV OUTLETS TO BE CLARO BY LUTRON,WHITE. a ®�l � W P\ EXTERIOR XTERIOyR tN rLAU PE<L <II/GNN H yT / 2. ALL NEW DIMMERS TO BE COMPATIBLE WITH RADIRA2 BY16 O 3"RECESSED DOWNLIGHT @ S H OW ER LUTRON,WHITE.COORDINATE LIGHT TYPE WITH SWITCH. _ ---=-----------=------------ /j 30-311D COVER3. ALL PLATES DESIGNER STYLE FACEPLATES SATIN OR APPROVED EQUAL. 4. LUTRON RADIORA2 KEYPADS TO BE LASER ENGRAVED, ENGRAVINGS TO BE COORDINATED WITH ARCHITECT. CEILING MOUNTED HIGH VELOCITY O U TLE T. -------"--' s SPEAKERS: I 1. ALL SPEAKER WIRE TO BE 14 GAUGE OR BETTER. HIGH VELOCITY SUPPLY HIGH VELOCITY RETURN 2. IDKCLARO PLATE AND BOX AT SPEAKER WIREII 9'-0PULLED AT WALLS SD DUAL SMOKE DETECTOR w I I CARBON MONOXIDE ALARMWSPEAKER 42 j r "I® OPEN BASEMENT SP EXTERIOR SPEAKER - WALL MTD THERMOSTAT ELECTRICAL I I LIGHTING SWITCH D LIGHTING DIMMER SWITCH ILL43 3-WAY LIGHTING SWITCHLl -------------- 13D 3-WAY LIGHTING DIMMER SWITCH K WALL-MOUNTED KEYPAD STEEL BEAM A.R.NELSOM CURTAIN TRACK MECHOSHADE ROLLER FABRIC SHADES - - ------- RADIORA2 REPEATER WAL RADIORA2 WALLBOX POWER MODULE , - _ _--_-• /jI 1. 3'2'6�2EQ. � r Jr -1 r r -1 r -1 L - - - - - - - - - - - - - - - - - - - - LID ---------' ----------------------- I I 1 I 1 I I 21017/04/03 PERMIT SET AMENDMENT 1 21016/03/15 PER I S T 21015/10/09 BID SET 3D 2Q15/10/Ol REVISED FACTORY PRICING 14 _ --------------------------------------- -- --I---- --I--I------------------------------------------------------------ 2015/07/31 PRELIMINARY FACTORY PRICING 2015/06/15 DESIGN DEVELOPMENT --------------------------------- 015/05/27 SCHEMATIC DESIGN •-------- LI6 ED ARC 500STORAGE(UNFINISHED) g oz -- BATHROOM03 0 — — — — - — r — — _ - 0- - - - - - - - 4----------------------------------------- .._. ...06 GAME CE 02051 j8'-0ASF L4 t GWB SOFFIT NORTH FORK BLUFF v. t -------------------------------------------------------- --------- ---- -- - ------- 70 LLOYD'S LANE MATTITUCK,NY 11952 ------------------------------------------------------------------------------------------------------------• RESOLUTION: 4 ARCHITECTURE WP ------ ------------- -_ ------------- Ilj - I TIE- - -_ I ► ' D TO MOTION SENSOR ISO WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001•----'" -- --- - -__---__�_- TEL:212.675.9266 www.re4a.com FAX:212.206.0944 _ ___________________________ 7777777/77 r-------------------------------------------------------------------------------------------------------------------------------------- BASEMENT RCP L_______-______________________________________________________________________________________ - DATE: 2017/04/03 SCALE: 1/4"= V-0" A 1 •2O COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. will P R FABS THE MODERN MODULAR r--------------------------------------------------------------- , '-1 r r -I r -I r -1 rr 'I BY RESOLUTION : 4ARCHITECTURE _ _ _ I I 1 I I I I 1 I ELECTRICAL I --- I M1 OALL TOUTLETS CAANTDIORECEPTACLES TYPICALLY MOUNTED UNTED •---------------------------------------------------------------------------------------------------------------------- -REFERTOELEVATIONSL J LJ - - - - - - - - - - - - - - - - - - - - _______________ H.W. , ______________' GFl II III IIII II I 2. ALL SWITCHES TYPICALLY MOUNTED AT 44 A.F.F. U.O.N.-REFER TO ELEVATIONS MOUNTING LOCATIONS. ____________________________ BOILER GANG SWITCHES&RECEPTACLES IN SINGLE PLATE WHEREVER MULTIPLE LOCATIONS EXIST. 1 / 3.ALL THERMOSTATS TYPICALLY MOUNTED @ 60"A.F.F. ./ I Ii d b I U.O.N-REFER TO ELEVATIONS MOUNTING LOCATIONS I I 4. PROVIDE ELECTRICAL SUPPLY AS REQ.TO 1 % ' r r- 1 f it ----- -- ACCOMODATE ELECTRICAL FIXTURES AND APPLIANCES I / I w ayl PER MANUFACTURER'S RECOMMENDATION;LOCATION LAUNDRY •'I. 007 MOVIE SPACE ALIGN W/ i I I I 1 I Of OUTLETS TO BE COORDINATED W/APPLIANCES. I I SWITCHES 1 I I 005 MECHANICAL ROOM(UNFINISHED) a L—�r— Q ABOVE I I I I I I 5.COORDINATE ALL ELECTRICAL DEVICES WITH w II ' ' I I I I I I CABINETS/MILLWORK. 6. IN CASE OF CONFLICT,VERIFY LOCATION OF r i O M ipo i i I I I I RECEPTACLE AND SWITCHES W/ARCHITECT. I r% I c•? I I I 1 1 j i 1 I I I I I I I 7.ALL ELECTRICAL CIRCUITS HOMERUN TO MAIN i I I I I ELECTRICAL PANELS IN ENTRY HALL CLOSET 8.ALL DATA/TELEPHONE RECEPTACLES TO BE PROVIDED W/(2)TWO CAT-6 LINES HOMERUN TO TERMINATION POINT AS INDICATED ON PLAN. ' r + + 9.ALL AUDIO/VIDEO CONDUIT AND CEILING SPEAKER WIRES HOMERUN TO A/V MAIN LOCATION ON BASEMENT --------------- /-------------------------------------------------------------------- , ----- ----- I I FLOOR ASINDICATEDONPLAN I j��i ///j%////%/%/%/// � -- I I •. - //// /// /%j//// //� / /%/rr///// /�/ ///// r r/// I I Q 1 I - ' i Q ---- ---=-----------=------------ -- -------- I 1 1 I j LEGEND I'- // SWITCHES ' b ABOVE i / , I I I � DUPLEX RECEPTACLE I` ISI 1 ' I - - I _ I III - it •`•��--- � :- ' / 1 / t GROUND FAULT INTERRUPT DUPLEX RECEPTACLE I / I I I I Fl WATERPROOF TPROOF GROUND FAULT INTERRUPT R I / I I QUADRUPLEX RECEPTACLE / + -i - i i / I I I I I I REF -_ - j - - - o r 1 I APPLIANCE RECEPTACLE I r - - - - ► i I TELEPHONE/DATA RECEPTACLE DUAL CAT-6 CATV RECEPTACLE,HD COAX. FLOOR DUPLEX RECEPTACLE 1 I FLOOR QUAD RECEPTACLE / 1 - i - -I--� - -- -- - - I I I I I I I WATER PROOF GROUND FAULT I - 1' - I -_- II i i I I I I I I INTERUPT FLOOR DUPLEX RECEPT. Vi FLOOR PHONE/DATA RECEPTACLE 002 OPEN BASEMENT I I I I I I ---- ---- AUDIO VIDEO CONDUIT WALL OUTLET � / I : - - --- r!/ I I I I I II I ELECTRICAL PANEL • - EP �I I I I li _ •, i i i j i I I I I I - _�_ Ax 1 1 I I N / I I I II I I , i '/ III - III i I I - - I •i i � / � I I I I I I - I II , I- - - - - - L - - - — a - -- t 1 co r L JL - - - - - - - - - - - - - - - - - - - - I I I I - r -I- T - f 1 - T -� -1 1 I - 1 i I"I_� I I I I I I I I I I INTEGRATED INTO ' ' 1 CUSTOM BUILT SOFA Lr I I I I I I I I I I 1 ' III 1 1 ALIGN W/ i i I I 1 I I I 1 I I 2016/03/05 PERMIT SETA PE RMIT SET ENT � I � I I I I I I I I SWITCHES ABOVE 2015/ I III 10/09 BID SET - 2 5/10/01 REVISED FACTORY PRICING — ----------------------------------- --------- — -- — — ' - - - - - - - - - - - = - - - - - - - - - -- - - - -------------------------------------------------------------• 2015/07/31 PRELIMINARY FACTORY PRICING I I I I I I I I — , Q ----------------------------------- i r ////%" ////w% �/////// ///////%///i//////////////%%//// 2015/06/15 DESIGN DEVELOPMENT / I f I 1 111 I I 2015/05/27 SCHEMATIC DESIGN _ ALIGN W/ p 11 III III I =1 I I I SWITCH ROVE ES I ED ' I I - - - I - I / 1 R L�(&Cyj� - III I - / i 003 BATHROOM I O _ STORAGE(UNFINISHED) i 001 ST E(UN D) 1 - - - - - - - - - - - - - - - - ' Q i ALIGN W/00 _ - AME SPACE S - I - - - G SWITCHES - _ ABOVE I 1 02050 r - - 1 i o ALIGN W/ SUBPANEL,70 BE ���OF' �O 4 SWITCHES n ' II COORD.W/GC , NES / II' ! - III I i �. /, � ••-•- �-: __:_ ABOVE "' 1 I I. -III 11 I I III ' / I � I I � NORTH FORK BLUFF HOUSE I I 1 I Q � 1 I , / 1 — ----- ------ --- — TT — —I — — — ——— I 1 I 470 LLOYD'S LANE I I 1' I / MATTITUCK NY 11952 /r--------------------- - -- -- --------- -- ------------------------------------------------------------------------------• `— —'' `— `-----' 1 / I — I I II -- 1- _ - -- RESOLUTION: 4 ARCHITECTURE II ILII I 11 � TD :' I / I -- _ --_- 1 --�-- ----- -- --- I - I / 1 I t� _-__-�=I__! __ - III �- --___ �^__ _��- - - -- 1 I' - �' j < -• I % 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 ----_/ = -------- -= 1 j- / I % i TEL 212.675.9266 www.re4a.com FAX:212.206.0944 - .ILII ----------- ----------------- ------------- I'I ' —---—— ' ----------------- -- --------- -- -------- I ___—________ __ __ __ _ __ __ __ _ _— BASEMENT -------------------------------------------------------------------, POWER/DATA I I 1 I 1 , I L__________________________________________________________________________________________ DATE: 2017/04/03 SCALE: 1/4"= 1'-0" A1 .30 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. 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I 1 W o ; --------------------- -- -- -- -- -- ---------------------------------------------------- --------------------- — - -----• DRAWN BY: IF I • ° I I 3 1 'a 11/10/2015 ._-_...--_..,....,. b• `----------------------- - . j .�p •v • •♦ p�4 p •v . . p`4 .p •v ., V4.4 ..p •v I •� .A n . •A .e a • •D .'� a r •A ."d r SCALE: SEE PLAN FOUNDATION !� . ® 1 Sl�EET o. SCALE: v411 ■ 1 -O1. X pFLOO R-4%. PLAN er' cc 11 1-O"SCALE «t 00 � t fi 13�P ✓ J� � t 8X8XI/2 STEEL COLUMN BXBXVZ STEEL COLUMN WITH 3/4"X10"XIO" BASE WITH 3/4"X1O"XIO" €-AeE WALLS TO IBE SHEATHED WITH PLATE AND 3/8" SADDLE PLAT:" AND 3/8" SADDLE AT TOP IN 4 CORNS AT TOP IN 4 COPNIr`Z5 3/4 PLYWOOD BOTH SIDES rip i 2XC r r Til 5(!,0 *!Ea"OC 1 O (Z) 11-1/8 ML a O A (Z) 11:'Va MIL O > v C� o (3) 11-1/8 ML 0 1 5X5X3/8 BTE�L COLUMNS 5?c5X3/8 STFrL COLUMNS WITH 3/8" STEEL SADDLES WITH 3/8" STEEL. SADDLES TOP AND MOTTOM (4) 5/8" TCP AND COTTOM (4) 5/B" THROUGH BOLTS IN EACH TH^OUGH BOLTS IN EACH SADDLE SADDLE cA � i 1 1 1 ODETL SADDLE 5)(5X3/8 STEEL COLUMNS 5X5)(3/8 STEEL COLUMNS WITH 3/8" STE"._L SADDLES WITH 3/8" STr L SADDLES TOP AND BOTTOM (4) 5/8" TOP AND 130TTOM (4) 5/8" THROUGH BOLTS IN EACH THr=GH BOLTS IN EACH SADDLE SADDLE o - (3) 11-1/e ML w w Z (0 ZU-)z T� w0) < oo `o • zm = � o --. Fna: oco w u� LL TJI 580 *Ib"OC i (Z) I1-1/8 ML a 2X6 DRAWN BY: JF �, c - ._ 11/10/2015 SX8X1/2 STEEL. COLUMN 0XPXI/2 STEEL COLUMN WALLS TO SE SHEATHED WITH WITH 3/4"XIO"XIO" BASE WITH 3/4"X10"X10" BABE' 3/4 PLYWOOD 130TH SIDES PLATE AND 3/8" SADDLE PLATE AND 3/8" SADDLE SCALE: SEE PLAN 'FX'o o F F I!ING PLAN AT TOP IN 4 CORNERS AT TOP IN 4 COf'N'""3 OF NE �R SCALE: 1/4 = 1 -0 tt Fc 1 C/ to :� � �°�.. : � ,,�� , SHEET Ho: tt t s SIM?:�O�t HC�sU3. 3-81��+>C10 a ir' '' 1 I� r a 9�FENSIO�A a a 13'-x 1 5/4" DECKING 2X10 ACQ DJ -o16"OC 2X10 ACQ ^ CARPENTER TO eUILD LEDGER Y STADIUM SEATS AND 2X6 CONTINUOUS ;,�. STEPB AS REQUIRED STUD WALL (TYP) 5/411 DEGKINCs 5/4" DECIGINCs !d (3) 2X10 ACQ 2X10 ACQ DJ ,016"00 2X10 ACQ DJ ®16"OC l3) 2X10 ACQ p GIRDER 2X10 ACQ 2X10 ACQ GIRDER a I-MG 1 LEDGER � �+ (BOLT) POOL (soLT) 5Y OTHERS4 cn M M O A --%� —IIIN >•+ V 24"X24"X12" 24"X24"X12" CONC. FTG. CONC. FTG- DECK. SECS'I ON F"' SCALE: 3/16" ■ Foll (4) ML fl m (3) 1-3/4XII-1/8 ML (3) 1-3/4XII-1/8 ML " . • (3) ML 3 � ` 8X8 COLUMN • u u II 0) 11-V8 M (2) 11-1/8 M 3/8 SADDLE W 10I (T`A'P) 4 COPNEPS W j, a BX8X1/2 �BXE�Xi/2 R �r (4) 5/SII MOLTS S STEEL � STEEI. • 1 = COLUMN 8XSX1/2 jCOLUMN 8X8XI/2 ♦n �- STEEL V TA I L COLUMN COLUMN z 0) D W co SCALE: 1/2" ■ 1'-0" 11-1/8 ML vlb"OC (TYP.) 11-1/8 ML Dib"OC (TYP.) W SHEATH (30TH BIDES (2)ML HDR BWEATW F30TH 61DES (2) ML HDR a O WITH 3/4" PLY WITH 3/4" PLY T F } � Q.. 0C w U . (2) 11-1/8 ML (2) 11-1/B ML U. � � a 3/511 SADDLE CL (4) 5/811 IBOLTS s IOX10X3/4 VASE PLATE IOXIOX3/4 DAVE PLATE 1OX10X3/4 BASE- PLATE IOXIOX3/4 VASE PLATE 511 v511 v3/SII (4) 3/4" ANCHOR VOLTS (4) 3/4" ANCHOR ©OLT8 (4) 3/4" ANCHOR 3OLT8 (4) 3/4" ANCHOR DOLTS r� PPH COLUMN 1 DRAWN BY: JF QUEST WALL. SECTION Fl=--%AMlNG 11/10/2015 SCALE: 1/4" • 1'-O" SCALE: SEE PLAN c Pel�I,y y DETAIL FOR INTER,.10R% SADOL.E FAST WALL SECTION FFAM INC- : ,,0�, , SHEET NO: SCALE: 1/2" ■ 1'-0" SCALE: 1/4" ■ 1'-0" DESIGN CRITERIA DRAWING S C H E D U L E �p a� 15-1002 MAIN FLOOR MODULES Model Number or Name: Use Group: 1 & 2 Family BUILDER ADDRESS SITE ADDRESS No. DRAWING Single Family SITE BUILT (%0A c�P✓Ova Occupancy:Sing a y Re4A Building Area: 31$? Basement Level 470 Lloyds Avenue 1 COVER SHEET (Site Built-Parially Exposed) SF. 150 West 28th Ave. Suite 1902 Mattituck, NY 11952 2 SITE PLAN 2827 Main Floor (Modules) SF. New York, NY 10001 SUFFOLK COUNTY 6014 Total SF. SYSTEM TYPE: HVAC UNITS SUPPLIED AND INSTALLED ONSITE BY BUILDER. 3 GENERAL NOTES Construction Type:Wood Frame, VB HEATING SYSTEM INFORMATION DUCT WORK TO BE INSTALLED BY SIMPLEX IN FACTORY Yp 4 SCHEDULES No. of Stories Above Grade: Singe Story Mod. Above Par. Exposed BSMT. • 28"-4" o of Roof Structure EQUIPMENT INSTALLATION INFORMATION APPLIANCE INSTALLATION INFORMATION TO BE SHIPPED INSIDE THE UNIT SUGGESTED FOUNDATION PLAN S v Roof Hellght. Grade to Top5 Provided N � Min. Distance to Lot Line: See Site Planby Nathan Taft Exterior Wall Rating: No Rating Required METHOD OF VENTILATION THE FOLLOWING ITEMS ARE SUBJECT TO REVIEW AND APPROVAL BY THE SUFFOLK COUNTY � 1St. FLOOR PLAN 20 PSF ATTIC VENTILATION: BUILDING DEPARTMENT Ground Snow Load (Pg): NATURAL Vent Area: 3002 sq, Ft. St. FIOOr . 1. PLUMBING INTER-UNIT CONNECTIONS ,AND BASEMENT AREA 7 ROOF PLAN B Roof Snow Load (Pf):20 PSF 2. INTERIOR MODULE TO MODULE OPENING FINISHES Roof Live Load: 40 PSF 1 vent per 1 000 SCI. ft. 3. ATTACHMENT OF CEILING DRYWALL AT CEILING ACCESSES 8 BUILDING ELEVATIONS MECHANICAL HAN I CAL 4. FINISHING OF RUBBER ROOF 25 PSF 40 use under Fire Place & cabinet (1 ) Vent per module. Ea. Under 1 OOOSq. 5. APPLICATION OF SHIP LOOSE EXTERIOR FINISHES (SIDING, EXTERIOR LIGHTING, Roof Dead Load: Ft, 1 st FLOORS SOFFIT AND FASCIA •40/30 PSF COMBINATION 6.7. HEATING LOOSETFLOOR COVERINGS . 9 BUILDING ELEVATIONS Floor Live Load. Floor Dead Load: 10 PSFBUILDER INFORMATION: S. FOUNDATION / SITE WORK >:` 10 CROSS SECTIONS 9. THE RESCHECK INSPECTION CHECKLIST Stair Load:40 PSF 1. IT IS THE BUILDER'S RESPONSIBILITY TO INFORM SIMPLEX CROSS SECTIONS BalconyLoad: NSA PSF INDUSTRIES, INC. OF ANY LOCAL CODE ISSUES OR SITE RELATED 1 1 SITE BUILT REQUIREMENTS THAT MAY AFFECT THE STRUCTURAL INTEGRITY OF Wind Speed: 120 MPH V ❑ ult ® Vasd THE MODULES TO BE ERECTED ON THE SITE. 12 1 st. FLOOR STRUCTURAL PLAN Wind Exposure: C 2. IT IS THE BUILDERS RESPONSIBILITY FOR PROVIDING/COORDINATION THE APPLICATION OF THE TRUSS IDENTIFICATION SIGNAGE PER 1 .S 1St. FLOOR SHEAR WALLS Seismic Design Category: B (Section 1256.4 of the "TITLE 19 OF THE OFFICIAL COMPILATION OF MODULE PE STAMP: DAVID E. BILLINGSLEY PE Electrical Service Panel Size: 2010 AMPS CODES, RULES AND REGULATIONS OF THE STATE OF NEW YORK" 217.E. MAIN ST. 14 SHEAR WALL DETAILS LINE SPACE DIAGRAM Permissible Gas Type: N/A MIDDLEBURG,PA 17842 PH: 570-837-0659 ,,�� -. 15 PLUMBING LAYOUT/PLUMB. SCHEMATIC 16-0" WIDE BODES Foundation. Full Basement .�' Located in Flood-RNane:-NSA 1 6 HVAC LAYOUT Spri ler Required: No ., f �>-3, :x.� ^y`" ` 17 Sug. FOUNDATION HVAC LAYOUT Fin, Floor Height Above Grade: �~0't� - i` `` `' " ?:'` ° '; D See Floor Plan �`h�M � `„<;s:;f'��� �.�. Label locations: '` - 4" ¢ 18 , . , t'tt:?f:�. �r¢ 1 st. LEVEL RCT 60' Design Codes'. 19 2010 Residential Code of NYS 1st. LEVEL P-T osrolll6 2008 National Electrical Code 20 ROOF RCT / P_T 2014 Energy Conservation Code of NYS ENGINEER Q.F RECORD: JOSEPH FISCHETTI;'P.E. 21 ELECTRICAL NOTES 2• B + C = 60' Thermal Climate Zone: 4 *� 1. ITEMS NOTED WITH A SINGLE. ASTERISK (*) SHALL BE PROVIDED BY SIMPLEX, SHIPPED PROFESSIONAL ENGINEER Degree Days: 5750 LOOSs AND INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE, PER LOCAL P.Q. BOX 616 FIELD CONNECTION BY G.C. (***) PROVIDED BY: Minimum Furnace Output: System-1 18,708 BTU soUTHaLD NY 11971 JOSEPH FISCHETTI P.E. **� 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL BE PROVIDED BY SIMPLEX, SHIPPED phone: (631) PROFESSIONAL ENGINEER Minimum Furnace Output: System-2 29,980 BTU LOOSE, AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. -3 17,290 BTU A- 1 SITE FLOOR PLAN / FOUNDATION Minimum Furnace Output: System (**'`` 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL BE PROVIDED AND INSTALLED BY 65,978 TOTAL THE BUILDER AT THE JOB SITE, PER LOCAL CODES. A-2 F TERRACEFRAMIN [6U • *** **** IN TALL D BY T THIRD PARTY INSPECTMN� CnBNCY:`Thermal Transm>Ittance Values• 4. ITEMS NOTED WITH FOUR ASTERISK ( ) SHALL BE PROVIDED AND s E HEPFS CORPORATIONR00 Floor * 30 SET CREW AT THE JOB SITE, PER LOCAL CODES. `+ ;: :` ° A-3 SECTION - DETAILS 2$77 SKATETOWN ROAD Wall 26.2 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE ALL WORK TO' BE DONE ON-SITE. BY THE . BLOOMSBURG, PA 17815 .::, > BUILDER, NE IN A WORKMAN LIKE MANNER.IN S7O-784-8396 Roof 32.2 LER, AND/ OR HIS AGENTS, IS TO BE DO !1 1.. ACCORDANCE WITH ALL APPLICABLE ADDITIONAL SPECIAL CONDITIONS AND/OR LIMITATIONS AND/OR ITEMS STATE USE ONLY CALCULATION PACKAGE SUBJECT TO LOCAL INSPECTION: 1 -9 RESCHECK COMPLIANCE CERTIFICATE t?EPARTMENT.:OF STATE CODES ID1vISfoN``` �: _ 1 1 STRUCTURAL CALCULATION ALBAiNY,NY 122311-: :'.:':`::'<:.::,. Still otAppro�ral four a System,Model;or Co M:-';;. .°.''' .. 7co/'�%s1 -2 .PARAPET CALCULATIONS Mantafactufsrti No. -;ry Appllcetlori Na. ;:bete of Approval`::•'.'• 1110=i This uppmw is applicable only to those canponenti 6t the to i);q manufachoed b rigs ihst iKe ftsrleated and ass4embled iii the 0c wy"manufacturers facility- This 1 -68 WIND SC SEISMIC C A LC U LAT I O N S a1>A shad not Mfftt the manata)cturet k0ft ieWSibitity for d6iations errors.or anis W from the approved d=m*tnb. I V �`" ' `'"°�` ��t� `"' 1 ` '°`�'0deEnforcement°t`" ` 1 -3 ALLOWABLE BEARING STRESS (APA TT-001 B) C - Jo n R.Addario ":. Don Thomas Jr 1 -42 REPORT SEG 0915--026 1 -27 PRODUCT SPEDS MANUFACTURED BY LIGHT AND VENT SCHEDULE 1x3 FRAME BOAR 2010 RCNYS CHART PER TABLE R301 .2. 1 .2 NOTE: 0 - DUE TO NUISTURE CONTENT OF WOOD, SOME ///'!'�J #NSIDE DIMENSIOPTO BE LARGER THAN FASTENER SPACING SHRINKAGE MAY OCCUR IN THE FACE WIDTH / FLOOR GtA55 8L OF ABET FL of FASTENER OF THE LJMBER DUE TO NATURAL LUMBER .....w.. ROOM NAME AREA AREA FLooR AREA FLooR OUTSIDE DIMENSIQ OF :THE WINDOW FRAME, TYPE PANEL SPAN 4' < PANEL 6' < PANEL SEASONING PROCESS AND MAY EFFECT THE 101 BEDROOM 1 157.99 83.23 12.64 13.64 6.32 AND FASTENED TISOLID FRAMING MEMBER < OR = 4' SPAN SPAN' EXTERIOR FINISH APPLICATION, EXTERIOR Industries Inc. 103 BEDROOM #2 120.52 35.45 9,64 11.66 4.82 BEHIND SIDING. < OR = 6' < OR = 8' FINISH fNSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER 105 N ROOM 21s.o1 4s.s2 17.28 10.01 s.s4 NO. 6 SCREWS 16 12 g FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK 112 BEDROOMI #3 131.59 39.95 10.53 11.66 5.26 __ _ _ ,� t� rr ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE � 114 BEDROOMt #4 143.40 43.43 11.47 11.66 5,74 -" - �" -' / SCRANTON, PA 18504 KIT / DINI 313.90 41.58 25.11 47.26 12.56 NO, 8 SCREWS 16" i 6" 12" / BuNder LVING ROOM 313.90 41.58 25.11 47.26 12.56 / 1. FASTENERS SHALL BE INSTALLED ON OPPOSING ENDS OF /Dealer: Customer: - THE. WOOD STRUCTURAL PANEL Re4a Drazic MUSIC ROOM 215.20 76.24 17.22 50.90 8.61 _ _ - - -- - # 2. . FASTENERS SHALL BE LOCATED A MIN OF 1" FROM THE Drawn By: Revised By; I EDGE OF THE PANEL. PBW 8--1 -16 PBW SSB M#N. 3. FASTENERS SHALL. BE LONG ENOUGH TO PENETRATE Date: Eng �: Roof Drains Req'd THROUGH THE EXTERIOR WALL, COVERING A MIN OF 1.75" 1 1--3-15 15-1002 Roof Area - 3002 Sq. Ft. Drain Leader - 3 in. ( INTO WOOD WALL FRAMING, A MIN OF 1.25" INTO Scale: Serial #: Checked by: CONCRETE BLOCK OR. CONCRETE, OR INTO STEEL N/A _-__ Rain Fall Rate - 3.1 in./hr I FRAMING: BY AT LEAST THREE THREADS. FASTENERS SHALL Model: 1-Drain Handled Area = 1,096 Sq. Ft. - ._... _.. ..,._ _.._ -I Drains Req'd = 3 TotaE BE LOCA TED A MIN OF 2.5 FROM HE EDGE OF Drazic Res I CONCRETE BLOCK OR CONCRETE. Total Provided 5 I 4. WHERE: SCREWS ARE ATTACHED TO MASONRY OR This drawing is the property of SIMPLEX and is loaned upon Ref. Table 1106.3 of the 2010 Plumbing CODE _I ASONRY%STUCCO, THEY SHALL BE ATTACHED UTILIZING condition that it is not to be reproduced or copied in whole for Handled Area VIBRATION-RESISTANT ANCHORS HAVING A MIN or in part, ar used for furnishing information to others, or for WITHDRAWAL CAPACITY OF 490# Rainfall Rate Per Table D-1 : Appendix D any other purpose detrimental to the interest of SIMPLEX and (3)Roof Drains Provided by Modular Manufacturer will be returned upon request to SIMPLEX INDUSTRIES, INC. (2) Procvided by G.C. REVISIONS Warning: It is a violation of the NYS Education Law Article 145 1 for any person, unless he is acting under the direction of a PREFABS licensed Professional Engineer, to alter this item in any way. T H E MODERN MODULAR 21 BY RESOLUTION : 4 ARCHITECTURE 180 ! 78 76 : :74 i 72 170 t %68 1 ,66 64 62 0 58 56 54 152 150 48;4644142140;8}36;34,32 3028 Q6 24 22 2018 116 i14 si 2 10 8 14 t3 � NOTE: BASED ON "SURVEY OF LOT 3, MAP OF HONEYSUCKLE HILLS FILE NO. 7019, FILED OCTOBER 16,1981.,. S.C. TAX NO, 1000-99-03-4.3 " BY NATHAN TAFT CORWIN III , APRIL 2015 IN \ IN COORDINATE,AND RELOCATE / \ ! \ _ _ ♦ ! \ , i , 1 t t s y t , i t t ! t , t t , t 1 t it 1 , ! EXISTING UTILITIES AS REQUIRED, • \ 1 t 1 / ! \ �� ` \ \ ' } t ! t 1 t i t ! 1 ! 'l ! ! 1 1 t t i \ t t t t ! ! ! ; { ! ! } y COORDINATE NEW LOCATION WiTH t i [ARCHITECT ' � �2 - t i ! ! ? , 1 1 ! ? 's t ! 's t t i i 't t t t t s i i 1 1 ! 1 EROSION CONTROL NOTES: N—M......,,..•.-..� i 1 } ! 1 ADDITIONAL SILT FENCE AND EROSION CONTROL 84 \ \ \ \ \ ! ! t t i i 1 t t 1 ! } 1 t ! i i t ? ! ! t '. I l i i Iti ! i t ! i ! ; i t MEASURES MAY BE REQUIRED THROUGH THE COURSE OF y ' I t s ? i 1 ! ! i i ! ; i l ! ! 1 ! ! ! 1 i ! ! ! ? I ! ? CONSTRUCTION AS REQUIRED BY THE VILLAGE OR\ 1 CONSULTING ENGINEER. \ t t t t t t 2 PROVIDE TEMPORARY STABILIZATION SEED AND MULCH \ \ \ \ \ \ \ ~~ \ ! ! \ i t ! i t } ' i i ! 1 i 1 1 I ! ! ! t i i ? i ! i ? 1 I ) { \ \ ♦ \ \ / w \ t ! OR APPROVED EQUIVALENT) TO ALL DISTURBED AREAS TO `. `` \ \ i 1 t \ ? :� t ! I 1 \ t i t i t t 1 ! i t ! ! ? ! t ! ! i i ! 1 ! i j t i ! ! ! i ' BE LEFT IDLE FOR 21 DAYS OR LONGER, PROVIDE TOPSOIL, \ ! , 1 SEED, AND MULCH WITHIN SEVEN DAYS FOR ALL DISTURBED 86 �. \ .. ..... \ \ \ `� \ — — ~ it \ ! t i ! ! t t , i \ ! t ! ? 1 i ? ! i S t i i t ! i ! 1 i [ ! i 1 ! ! ! ! ! AREAS WHERE WORK IS COMPLETED. \ \ \ \ `� ti �• ~ \ \ ` �• v \ i! \\ i \ i i i i t t y' t s t i i t t' i t y 1 !1 ? i t it 1 k t li ! ! ! 1 ! i ? ! I t ! !s (! !, ! ! t !\ 3) ALL DISTURBED AREAS NOT COVERED WITH HARD 86 i IMPROVEMENTS OR LANDSCAPING SHALL BE TOPSOiLE D, `` `` SEEDED AND MULCHED WHIN SEVEN DAYS OF FINAL DISTURBANCE, IN . • - • , ^�: . ..... __ 1 ! i , s s s 1 t i 't i t s \ \ t , s i s i t t , t 86 \ �• \ ' I ; , ? i i O 4 MEASURES FOR THE CONTROL OF EROSION AND \ \ \ ! i t SEDIMENTATION SHALL BE UNDERTAKEN IN ACCORDANCE \ — \ \ \ \ \ \ \ t i 1 t ! ' t ! '' t t i 1 t ± ! i i t i ! t t t t t i + ? 1 i ! i l ! ! t WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS - i s FOR EROSION AND SEDIMENT CONTROL (EMPIRE STATE N \ \ 1 t \ t 1 t s i1 I ' ' i ! ' ! s ' t ` 1 ! ! I CHAPTER OF THE SOIL AND WATER CONSERVATION, 2005 11 \ ( " \ \• : \ 1 t ' 1 t t ; i t i ? i 1 ! 1 1 ! ! t t ! ! i , OR THE MOST RECENT VERSION INCLUDING APPLICABLE UPDATES OR ITS SUCCESSORS) OR ITS EQUIVALENT i \ , i t 1 \ \ t i t I 1 t t i t i t t t i t t 1 t ! ! t ! t i \ i 1 t I t t SATISFACTORY TO THE APPROVING AUTHORITY. 1 \ \1 • • • •\ \ •� \ \ '` i i t ( t t ,, \ i i t ` 1 t I ; i t t ! t ! 1 ' ; 1 '. i 1 I i t ! ! i t t i ; ! 1 , i { i • •' •' . . .. \ .` ` ♦ \ ,t . . . ,\, ``•\ \ \ \ � •� ..- ,� ! \ 1 ( ? t \ 1 ! y ! ! i i t t ! 1 ! i 1 1 i ! I 1 t ! \ \ \,\ ,i i \ \ \ \ ss \ ♦ i !s 1 ! i i s ! i 11 ! ! t `! ! '! ti !, ? ! ! ! !i 'i si ! si sI ? 1s ,i sl (t II �? t1 1 t I t ! s ! ` i f IN, IIIIIIII►� ,, _. ... ! i` s ! i i ! '• ! ! I l i ! s t I ! ? 1 i l ! i i i I ! i t ! I ? i i 1 +i 1 I 'I ? ! ! ! ! t V J , - • • • . •.,. . .� __ ! \ i 3 \ .. .._ .. ( I t s € l I I I t t ! i + t ! ! i ! � ! ! ! ! t ! i i ! ! i ! ! { ? ! 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GH WATER MA E CLEAR r t \ \ �! i _; 1L j CLEME ING t , �L t. I 1 t t t i i , t t t 1 t .,h A t i t O EDGE t ° t __t 1 t e t /'e j ' / t t t } Qc \ t \ _.__ .. d ' �• � BULKHEAD , \t `\ \ \\ \ t\ tt 1 t t i\ \ t \t \ tt 1 `t it 15 1 ' •g , :jli \ 11+� t t + \ !! ,\ 1 I! t ,t t\ It ,\ t t `1 t i I PROPOSED �� -� �T=-'=�= \ \ ! \ \ . t , t ! \ \ \ \ \ \ \ \ \ \ \ \ ' t TOE OF BLUFF ! EDGE OF _CLEARING \ \\ LBUILDING \ \ \ \ \\ \ \ \•\ \ \ i t \ t \ `! t :. \ \ i i \ \ \ 1 t t R j l h k �i ..Ji .T \ STAIRS \ t+� ,� \ \ ! \ \ \ \ \\ \ ti \ !\ \ \ \\ \ !! \\ t \ 1 1 t\ ' 1 tl i', \ \ 1 1 t t / \ :I t \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` Q \ t ; \ ,OI` 1 1 ;Oi 1 1 -r{ ! �o t7Z, \ {I \ i ' \ \ ` \ \ \ \ \ \ 1 10,. 1 1 \ t 1 t\ \ POt:�• s !. �' : \ ! ` !;'\ \ \ \ �•\ 1 .1 , i t , t 't rn oq2 1 ! t :, \ ti€ a 1 \ \ \ \ \ \ \ \ \ ' \ ! \ \�' �\ 1 i �' 1 q t t t rt i t t il�'t 1 1 ! i ! 'rte' ! �� a ! \ \ \ \ \ i ,i r }p �. �' \ i i 4 ! !� ! \ \ \ ? \ j t 1 t 1.. \ : t t i \ s I t 4 \ \ ,• t !' t \ \, \ 0 D R GRADE €€, I \ \ ! \ \ t \'Y x \ \ \ Min \ \ \ t t t i 1 t 1 \ ' �1• t� `! ' • .O i \ , ,' ! i 1','' . s e r \ \ \ \ Iy i ' I t 1 i i •'�'.'. '! t 1 'R 1 \ \ t ',f1 1.7G t + ! 1 ! 1 , i t 1 t , i 1 t t t ,t ! t ' t ! i J 7 \ \ t 1 s t ; i ' .---� �-�• , t i . . •� : I y \ � i 1 I t •. s 1�1 t i t ' �., �� 1 s �.• J „� .. l ., ,�,, \ ! \\ t 1 t � I I L,. ,`'' ! r rl.. I � \ �, t i t \ '\ s t \ t i t t 1 1 ! ,t t t t 1 t i i 1 t s •1 4 i t 1 �; 1 x ! t t \ \ t , , SETBACK \ \ , I ` 1 ! FRONTS \ t t I !. t ( t i \ 1 \ \ i, r`1 \ \ t i i i i \ t i i t ➢ ! 1 ! i 1 t i t \ t t s i i ! ', i t t t i - . . 1 ! f . . . . . . � 1 l , "� \.. •' � IK' �. t \ y\ \ i 1 t t 1 \ t t t:O \ t ? ! � 1 t t 1 ' I ' , . • , \ \ \ \ , •t }: I' I 1 i I 1' 1: ' �a;:.;,., •`R •�� �A \ \ t t , t t � �.� ti t '1 t t t ; BUILDING t \ \ \ o STAIRS \ ,.1 to •� 1 _._... ........-------- X ,, —... __ '!".'— \ 1 \ \�e—�t-\----4—•--t—•—' \ ` \ 1. 1 \ t \ t l� t ` ' 0' ;�”\ ^�6 Y ,lf.�{`r..,,Y",�• `,�•"•\i`",`�,. l.•. /�, `"�^1C ...,ir r` \ \ , It \'1 t ,\ , \ Ep \ r., Y i \ \ ss \ �t \t \ i i \,' \t 1\ \\ •\ 1"Z tt tt is ti i 1 ? 1 C) 1 ! , >- ,-�� w \01a ` � ~, Y_ t \ \ ! \ \. \ PROPOSED` EDGE` .pF CLEARING \. \ ! tt i ` �'�, r� T�rµ Lour 3 I \ 1 t ! a I ! i \ \ 1� Y\t y (n \\ �•. , *� �F� �� i/' r 4 "� i t t 1 \ \ \ \ \ \` � \ \ t \ \ \ t `i t 1 1 \ Yy'�' ::.i• ,^ '.,` ''`j" • ! i } �Y (y� r ..'V..�,..,�,,.,,,��••`t •^•,y -��•�. ^. r 1!'._.��'"�J�"� ."k ',�f' t .. .... _._ .— .... w t \ •�•l^,, \ `� •1 \' •� 1 ! i • ' ! •t i l \ ` \ \ \ ,\� � ! � i '�`� Y 4'�'�•a� ��''f r�x \ i ` 1 ` t �\ \• `5. -� `` '\_.. \ ,r^• ? \ t \ t 1 t i� t \ t j 1 i 1 i t i t i ! i , 1 I l 4 ! se ! 4 ! , 1 , ! , PROPOSED EDGE OF,.CLEARING y. \` � i 1 i I �t l��€ �t'� I ' 1� IFo t' I I ,h ut., IEWuni uF�Z)-€� IWMI r, p trAnul lL'A � Im=I t� 36 �8 1 mwl6, WAIS"A ym I`� 2I�s� l t cl.' 6a I 1r � «sI €,� � s t i 1 ! 1 t i 1 t ! i i t t ? i i r ? t ! i I 317.50 S2� 5950 E J 1 t i \ \ ! ! t t t ti i \ i. \ ~ 90 s89 !88 487 8f si35 $4 :$3'82 :81 80 179 :78 .:.. : :::\77 176 +75 !74 !73 72 71 17069 68 67666564 ',62 160 68'86 6452 50,48+46!44421403836343230'28262422,2018;6' 190 191 x92 493194 `95'x96 96 \95 94 -..93 —92 91 SITE PLAN PHOTO NO. 58-541. '83��SHEET 3 OF 49 COASTAL EROSION .HAZARD AREA MAP MANUFACTURED BY ! COASTAL EROSION .HAZARD LINE AS SCALED FROM NOTE: o EXISTING 100'-0" SETBACK FROM TOP OF BLUFF t DUE TO MOISTURE CONTENT OF WOOD, SOME TOPOGRAPHY AS PER 100'-0" REAR SETBACK !so'•: SHRINKAGE MAY OCCUR IN THE FACE WIDTH //�!� 16DX SURVEY BY NATHAN OF THE LUMBER DUE TO NATURAL LUMBER �...w TAFT CORWIN III SEASONING PROCESS AND MAY EFFECT THE Industries Inc. EXTERIOR FINISH APPLICATION, EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FiNISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SCRANTON, PA 18504 Builder/Dealer: Customer: Re4a Drazic Drawn By: Revised By: PBW 8-1 -16 PBW Date: Eng #: 11-3-15 15-1002 Scale: Serial #: Checked by: Model: Drazic Res This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS La Article 145 RS 2. . Warning: It is a violation of the NYSEducation w P E for any person, unless he is acting under the direction of a 1 licensed Professional Engineer, to alter this item in an way. THE MODERN MODULAR 2 BY RESOLUTION : 4 ARCHITECTURE TYPICAL ABBREVIATIONS: BY OTHERS. SHINGLES MAY BE FURNISHED BY OTHERS AND FIELD INSTALLED. GENERAL NOTES' ADD'L = ADDITIONAL 22. ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED AFF = ABOVE FINISHED FLOOR AP = ACCESS PANEL DIRECTLY TO THE UNDERSIDE OF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH BSMT = BASEMENT 1 . ANY ADDITIONS SUCH AS GARAGES AND PORCHES SHALL BE DESIGNED AS SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST RAIN AND SNOW, BTU = BRITISH THERMAL UNIT INDEPENDENT STRUCTURES NOT SUPPORTED BY THIS DESIGN AND COVERED WITH CORROSION RESISTANT MESH WITH 1 /8" MIN. TO 1 /4 ji MAX CFM = CUBIC PER MINUTE OPENINGS. CLG = CEILING 2. FLOOR PLANS MAY BE FLIPPED, MIRRORED OR BOTH CLG ACC PAN = CEILING ACCESS PANEL 23. APPROVED WATER RESISTIVE BARRIER REQUIRED UNDER: ALL SIDING TYPES. BARRIER CLO = CLOSET 3. CLOSETS MAY BE OMITTED BY CUSTOMER REQUEST. SHALL BE INSTALLED HORIZONTALLY WITH 2 IN MIN UPPER LAYER OVERLAP OVER CO = CARBON MONOXIDE DETECTOR CON = CONNECTION LOWER LAYER. CPVC = CHLORINATED POLYVINYL CHLORIDE 4. HABITABLE ROOM SIZES SHALL BE A MINIMUM FLOOR AREA OF 70 SQ. FT. WITH A AND AT LEAST ONE E HAB(TAB L.E SPACE CT = COUNTERTOP MINIMUM HORIZONTAL DIMENSION OF 7 FEET 24. SAFETY GLAZING (TEMPERED GLASS) REQUIRED {N THE 'FOLLOWING LOCATIONS: PER D = DRYER WITH A MINIMUM FLOOR AREA OF 120 SQ.FT. SECTION 308.4 OF THE 2010 RCNYS. DBL = DOUBLE DIA = DIAMETER DVW = DRAIN, WASTE, VENT 5. SPACES MEETING MIN. HABITABLE SPACE REQUIREMENTS SHALL COMPLY WITH 24. 1 . GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD EA = EACH HABITABLE SPACE REQUIREMENTS FOR LIGHT, VENT AND EGRESS. DOORS. ELEC = ELECTRIC EXT = EXTERIOR 6. THE MAIN EGRESS EXIT MUST BE A MIN. OF 3'-0" x 6'-8" AND SHALL BE SIDE 24.2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TOA DOOR F = FAHRENHEIT FB_ = FLOOR BEAM # HINGED. WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF THE DOOR IN FG- = FLOOR GIRDER # A CLOSED POSITION AND WHOSE BOTTOM EDGE IS :LESS THAN 60 INCHES ABOVE FLR = FLOOR 7. EXTERIOR DOOR'S SHALL NOT SWING OVER STAIRS WHEN A LANDING IS NOT THE FLOOR OR WALKING SURFACE. FRMFT G = FRAMING AVAILABLE. = FOOT OR FEET 7. 1 . EXCEPTION: STORM-SCREEN DOORS ARE PERMITTED TO SWING OVER STEPS. ZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL MUST MEET ALL THE GA _ GAUGE 1 24.3. GLA ( GYP = GROUND FAULT INTERRUPTER T "IN FIELD OR ON SITE" ARE BUILDER CONTRACTOR FOLLOWING): - GYPSUM HB- - HIP BEAM # 8. ALL NOTES PERTAINING 0 / HDR - RESPONSIBILITES. 24.3. 1 . INDIVIDUAL PANE GREATER THEN 9 SQ.FT. HDWR = HEADER 24.3.2. BOTTOM EDGE OF GLAZING LESS THEN 18" ABOVE FLOOR = HARDWARE „ INT � HEIGHT 9. KITCHEN AND/OAR BATH CABINETS AND FIXTURES MAY BE FURNISHED AND INSTALLED 24.3.3. TOP EDGE OF THE GLAZING IS MORE THAN 36 : ABOVE FLOOR. JB OR JBOX - INTERIOR ON SITE BY OTHERS 24.3.4. ONE OR MORE WALKING SURFACES .:ARE WITHIN 36", MEASURED HORIZONTALLY LBS = JUNCTION BOX AND IN A STRAIGHT LINE, OF THE GLAZING LIN - POUNDS 10. ATTIC ACCESS TO BEA 22" X 30" CLOSABLE AND INSULATED OPENING LOCATED IN A LVL = LINEN OR OTHER ACCESSIBLE LOCATION. MAT'L � LAMINATED VENEER LUMBER HALLWAY 24.4. ALL GLAZING IN RAILINGS REGARDLESS .0..F ..AREA OR HEIGHT ABOVE A WALKING MATERIAL MAX. = MAXIMUM SURFACE. INCLUDED ARE, STRUCTURAL .BALUSTER PANELS AND NONSTRUCTURAL MIN. = MINIMUM 11 . KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND INFILL PANELS. MPH _ MICRO LAM BEAM INSTALLED ON SITE AFTER PAINTING AND/OR FASTENING IS COMPLETED. KITCHEN - MILES PER HOUR T CABINETS ARE TO BE INSTALLED PER APPROVED PRINTS, INCLUDING 24.5. GLAZING IN ENCLOSURES FOR OR WALLS_,,:' FACING HOT TUBS, WHIRLPOOLS, O.C.NY = NEW YORK AND/OR BATH ELECTRICAL & PLUMBING. SAUNAS, STEAM ROOMS, BATHTUBS AND ` ;SHOWERS WHERE THE BOTTOM EXPOSED = ON CENTER DEPARTMENT OF STATE GOOFS DIVISION OSB _ ORIENTED STRAND BOARD E - - EDGE OF THE GLAZING IS LESS THAN ` 60". MEASURED VERTICALLY ABOVE ANY. ALBANY, Stamp otApprovaf for a System.Model,or Co po nt PLF = POUNDS PER LINEAR FOOT 12. A SMOKE DETECTOR ARE REQUIRED TO BE INSTALLED IN EACH SLEEPING ROOM, STANDING OR WALKING, SURFACE. - � �-�'� - t. PLYWD _ PLYWOOD Manufaaurefs No. Application No. Date of Approval PROV'D - PROVIDED OUTSIDE IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL ttIQTiCE:This'approvalisappitca*onlytothosecomponentsofthefactorymanutactuned PSF - POUNDS PER SQUARE FOOT that are fabdwed and a..aernbled in the factory manufacturers facitity. This STORY OF THE DWELLING INCLUDING BASEMENTS. 24.6. GLAZING IN WALLS AND:<;FENCES ADJACENT :=TO : INDOOR AND OUTDOOR SWIMMING approval �m3�a�e<fromrespon�ilityfordeviation$.error$,or PSI - POUNDS PER SQUARE INCH . .... ... :.. ., omisaron f�orY►tf>eapf oo��r�ts:...;, . - POOLS,. HOT TUBS AND` SPAS ' WHERE::-.,T1 E -;BOTTOM EDGE' O F THE GLAZING I S LESS AN site related work be reviewed for approval by the focal pose Enforcement offiaat- PVC = POLYVINYL CHLORIDE MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN EACH DWELLING UNIT ON THAN* 60" .MEASURED HORIZONTALLY': ANC) ` l:N. A STRAIGHT. LINE, OF THE WATERS By �� -=1 s . - QT = QUANTITY 13. CARBONT . � on M Jo n R.Addario ANY STORY HAVING A SLEEPING AREA AND ON ANY STORY WHERE FUEL-FIRED o Thomas Jr RCNYS RB _ EDGE: THIS SHALL APPLY TO :-,SINGLE; GAZING AND ALL PANES IN MULTIPLE EA NY RIDGE B APPLIANCES AND EQUIPMENT, SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT, GLAZING.., REV. = RESIDENTIAL C O NEW YORK STATE S ARE LOCATED. - (REVISED OR REVISION FIREPLACES OR ATTACHED GARAGE REQ _ = REQUIRED RO = ROUGH OPENING 24.7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS ::;AND' RAMPS WITHIN 36 ?�� " ;_# £;. SAN 14. WASHING MACHINE AND WATER HEATER ARE LOCATED PER PLAN, `,v, , ,,.�k, ,^^;, , SD SANITARY NORLZ�NTALLY OF A WALKLNG SURFACE WHEN .THE EXPOSED` SURFACE OF THE f. :f.," ,ts�, , ja.> - SMOKE DETECTOR GLAZING IS LESS 60" ABOVE THE PLANE 'OF THE ADJACENY WALKING SURFACE. `' �` SECT CES OR ANY HEAT PRODUCING EQUIPMENT IN , SECTION T A z . !a . FIREPLACES WATER HEATERS, APPLIANCES, i F. , ? - 3. S.F. 15 - .tis i >`,•:F.",tY•C.�; �,"x` SQUARE FOOT / FEET SHALL BE INSTALLED 1N COMPLIANCE WITH THE LISTEDSHGC ?;... .. i ENCLOSED SPACES :'STAIRWAYS WITHlNG �- 60::.. HORIZONTALLY H BOTTOM ,>r .4 .,,.,rt. f' SOLAR HEAT GAIN COEFFICIENT 24.8. GLAZING ADJACENT TO, IZONTALLY OFT E S SHTG _ SHEATHING MANUFACTURER INSTRUCTIONS, AND ALL STATE AND LOCAL CODES. " � :; .,�. 3;� � - ,.. r ,,r THING r>s TREAD. OF A : STAIRWAY;; IN ANY :DIRECTION::;";WHEN THE EXPOSED SURFACE OF THE , . w.,a�� S/L - SHIP LOOSE ." 16. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS, WALLS, AND CEILINGS GLAZING IS LESS THAN 60ABOVE :THE NOSE - OF THE TREAD. SPF = SPRUCE PINE FIR SUPP = SUPPLY SHALL HAVE SUCH OPENINGS FIRE-STOPPED PER R602.8 OF THE 2010. RCNYS. 08/01/16 TEMP = TEMPERATURE 25. ANY STRUCTURAL GLUED`: LAMINATED TIMBERS :THAT ARE EXPOSED MUST BE PRESSURE T&G = GS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF TREATED OR PRESERVATIVE TREATED. TRTD TONGUE & GROOVE 17. HOLES, OPENINGS, - TREATED Y BE COMPLETED IN FIELD IF DONE IN SUCH A MANNER AS. NOT TO TYW _ TYPICAL EQUIPMENT MAY > AFFECT THE INTEGRITY OF THE STRUCTURE. 26. WHERE LEDGERS ARE, REQUIRED, A MIN: 2X2 LEDGER MUST. BE USED, OR A JOIST - WASHER HANGER IN PLACE OF LEDGER. WP WITH WP WATERPROOF 18. 18. COMBUSTION AIR SUPPLIED FROM EXTERIOR. F INTERMEDIATE GUARDRAILS AT STAi'RWAYS SHALL BE SUCH THAT A 4" GENERAL NOTES 27. SPACING 0 19. ROOF COVERINGS SHALL BE LISTED AS CLASS 'C' OR BETTER. SPHERE CANNOT PA' S THROUGH. MANUFACTURED BY NOTE. , 20. ALL PIPING AND DUCTWORK IN UNHEATED SPACES IS TO BE INSULATED IN 28. THE MAXIMUM SLOPE FOR ANY ACCESS RAMP.:--.SHALL BE 1 : 12 PER 2010 RCNYS. DUE TO MOISTURE CONTENT OF WOOD, SOME 16DX SHRINKAGE MAY OCCUR IN THE FACE WIDTH COMPLIANCE WITH STATE 8c LOCAL CODE REQUIREMENTS. OF THE LUMBER DUE TO NATURAL LUMBER ,> SEASONING PROCESS AND MAY EFFECT THE Indust ries /Inc. 29. ANY DECK, PORCH, RAMP, OR STEPS, REACHING : A` HEIGHT GREATER THAN 30 ABOVE EXTERIOR FINISH APPLICATION. EXTERIOR „ FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES 21 . ROOF SHINGLES ARE FACTORY INSTALLED, EXCEPT AT RIDGE AND HINGE. POINTS OF THE FLOOR OR GRACIE ARE REQUIRED TO HAVE .:GUARDS AT LEAST 36 ABOVE THE EXTERIOR FINISH MATERIAL MANUFACTURER ROOF. SHINGLES FOR THOSE AREAS ARE FACTORY FURNISHED BUT FIELD INSTALLED WALKING SURFACE. FOR RECOMMENDED BLE W INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SCRANTON, PA 18504 30. POWER RANGE HOODS AND FANS ARE TO BE' ::EXTERIOR . VENTING TYPE WHEN Builder/Dealer: Customer: POSSILBE. A RE-CIRCULATING HOOD (MIN 1 :0().:; CF.M) MAYBE USED IF NATURAL Re4a Drazic VENTILATION REQUIREMENTS ARE PROVIDED. Drawn By: Revised By- VENTILATION 8-1 -16 PBW Date: Eng #: 31 . CAULKING AND SEALANTS IN THE EXTERIOR ':.:E NVELOPE MUST BE IN COMPLIANCE WITH 11 -3-15 15-1002 Scale: Serial #: Checked by: ENERGY CONSERVATION CONSTRUCTION CODE: :':ALL . JOINSTS, CONNECTIONS, AND N/A ----- ---- PENETRATIONS BETWEEN CONDITIONED SPACE. :'AND.`' UNCONDITIONED OR OUTSIDE SPACE Model: MUST BE SEALED. Drazic Res This drawing is the property of SIMPLEX and is loaned upon 32. ONLY CEMENT FIBER=-CEMENT AND GLASS MAT'. GYPSUMBACKERS SHALL BE USED AS condition that it e not f be reproduced io copied e whole or in part, or used for furnishing information to others, or for BACKER ON TILED TUB AND SHOWER WALL. N.O . GREEN BOARD GYPSUM BOARD SHALL any other purpose detrimental to the interest of SIMPLEX and BE PERMITTED. will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS 33. MIN. FLAME SPREAD CLASSIFICATION OF . ALL FINISH MATERIALS SHALL HAVE A RATING p A Q CWarnin : It is a violation of the NYS Education Law Article 145 C I0N R315 F THE 2010 RCNYS. P 1� E F V J R 4 Warning: OF LESS THAN 200 PER SET O for any person, unless he is acting under the direction of a - 2 licensed Professional Engineer, to alter this item in any way. 34. GARAGE FLOORS MUST SLOPE TOWARD OVERHEAD DOORS OR TO A DRAIN IN THE THE MODERN MODULAR FLOOR. BY RESOLUTION : 4 ARCHITECTURE j WINDOW/ EXTERIOR DOOR SCHEDULE WINDOW GLASS SUPPLIED BY INSTALLED BY NO. LOCATION TYPE MANF. DESCRIPTION UNIT SIZE (WxH) AREA VENT U-VALUE SHGC GLASS TYPE REMARKS MANUF. IG,C, MANUF. G.C. 001 004 PLAYROOM Cl ANDERSEN A-SERIES CASEMENT T-11" x 4'4" 9.76 10.72 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED BASEMENT EGRESS (Supplied by Manuf installed on-site by others (***)) X X 002 -6-04-PLAYROOM P1 ANDERSEN A-SERIES FIXED 7'-10"x 4'-9" 30.06 - 0.25 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED (Supplied by Manuf. Installed on-site by others (***)) X X 003 004 PLAYROOM Cl ANDERSEN A-SERIES CASEMENT 2'-l1" x 4'-9" 9.76 10.72 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED BASEMENT EGRESS (Supplied by Manuf. Installed on-site by others (***}} X X 004 004 PLAYROOM Cl ANDERSEN A-SERIES CASEMENT 2'-11" x 4'-9" 9.76 10.72 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED BASEMENT EGRESS (Supplied by Manuf, Installed on-site by others (***)) X X 005 004 PLAYROOM P1 ANDERSEN A-SERIES FIXED 7'-10"x 4'-9" 30.06. - 0.25 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED (Supplied by Manuf. Installed on-site by others(***)) X X 006 004 PLAYROOM Cl ANDERSEN A-SERIES CASEMENT 2'-11" x N-9" 9,76 10.72 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED (Supplied by Manuf, Installed on-site by others{***)) X X 007 001 STORAGE D4 ANDERSEN EXTERIOR SOLID SWING DOOR 64"x V-0" N/A N/A BASEMENT EGRESS(Supplied by Manuf. installed on-site by others X X 101 101 BEDROOM 1 CM5 ANDERSEN A-SERIES FIXED+A-SERIES CASEMENT 13`-10" x 5'-11"/ 13'-10"x 2'-2112" 83.23 13.64 0,22 0.21 ALPEN GLASS 5L-TRIPLE'PANE, LOW-E ARGON FILLED BASEMENT EGRESS, (3)STANLEY FULL MORTISE WIDE THROW BUTT HINGES X X 105 116 HALL P2 ANDERSEN A-SERIES FIXED 6-4 1/2"x T-10" 34.77 - 0.25 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED SLEEPING ROOM EGRESS X X 106 116 HALL D3 ANDERSEN A-SERIES SLIDING GLASS DOOR 10'-1 1/2"x 8'-1 1/2" 52.34 20.7 0.26 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 107 106 KITCHEN D2 ANDERSEN A-SERIES SLIDING GLASS DOOR 6'-101/2"x V-1 112" 20.79 23.63 0.26 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 108 106 KITCHEN D2 ANDERSEN A-SERIES SLIDING GLASS DOOR 6-101/2"x V-1 1/2" 20.79 23.63 0.26 0,17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 109 109 LIVING ROOM D2 ANDERSEN A-SERIES SLIDING GLASS DOOR V-10112"x V-1 1/2" 20.79 23.63 0,26 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 110 109 LIVING ROOM D2 ANDERSEN A-SERIES SLIDING GLASS DOOR 6-101/2"x 8'-1 1/2" 20,79 23.63 0.26 0,17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 111 110 MUSIC ROOM D2 ANDERSEN A-SERIES SLIDING GLASS DOOR 6-10112"x 8'-1 1/2" 20.79 23.63 0,26 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 112 110 MUSIC ROOM D2 ANDERSEN A-SERIES SLIDING GLASS DOOR 6-7 1/2"x 8'-1 1/2" 19.84 22,55 0.26 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 113 110 MUSIC ROOM CM2 ANDERSEN A-SERIES FIXED+ A-SERIES AWNING T-6 x T-10" 19,17 4.72 0.22 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 114 110 MUSIC ROOM P1 ANDERSEN A-SERIES FIXED 2'-10"x T-10" 16.44 - 0.23 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 115 111 BATHROOM 3 Al ANDERSEN A-SERIES AWNING 5'-41/2"x 2'-0" 6.65 7.59 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 116 112 BEDROOM 3 CM1 ANDERSEN A-SERIES FIXED+A-SERIES CASEMENT 10'-01/2"x 5'-1 1/2" 39.95 11.66 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 117 113 BATHROOM 4 Al. ANDERSEN A-SERIES AWNING 5'-41/2"x 2'-0" 6.65 7.59 0,24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED SLEEPING ROOM EGRESS X X 118 114 BEDROOM 4 P1 ANDERSEN A-SERIES FIXED T-10"x5'-1 1/2" 32.79 - 0,27 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 119 114 BEDROOM 4 Cl ANDERSEN A-SERIES CASEMENT 2'-11"x 5'-1 1/2" 10.64 11.66 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 120 115 HALL Al ANDERSEN A-SERIES AWNING 5'-0"x 2'4" 6,13 7.02 0.24 0,17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED SLEEPING ROOM EGRESS X X 121 115 HALL P1 ANDERSEN A-SERIES FIXED 7'-10"x 2'-0" 10.04 - 0.23 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 122 107 ENTRY Cl ANDERSEN A-SERIES CASEMENT 2'-11"x 5'-7" 11.72 12.8 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 123 107 ENTRY P1 ANDERSEN A-SERIES FIXED 7'19'x 5`-7" 36.12 - 0.25. 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 124 107 ENTRY Cl ANDERSEN A-SERIES CASEMENT 2'-11"x 5'-7' 11,75 12.8 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 125 107 ENTRY D1 ANDERSEN HINGED GLASS DOOR w/ SIDELITE 6-1"x 8'-1 1/2" 21.38 20.72 0.27 0.16 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 126 105 TV ROOM Al ANDERSEN A-SERIES AWNING 3'-101/2"x 2'-0" 4.58 5.29 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E.ARGON FILLED X X 127 105 TV ROOM P1 ANDERSEN A-SERIES FIXED 6-8"x Z-0" 8.43 - 0.23 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED X X 128 105 TV ROOM P1 ANDERSEN A-SERIES FIXED 3'-6"x 2'-0" 4.06 - 0.22 0.21 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 129 105 TV ROOM CM2 ANDERSEN A-SERIES FIXED+ A-SERIES AWNING 3'-6"x T-10" 19.17 4.72 0.22 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED TEMPERED GLASS X X 130 105 TV ROOM P1 ANDERSEN A-SERIES FIXED 2'-19'x T-10" 16.44 - 0.23 0,21 ALPEN GLASS 5L-TRIPLE PANE:, LOW-E:ARGON FILLED TEMPERED GLASS X X 131 104 BATHROOM 2 Al ANDERSEN A-SERIES AWNING 5'-41/2" x 2'-0" 6,65 7.59 0.24 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED MORE THAN 60"A.F.F. (TEMPERED GLASS NOT REQ'D) X X 132 1103 BEDROOM 2 CM1 ANDERSEN A-SERIES FIXED+ A-SERIES CASEMENT 9'-01/2"x 5'-1 1/2" 35.45 11.66 10,26 0.17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E:ARGON FILLED SLEEPING ROOM EGRESS . X X 133 102 BATHROOM 1 Al ANDERSEN A-SERIF S AWNING 5'-4 l!2"x 2'-0" 6,65 7.59 0.24 0,17 ALPEN GLASS 5L-TRIPLE PANE, LOW-E ARGON FILLED MORE THAN 60"A.F,F. (TEMPERED GLASS NOT REQ'D) X X ALL WINDOWS ARE TO IIF ANDERSEN WINDOWS A-SERIES EXTERIOR:DARK BRONZE FINISH INTERIOR:FACTORY WHITE PAINTED FINISH IIARDWARE:SATIN NICKEL GLASS:HIGH PERFORMANCE,SMARTSUN LOW=E4IIEATLOCK TL'MPL'RLD AS RLQD ALL HARDWARE TO DE MARINE GRADE.CORROSION RESISTANT ALLOPERADLE WINDOWS AND SLIDING GLASS DOORS TO HAVE SCREENS.- G.C.TO PROVIDE PLYWOOD SIIUTTL'RS FOR ALL WINDOWS WITHOUTIMPAICT RESISTANT GLASS INTERIOR DOOR SCHEDULE DOOR HARDWARE DETAILS : : SUPPLIED BY INSTALLED BY NO. LOCATION TYPE DOOR PANEL SIZE THICK MATERIAL 1 FINISH HINGE HANDLE/PULL STOP 1 CATCH JAMB (HINGE) JAMB(STRIKE) REMARKS MANUF, G.C. MANUF. G.C. 001 001 STORAGE 01 2'•6" x 7'-8 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D OMNIA LEVER#12 STAINLESS STEEL - 08/AO.30 081 AO,30 X X 002 002 KIDS BUNKROOM 1 01 2'-6" x 7'-8 1/2" 13/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D:PIVOT HINGE-US260 OMNIA LEVER#12 STAINLESS STEEL 08/AO.30 08/A0.30 - X X 003 002 KIDS BUNKROOM 1 03 3'4" x 8'-0 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE JOHNSON POCKET DOOR HEAVY DUTY HARDWARE ACCURATE FLUSH PULL C82002B SATIN CHROME - 03.1 AO.30 :' 021 AO.30 ..: wl TUBUKAR EDGE PULL#161PDP X X 004 003 BATHROOM 01 2'•6"x T-8 1/2" 13/4' SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D, PIVOT HINGE-US26D OMNIA LEVER#12 STAINLESS STEEL : 1 - 081 AO.30 08,/AO.30'., . X X 005 004 PLAYROOM 02 2'4°x 7'-8 1/2" 13/4!' SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D SUGATSUNE 16 SERIES.:STAINLESS STEEL 1647. SUGATSUNE MC-TNO15SP-ULTRA THIN SS MAGNETIC CATCH 05/A0,30 05/'AO.30 - X I X 011 004 PLAYROOM 02 21-41"x T-81/2" 13/4' SOLID CORE FLUSH PANEL PAINT GRADE JOHNSON POCKET DOOR HEAVY DUTY HARDWARE SUGATSUNE 16 SERIES. STAINLESS STEEL 1647 SUGATSUNE MC-TN015SP-ULTRA THIN SS MAGNETIC CATCH 05/A0.30 05/A0,30 - X X 012 005 KIDS BUNKROOM 2 03 3'-2"x 6-01/2" 13/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-U526D ACCURATE FLUSH PULL CS20028 SATIN CHROME - 03/A0.30 021 A0.30 w/TUB UKAR EDGE PULL#161PDP X. X 013 005 KIDS BUNKROOM 2 01 Z'-6"x 7'-8 112" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.B. PIVOT HINGE-US26D OMNIA LEVER#412 STAINLESS STEEL": 08/A0,30 :, '..: 081 AO.30 - X X 014 006 LAUNDRY 01 2'•6"x 7'-81/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D IOMNIA LEVER#12 STAINLESS STEEL. - 08/A0,30,- :.:-,. 08/AO.30 - X X 015 006 LAUNDRY 04 T-91"x T-8 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE, STANLEY H.D. PIVOT HINGE-US26D 016 006 LAUNDRY 01 21-61"x T-8112" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D, PIVOT HINGE-US260 OMNIA LEVER#12 STAINLESS STEEL - 081 A0.30 081 A0,30 101 101 BEDROOM 1 01 21-61'x T-9 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D OMNIA LEVER#12 STAINLESS STEEL' ='> 11/.A0.30 11/Afl.30 X X 102 102 BATHROOM 1 01 2'-6"'x 7'-9 1/2" 1 314" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26DOMNIA LEVER#12 STAINLESS STEEL -.' 08/'AO.30'",:;' 08/AO.30 X 103 103 BEDROOM 1 01 2'$"'x 7'-9 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D OMNIA LEVER#12.STA1NLE55 STEEL - 3O x X 08/'A0.30'::.._':. .: 08/A0. 104 104 BATHROOM 2 01 -2'-6'x T-9 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D, PIVOT HINGE-US26D . OMNIA LEVER#12 STAINLESS STEEL 08 A0.30, 08/A0,30 X X 105 108 HALL 02 2'-41'x 7-9 112" 1 314" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D SUGATSUNE.16 SERIES. STAINLESS STEEL 1647.;,: SUGATSUNE MC-TN015SP-ULTRA THIN SS MAGNETIC CATCH 051'A0,30 ;`. > X X. .. ' HALL 02 2'-4"'x 7'-91/2" 13/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D SUGATSUNE 16 SERIES..STAINLESS STEEL:1647.. SUGATSUNE'MC TN015SP-ULTRA THIN SS MAGNETIC'CATCH. 05'1 AO:30:''',>., . - ... 106 108 AL . . X..: X 107 108 HALL 02 2'-4"'x T-9 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE SUGATSUNE 16 SERIES. STAINLESS STEE1r 1647 SUGATSUNE MC-TN015SP-ULTRA THIN SS MAGNETIC CATCH::0T/A0.30 _ 02 2'-4 x T-9 1/2" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D SUGATSUNE 16 SERIES. STAINLESS STEEL'1647:.:: SUGATSUNE MC-TNO15SP-ULTRA.-THIN SS MAGNETIC(CATCH 07.1 AO.30 -:- X. X 108 108 HALL <:. :. . :.: ..:..'. STANLEY _ TAtNLESS STEEL 1647 SUGATSUNE MC-TNO15SP-ULTRA THIN SS MAGNETIC CATCH 05L'A0 30`; 109 108 HALL 02 2-4 x T-9 1/2 1 3/4. SOLID CORE FLUSH PANEL PAINT GRADE TANL Y H.D. PIVOT HINGE US26D SUGATSUNE 16 SERIES S NET X : x: 110 108 HALL 02 2'-4"x T-9 112" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D,PIVOT HINGE-US26D SUGATSUNE 16 SERIES. STAINLESS STEEL 1647;;:: SUGATSUNE MC-TN015SP-ULTRA THIN SS MAGNETIC CATCH 05/AO.30;::,; : .08/A0,30 : 08/A0:30,: „ : ., ., X X 111 111 BATHROOM 3 01 21-61'x 7'-9 1/2" 13/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY:H.D, PIVOT.HINGE-US26D OMNIA LEVER#12 STAINLESS STEEL X X 112 115 HALL 04 1'-9"x 11-6" 1 3/4 SOLID CORE FLUSH PANEL PAINT GRADE STANLEY.H.D. PIVOT HINGE-US26D '' X'; X 113 112 BEDROOM 3 01 2'-6"x 7'-9 1/2" 13/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY,H.D, PIVOT HINGE-US26D. OMNIA LEVER#12 STAINLESS STEEL `: " 08 08/,AO.30 X Q 0 2'-6"'x 7'-91/2" 1 314" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D.PIVOT HINGE-US26D OMNIA LEVER#12 STAINLESS STEEL - fl 08/A0.30 - X X ' 114 113 BATHROOM 4 1 DE STANLEY H,D. PIVOT I E- 6 O N LEVER#12 STAINLESS STEEL - Il/A0'30 11 /A0.30 X X DEPARTMENT OF T ✓ -;= b:" " Aly 115 114 BEDROOM 4 01 21-60 x 7'-9 112" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRA H NG US2 D IOMNIA O gam' 116 116 HALL 04 1'-9'"x 1'6" 1 3/4" SOLID CORE FLUSH PANEL PAINT GRADE STANLEY H.D. PIVOT HINGE-US26D, X X .: :.AL,BANY,NY 122310-00010tV. ; �_- �,:3. ;y ;i 1St N Stamp of Approval for a Sys `Model `Y s ' r ,� ,'- Manufacturer's No. AppUCatlon N0. tate Of Approval i! NOTICE:This a lrovat is applicable only to those components of the factory manuNcturat b fto that we fatlrioated and assembled in the t actory manufacturers laatity. This ��43� * '• � s ,,;�1 VPMWrd relieve I amanufacturer from responsibility for deviations.errors.or ofton from approved OCurwts. AN site related wont be reviewed tot approval by the local Code Enforcement Official ail ryV'W.'S` Jo n R.Addario 3'-0' s'-D' 3'-0' Don Thomas Jr 08/01/16 S-6' VARIES, R£F, TO SCHED. 2'-0' ' \ i _._..._... VARIES. REF, TO SCHED. __., t »......,....« _....- i � \ - 3'-0" VARIES �.«........��.._... I SCHEDULES MANUFACTURED BY � VARIES NOTE: I2'`&` DUE TO MOISTURE CONTENT OF WOOD, SOME 2.-6. E0. EQ. 1. PANES P�aNER SHRINKAGE MAY OCCUR IN THE FACE WIDTH ._ .........-...........7 i OF THE LUMBER DUE TO NATURAL LUMBER rar 9 113 t29 190 SEASONING PROCESS AND MAY EFFECT THE Industrieso00000 0 # � D ` :EXTERIOR FINISH /Inc. TYPE CMS TYPE CM2 TYPE CMl V APPLICATION. EXTERIOR A•SERIESFIXED*CASEMENTCOMBO A-SERIES AWNING♦ A•SERIESCASEMENTFIXED COMBO .i� iTi i \ FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES fIXEDCOM&0 REFER IO PLAN FOR CASEMENT ORIENTAPON I p � J TYPE D2 TYPE Dl MSERIES StID1NG GLASS DOOR A•SERtESMtNGEDGLASS IN-SWING I 'i EXTERIOR FINISH MATERIAL MANUFACTURER TO FOR RECOMMENDED INSTALLATION TO KEY5ER VALLEY INDUSTRIAL PARK R OR L,REF. GLASS DO DOORSERIES H StOfUTE 2'^11' ±' ;' --- 1 .:; 1 1 x I ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE . .� 51 SCRANTON, PA 18504 1..-..\1...... 1........._.........., ............V.........::, Builder/Dealer: Customer: Re4a Drazic TYPE 04 Drawn By: Revised By: VARIES, REF,TO SCHED. TYPE OR TYPE:' OR TYPE 01 PBW 8-1 --16 PBW LAUNDRY CHUTE DOOR POCKET DDDR, .' CLOSET ODOR= .' SWING ODOR 1 3/4 SOLID CORE 1 3/4-,SOLID CORE .1.3/4- SOLID CORE 1 3/4-SOLID -. --•...-...-.- _-..---..-- PAINT GRADE PAINT''GRADE PA14T GRADE i CORE PAINT pate: Eng 1 1 VARIES. R£F, 7f0 SCHED. _ « .... .._........._.._...,..... DOUBLE SWING DOOR" GRADE 11 -3-15 15-1002 / \ Scale: Serial #: Checked by: / $ ---- ---- VARIES, REF. To SCHED. \ $ 1 I Model: z m Drazic Res 1-7 This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole ....._._...•..«.-......-..-................-.«,... ..:.--:.YW.+.::U}.:.M..:.�..',.q-��rc. ......r ..u,.rr. or in part, or used for furnishing information to others, or for EDoO©@ 00010,111194 000000 o any other purpose detrimental to the interest of SIMPLEX and O.1 4 6 )02 (X)S 104 IIS Ill l20 126 137 133 007 !06 103 119 t22 t24 (98001:91a TYPE Al TYPE D4 TYPE D3 A-SERIESAWNING EXTERIOR GRADE SWING DOOR A•SERIESSLIDING GLASS DOOR will be returned upon request to SIMPLEX INDUSTRIES, INC, TYPE C1 TYPE P1 EXTERIOR GRADE SOLID CORE WOOD DOOR, R OR L,REF.TO CONST.PLAN REVISIONS A-SERIES CASEMENT A-SERIES FIXED OR APPROVED EWAL Warnin : 1t is a violation of:the NYS Education.Law' Article 145 4 . g p � E FA BS for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. THE MODERN MODULAR 211 BY RESOLUTION : 4 ARCHITECTURE NOTES: 1 . ALL EXPOSED LUMBER TO BE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 . PRESERVATIVES SHALL BE LISTED 1N SECTION 4 OF AWPA U1. 2. ALL LUMBER THAT IS IN CONTACT WITH CONCRETE OR THE GROUND MUST BE APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE. 60'-0' - MODULE LENGTH 3. ALL SUPPORT COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE LINE A OR APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD. 39'-7' 20'-5" 4. ALL FIELD CUT ENDS, NOTCHES, DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. ___________________ 5. ALL NAILS USED IN THE CONSTRUCTION OF PORCHES AND DECKS SHALL BE • + I - - - ® - - �- - - - - - -®- - - - -- - - - - -� - -- -I THREADED AND MEET THE REQUIREMENTS OF ASTM F 1667. THREADED NAILS AS 33'-5Ya 1 - - SIMPSON ; ; ; N BxBPGST(••*) I i i I I I I I STATED IN THIS DOCUMENT INCLUDE HELICAL (SPIRAL) AND ANNULAR (RINK SHANK) STf2U641 i. 3,60011 + I I I I I I I I ! NAILS. WOOD SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.6.1 . BOLTS as I INC OFIPESTEPS r_______________________________________________________ ^-_----- ( ) ______ ____a I - _ = I -- t 1-1-1 -�BOVE,SEEELLVATION -{ I AND LAG SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1 . t I I PLF - FBI:(2f T5 x 11-7/8 L.Y.L. I LINE OF MODULL I I 1 r------------------------------- - ---- ------ --- O I I O L O 6. FLASHING SHALL BE CORROSION-RESISTANT METAL OF A MINIMUM NOMINAL -- - -------- - (ND SPLICES ENTIRE LENGTH) _„-- D'nBOYG , 1 ` 2,400a THICKNESS OF 0.019 INCHES OR AN APPROVED NON-METALLIC MATERIAL. I I � It WII DOILER At 2 A l , 111 8,400# 10,200# I I ! I I f I I RCQ'SU PPORT RSin,As I I 1 I 6,1, ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH LUMBER TREATED I SIMPSON I REINFORCED CONCRETE FOUNDATION IIIb 4'-10' s'-0" 7'-7" ' ' STRUCTURAL I I I f WITH PRESERVATIVES THAT CONTAIN COPPER SUCH AS ACQ, COPPER AZOLE, OR STHD14RJ 1 I WALL w/REI NFORCING,TYP.(«««) 1 I LNG'SDRAWINGS 3,403] I I III + I I I I ACZA. (•••) ,, I WATERFOUNDATION WALL TMEMBR PROOFING: 7. ALL SCREWS BOLTS NAILS NUTS AND WASHERS FOR USE WITH PRESERVATIVE WATER RESISTANT MEMBRANE w( > , , 2x N.T.FRAMING AS ---.-I I I XCV II I DRAINAGE MEMBRANE&DRAIN 111 s NOTE: FASTEN ALL 2-PLY L.V.L. BEAMS TOGETHER w/(3) ROWS 1 , RE(YD TO SUPPORT a" ( , f o II HOARD,TYP.(•*+) OF 0.131•x3" NAILS® 10" O.C. PER ROW STAGGERED t , IPG DUCK,BOLTED TO M w I I +++ 1 , TIMBER PILLS,PLAS14ING I TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS z u I 33'.-$x2 i I ASREQ'nBYG.c. I I k I CONNtiC"1'tONS Oto-S[1'B BY STEEL, SILICON BRONZE, OR COPPER. FASTENERS SHALL BE HOT DIPPED I III I F.CONFOOTICRETE RfROM4 � Q II kI Q Ii • - REIN? WALL SECTIONFOR 10 FOUNOQ I QII GALVANIZED AND SHALL MEET THE REQUIREMENTS OF ASTM A 153 CLASS D FOR MOREINFO. 0'-2" 7'-2" 3'-3 1 1 1 1 11 _¢ 1/2FASTENERS 3/8„ DIAMETER AND SMALLER, OR CLASS C FOR FASTENERS WITH 3'-5 1/2" I I I I DIAMETERS OVER 3/8". 8. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF r , / F02:(2) 1.5'x11-7/8" 10,000# 1 I { I _______________ ____-____________________-__^_.___ __-�.�'__� 29,800# -I-,' (NEACH SIDE OF D SPLICES£MIRET£ifNCTN)T� I Saoo# ---1 1 I LINE FMoauLL' I MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN 1,11 U PLF--------_ 1 v - _ �-- = = = tk - � LL ODULE ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. - -- SIMI'SON- ---- ^'- F82:(2) 1.5'x11.-7/8'LY.LSTM14RJ STH014RJ _I J L._-J I r "C"AlOVL' 3,821 1 3,BZtp /(2)SFRDMWALLISTUCSiO+ fACHSIDE0FGIATELINE I I I 9. ALL HARDWARE (JOIST HANGERS CAST-IN-PLACE POST ANCHORS ETC.) THAT IS („•) (•„) '- BASEMENT WALL STUDS., ( 7.400a B'-73/«" (NO SPLICES ENTIRE LFIJCTH) B.00D# I v v I I I I EXPOSED TO WEATHER OR IN CONTACT WTI H GROUND CONCRETE OR PRESSURE CONNECTION ON-SITE BY 1 III I 1 O O I I O' I O BUILDER FROM BASEMEiiH) ( CONNECTIONS ON-SITE BY ( I / STUDS TOFDUNDA110NfORl ; III BUILDER FROM FLOOR GIRDER I I I I TREATED LUMBER SHALL BE GALVANIZED OR SHALL BE STAINLESS STEEL. HARDWARE 2,0648 dPI�TI I TO POST FOR 6,169#UPLIFT t ( I LINE B, + I I I i I TO BE HOT DIPPED GALVANIZED PRIOR TO FABRICATION SHALL MEET ASTM A 653, Z I I l I G-185 COATING. HARDWARE TO BE HOT DIPPED GALVANIZED AFTER FABRICATION N � I I I l SHALL MEET ASTM A123. _ II 10. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 I I 1 DOUBLE 2x8 TREATED � �� // a 7%<" Inc,111; ; � � 1 ► ► I FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316. 1 { SILL PLATE(***) 4 NE A 8,0 I I I J + I ( 1 I 11 . ALL OTHER COATED OR NON-FERROUS FASTENERS OR HARDWARE SHALL BE AS I X•xl2"ANCHOR BOLT 10• ,I / 91/2. I I O O I O I O I APPROVED BY THE AUTHORITY HAVING JURISDICTION. 26-z t/2" 1 ( I I 12. HOT-DIPPED ZINC-COATED GALVANIZED STEEL CONNECTORS ARE REQUIRED AT ANY 1 I (RECESS BOLT IIEAD IN y (2)SIMPSON CS16 STRAPS 1 I U}'PER SILL PLATE)(«•'') � ' o FROM WALL STUDS 10� 1 CONNECTIONS ON-SITE BY 1 I I I 1 1 yp• BASDAENT WALL STUDS. 1 1• p• / CONNECTION ON-SR£BY I 1 I I BUILDER FROM FLOOR Ci[RnL'R 1 I I I ( TOSTEL3LBEAMFOR6,1110 I I I I I I CONNECTIONS INTO CONCRETE (G)-0-131 x 3 '• / BUILDER FROM BASEMEN ( , I I T 1 NAIL-TXP.(*••) 24" O.C. @ ` C4 STUDS TO FOUNDATION FOR+ ( UPLIFT 13. FASTENERS AND CONNECTORS INSTALLED IN TREATED LUMBER OTHER THAN MATERIAL 1 I 24" 2,0641 UPLIFT + 1 1-- ( STEEL BEAMA13OVETxISA12TA 1 I LINE C A OVLODULL• \ / I , _ DI.s1GNeDBYOTITBRs _ _ _ ___ _ I ( i WITH A CHEMICAL RETENTION GREATER THAN AWPA OR UC4A SHALL BE STAINLESS STEEL �' - '-i-®- IT65 � 865 PLF I LNE FMODULE3 + 1 _ a , I L____J a A OVE I I I GRADE 304 OR 316, 1 I 6,400# 1 TYPICAL SILL & ANCHOR o "' i I 3,SWa 20,600#1f)1NTLOAD ► v I 1 I l I BOLT DETAIL i I PROM ABOVE ' r I ( 1 1 U O I 1 0 I O 1 I I 1 ; ;. ; I I I I I • DEPARTMENT OF STATE CODES DIVISION I ' REINFORCED CONCRETE -1 I , + 1 I _ ALBANY,NY 12231-0001 I , � I �� � SWIMMING 1'<)f)L, I BY OTHERS( ) A Approval for 8 stem,Model,or C�Polm� 1 1 RETAINING WALL w/ n + I 1 •«* I Stam of 1 1 REINFORCING,TYI,( I l�-C<)NT.REINF.CONCRLTk I I - I j I I Manufacturees Na. Application No. Date ofApprov8► 1 1 FOOTING.REF"TO WAIL 'ao I I -' I I I I L I I I. I I f NOT"-TM °n' IIhCdXed GENERAL NOTES: SECTIONS FOR MORE INFO. I , CONNGCI IONS ON-SITE'BY approt►rd appllcablQ only to those Components nts the fact man I I ( ) 1 fIlUILDERFROMFLOORGIRD12R , I 1 1 ( bAdinry deYiationS.ewer$.or 39-7" that aro Iandicated and assembled in the fa manuf «r I"s facility. TM I TO POST I-OR 6,167#UPLIFT I I al"W"atlas!not relieve the manufaehNer fmm resPons b li for (2)SIMPSON CSI6 STRAPS 1 1 1 + LI E C w6siw from the approved documents. 1 I FROM WAIL STUDS 70 I 1 9'-8 1/2" T T-2" , 3'-3 1),,- ( I.: I I Is'-hoY; 73'-7Y8 i ( * 1. ITEMS NOTED W17M A SINGLE ASTERISK (*) SHALL t i BASEMENT WALL STUDS. , O O • O dd w,� tie reviewed for approval by the local Code EnfOroment Official \ / 9-10" ' 1 �6 3" I > BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND I 1 2x P,T.FRAMING AS REQ'n TO SUPPORT CONNECTION ON-SITE BY ( F84:(2) 1.5-x1t»7/$'LV,L f s,• BUILDER FROM BASEMENT 1 EACH SIDE OF MATEUNE STHD14RJ j SIMFSON SIMPSO StMPS N I I I I SIMP ON SIMPSON "' SIMPSON B (�/ _- /a IPE BRIDGE,, 1 , 7,a0aa 29.800n STHD14RJ STHD14RJ STHDI4RJ ST11D14RJ STHD14RJ STHD14RJ I y INSTALLED DURING THE SET BY SET CREW AT THE ( ( STUDS TO FOUNDAiON FOR 1 (NO SPLICES ENTIRE LENGTH) 4,000 2,961 2,281E 3,18P, J R.Addario PER SITE STRUC,I: VS DRAWINGS, I _ f �.281� 1 ',I...I.: I :: f. 3,1889 2,9615 Don Thomas!r JOB SITE, PER LOCAL CODES. I 1 FLASITING ASREQ'DBYGC. 2,961/UPLIFT I - LINEOI'MODULC f-- I r (..•) 1 n.. (...) ------ _ ------- _ _ _ __-------- _fit (o) l T I ! 1 ► N-�' L_ J _J ___ _____________________ i• I ` 2. ITEMS NOTED WITH A DOUBLE ASTERISK SHALL 1 ( 1 ( L _J "A"ABOVE --s-- / B _ __ �„ - �„ ---„________________ ____,_ E PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND I I iv + ( B•_7• F84:(2) 1.5 x11-7/8 L.Y.L. 8.000# 5,00011y l0,OD0a 39-3� 3fi 1 OT- _ 1 I Q INSTALLED BY THE BUILDER AT THE JOB SITE, PER 1 1 ( EACH SIDE OF MA7fLINETM RI iR 111 111 j 1 1 1 t (NO SPLICES ENTIRE LENGTH) LOCAL 0 + IIRAMINGASRL:Q'D 1 1 �') II III 1 , I �✓ `, � � CODES. I l 1 E ! ** t LR SITE STRUCTURAL I , L,, 3. ITEMS NOTED WITH A TRIPLE ASTERISK ( ) SHALL IING'S DRAWINGS,(TYP. I 111 Ili I I �d ( i:.,: T,'•. .1,s, \ / 21 1 III -. .`kH , „4•'.., �� d 1 I Y G.C.) O I , . _, PROVIDCCONNLCTION FROM BE PROVIDED AND INSTALLED BY THE BUILDER AT + i FLOOR GIRD TO SUPPORT FOR ( i 1 f - THE JOB SITE PER LOCAL CODES. ( ' 2,1670UPLIFT II Ill t I t, (7 , u 1 S I i 4. ITEMS NOTED WITH FOU *� alIR I 1 z l ;t = a #%s > ****1 R ASTERISK (* *) SHALL BE I L _J 1 , q s,- -_ .J PROVIDED AND INSTALLED BY THE SET CREW AT THE NOTE: "::'?" 1 1 0 1 JOB SITE, PER LOCAL CODES. T , • I ORCII JOIST'NOT 1 1 SEE SEC IPG BRIDGE ABOVE, I , TO HANG OFF OF SEE SUCTION 02/A2.20 ( ( in St ti„ 1 1 .�:r?* fie I MODULAR FLOOR. t DECK PERIMETER ' I,900a 5. IT 1S THE BUILDER RESPONSIBILITY TO ENSURE Ill. Ill III 111 : MUST BIA[tON , I ALL WORK TO BE DONE ON BY THE BUILDER, I 1 , I SUPPORTCOLUMNS. 31 I I i I WATERPROOFING 7,400# 111 11l 111 m I I AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN I ► ' s.loan 9°0a' LIKE MANNER IN ACCORDANCE AND N5TALL n (- L[NL•OFMOnllLE r--I- ( __---------- ---_--------•--------_- _ __ LINE D ---- -_- -------------------- ! I I 0$/01116 I nnovETlltsnRL"5A 11j ( NCE WITH ALL APPLICABLE t I�IIf BUILDING CODES AND REGULATIONS. ON-SITE BY G.C. ! 1 � ABOVL ( _ - _ __._.__._ c 1 -- LT 0 PLF I 4 1 1 I (*+«) L J - L-_J F83:(2) 1.5'x11-7/6'LV.L -_--] -S1MF r----^---SIMPSO - - - - - - - _ --__ _ -SIMP ON -- ---^- STMPSOM-------__-------._-------J STH014RJ STHD14RJ S7HD14RJ STHD14RJ (NO SPLICES ENTIRE LENGTH) I , 2,2819 , 2,28191 3,1881 3,1869 I 1 33-0" "� SUGGESTED FOUNDATION -------------------- ------------ , --------------------------------------------------------- ------------ - - _, za'- ,3'-10" I I ------------------ ------_ _-_---------_____-____-__------___.---------------------------_--_ 1 LINED MANUFACTURED BY L--------------------------------------------------------------- 16!-9" NOTE: o DUE TO MOISTURE CONTENT OF WOOD, SOME 9,_7• so'-o" - MODULE LENGTH SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. 30'-0' 39'_7. EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES ss-Y EXTERIOR FINISH MATERIAL MANUFACTURER N FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SCRANTON, PA 18504 Builder/Dealer: Customer: FOUNDATION CONNECTIONS: SIMPSON STHD14RJ SIMPSOI STHDI4RJ Re4a Drazic Drawn By: Revised By: 469 plf sliding 2"square washer w/1/2" CORNER INSTALLATION EDGE INTALLATION PBW 8-1 -16 PBW Sill Plate to Foundation - Anchor Balt(Assume 1116" @ 24 in OC Connection - line 1 and oversized hole FULL LENGTH 2x STUDS ( ) FULL LENGTH 2x STUDS FOUND ION SHALL BE DESIGNED BY A DESIGN - _ _....,�w.......�.........�w....�..».�...,y....:....:.....��.:.N,��.�Mx.�......k..�:.��,...�....:.H.........:....-..::w......ti .._:.-_....._...::.._-.::.:.,:..w..�._ s) 2 AT Date: ng 11 -3-15 15 1002 Q pif uplift 1/bin thick min.w asher required f C EXT SHEATHING � EXT SHEATHING Scale: �� � �� Serial #: Checked by: z° square washer w/ 1/2" 11 ,. M . PROFESSIONAL WITH KNOWLEDGE OF LOCAL SOILS 16 = 1 -o - -- -- ---- 469 plf sliding y2 STHD14RJ NAILING: Model: Sill Plate to Foundation Anchor Bolt(Assume 1/16 @ 24 in OC CONDITIONS. THIS PLAN IS MEANT ONLY TO �! Drazic Res Connection - line 4 & 5 and oversized hole) STHD14RJ NAILING: 30 16d SINKER LOADING p of SIMPLEX and Is 143 plf uplift 1/8in thick min.w asher required 30-16d SINKER-, COMMUNICATE THE DIMENSIONAL AND LOA This drawing is the property PL x o loaned upon 2" square washer 1/2" TRTD SILL PLATE TRTD SILL PLATE INFORMATION TO THE DESIGN PROFESSIONAL SO THE oon n pa that ►t IS not to be reproduced io copied m whole 178 plf sliding _ or n part, or used for furnishing information to others, or for i ........ . - Anchor Bolt(Assume 1/16 @ 48 in OC FOUNDATION DESIGN IS COORDINATED WITH THE any other purpose detrimental to the interest of SIMPLEX and Sill Plate to Foundation ��• �� ������• ��-�.�•"��� Connection - tine A& B and oversized hole) a MlN. REBAR LENGTH will be returned upon request to SIMPLEX INDUSTRIES, INC. .w....�..... .:..............:w.. ._:.....w.:....w......�..�,A.,:.. w.:.M:x:.,...,.....-_w..::...:.._.:. ...:........ .:_��,:.,..:... _......... N...,_:...�.�.:..,..... .A MIN R sAR LENGTH REQUIREMENTS OF THE MODULAR BUILDING. 2X EMBEDMENT ,' a . 143 pif uplift 1/8in thick min.w asher required LENGTH +12" E REVISIONS 2"square washer w/ 1/2„ 2X EMBEDMENT MIN. 8" CONCRETE 178 plf sliding LENGTH +12" STEM WALL , . p Sill Plate to Foundation M .. ,Y..... Anchor Bolt(Assume 1/16" @ 48 in OC Warning. It is a violation of.the NYS Education Law Article 145 1 R E F A B S 5 and i • oversized hole) Connection - iine_C & D ........: ..:..w..:.....................,...............,.................-..:...................:.,..........................................................................,....,....:..,:.......................,.v,:.....:,.......,..,.._..........:. for any person, unless he is acting under the direction of a 143 pif uplift 1l8in thick nein.w asher required licensed Professional Engineer, to alter this item in any way. THE MODERN MODULAR 21 BY RESOLUTION : 4 ARCHITECTURE LEGEND DUPLEX RECEPTACLE DUPLEX RECEPTACLE SPLIT SWITCHED RANGE / DRYER SINGLE POLE SWITCH 3 THREE WAY SWITCH so'-o• 4 FOUR WAY SWITCH 4'-5 3/8" 11'-7 7/8" s-t- 11'-2 t/2" 23'-7 1/4` 6" 6 1/2" 5'-l1' 4 1/2" 13'-11 1/2" 5- 5'-11• 6 1/21s'•-5' 6• o DIMMER SWITCH t t a o III,Rcob.�,.7a m( -ro C1 - RECESS MOUNTED LIGHT FIXTURE o,i jg•L1�°)/4• rn R OP 800.0.-.UAtI Be lwb.-77.00 w(SOb.-7x.33 -• --...-- -F`-T`T"Tt--t�--7-T"'C•'�-'1-•'T T-T SD -� oP pLDb-n7a �a9 t? I t I I I I l I 1 1 t l l t t 1 1 SMOKE DETECTOR Bp Pwj&70 _ op tRora-7a oM 7 q. AC/DC oIIB 117 !16 115 Ila,9 T3 1 dWBCOUINGI I I I 1 ► i 1 ( I ( I r.___�--_ ivy 1 1 1 1 I ! I 1 I 1 1 1 I 1 I I I a PA r-10 3/4•.S•-2 1/4• 1 RA.3'-s Ile r 7-31Ra 10'-1 1/4•R S'-2 tr .,` 1 R0.s'-0 1/4'r Y-J/4` 1N d $$ i I I 1 1 1 I t I I t I t I 1 1 I �M CARBON MONOXIDE DETECTOR of M AC/DC 11 tR v)h SADU 40"AlkE VAIL1S i A ltT)SDOWGRDA$G µ• H M7T StIOIV(:xaASL' THERMgSTAT (WIRE ONLY) O (M'ISA 7234MTIID)O q ; _ t,2 WHOLE HOUSE FAN 1 F z • 2"VENT g$ tYo c t ;' s �7• PUTURL:VENT r, GFI GROUND FAULT INTERRUPT � r %'h y o L I Q 4 a u � I 11 MUSIC ROOM i m o ° ROOF,DRAIN LEADER 1 WP WEATHER PROOF co t F-1 . L-.__ Ira S w/INSULATION ;n 1 1.0 r� Pm QS w � ttz BEDROOM 3 .'" �`• = �., BASEBOARD ELEC. HEATING ELEMENT C ^ Q1; '.'• 9••0"A•S.(:, / \\ �' QC' l•F CUSTOM DI,'ILT0P8W'5IILLVI:S '/:-F $R °T' PANE`BOX PANEL BOX H 113 BATHROOM GWBCE[l UJG 1 II BATHRp M m BY KOUN1'RY KNAFI' Xj, u _ _ _ INSTALL4D 0Y 51\1i'LtiX S r _�' _® T® '1321 W'DO 111 DI'Dd414 'fS2t 7a - 111 M114 BEDROOM 4 .�'' I I NYS insignia - , as ® WIRE, BOX & SWITCH FOR CEILING FAN (%A.S.I_L 1 ! DATA plate - GWBCEILING t ® i W A 4 t: 3'-o" „, 3•-6• 3'-6" • / I 1 115 HALL T (iW6 COLING T i7 to _ _ _ FAN LIGHT RO•S'-3 1/4'.$5le R0.r-10 3 4': -3 e. OLACK S1'8LL- I 1 l IWARI II SLT PLVSN s.o,v7�wcc uw 0a roue ZIP .� `-----OP RL70;772M 121 ti<00.-�•0 I x4DAMII(1U f:L06R ryp�.y ppl.,p,ypr�. 6• 9'-IG" 2'-5 1/2" 120 [P PfNVO.->a 17'-2 1/2' a-� I ( Y,'F C SLIDWODOORPOANWDYW ( I KOUNTRY I:RArr AND § i DATA PANEL 19'^5• rNti Al.EO BY SIM Lx z in 16'-•3" 6'-f t" S'-f0" ®j T fd t1U 1 I ROOT:DRAIN LEADER tot 106 HALL w/]NSULATION ga ,; ® STATE LABEL LOCATION 30'-0" SSD' BSMT. SMOKE b _ ® §a . tors LIVING ROOM o AC/Dc LOOSE AND INSTALLED BY (SHIPPED 1 ul IIS i ATTIC ACCESS 22 1/2"x 30" 1 qR ®(1 WGOOCG,L NO I I v� WOOD CLO.TO D10 D g 1 I INSTALLED BY G.C. N to n DEPARTMENT OF STATE CODES DIVISION M� +. ALBANY,NY 12231-0001 Stomp o1 Apptroval for a System,Model,or Co po nt N los Manufa5uure,es No. Application•No, Date of Approval �a ; O , g p NOTICE:This approval is applicable onry to arose components of the factory manufactured o !10,A Y buil"that are fabricated and assembled in the factory manufacturer's faciRy. This GENERAL NOTES: tO M 3 q P< � responsibility for deviations.errors.or � apprgvat Shari no!relieve the manutadlxer from " o amisaton from the approved doeumehts. Ari Site mwedwofk st be reviewed for approval by the local Code Enforcement Official. ( *� K (*) SHALL ` 1 ITEMS NOTED WITH A SINGLE ASTERISK H •i gy _ �G�,_-J� ,,, BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND 3o n R:Addario Don Thomas,l� SET CREW AT THE g a � 39-7.: . . a {NSTALLED DURING THE SET BY - JOB SITE. PER LOCAL CODES. µ, I WING .*EM ffiR b Y- n .. x!+ 8'-0 4" g'-9• E In V, aID_7 DD(77 ! / a s3lc tiT .( SHALL » SIMPLEX, SHIPPED LOOSE, AND ,. '�"F as e � �- 25-10 1 2 BE PROVIDED NOTED 5lMP'L 107 ENTRY 706 KITCHEN :':s'::''.,..'.':::. :'..':.........: .:.:' / 10'-9` 6` _ INSTALLED BY THE BUILDER AT THE JOB SITE, PER t2a�'„ C�. It?IrAanai" '.. LOCAL CODES. -5" 106 W iO3 'OPFRWP�70• )Y - o o . Nt R0.1C-2J/4'K 0'-Y ::: ...:7LR$-5 Y/4'a.Y�.10 J/4••�,'�'r: :,. - • �?:. � 4.;: S0•)o .. f .LJftv.,. .* .ix''' tet`T'[` 3. ITEMS NOTED WITH A TRIPLE ASTERISK ( ) SHALL R0.S'-1 3/P a d-2'.'.: .:. net, IID 0 OW a3ma Ir. .. - -•^ _ .. . DP amo.-2x73 le I I ..... . ':'.: ..' '•1'"A.S.p '..:". ' E BUILDER AT 3'-6` v a,a a3a . 6*:: - �z����' •- '�} �' '�* $E PROVIDED AND INSTALLED BY TH FP('RW0.-OS w)a)a 1) 3 o GWBCEILING I I / \ 1O �•�.''lx ''.�,. C�' T w)a)4' t1fi I i t; `: t:. ': ,.' 4'" ` . L ODES. ( Q HALL ® r «: �,w.. THE JOS SITE PER LOCA C 125 3"WNT ;,1 I I / 7.0"A.S.I: z , 4t,, i 4:- `,i}fs Will. oI£.. O , £ I I r I'UTURL - i GXI,CEILING ( � 1 **** **** •- vENT :'. <, • 4s s ii." 8 '' ---n��� : - - - - _> � :),.• t;. .r, ,+tFa s ' A•. ITEMS NOTED WITH FOUR ASTERISK ( ) SHALL BE :Df+Das t.1R D,T,I 14 a D ...�_ _ y„,'.� '� .^( — .1y.°''M �:;a;::� f.• 'g� PROVIDED AND INSTALLED BY THE SET CREW AT THE 'LIN JOB oS ke , JOB SITE PER LOCAL CODES. \ , .: � ;. 126 I•. ' "':. 103 BEDROOM /z •^ ° 9'-7• OI� mS •�, • QS r w lot BEDROOM Mt 101 :. 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE g a ROOF DRAIN LEADER >°' w/1NSULATION' to _ aN u Z +: 'w; w �� ..0 w� -- " m � � � �' ^'-' �` ALL WORK TO BE DONE ON-SITE BY THE BUILDER, 1 in 105 TV ROOM ASW W�� w�' +, AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN 08/01/16 `"- -- LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE 4M _- 104 BATHROOV.2 m ' Qs BUILDING CODES AND REGULATIONS. A q M t0 BATHROOM.1,. . p 127 n V '7 . rn - R GWJRCEILING '� �� � OMl'E 51(UWCx DAYl: �•::, ...... M'n SngWbx DASaO e � (Mt]D•1234MT@D) =. ;" " M'ISD•72)631TttD) � � °' / DP p[Ob.-31.47 �.�.� M g h\Dl7W Il AlFOVV M14-A.itt �''I. W N )w tti n7<1V?1�a P P i0 a oa raovn.-to EGRESS 1 St. FLOOR PLAN 'fEMt+.GLASS 3-t+s 4r:21-0 314' I I I 1 a-3 1/P x 2-3/r..I .:'. \ R.0IV-1 1/Y,3•-2 1/4`: 1: i !� 1 I 1 k 1 I I l 1 ! I •.1' ' : �R1`' �.1 �.Ro,s_-s 1/4•z 2'-1/4>� i I 1 t I 1 W CO iNG ' oq 30 tat o y. tor: W I 70 333 70 I l I I t 1 1 1 I I 1 i 1 I 1 1 rte' I t l i l l l l ! I l i t i t 1 gad*• � MANUFACTURED BY NOTE: 6 _ ___________________________M ST O SOME Ro 31 3 4•.r-la l4 DUE TO MOISTURE CONTENT OF WOOD. 0 E ` 16DAZ ftm-31.70 _ SHRINKAGE MAY OCCUR .IN THE FACE WIDTH orwa>yo-7o - �Iz� OF THE LUMBER DUE TO NATURAL LUMBER 6• t s'-1 t" 31-6" 7' V-11' S• 12'-11'" 5" .5'-11": Y t2'-1o" 6" SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. EXTERIOR FINISH APPLICATION. EXTERIOR NOTE: 2'-3 3/8- 21'-4 7/8" e'-6` 10'-71V2', 17'-0 1/4' FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER LAUNDRY FACILITIES FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK PROVIDED ON-SITE BY OTHERS. so'-o" ACCOUNT FOR POSSIBLE WOOD SHRINKAGE, SIMPLEX DRIVE SCRANTON, PA 18504 Builder/Deoler: Customer: Re4a Drazic Drawn By: Revised By: PBW 8-1 -16 PBW Date: Eng #: 11-3-15 15-1002 L`f Scale: �� — 1 —0�� Serial #: Checked by: Model: Drazic Res This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS :Warnin : 'It is a violation of the NYS Education Law Article 145 . : g PREFABS for any person, unless he is acting under the direction of. a licensed Professional Engineer, to alter this item in any way. THE MODERN MODULAR 2 1 BY RESOLUTION : 4 ARCHITECTURE i 60'-0" - MODULE LENGTH EXTERIOR WALL TO BE SITE BUILT BY G.C. FRAMING AT POUR CORNERS 6' ' " 6" /STEEL OF ROOFCANOPY STRUCTURE,SIZE OF STEEL T,B,D.BY SITE STRUCTURAL ENGINEER. ---W- -------_r- • SHORT PARAPET WALLS UNDER AREAS W1TIl RAILINGS(SIIIPPL'D LOOSE 11ATCFIED AREA • RAILINGS ARE TO BE DONE ON-SITE BY OTIIERS BY G.C.(+'*) 3"VENT TIiRU ROOT' IE {M 73 W,lit qMN IN[A NER OIvI 41(1S t .) ) t SiOPE4 SLOPE SLOPE "� 1 � x MARATHON R t 0 ' INTERNAL ROOT' I 'E it i LIR) DRAIN W/PLUG.TYP, DR NN/IL 01i. 1!. � I WOODSTORAGE VOLUML'BY G.C. 6' 29'-6" F U t O 2 i111MM 'IZIPiM G 1 1 4 � o 1 M1 HS IR Uti1 }It {2E J 1 x. 1vI NY Ci Li ALE .} n x t t t )I OVER-PRAMI D DL•'CK SLOPE— { { T111S AREA SHIALL BE FIELD CONSTRUCTED TO ALLOW ROOR'DRAINAG R 1 E 1 U I TE L R r f TO TILE INDICATED , LOCATIONS. tilil F )� f I'l.100' { SQUARE STEEL qR �At� d. TUBE?WRAPPED WITH CEDAR,SIZING %"IPE DECK w! OFSTE•ELT.B.D.13Y j { { CONCEALED FASTENERS i ON-SITE ; I ON P.T.SLEEPERS BY G,C, STRUCTURAL ENGINEER('" (TYPO("**)IN RA IIATCIIG'D ARBA i DEPARTMENT OF STATE CODES DIVISION GENERAL NOTES: ( ^$ ALBANY,NY 12231-0001 Stamp of Approval for s System,Model,or Co po nt { 1 l V_AQi�,, i -�l3LI' ia� ff �'K1 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL Manufacturer's No. Application No. Date of Approval / BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND 39'-7" INSTALLED DURING THE SET BY SET CREW AT THE lat7fiCE:This approval is applicable only ro those components of the factory manufacdaad JOS SITE, PER LOCAL CODES. 39'-t' 6" bulld'mgs that are fabricated and assembled in the factory manufacturer's facility. This or> mat sw not from the�aQeve tl rnan fadt.rer from responsibility for deviations,errors.or Rosi FUT RC'E ROSE BIB AA site m4ded WOrtt at be reviewed for approval by the local Code Enforcement til. t ** 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL !STIR- )JOS G.C. \ BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND By L �- INSTALLED B'Y THE BUILDER AT THE JOB SITE, PER �:-: 71 [�Ts :ton R.Addano (3on Thomas Jr LOCAL CODES, LINE'OF ROOFCANO!Y 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL . . . . , , , cv sTRucruki=ABovE,ro BE PROVIDED AND INSTALLED BY THE BUILDER AT _ RI EB } 1 E2 BESITE BUILT BYG.C:;; THE JOB SITE, PER LOCAL CODES. 1 _ _ w„�n.. / ` 3 Dt N M-ros IHsuuTloH s;s **** ) 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE � f \ / t1 COP G E 1 ��" --` ,• PROVIDED AND INSTALLED BY THE SET CREW AT THE IIATCHEO AREA t " «" ON-SITE'BY UT114:RS (R�ATHFR(2'MA10 ROUE..,. `� r wyy;r='"` 1 0• , r") �` JOB SITE PER LOCAL CODES. • TtIR VENT uSTXLED (TYp.).'...:.;.''I FULLY AOFtEREU EPOM ROOF ON 2 ` ii..,#,hv.t,�� y. T INMION SLOPE �4a.r. .)Y "i�, SLOPE_ . . . . . . S " �`l ` L J _ - 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE . . .., ifi x F )IJA SLOPE ORM PER I f C O OOT(TYP) AS WW'TED RMALLE0 IN V' R 11014 l MAkATIlUN OOIIPIETEO ON SHE OTHERS `!r^ Yr"t' :`z z i� R 17 Etht Lk) [ I INTERNALROOF i. 'i ' ALL WORK TO BE DONE ON--SITE BY THE BUILDER, R N I L ;, 1 DRAIN W/PLUG.TYP• t€_ '. r;"•` ; i.. t3 AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN . . . . . . . . . . . . . . . �' ``''`'k.,•„� A LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE «.' 12 r 1 `'fir.' ,> t � vf BUILDING CODES AND REGULATIONS. t w �� A` -7 08/01/16 "TELL FRAMING AT FOUR CORNERS . . • • . . Of ROOFCANOPY STRUCTURE,SIZE . . . . . . . . . . . . . . . . OFSTEELT.B.D.BY SITE STRUCTURAL ENGINEER. 6' ROOF PLAN 60'-0' MANUFACTURED BY EXTERIOR WALL TO BE SITE BUILT BY G.C. NOTE: 0 DUE TO MOISTURE CONTENT E WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SCRANTON, PA 18504 Builder/Deafer: Customer: Re4a Drazic Drawn By: Revised By: PBW 8-1 -16 PBW Date: Eng #: 11 -3-15 15-1002 Scale: = 1'-0" Serial #: Checked by: Model: Drazic Res This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole Nor in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS Warnin : It is a violation of the NYS Education Law Article 145 7 - g PREFABS for any person, unless he is acting under the direction of a licensed Professional an Engineer, to alter this item in Wa . THE MODERN MODULAR 2 1 g y Y BY RESOLUTION : 4 ARCHITECTURE PREFABRICATED GENERAL NOTES: INSULATED FLUE BY G.C. 1. ALL EXTERIOR 011MENS IONS ARE 70 FACE OF EXTERIOR z SHEATHING AND DO NOT INCLUDE EXTERIOR CLADDING. C' C' 2. CEDAR SIDING TO BE V'IP.G GRADE A CLEAR '04 EL 114-4118- WESTERN RED CEDAR W/THOMPSONS WOOD SEALER, 4 T.O._ROOF STRUC, NATURAL FINISH APPLIED AT MILL PRIOR TO DELIVERY. MATCH WINOOWS,AY G C.TYP,I—) COLOR/RATIO R.B.D.CONTRACTOR TO PROVIDE SAMPLES _I$I EL.113%1 114' 'T'S APPROVAL. ... ....... ............ FOR ARCHITEC �VAL. ...... EXTERIOR WALL/STAIR VOLUME&ROOF &O,ROOF STRUC. STRUCTURE 10 BE SITE BUILT BY G.C. 2X CEDAR TOP RAIL TO IM3. ALUMINUM CORNER FLASHING TO BEIN.0.032'THK. WALL TO BE FRAMED WITH 11718" MATCH&ALIGN W1 2X2 COLOR TO MATCH WINDOW FRAMES, MjCROLAmS 6 1 IS"O.C. CEDAR RAIL SYSTEM ALUMINUM COPING, 4, PROVIDE GALVALUNIE DRIP EDGE FLASHING ABOVE CEDAR TOP RAILING TO FAMCO EXHAUST VENTS C-L, PAINTED BLACK TO AL3.HORIZONTAL.2X2 CEDAR TRIM, MATCH&ALIGN W/2X2 FIXED WINDOW BY GC. MATCH WINDOW CEDAR RAIL SYSTEM RAM�� ' "'114" ............ .12 - ____- $ LN El T 5. HARDIFPANFL INFILL SIDING TO BE PAINTED BLACK TO ALUM.COPING PTO.BLACK ...... 'H WINr III No is ----------- 5/16"GRAPHITE MATC )OW FRAME IJ,O,N. TO MATCH WINDOWS 7F .7 COLOREDCEMENT Et 115',l 114 BOARD-1.0 START FULL CEMENT BOARD 190 T.O.PARAPET 6. FOUNDATION WALLS&FO01 ING WES ARE DRAWN TO PANELS PANEL(4%0�)FROM THIS EDGE SHOW DESIGN INTENT ONLY.THICKNESS AND I$ tL IL4 I T114• REINFORCING BY STRUCTURAL ENGINEER. 2X2 CEDAR TRIM EL.103'4' 7. ALL l--Xl-tAt)STLOUVERS TO(iESI-.1liOALUMINUM VENT B.O.ISI FLR,OW CLG. 'R MODEL:1:SFX.U.0,14,BY G.C.I—) '11"r CONTACT:SE)HO T:J800)248-0030 HARDIE PANEL.SMOOTH 3/8'HARDIE PANEL HTTP://WWW.SEIHO.('OM FINISH SIDING.PAINTED BLACK 10 MATCH WINDOWS I X 6"GRADE A CLEAR PAINTED BLACK TO MATCH WIND 8.,SEF PG 12 FOP WINDOW DOOR SCHEDULE WESTERN RED CEDAR —I-- T&G INSTALtED 113 1 —HORIZONTALLY.BY G.C. LEGEND �7 2X2CEDAR TRIM,IYP. &„EXPOSED T&G CEDAR SIDING,GRADE A SELECT, INSTALLED 14ORIZONTALL-Y L.................. ........ 1.0.157 FLR,SUOFLOOR 8"HARDIE PANEL,SMOOTH Et.93•41/2' FINISH SIDING,P1D,BLACK T.O.NORTH DECK J -W TALL CEDAR •VCR- AND S.S.CABLE RAPHITE ............ ]CONCRETE PARGE 0 POOL R SYSTEM .... ...... .......... 5'16'EXTERIOR Q EXPOSED FOUNDATION By C.-SEE _AAe.wc Et.9a-0 I/T .............. EQUITONE •CEMENT BOARD CIN I X .. ......... ........... AS.00 FOR DETAIL T,O.POOLOECK FURRING STRWS INSTALLED ON-SITE ONCRETE PARGE ON ALL IPE DECKING WITH CONCEALED rxPDSED FOUNDATION FASTENERS ON P.1,FRAMING 2 X 2 CEDAR SCREEN 0.7'0C.ON P.T.FRAMING BY G.C, POSTS AS REQ.'D.By G.C, ................. ............ ... NEW POOL,BY OTHERS I P.I.FRAMING 70 BE SUPPORTED BY IPE(MCKING, CONCRETE FOUNDATION WALL&---------0-. CONCRETE FOUNDATION WALL. F007 NG.REFER 10 FOUNDATION REFER 70 FOUNDATION PLAN tORMOREINFO, I PLANIF J— AL\ EL.87-10314' — — — — — — — — — -T_ T.O.BASEMENT FIN,ft. L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — — WEST ELEVATION SCALE:3/16" T-O" �Mj D 8 88 8 PREFABRICATED INSULATED FLUE By G.C. i' 114'-4118" VM-51 1,15CILIRE t DEPARTMENT OF STATE CODES DIVISION MAICH leel"Ix"INS.BI(G.C.fYP-11*11 14" 6X6 CEDAR POSTS SET ON(3) 2_01if STRUCTURE ALBANY,NY 12231-0001 Stamp of Approval fora EXTERIOR WAIT/STAIR 7/9'MICROLAM P[RtMEIER SyStOm Model, C t NO OF MODULE BELOW. V I (vo 19i" '2C VOLUME&ROOF STRUCTURE MANUF,TO PROVIDE AND 1/17" 13A INSTALL SIMPSON CC 5 114-6 ManufaCturees No. '-p TO BE SITE BUILT BY GC. Date of pprovgt BASE CAP,BY G.C.(—) Aplicati:on No. )ate Wof OoEqt -1 EXTERIOR FIREPLACE (LSTART 10 2 X 2 CEDAR RAIL I,< VOLUME hlildi!Vs Wt are fabricated and assembled in the bCtory manufacturers facility. This CEDAR TOP RAILING TO CEMENT NOTICE:ThiS I'MW31 is 40CEIble only to ftSe Components of the factory manufacturw MATCH C,TO INSTALL CEDAR POSTS M CLAOINCEMENt PSO BY G.C.I •...I H&ALIGN W1 2X2 BOARD C.L. O.C.0 C.by G.C. ON.SJIE.TIED INTO SIM N BOARD 114" s CEDAR RAIL SYSTEM OF WA 8W""I TO relieve the manufadurer frOM feSporisibility for deviations errors,or .,., ... _._- »._ ._.—._.. __. _j� 1 2NA I ALUM,COPING PTO.BLACK omission from the apMwd documents, ................ ........... ....................... TO MATCH WINDOWS ............-.................... ..........—"" —-------- AM Sb related wO 0 .......... ... ,�'nt be reviewed for appmval by the lowlt Code Enforcement Official. ........................................... EL.105-4 114- I'X 6GRADE A Cli CAR WFS*RN ........... ...................... .................-­-­----------- ------................... —----------- I.().PARAPET RED C EDA k TS.G IN;T.11 I L ED ........................­­­­................... By I-K)RIZOI VAU.Y.BY I—) ........... 14" 08!01/16Joffn R.Addario Don Th ........................... asdr m n—4'L--- EL.103',T .......... HARDIE PANEL PTD.BLACK it .......... iI ELEVATIONS 301 ANDERSEN WIND0.-A-3010 4 CLOSED RISER IPE TREAD BE SUPPLIED BY MANUF AND EIXTERIOR STAIRS TO ROOF DECr, BIUILI ON,SIIE BY G.C. INSTALLED ON-SUE by G.C. 109 MANUFACTURED BY L,SMOOTH RARDIE PANES �V X2CEDAR SCREEN 1�3"O.C.ON NOTE: FINISH SIDING,PAINTED I GRILL P.T.FRAMING BY G.C. MATCH WINDOWS BLACK TO ­ ------- ........... ...................... • .................... P?.T.FRAMING TO BE SUPPORTED BY DUE TO MOISTURE CONTENT OF WOOD, SOME 2X2 CEDAR TRIM ........... CONCRETE FOUNDATION WALL. SHRINKAGE A OCCUR IN THE FACE WIDTH ........... ............ .................................... RtEFER 10 FOUNDATION PLAN E:1 = __1 D I i 11 /� OF THE LUMBER DUE TO NATURAL LUMBER Y.O.1ST FIR.SUBFLOOR SEASONING PROCESS AND MAY EFFECT THE ............. EL.94-V 14 P I owl F""I ..... ..................... ...... ... .... ....... ....... ... .................. Industries /Inc. 7 .............. .................... ..... 4V-T TALL CEDAR AND$.S. EXTERIOR FINISH APPLICATION. EXTERIOR . ...... CABLE POOL RAIL SYSTEM BY .... .....: I NORTH.111. ........... FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES ­ ................. .............. EXTERIOR FINISH MATERIAL MANUFACTURER CONCREIEPARGE VER .4, 0 ......... ......... ..................... ..................... ............ ........ ..... .................. z .. ..... ............... ......... .......... .............. FOR RECOMMENDED INSTALLATION TO EXPOSED FOUNDATION VGAE17.71' . ................. .... .......... KEYSER VALLEY INDUSTRIAL PARK YPI WALL BY G.C.I OIL ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE ........ %F T.O.POOL DECK L&I U U.0 —IFPE DECKING W/CONCEALED FASTENERS ON �?J,FRAMING&POSTS AS REGO,BY G.C. SCRANTON, PA 18504 ----------- CONCRETE FOUNDATION POOL.BY OTHERS WALL&FOOT NG,REFER Builder/Dealer: Customer: I' 10 FOUNDATION PLAN FOR MORE INFO.I- Re4a Drazic Drawn By: Revised By: -1 -16 PBW PBW E • — — — — — — — — — — — — — — — — — — — CM ENT FIN,H.. Date: Eng #: 11-3-15 15-1002 Scale: Serial #: Checked by: 3/16" = 11-0" NORTH ELEVATION- Model: SCALE:3/16" V-0" Drazic Res This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS Warning: It is a violation of the NYS Education Law Article 145 P R E � ABS 8 for any person, unless he is acting under the direction of a THE MODERN MODULAR 21 F7 I -y licensed Professional Engineer, to alter this item in any way. BY RESOLUTION : 4 ARCHITECTURE GENERAL NOTES: 1. ALL EXTERIOR DIMENSIONS ARE TC:)FACE OF EXTERIOR SHEAT;LING AND DO NOT INCLLIDE EXTERIOR CLADDING, 2. CEDAR SIDING TO BE 6T& GRADE A CLEAR WESTERN RED CEDAR W1 THOMPSONS WOOD SEALER, NATURAL FINISH APPLIED Ar MILL PRIOR TO DELIVERY. COLOPIRA-110 R.B.D.CONTRACTOR TO PROVIDE SAMPLES FUR ARCHITECTS APPROVAL. 3. ALUMINUM CORNER FLASHING TO BE MIN.0.032"THK. COLOR TO MATCH WINDOW FRAMES. 4. PROs,"IDE GALVALLIME DRIP CDGE FLASHING ABOVE ALL HORI2ONNAL 2X2 CEDAR TRIM. PREFABRICATED INSULATED� FLUES 8Y G.C. 5. HARDIEPANEL INFILL SIDING TO BE PAINTED BLACK TO� MATCH WINDOW FRAME U.O.N. h. FOUNDATION WALLS&FOOTING SIZES ARE DRAWN TO SHOW DESIGN INTENT ONLY.THICKNESS AND REINFORCING BY STRUCTURAL ENGINEER. £L.114'-q 1!&~ 7. ALL EXHAUST LOUVERS TO BE SEIHO ALWAINUM VENT _�/ i.O,ROIF STRUCTURE LOUVER MODEL.:SFX,U.U.N.BY Gi C, __—•—•—__....�_—.—_—.,_..._..-..__—____._.—_—.—...,._.--.—..__r,.T,.---�......_..�.�....._•_—_—_—_—_—.—.—_ _ _TiT'OKl"Ct7T5',vin--T7RFaE�T'L'CAL•R-ri7_—_—_—..__—.__-_._.—.—.—....._.....�,._.._...._..-.----_—•—_—_—.—_—..—_.—_T.. h..l MATCH WINDOtVS.BY G.0-TYP 1-•1 CONTACT:SEIHO _ EL.113'•1 1/4' T:1800)2AF2 EXT -()U3C) .__—•.—_—_-.....—._.._—_—_,. ....—__ _._......-..........---..-----_----_.,_._-...�......_....._,.._ •_•__—_ •—_—_—_—__..._.—.—.—_._,_,._,.._-,...,......____•—•_—_—,_—_—.—_—•—_—.—_..._ B.O.ROOFSTRUCTURE HTTP:/IW`.NW,SEIHU.C;UlYt EXTERIOR WAUMAIR VOLUIME&ROOF STRUCTURE TO BE SITE BU111 BY G.C.(•••) 2X CEDAR TOP RAIL TO WALL TO BE FRAMED WITH It 1216• MATCH&ALIGN W/2X2 8.SEE PG 12 FOR WINDOW?DOUR SCHEDULE P X b`GRADE A CLEAR MICROLAMS 0 1 e O.C. CEDAR RAIL SYSTEM CEDAR TOP RAILING TO WESTERN RED CEDAR ALUMINUM COPING. LEGEND MATCH&ALIGN W!2X'2 T&G INSTALLED FAMCO EXHAUST VENTS C.L. OVERFLOW SCUPPER PAINTED BLACK TO CEDAR RAIL SYSTEM ORIZONTALLY,BY G.C. FIXED WINDOW BY G.C.(•'•) BY G.C. MATCH WINDOW (•••} '' FRAMES EL.TOB'-1 114' —_._�.�_.._...__.____.._.__..__.__ _.............__.......,,,,....... ....,.. ..- cXPo;ED rnC�CEDAR __ _____ __ __._ _________..__ _. —.._ _r, �_...� _._..___.__._ _-__ ALUM.COPING PTD.BLACK _ - , ---`—.........,^r._:":r.,::-::,-::=-:cam-:::r..--c.—_--"-., 10 MATCH WINDOWS -- - - -- - E A SELECT, a . %- _ - ), INSTALLED HCD?70NTALLY f' START FULLCEMENT BOARD T.O.PARAPET PANEL J4-0 FROM THf$EDGE ., • ... - - s, r ., H �— � EL.105'-1 114- START w._-:-- ! a/B"HARI:)IE PANEt,SHOOT 1 k per'------,... `�€ �, bfr 1 - I,./. _"----- EL.l0a'-1 1/4` 6 ------- • � � FINISH SIDIN TD BLACK K T.O.ROOF , g 2X2 CEDAR TRIM,• EL.103'-0" ! w...wL.. TYP. -4f,• ,.�.'.' „" 1 EL0 1021 )tl2Gw .,EXTERIOR P. RE "' B.O.IST FLOOR SOFFIT EQUITONE CEMENT BOARD ON 1X .....—.— ', . � �. '� ,,f s,,, ...._..............._.. - _ FURRING STRIPS 133 yw. r�«..ww..im.,�w�.:. ..r..Wsw,wiw.,,...,.,«a.....lr•:.,..r:.o.....•.i .,i .><.'.... _ r'•a., e S/l' EL PAINTS BLACK TO tv.... € _ ^--- ......... . , ............. ... 6'GRAPHITE - PAINTED BLACK TO COAODREDCEWEM BOR a IDE. Matcl+wlNDowS ONCRETE PARGE ON ALL •p 120 +itiw,.........���w- 129 ' j--- \ I O ."" "'""""r•W""�W ":"` :_o $ PAINTED wlNnows PANELS XPOSED FOUNDATION PAINTED BLACK TO III IIIIIN, 11 - -- - - _.I -_ _ - \ - - i .1 i ir[DECKING opp"N 10 • - _ ., k 4'-0`]ALL CEDAR AND S,S. G xr••.•roti - - . 4 POO!CABLE RA4lGATE - - SYSTEM Y CONCRETE PARGE OVER " _ T R AIL .S. :. z. i IEL.94'-0' ................................. EXPOSED FOUNDATIONI—._ _�_. : 'L'_ 1, .. .___.. _— —- - i - -- T.O.IST FLR.SUBFLOOR B G.C.G AS _ i sc„ FOR DET _STEPS BY G.C.T ( }— ` - •- - „ �.....,.., - +wtw:wwow3riywr.w�w.r rz �c 1 :'�•`':. EL.93'-61/2 �..,, tA.ENTRY DECK CONCRETE ARG OVER EXPOS QF E _i. Y TP lB Y 9 112- 2X2 •f: a z 2X2 CEDAR SLAT SHOWER SCREEN Uc _ „ ,„, TO.POOL DECK 1 3"OC.(STAGGERED LATS OR J GRADE OUIStDE 2X2 CEDAR SLATS FOR PRIVACY)ON P.T.FRAMING W! INSTALLL'•D 03`1-SITE' GRADE LUMASITE ON INTERIOR FACE BY G.C. EL.83'-t 0 314” 1.0,BASEMENT FIN,FL. { FO011NGS TO EXTEND BELOW — _.... — — _..__ _. � — — __._ ___. ____ — — — — (DOST UNE. - - ___, _._. — — — —.. — __-, _- .— — _._.. ___, _._ _.._ — — — — — — — — — L_ _ EAST ELEVATION SCALE:3116"= 1'-0" 88 PREFABRICATED INSULATED—a,• FLUE BY G.C.(•••} � � '�' �� ' �:; �� ;���� `��„� DEPARTMENT OF STATE CODES QiVlS10N EL.11a-4 t/8 ALBANY,NY 12231-0001 ”. i.O,ROOF STRUCTURE Stamp of Approval f r a System Model,or Co poent alilM.r,.of>R:c PZD eLncK Tc, <" r,:i s. µ! C'C; f a. f`* • t t f. MATCH WINWWS.BYC,C.IYP. — �1 1 , y`Ii� ) IfT J ._3 . I ' C, (... .'--...—....�.—.—_—.�.... Et.113'-11/a". _.---- 1L st il.,l5'�•"%x✓ �i.,O 1 f, STRUCTURE Manufacturer's No. Application/No. Date of Approval 6X6 CEDAR POSTS SET ON(3j T;a x ^qyi ,,,• t�>l NOTICE:This approval is applicable only to those components EXTERIOR WALUSIAIR 11 7/8"mCROLAM OF 5G. VOLUME&ROOF STRUCTURE - MODULE BELOW(BY MANUF.), 'e;e, • ,� � fT1pOn8 f5 of the factory rTldrlt✓farxUred MANUF.TO PROVIDE AND 1 bukkVS lily. TO BE SITE BUILT BY G.C.f'••1 that are fatKic�ted and assembled in the tact manufacturer's favi""<T This INSTALL SLMPSON CC 51/4-6 J:r. •„,,,,.r/ BASE CAP,(•••j approval shalt not relieve the manufacturer from responsibility for deviations,errors.Or CEDAR TOP RAILING TO 2 X 2 CEDAR RAIi EXTERIOR STORAGE t =i' vNission from the approved documents, MATCH&ALIGN W/2X2 ?i.�"`�•1,7- CR 3"O.C.BY G.C. G.C.10IN$TAU CEDAR VOLUME CLAD IN AN Lille(elated work be reviewM for approval by the local Code Enforcement OfflCJal, CEDAR RAIL SYSTEM �f _%y.; POSTS ON-Silt•TIED INTO CEMENT BOARD(••'j _—- -—-—--_—-—- �- - �.''.�, (...) - - EL.108'-1 114' ALUMM N P7 BLACK --'----.___'w='c="_.--`---_�_..�.._...� ....___.........._.......-- -_____._...-._— -- - ..........................__.._.....,.__. __..._...---................^.......,........•.........._:_.._._._.........._....._._.._.......___Y:,,.................__..._y......., T,O.RAIL y . G D. _............._._.,..................._...._.._............._..._........_.._.........-......,_.x.... ...__-....,_..._...._..............._.__,........ ..,..'--- ....._. _a —- - - - --- - - - - TO MATCH WINDOWS - - __... _...._._.-_ __..,... _. .,. --- --..._,___......- -- _ _ - ......_.,._ --- �- --- -- _._..... _._........................__....__._..... ....._._......_.._. .-.: 08!01/16 -- _ ------- ...__..._....- -- ...... .... ..__..._.... __._.._-_ -._..-...._ _._........._........_ Jo n R.Ad a __— _ ----._._ .:_ r: ___.._......— , _ r• _ - =-:- d rio Don Thomas Jr _.._.........................._....................-................ ...--...._...........-..............-.._.......__........... ..._._. _ ......... - - _ .� _..__...... ._ _. - t X n a C w T l .F D ---- -- - c GRADE .ICAk t. Eh v f ._..... .. .. ....... .. ^ _-...__............_..._-._.._......---- _..._....--. . .- --.. ILO. 1/A" CEDAR 1&G It IS TALI f D 1(Gh...S.N.TA4.Y. :::::a:x:::cc::c:::::::::::r�.-. START _... ,......:.. ._. ..,..._.. ......... ...... .. ._., ..,_.........,.. ... .. -- - _ RA BY Cr l.. fUU CEMENT BOARD ._.._.....,._..----^---...._-.,...._..__-•..___ .�..._.-_•--_...__.,_.._•--•--.,._.._......._..----_..........__�......_.____-»,_-->.--or..^:.`^=::-::.-.'=�:._..__.__�__=-:^::::-.:' -- - - - -- ---- - T O PA PET ANSI(4 0 FROM THIS EDGE -__ ::... -:^,•rte-. .. . 1.0.ROOF OVEkfLOW$CUPHER. — —••—'• EL,103'•0 B.O.IST Ft R.GwB CIG. �....+�..........»....rr.«. I —-----�--- 1 as 2kf ---- � _ ELEVATIONS ........... - .�� ,. Tl,. ..-.._.._ -.___._..-__.,.._, ' _ _-- _..... ....... __ ,•.y B.O.ISiFlOOR50FHT M127 _ CAtAllO TOREN WALL-MOUNT - -• r.www.rr.wr...r...w .. .2X2 CEDAR*:r'O.C.OVER '"" .:_,..;:,_:,:.,.,,. .. _ DUAL SUPPLY.OUTDOOR SHOWER MANUFACTURED ANDERSEN WINDOW N014 TO ''f 119 HARDIE PANEL SMOOTH 1 I -""'-'_`_"•- - _ _ - BY G.C.(•'•j _ :�— � MAN U BY BE SUPPLIED BY MANUf AND FINISH SIptN,PTD.BV+CK - �••• (. 122 123 124 ___ _ _ _ INSTALLED ON-SIZE BY G.C.("I �'I \ -- \ _ NOTE: p DUE TO MOISTURE CONTENT OF WOOD, SOME HARDIE PANEL.SMOOTH � �` f •�b \ � �/ s �m:.."_"_c- ................._r�;�.•= r__..�.:^R... ... 1.�..�ww�.ww SHRINKAGE MAY OCCUR N THE FACE FINISH SIRING.PAWi&.R _.. .._.. - �:..-.'•-..�'..,�:_. _".10.�:::T�_��=....�. NDOWs _ ., .__._..._._.._ ......__.._..` `. ,......._........... .::::;.,-.....r,_...,,.. '.. - ,�----:::_ ::�._-�._.....: .:�.:::_~.:::::•T�:�.:::«-::=' OF THE LUMBER DUE TO NATURAL LUMBER BLACK TO MATCH WO ,..•............ t,....a... ,.,,r•..,..,.....,«w..,n., ...:....,aw„A1h+L......, <0 >e',.',..,, c::.:::•.:::.c::;c.c:::.~:a::,_:::::::;,::a.:.::-_::::._•�e._- �---2X2 CEDAR SLAT SHOWER SCREEN%-3”O.C. - __ � ____._�_._....».... ___. STAGGERED INSIDE AND OUTSIDE 2X2 CEDAR SEASONING PROCESS AND MAY EFFECT THE 2X2 CEDAR TRIM ................................................ $CAIS FOR PRIVACY ON P.T.FRAMING W/ Industries -:c^- _-' LUMASITE ON INTERIOR FACE BY G.C.I—) EXTERIOR FINISH APPLICATION, EXTERIOR /Inc. = - -- �-.-:--`-- _-. EL 94`0" FINISH INSTALLER SHOULD CONSULT THE 1.0.IST FtR.SUBFLOOR EXTERIOR FINISH MATERIAL MANUFACTURER BUILDERS OF QUALITY HOMES -- -_ ---— -- - - EL.93'•61!2" - FOR RECOMMENDED INSTALLATION T E INDUSTRIAL PARK O KEYSER VALLEY «4ri4w,v„w,Y.w.we.iw. - ,«+"m>�wr.., ........ ^.•.••:^^^--:- - ., .. -:m .... ._._ T.O.ENTRY BECK . . ird:.• :i;�c�:::>ie'siciiEia:iii: —_ — ACCOUNT FOR POSSIBLE W — 0SHRINKAGE. �...�. �.-«..,�..,,.,�, .�.��.-.a..ti.:,��..;,u�.;�Y.�_�..;.�.,�w�.:...�.,.,��..�.,.._..,�.,,..-,<;.,..� ..,... �.;._:.:�' „„�,�,.k...:,.� - � '� �• .�k�•�•- �''I ? '^1SIMPLEX DRIVE �.'cT:r's:"' ,.. �_-•zy._ �'..Tom::• _��•'.y�•�«:r',La_'.�_-':.. N"�+= :=_w_✓s•��'.��:c•��•::�- ,1✓'�.r "T ,.M r I.µ• �1 .�. ,•,•.• ••• �-t EL.42 A` +f �1�. ( -' T T7r` -1 tI r �I� 1 - -T F` ',1� IPE ENTRY DECK&STAIRS( ) GRADE CONCRETE FOUNDATION-'---.H ' II f i F� Ith ' ,i' i I� 1 I �1 ♦\ 1� A, 1' WALL&FOOTING,REFER ! I I« i +1 , if 1 1 yl 1� Ir ( ( �I N 14 I I CONCRETE STEP(•••) I SCRANTON PA 18504 iOfOUNDanONPLAN BASEMENTALPENWINDOWS -^^— � OOT (# r 002 !a 003 ��1 I �� 004 T 005 >JI 006 yil Builder/Dealer: Customer: FOR MORE fntf0.("') I SNIPPED LOOSE BY FACTORY AND + 1 I (l {f l M 10"CONC,WAINING WALL FOR SLOPED— INSTALLED BY G.C.ON-SITE('•J !I ` }+ ( t tl , 1� !1 ` If 1 1 �1 , 1� I I LAN MCAPE GREEN LAWN_TO PROVIDE I I HARDIE PANELPID.$LACK--------+� +I rr �(+ i �I�i ly +I Y�`1+ � - ��~+�f'� } -JIl /LIGHT&AIRTOBASEMENI(•••) RG4a Drazic �-s, — �-:___J { I �-'� Drawn By: Revised By: _ _ _ _ _ _ _ _ _ _ _ _ _ _ IT CONC.PIER FOR ENTRY p "'� — � ...-_ � — O — — — ' BRIDGE SUPPORT(—) PBW 8-1 -16 PBW O Et.85'•103/ I --L--+--•—SLOPED LANDSCAPE GRADE i Date: En GRADE WITHIN RETAINING WALLS(••'1 �_—.-....--._._.--------�-�•— — ._._. �. ._.'---...— .— ___-_ _..... .—..._-._.. ---^----------'—.�.— .—_-:.- .�.,....—_-----�------ ---�.,.—...._....._.-.—_—..—. .L�.— ------.—• EL.83•-to314` cafe: 5 Serial #02 _.....__ — — — — — --- T I— FOOTINGS TO EXTEND BELOW ( I I ( T.O.BASEMENT FIN.Fl. 53/16 — 1 —0 Se — #: Checked by: FROST LINE. 3 1 '� �� - _ ._t. — _.._ — —. — — — _ — _.. .— — — .— — — ._.._ .— — ._... — — ._... — Model: _ — — -_ — — _. ____ — — __... _._. — __._ — — I --- -- — — — — — — — --- — •—• — — — — — — — Drazic Res This drawing is the property of SIMPLEX and is loaned upon SOUTH ELEVATION condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for SCALE:3/16"= T-0” any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. 3 REVISIONS Warning: It is a violation of the NYS Education Law Article 145 9 g PREFABS for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. THE MODERN MODULAR 2 1 g Y BY RESOLUTION : 4 ARCHITECTURE PRIMARY AND SECONDARY ROOF DRAINAGE SYSTEMS SHALL BE E DESIGNED LOCALLY BY OTHERS TO CONVEY ALL RAINWATER FROM ROOF AREAS. THE PRIMARY ROOF DRAINAGE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE OF THE LOCAL JURISDICTION. THE FLOW CAPACITY OF SECONDARY (OVERFLOW)DRAINS OR SCUPPERS SHALL NOT BE LESS THAN THAT OF THE PRIMARY DRAINS OR SCUPPERS. PRIMARY AND SECONDARY DRAINAGE SHALL BE DESIGNED TO ALLOW NO MORE THAN 6"OF Parapet Sheathing to roof RAINWATER ACCUMULATION ON ANY PORTION OF THE ROOF. Fasten Ext. Sheathing Same as Rail to Roof Truss shearwall below • FULLY ADHERED EPDM OVER TAPERED RIGID INSULATION-OVER(BY OTHER THIS AREA MMLU 1311 (Sim.) Hanger fastened w/ FASTEN DBL.TOP PLATE • 5/8"PLYWOOD DECKING SIMPSON CS 16 STRAP ALONG TOP OF EACH +r n • I II' OJ 2000 TRUSSES @ I6 OC. TRUSS TO EXTERIOR FACE OF ROOF RIM (1�) 0.131 x1 .5 nails to edge rail and TOGETHER w/(2)ROWS OF ' ' " 0.131"X3" NAILS @ 8"O.C. ROOF VENTILATION PROVIDED BY LC VENT BEFORE ROOF SHEATHING IS INSTALLED (4) 0.131"X1 .5" nails to joist PER ROW STAGGERED (LARGE CAPACITY 2 WAY)ROOF VENT w/(10) 0.148"x1.5" NAILS EACH END Wall Sheathing to Edge Rail connection: 8 BASE OPENING(I PER 4000 Sq.Ft.)TYP.(SEE ROOF PLAN FOR CALL OUT AND LOCATIONS) Overlap 2-rows of fasteners @ 6" O.C. w/ FASTEN TOP PLATE TO EACH FASTEN BOTTOM PLATE TO EACH —' ---� -� -� 0.1 '13"x 2-3/8" nails 2x6 STUD w/(4)0.131"X3" NAILS 2x6 STUD w/(4)0.131"X3" NAILS � o 2x6 SPF#2 PARAPET STUDS SIMPSON CS16 STRAP FROM EACH O \ o I' @ lb" O.C. SPACE STUDS SO PARAPET STUD TO INTERIOR FACE OF j Q7.7 i THEY DO NOT LINE UP WITH z__ ROOF RIM w/(10)0.148"x3" NAILS EACH END i� < ;a CL Q ROOF TRUSSES a Roof to Wail Plate FASTEN SHEATHING EACH SIDE — ' OF PARAPET TO ALL MEMBERS 0.131"x3" Toenails @ 3" O.C. w/0.113"x2" NAILS @ 6"O.C. 0 l _I To Plates Together SIMPSON CS16 STRAP FROM TRIPLE 117/x" L.V.L. ROOF =�' DRYWALL p g EACH PARAPET STUD TO PERIMETERS PACKED OUT FLASH & BATT INSULATION N OF RIM FLUSH WITH EDGE OF (R-21 FG w/VB PAINT &OF (2) ROWS 0.13111 x3" Nails EXTERIOR FACE OF RO 2' FOMO SPRAY FOAM BEAD OF CAULK W/(10) 0.148"x3" NAILS EACH END ARAPET WALL ABOVE TOP PLATE _17@ 8n O.C. Stud to Plate FASTEN BOTTOM PLATE DETAIL 'A' _ (2) - 0.131"x3" Nails TO ROOF PERIMETERS w/(2) W x 3'O.S.B. COMPRESSION STRIP ROWS OF#8X4" SCREWS @ 2x6 SPF (STUD) GRADE or BETTER DBL TOP PLATE Ea. stud to plate Z 10" O.C. PER ROW EXTERIOR FINISH 2x6 SPF (STUD) GRADE or BETTER STUDS 0 16"O.C. (SEE EXTERIOR ELEVATIONS) " ZIP WA L SHEATHING (32/16) ( O ( 1 11 — 1 LLJ 00 DETAIL A (SCALE:3/4 - 1 ) FLASH & BATT INSULATION (R-11 FG w/ VB PAINT & 2" FOMO SPRAY FOAM O C— 0 2x6 SPF (STUD) GRADE or BETTER BOTTOM PLATE I O o —' x cry DBL. 11%" L.V.L PERIMETER W p LQ _ 0- Q " T&G OSB (48/24) �, •� !Z lil R BIRD TM CAULK , %n Stud to Plate Direct Nail (End Grain) BELOW BTM. PLATE 116" OJ2000 OPEN WEB F1.00R JOIST ® 16"O.C. _ V) DBL 2x8 P.T. SILL ' m z (2) - 0.131"x3" Nails Ea. stud to plate PLATE BY BUILDER Bottom Plates to Floor LATERAL BRACING � 0.131"x3" Nails @ 12" O.C. FLASH & BATT INSULATION (R-11 FG w/ ve PAINT & LJ 2" FOMO SPRAY FOAM) DETAIL 'B' w 1st. Story wall stud to Floor Band Connections: (�i�) LL_ o W • Sheathing Overlap Floor rim. Joist min. 3" w/ m ; 2-Rows of 0.113"x2" Nails @ 6" O.C. staggered in z into Perimeter bands (Endwalls & Sidewalls) Floor Band to Sill Plate Connections: • Sheathing Overlap Sill Platel .5" w/ 1-Row of Floor Girder to Foundation Connection: 0.113"x2" Nails as listed below. Fasten on-site for listed Load Line_ A & C @ 5" O.C. Line B & D @ 6" O.C. FASTEN DBL. TOP PLATE Line 1 @ 3" O.C. TOGETHER w/(2) ROWS OF Line 2 3" O.C. 0.131"X3" NAILS @ 8" O.C. -- PER ROW STAGGERED 1 st. Story to Sill Plate Connections: Lines 1 ,2,4 & 5 SECTION — FASTEN TOP PLATE TO EACH FASTEN BOTTOM PLATE TO EACH • Simpson Strong-Tie LTP4 @ 14" O.C. w/ (12) 2x6 STUD w/(4)0.131"X3" NAILS 2x6 STUD w/(4)0.131"X3" NAILS 0.131"x1%" nails {***) 2x6 SPF#2 PARAPET STUDS SIMPSON CS16 STRAP FROM EACH 1 st. Story to Sill Plate Connections: Lines_A,B,C & D @ 16"Q.C. SPACE STUDS SO PARAPET STUD TO INTERIOR FACE OF • 0.131"x3" Toe nails @ 6" O.C. (***) THEY DO NOT LINE UP WITH ROOF RIM w/(10)0.148"x3" NAILS EACH END ROOF TRUSSES FASTEN SHEATHING EACH SID OF PARAPET TO ALL MEMBE w/0.I 13"x2" NAILS @ 6" O.C. - RETAIL 'B' (SCALE: 3/4" 1 ' ) SIMPSON CS16 STRAP FROM BLOCKING IN IST TWO BAYS EACH PARAPET STUD TO DEPARTMENT OF STATE CODES DIVISION EXTERIOR FACE OF ROOF RIM FULL HEIGHT BLOCKING @ 16" O.C. ALBANY,NY 12231-0001 Stamp of for System, or Compo. nt SECTION DETAILS w/(10)0.148"x3" NAILS EACH END BETWEEN EDGE RAIL AND 1ST TRUSS )` ' �� '� � . -C3t� -� -E. FASTEN BOTTOM PLATE Manufacturer's No. Application No. Date of Approval TRIPLE ROOF PERIMETERS NOTICE:This approval is applicable only to those components of the factory manufartuned MANUFACTURED BY TO ROOF PERIMETERS w/(2) PACKED.OUT FLUSH WITH buildirlp that are fabricated and assembled in the factory manufacturer's facility. This NOTE: ROWS OF#8x4" SCREWS @ approval issionfromt refim the eappoveddo umenturerfromresponsibititylortleviaGons.errors or DUE TO MOISTURE CONTENT OF WOOD, SOME 10" Q.C. PER ROW EDGE OF PARAPET WALL onassionhomtheapproveddorwsnersts. AN site related worts st be reviewed for approval by the local•Code Enforcement Official, SHRINKAGE MAY OCCUR IN THE FACE WIDTH 9y M OF THE LUMBER DUE TO NATURAL LUMBER Jo n R.Addario Don Thomas Jr SEASONING PROCESS AND MAY EFFECT THE Industries ,I n C. EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SIMPSON CS16 STRAP ALONG TOP OF 1ST SCRANTON, PA 18504 TWO BLOCKS TO EXTERIOR FACE OF ROOF t: `} _ ' �y � Builder/Dealer: Customer: RIM BEFORE ROOF SHEATHING IS INSTALLED w/(10)0.148"x1.5" NAILS EACH END ill, " FF f��. Re4a Drazic '� Drawn By: Revised By: PBW 8-1 -16 PBW f .t Date: Eng #: 11 --3--15 15-1002 Scale Serial #: Checked by: 3/8" — 1'-0„ Model: 08/01/16 Drazic Res This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. PARAPET WALL FASTENING DETAIL REVISIONS . Warning: It is a violation of the NYS Education Law Article 145 P R E F A gS 10 for any person, unless he is acting under the direction of a licensed Professional an . THE MODERN MODULAR 21 Engineer, to alter this item in g Y way. BY RESOLUTION : 4 ARCHITECTURE NOTE: THE ROOF DECK,ROOF TRELLIS,RAILING SYSTEMS AND CONNECTIONS OF ALL m COMPONENTS THEREOF TO S'T'RUCTURE WILL B I w wIw . ENGINEERED BY A DESIGN PROFESSIONAL AND wIw wIw ^=� w I i a'D BUILT ON-SITE BY THE G.C.THE DESIGN AND C 5• -. M a o CONSTRUCTION OF THESE ITEMS WILL BE o I$ 5 T oIo M aI SUBJECT TO REVIEW AND APPROVAL OF THE I I a oIo i 3 0 LOCAL CODE ENFORCEMENT OFFICIAL, I PREFABRICATED---------t ' EXTERIOR WALL & ROOF I INSULATED SS FLUE: d - STRUCTURE TO BE SITE BUILT BY G.C. Et.114'-4 1/8" BY G.C. (•*•) _t., i __ _ -- - ��_ _ ----_____.—. T.O.ROOFSTRUCTURE t ) i S1 tic iii; _ _.—. ._.. _ . __. _ _ .—. _ ._ ...... `•�-_.--._.��j....._..:;� ,.3-_.__�.�.._`Y r�_ � { � .... I El.113'-1 1/4" B.O.ROOF STRUCTURE ? I 6X6 CEDAR POSTS BY CEDAR TOP RAILING TO 2X2 CEDAR RAIL ON MATCH & ALIGN W/2X2 (r. i P.T. FRAMING, BY G.C. (*•*) CEDAR RAIL SYSTEM, T ,--i /4" BY EL ICS'-i 1 .,..�..we ...tim_•wTa•,-.+„.....Vw. -..,.-...-.,•....�wv... .�-. .. .. .._., .. .. - ,.. .. .. . . .. .. .. ��3..-- .............•..-..-.-.-..-_--.--..�-.—..�-..._...r.... - ",.; ' N. _ _ T.O.RAIL Epp,': %`STM-'•- '.� �: . IP KIN G.C. E DECG Y C C. 05'- E 1 1/4" �+.n. 'ww�++.+:»�..+`-v.+�.. of .....�-w.....v��•...=��` f _:. =�x.. w_ r�x �_ �._w�..�..........__.�_:,,,.»:�='w.�.-,."'"�:,.��;,.::,;"�'sw-:-='`' ':.::'.�.:..^�,..-:.-^ ..�.,..._......,,:...,..,.....,.�,..��r � 7.0. PARAPET �• Nom-. � L.............ti..—_—.—. _...._.. ^M'.-.,r.........,.- ...^.rte....... rh«........,..-._-.w,...,........w�x. -' • •rte-..�v _ :f,�r^--• _..era.,....rN-.v....-w.�...«..,.-+.ur' ..... F BEAD OF CAM NStRA1Wk ABOVE TOP KOE FLASN R BATT INa , FC R/APARZT# 2'FO 2•i0d0 SPRAY F9W ( t -------- 1�'x 3'0S.9.WRESSM STRIP ( I - M SPF(STUD)CRAOE or BETTER DBI.TOP PLATE c 0 1 11182 OWN ytb SPF(m)CRAM a BETTER IM 0 Ir 0-t ( ( I (S EIEVAMNS) X•DRYWALL h"ZtP WkL SHFATHVIC(32/I6) ' F1ASH R BATT WSIRATM(R-T5 FC it/YB PAINT h r FOMO SPRAY FOAM I I —.�- 24 SPF(STUD)CRAM of OMER BOMM PLATE 0,i I 6Y,C.PERIMETER I',-T4G 959(49i24) I I ---F �w 5lv OJ200(REN WED FLOOR.W 0 14.OX. I- f m Z ,I 1 eFA9 9F cwix uTtau sum9aow aTM.PLATE MSN a PART INSU AMN A (R-II FC r/YB PAMT A 2'FOW SRRAY MW)(^•) 15�-7" 1" 15'-10" 1" 15'-10" 1" 15'-7' J BOX WIDTH BOX WIDTH BOX WIDTH BOX WIDTH 5W m? SECTION -2 EDEL ARTIFICIAL GREEN TURF "UNLIlVIITED" TILES NOTE: 2x6 P.T. ROOF DECKING ON ROOF DECK & EDEL ARTIFICIAL TURF SLEEPERS SET ON BLOCKING OR ARE TO BE PROVIDED AND PEDESTALS AS REQ'D FOR INSTALLED ON-SITE BY OTHERS %4" IPE DECKING �P ALBAW.NY�a 10DIav�s,oN UNRESTRICTED DRAINAGE{* } PE aly.,rwn lU Aa . tm of o �Sjsle1, Ud�1,O a t tA"'Jr, p .+ man f "N Qf�'1 NOTICE:TW Cera No. #me�of�* mvdscww "1 b • r ✓� ? w'ro aWovA SW not to M fttt►e achm from f��ba�i tKs QnU3"from th88QQfined dO�. ( I. • EI �> AIt Bila related vr+olk be reviewed for approval by the beat Code ErEfoFoanred QllcW. By 4C WALKING PAD TO GAP MUST BE WALKING PAD REQ'D TO '__ :' {'j � $` J R.Addarro Don Ttranas h PROVIDED ON-SITE IN ORDER PROTECT EPDM ROOFING t SUPPORT BLOCK @ � �` FOR THE ROOF TO DRAIN AS WHERE EVER FRAMING �' `: " • ''fir, 08/02/1 s r PETER SEE ROOF SHOWN ON ROOF PLAN(pg.7) COMES INTO CONTACT SECTION DETAILS PLAN FOR LOCATION w/EPDM MEMBRANE ` t WRAPPED w/EPDM FOR REFER TO PLUMBING PLAN(pg. 15) ) MANUFACTURED BY WATERPROOFING FOR DRAINAGE LOCATIONS NOTE: DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER + SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. EXTERIOR FINISH APPLICATION. EXTERIOR SECTION OF ON—SITE ROOF DECK FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE NOTE: SCRANTON, PA 18504 THE ROOF DECK,ROOF TRELLIS, RAILING Builder/Dealer: Customer: SYSTEMS AND CONNECTIONS OF ALL Drawn a By: Revised eBy: PBW 8--1--16 PBW COMPONENTS THEREOF TO STRUCTURE WILL BE Date: Eng #: ENGINEERED BY A DESIGN PROFESSIONAL AND 11 -3-15 15-1002 Scale: - 1 T_aT, Serial #: Checked by: BUILT ON-SITE BY THE G.C. THE DESIGN AND ____ CONSTRUCTION OF THESE ITEMS WILL BE Model: Drazic Res SUBJECT TO REVIEW AND APPROVAL OF THE This drawing is the property of SIMPLEX and is loaned upon LOCAL CODE ENFORCEMENT OFFICIAL. condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS t� sEFABS11 Warning: It is a violation of the NYS Education Law Article 14 r R for any person, unless he is acting under the direction of a licensed Professional an Engineer, to alter this item in . THE MODERN MODULAR 2 1 g Y way. BY RESOLUTION : 4 ARCHITECTURE 60'-0' - SUGGESTED LiFnNG LOCATIONS 20'-0' 20'-0' (2)20 SPF#2 STRAP BEAM TO COLUMN SPF#2 &COLUMN TO FLOOR w/(1) SIMPSON LSTAI8 STRAPS (3)2xG SPF#? BEAM TO COLUMN AREA TO BE SUPPLIED AND MN TO FLOOR w/(1) INSTALLED ON-S1TL BY OTUERS. STRAP BEAM TO COLUMN N LSTAI8 STRAPS j —'j PER ALL LOCAL/STATE BUILDING &COL.UMN TO FLOOR W/O) S1MI"SONLSTA18STRAPS —_____---__—.------------- ------ CODLS.("��) SPF#2 . . . . . . . . . . . . . . . . . . . . . . (4)2x6 SPT#2 BEAM TO COLUMN STRAP BEAM TO COLUMN UMN TO FLOOR w/(2) x &COLUMN TO FLUOR w/(2) i' I t 1 1' ! 'I 1 r 1' t 1 SIMPSON LSTAI8 STRAPS S 1 1 A T .�< rsimpsoN LSTAI8 STRAPS 1 1' I' '1 ' 1 I' '1' 'I' t t 'I' . .I 1 IC N � �1t0) ! 1 t �� ---- . • 1 '1' lUTIA 81S .A .1. .I . t t •I. •I. t t •I LL('3 ! `\ r- _ -_-j . . . t 1- '1' -1 - I I I I I' '1' '1 t' o. :•d; o (5)2x6 SPF#2 STRAP BEAM TO COLUMN COLUMN TO FLOOR w/ _ (3)SIMPSON LSTAI8 J.'.'::.'::' / :\':.':::: STRAPS i� --- SP' - --- 4 2xGSPI'#2 i t..:::....:..I.... y. STRA1 TIL'AM.TO.CpLUtoiN. :.'..::'.':.:':.'.':::::::.:'::;'..'.'.':.'.:....'......'.'.'.'.'.'.'.'.' STRAP BEAM TO COLUMN / t ::: I•;•,• :COLUMNTO FCOUR•w 1 - t'.'::. !'( D�'�•�• &COLUMN TO FLOOR wI(3) ................ ............................................ I..... :.5lfvik?S01d i SIA18 STRAPS:. ::.':::'::•'::::':':::::':::'::::::::':::::::' SIMPSON LSTAI8 STRAPS �1' Ea.T111S HALF L__-___ _ _ C 1.1:(3)LS"x 11.7/8"L V,L.(NO SPLICE'S L'NT1R L'LEN(3T I) _ (3)2xb SPI,#2 ( (4)2x6 SPI'#2 (2)2x6 SPF#_ STRAP BEAM TO COLUMN ..j.',1 w!(3)SIMPSON STRAP BEAM �ST(A CMN STRAP BEAM TO COLUMN &COLUMN TO FLOOR w/(2} j t &COLUMN TO FLOOR w/(1) t''I;'. '.'."' STRAPS Ea,THIS IIALF SIMPSON LSTA18 STRAPS SIMPSON LSTAI8 STRAPS :..j.'1 (•1)2x6 SPF'#2 (3)2x4 SPF#2 STRAP BEAM TO COLUMN STRAP BE-AM TO COLUMN ;} (6)2x4 SPF#2 &COLUMN TO FLOOR w/(2) &COLUMN TO FLOOR w/(1) STRAP BEAM TO COLUMN&COLUMN TO SIMPSON LSTAI8 STRAPS SIMPSON LSTA18 STRAPS ,,j;, FLOOR wj(3)SIMPSON LSTA18 STRAPS 1 FASTEN OUTER PLY olr L.V.L,BEAM TO. t MIDDLE PLY w/(3)ROWS OF#8x4" .'..j'ttj : ' ": SCREWS @3-O.C. (6-SCREWS PER ROW) :::j,t; CENTER ROWS OVER COLUMN SPACE 1;I• ROWS 3"APART VERTICALLY •j•1 I1 . ,j.. ..... (4)2x6 SPF#2 (3)2x6 SPF tit ::.�.'. STRAP BEAM TO COLUMN STRAP SEAM TO COI.,UMN (:1)2x6 SPF#2 :.1•.I:' 6 COLUMN TO FLOOR w/(3) &COLUMN TO FLOOR w/(3) STRAP BEAM TO COLUMN SIMPSON LSTAI8 STRAPS SIMPSON LSTAI8 STRAPS &COLUMN TO FLOOR w/(1} SIMPSON LSTAI8 STRAPS C01.1:(3)1.5"x11.718"L.V.L.(NO SPLICES ENTIRE LENGTH) (3)2x4 SPF#2 COI-1:(3)1,5"xl l-7/8"L.Y.L.(NU SPLICES ENTIRE LENGTft) _ STRAP BEAM TO COLUMN / &COLUMN TO FLOOR w1(j) (G} 2x4 SPF#2 (Aj 2xb SPP#2 SIMPSON LSTAlB STRAPS / STRAP BEAM TO COLUMN&COLUMN TO STRAP BEAM TO COLUMN NOTE: C� f•LOORw/(3)S1MI'SONLSTAl8STRAPS w/(3)SIMPSON LSTA18 1•.(3) 1,5"x 11.875L.V:L. EXTERIORWALL ROOF ' FASTEN OUTER PLY OF L.V.L.BEAM TO STRAPS GENERAL NOTES: MIDDLE PLY w/(3)ROWS OF#8x4•' PERIMETER BEAM(NO SPLICES.OVER OPENINGS) SCR11 #3 ().C, t6-scxl ws 1>ER Row) .2. FASTEN AILL 3-PLY L.V:I.:,`BEAMS TOGETHER CENTER ROWS OVER COLUMN SPACE ROWS 3"APART VERTICALLY w/(3)ROWS OF 0.131",3".NAILS @''10"Q.C.PER.ROW. */ 1. ITEMS NOTED WITH A SINGLE ASTERISK (*} SHALL -_-- STAGGERED BE PROVIDED BY SIMPLEX, SHIPPED (LOOSE, AND INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**} SHALL - f BE PROVIDED BY SIMPLEX, SHIPPED (LOOSE, AND ` 1 INSTALLED BY THE BUILDER AT THE JOB SITE, PER (� (4)2x6 SP1°#2 (4)2x6 SPr#2 (3)2x6 SPF#2 LOCAL CODES. \ STRAP BEAM TO COLUMN& STRAP BEAM TO COLUMN.,. STRAP BEAM TO COLUMN ^"" (2)2x6 SPF#2: """" COLUMN TO FLOOR w/(3) w/(3)SIMPSON LSTAI8 &COLUMN TO FLOOR w/(2) STRAP BEAh1 TO COLUMN \ ..\ "'" SIMPSON LSTAI8 STRAPS STRAPS , &COLUMN TO[LOOR;w/(1) 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL \ :.::,;':. "" ""'�""""" "'" SIMPSON j :.' .'::.:'.':.}'::.':::: CG 1-I:(3)3,5"x11-7/8"L.V.L.(NO SPLICES LNT)RE LL'NGTII) SIMPSON LSTAI8 STRAPS / BE PROVIDED AND INSTALLED BY THE BUILDER AT THE J08 SITE, PER LOCAL CODES. - — CCT(• 7 4 P rig t' 1 ' x6 S ( 2 I / O LIMN :'I. 1. T CO BEAM L STRAP c 1 **** BE s \ ALL �k SH 1 FOUR ASTERISK T WITH 4 ITEMS NOTED r • cltlt(w t TE LIMN OIL ( COLUMN /( DEPARTMENT &c ) ARTM \. T TAT OF STATE CODES DIVISION S D1VIS O SIMPSON T 85TRAIS 1 S 1 S LSTAI M { RE E CREW AT TH AND INSTALLS BY THE SET w PROVIDEDA D A ALBANY. Y'! 1- 1 ..., ,fV 223 fJQO S _> JOB SITE PER LOCAL CODES. - - Stam otApproval t r o a Sys em,Modell,eyr Go po ent 0 f c SLI �� � 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE 1 �'-s' 1 -o" T- " ::•':•' `�'. �!';` :'' Msnufedurel'a Na. Application Na. Date of Approval E E -SITE BY THE BUILDER, I ' ALL WORK TOB DON ON ... 30'-0' - SUGG uF1ING'POINTS' ..� . NOTICE:This approval Is applicable art to those components of the fact manufacWred AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN N Ory t ;�r'��'.' -t: buildklgs that are fabricated and assembled in the factory manufacturer's facility. This LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE 1 (7)2x6 SPF#2 4 approval shah not relieve the manufacturer from responsibility for deviations,errors.or BUILDING CODES AND REGULATIONS. STRAP BLrAM TO COLUMN omission from the approved documents. COLUMN TO 17 OOR wJ L._. (.---1 (3)SIMPSON LSTA 18 w yNwµ,M AN>i�8 related work be reviewed for approval by the total Code Enforcement Offidat. STRAPS Jot n R.Addario Aon Thomas Jr 77 { ------- �` - �v+ w w { 1, I St. FLOOR STRUCTURAL PLAN (2)2x6 SPP#2 I 3 2x6 SP1'#2 (3 2x6 SPI#2 �'rxw.�' STRAP BEAM TO COLUMN —^--- 1 STRAP BEAM TO COLUMN STRAP BEAM TO COLUMN &COLUMN TO FLOOR wl(I) ' ' ' ' ' ' ' • I &COLUMN TO FLOOR w/(2) &COLUMN TO FLOOR,dJ(2) SIMPSON LSTA 18 STRAPS -------`---------^^ —^--^^— SIMPSON LSTA18STRAPS SIMPSON LSTAI8STRAPS MANUFACTURED BY (4)2a6SPI:02 08/01/16 STRAP BEAM TO COLUMN NOTE: &cMPSONLSA18ST APS DUE TO MOISTURE CONTENT OF WOOD, SOME siMPsoNLSTn18sTRAPs SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER �■� SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. • EXTERIOR FINISH APPLICATION. EXTERIOR 10'-0" 20'-0" 20'-0' tQ'-o' FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER W-0' - SUGGESTED UFTING LOCATIONS FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SCRANTON, PA 18504 Builder/Dealer: Customer: Re4a Drazic Drawn By: Revised By: PBW 8--1--16 PBW Hate: Eng #: 11 -3-15 15-1002 Scale: Serial #: Checked by: 3/16" — 1 '--0'> _---- Model: Drazic Res N This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS I Warning: It is a violation of the NYS Education Law Article 145 2 P R E F A S for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in an way. THE MODERN MODULAR 21 g � Y Y BY RESOLUTION : 4 ARCHITECTURE SLIDING CONNECTIONS: OVERTURNING CONNECTIONS: UPLIFT CONNECTIONS EXT WALL Roof to Wall Plate 0.131"x3'toenails. 1 Ststorymodule to It2 In min concrete cover Truss to Edge Rail Sirrpson WLI-II1311 (10)0.131'xl.5'nails to � 172 lb 2 Foundation-line-1 Simpson Strong-Tie 226 pif edge rail and(4)0.131"xl.5" Connection 3403 lb STHD14RJ and(30)16d sinkers,locate Connection ..................... ... ......................... nails to joist 1.5in from corner @ 16 in o.c. 0.131"x3.0"Nails in End- 7116"OSB/PLY overlap Top Plate to Studs&Bottom 172 lb Grain. NA IstStoryModuleto Wall Sheathing to Edge Rail 226 pif ...........2.,r.o.rows-o.f..fasteners'.... . . ............ 0.1 13in x 2-3/8in nails Plate to Studs ....................................................... Connection 2 per stud Foundation-line-2 Simpson Strong-Tie 112 in min concrete cover @ 6 in ox. 2064 lb STHD14RJ and(30)16d sinkers,locate I 1.5in from corner 0.131"x3.0"Nails line A&C 196 pif 6 In ox, Bottom Plato to Floor 129 pif NA 7/16"OSBIPLY overlap floor ..........­­.................................... rim joist min.3" ............... ........ 12 in o.c. I stStoryModule to Iststorywall . ................... ........................................ line Truss Bottom Chord or Foundation-line.A Dead Load of Structure is Stud to Floor _B&D 143 if 6 in ox. 0.131"x3.0"Nails toed OK Sufficient to Resist 0 0.1131n x 2ln nails ........... .......... ............... ............. . .......... .................. Overturning Load Ceiling Joist to Endwall Top 242 pif Band Plate Connection ........ ................. line 1 0 pit 6 in o.c. @ 5 in OC Use 2 rows of fasteners alongbottom edge of panel .......................... ............... ...... .......... ....................... Simpson Strong-Tie LTP4 I st Story Module to I st Story to Sill Plato469 pif @.1.4...1...I.n 1.OC (12)0.131 in x 1 112in nails Foundation-line-B Simpson Strong-Tie 1/2 in min concrete cover line-2 0 plf 6 in o.c. Connoction-lino_1,2,4&5 . .................... 3821 lb HD14RJ and(30)16d sinkers,locate ST 1.5in from comer 7/16"OSa/PLYoverlap sill line-A&C 196 plf 5 in o.c. 0,131"x 3"toenails. I st Story to Sill Plate plate 1.5" ......I....... ....... LINE A Connection-lirie_A B,C& 178 plf @ 6 in OC NIA I st Story Module to 60'-0' . . ... .... ARIA TO BE SUPPLIUD AND 1) .................-.1-11-1-1.............. line-B&D 143 If 6 in o.c. INSTALLED ON-SITE OTHIERS. Foundation-line_3 Simpson Strong-Tie 1/2 in min concrete cover Floor Band to ............- ------ I PUR ALL LOCALISTATE BUILU)ING 2167 lb and(30)16d sinkers,locate Sill Plate 0.1 13in x 2in nails ................ .................... ...... ............ ..................... STHD14RJ CODES. 1st Floor Endwall Matoline- ----------------------- 1.5in from comer Connection -7---77--7. . . . . . . . . . . . . . . . . . . Top Plate to Top Plate 1 (22)0.148in x 2.5in nails ..................... ........................ line 1 0 plf 3 in o.c. I. 1906 lb 2 Simpson LSTA30 Straps Use I row of fasteners 4'-11 7/B" S-5 3/16' Ceiling Rim to Ceiling Rim each strap .......... ..................................................................... .....- ly . 1. 1 J. I' .I . I " 'I, I" along bottom edge of panel SIMPSON . . . . . . across Mateline 1 st Story Module to line 2 0 plf SH14RJ . . . . . . . 1. A Foundation-line_4 112 in min concrete cover 3 Ino.c, F_ 2,00q . . . . f 1- 1 st Floor Endwall Mateline- and(30)16d sinkers,locate ----------1 2281 lb Simpson Strong-Tia r---------, --------- (22)0.148in x 2.5in nails STH014RJ . . . . . . Floor Rim to Floor Rim 1906 lb 2 Simpson LSTA30 Straps oach strap 1.5in from corner UPLIFT CONNECTIONS MATE WALL across Mateline If I st Story Module to Ceiling Beam/Rail to Wall Simpson Strong-Tie LSTA12 (10)0.1 48")Q.5"nails 0 0 Stud Connection 226 plf (5 each end of strap) EXTERIOR WALL SHEATHING Foundation-line-C Simpson Strong-Tie 1/2 in min concrete cover ...::. f .. �': 4150 lb and(30)16d sinkers,locate 32 in o.c. FIELD NAILING TO BE 11 O.C. STH014RJ SIMPSON (2) SIMPSON LSTA30 STRAPS 1.5in from corner STHD14RJ 'x2. ,RWALL Simpson Strong- to -(2)1.5'xi 1-7/8"L.V1.JOIST UNDII ACROSS MATELINE ON 1 ST 1st Stud to Floor (10)0.148' 5"nails 3,4031 C'4 10CATI11 OPEN WEB JOIST ABOVE WALL STORY CEILING RIM Girder Connection 161 plf (5 each end of strap) _FASTENOI L�N W1:B TOTOP PLATE I st Story Module to -1 :T kym.131"x3'NAII,5TOED P4'O.0 Foundation-line-D @ 48 in o.c. 0 -FASTEN BOTTOM PLNITI TO DBL.Lv.L. Dead Load of is I I FLR.JOlST%-A2)ROWS OFO.131"0"NAILS OK Sufficieritto Resist 0 SHEAR WALL SPECS: I-0_11 0 8-O.C.PER ROW STAGGERED In Overturning Load 71,16"CIS11 16v/0.113"42"nails 1st Story\1?all-lbic I 378 pif 3"o.c,panel edge&I1"o.e. 'r 1 4 1 st Story Module to ...................... field nailing(oxdcrior) Set;ineotcd J Foundation-line 5 Simpson Strong-Tie 1/2 in min concrete cover 3188 lb and(30)16d sinkers,locate 7/16"OSB wl 0.113"x2"nails (2) SIMPSON 14US210-2 RANGER FROM STHD14RJ 11st Story Wall-1inc-2 STRAPS DBL L.V.L.FI.R.iomi-To 1.5in from corner MATLILINU FLIt.(1111 DIX 229 If (a14"o.c.panel edge&11"ox. STUDS TO DBL LV.L III �tz FIR.JOIST(2,0641) CONNECLIONS ON-SIZE BY YLrforafut field nailing(chtcrior) III BUILDER FROM FLOOKGIRDER TO FOUNDATION FOR I,i. N UPLIFT TOP PLATE SPLICE LIMITATIONS: 7/16"OSS w/0. nails 9:;P_:J jn!Z' FASTEN MATELINE FLOOR Ist Story Wall-line A SIMPSON _T 111010101111 '& iE� CEILING RIMS TOGMER SIMPSON (2)SI LSW 94 SMD14RJ L--------3,8211 MAPS ....................... ................ MD14FJ (2)SIMPSON CS16 i'8. �f 1/2-THRU BUTS 0 48*D.C. inimum sp ice ap w ere spl ces are allowed = :1.1 , - * '� f field n;iiIiikg(e%2crlor) FROM WALL STUDS TOperforated 1 OR 3/rxB'LAGS 0 32-O.C, BASEMENT WALL STUDS. I FI.R. "-SIMPSON JIUS2 tO-2 IIANGER FROM 1st Floor CONNECTION ON-SITE ITY I DDL.I.M.L.FLR,JOIST TO Double 2x6 Top Plate-NO No 7116"OS13 w/0,113'x2"(iij 21' BUILM FROM BhSNENT MATELINLIFL.R.OIRDER. Splices oat Story Wall-line'.13 ox p incl cd&e&1!"a.0.field, STUDS TO FOUNDATION FOR CONNECTIONS ON SII`QBY 4575 lb ...........................-.................................... .................................................. 491 p If ZCGq UPLIFT BUILDER FROM FLOOR GIRDER TOEndwalls ............ . ....................... ............................... nailing(cveiior)-dbf studs(a), FOUNDATION FOR 2.X67#UPLIFT Segmented a LINE 8 7116"0SI3 w/0.113':42"nails 1stFloor Double 2x6 Top Plate With Ist.Story Wall-line-3 Stagger 2 rows of ........ Splices 9 @ 8 in oc 241 p If @ 4"o.c.panel cdg-&I I o.c, .131*x3.0"Nails .............................................- field nailing(cxlcrior) + 1469 lb ................................................................................................... ................ Segmented z Sidewalls IYI II 7/16"OS13 w/0,13 nails (2)I-Vxlo.3X L.V.L.JOIST&9.25-FLAT UNDER WALL 1st Story Will-lute 4 -LOCATE 20 FLATS BETWEEN OPEN W1213 JOIST ABOVE-WALL 277plf CM 6"ox.panel cdbv&I V o.c. -FASTEN FLATSTOTOP PLATE 2) SIMPSON LSTA30 STRAPS field niiWig(ederior) (2)SIMPSON CST$STRAPS wl(4)0.13 I"x3"NAILS Orm INTERS13CTION ACROSS MATELINE ON ''IST Perforated FROM WALL STUDS TO -FASTEN DOI-FOM PLATE TO(2)-(1.5'x!0.3/1]"L.V.L.JOIST 9.25" 1 FLATUNDLA WALL STORY FLOOR RIM 7716"OSB w/0.113'Z'nails w/(2)ROWS 01;0.13 1-0-NAILS BASEWENT WALL STUDS. W Story Wall-fino C (t##) @ I;-O.C.PER ROWSTAGGERIM 256 plf @,)3"ox.panel edge&I I"o.c. CONNECTION ON-SITE 13Y (2) PSON LSTAIB I .......... .............. BUILM FROM BASEMENT It I FROM WALL tR DETAIL 1 P c"r'fo,r.'itc'd field nailing(cicrior) STUDS TO FOUNDATION FOR DS M LV.L C14. 2.084 WWT(W) o� 7/16!'OSB%v/0.113"Z'naih, LJ.i A FASTEN MATEUNE FLOOR& line D �§ CEILING RIMS 70GETHER 1st Story Wall - IMPSON IIUS210-2 IIANOER FROM ON-SITE ACROSS MAMWE WITH 73 plif (�i�)6"ox.panel ed W&11"o.c. If I I zli 1­1 1 ... I.......................................... uBL.L.V.L FLR.JOISTTQ I/r 7HRU BOLTS 048.O.C. Segnicritcd field nanig(e.,derior) GIRDER. OR 3/8'xr M 0 32'D.C. )NNECTIO"i ON-SM BY OS13 w/0.113")t2"nails 1 UILDER PROM FLOOR OIROLR T() Ist Story Wall-line 5 7/10 I OUNDATION FOR 2.1674 UPLIFT 374 p If @ 3"o.c,panel cdge&11"ox. ..........1.1-1.11..........I........................ fidd nailing(e\terior) Segmented SHEATHING CONNECTIONS: MAIN ROOF: 218 plf t 6' o.c.panel el edge nailing and 11"o.c.field RoofSheathing 7/16"OSS (Unblocked) nWing LINE C 69'-7' OVERHANGS: DEPARTMENT OF STATE CODES DIVISION Shear A 31-MOI 4 in o.c.edge 8 field 20'-11 1/8' Stara of Approval for a System,Model,or Co 0.113"W"nails at KOIT 0 L-02A -SINIPSONHUSC210 NGE o7pl-'a"' F�ONI DBL.L.V.L PLR.JOISTTO �' _!.5 I I Wall Sheathing 56 pl'f 2-7* MATELINE.III.K.GIRDER. SIMPSON SIMPSON SIMPSON SWFSON SMPSDN SIMPSON 7/16" OSB CONNECTIONS ON�SITT!BY PACK CORNER STUDS STH014RJ 14RJ MOM STHD14RJ SM14R.J STIiD14RJ Manufacturer's No. Application No. Date of 4proval .................... ........... ...... ........................ 6"oz,panel edge nailing BUILDERFROMFLOORoIRDLI(TO OUR SOTHERE IS ROOM 4.1501 2,2811 2,281111 3,1881 3.1881 4.15q Non Shear Wall Suction and I I"o.c.field nailing FOUNDATION FOR 2.167#UPLIFT (44s) (10").'' 1 1.:. NOTICE:This approval Is appka*only tD those COMPONnts of the factory=nA"jW TO INSTALL ST11014RI ('44) F&IM MATWNE FLOOR - - - - - - - - -- - b�Wt we%Wcatixf and assembled in the factOry frignufaclurees fadlity. This (3)SIMPSON CS16 SIM FROM WA 0.1 13'�Q"nails at 6"o.c. CEILING RIMS TOGETHER ON-SIVE . . 11 approval shah,not relieve the manufacturer from responsibility for deviations ermr$,or 228 p If ACROSS IMATELINE WITH 1/2- WAIL STUDS TO BASEMDff WALL (2 SIMPSON LSTAI8 F I,!, THRU BOLIS 0 48*D.C.OR STUDS. CONNECTION ON-SITE if,- orrosion from the approved dowmAts. Floor Sheathing 518in OSB(Unblocked) panel edge fastening and BY BUILDER FROM BASEMENT STRAPS FROM WALL SIMPSON 11US210-211ANCIEV FROM site related STUDS TO DBL LV.LIIIIIPII AN be feVieWed for IIII)PTOVall by the local Code Enforcement OUW, 12"o.c,field fastening 3/811C 0 32'O.C. STUDS To FOUNDATION FOR 1671) DBL. L.V.L.LVLI'l.R.10=170SIDE ear 4,1501 UPLIFT 0 0 ALL PLR.GIRDER.CONNIXTIONS FM JOIST(2, W By -1 1111 1111 olln R.Addado on homas ir BUILT UP COLUMN CONNElCTIONS: 'll 11111ON ESTA18 STRAPS FROM WALL SIMPSON HUS210-2 HANGER FROM (3)SIMPSON (3)sw ON (3)SIMPSON MA18 STRAPS LSTAI8 STRAPS LSTA18 STRAPS' I.STAI8 STRAPS i Connection made with I SIUDS TO DBIL LV.L DBI_LV.L.FLR-JOIST TO SIDE FROM W" FROM WALL TIM WALL 0131 'X ,Q" Nails FIR.JOIST(2,16V7 WALL FLR.GJRDLR-CONNLCTIONS FROM WALL STUDS TO Dat. SMNOSS M STUDS To OB L STUDS TO DBL LVL nR. LV.L.RR. ..................... LVL fLR' LV.L FIR. Joist(3,188 Required Spacing for two rows stagger'ed JOIST(2,2811 (2.2810) .881) 8 o.c.� 4 A 5 RLOUIRLML-N-I" P N 1: 1.5-xii-718'L.V.L.JOIS'rU,4DC-K WALL -LOCATI:C2)1.5"xl 1.718-L.V.L CLO.JOIST UN04R WALL JOIST UNDISR U') 57SY .IN ABOVE WALL 04 10- -1 L -F-ASTLNL.V.L.CLO.JOIST 1-0 Toll PLATE' WALL NAILS TOLD(4 4"O.C. LLJ -LOCATE OPrN'WEB JOIST ABOVE WALL or LLJ "'Y IN BOTTOM PLATE TO DBL,L.V.L. 'BS -17AS 2x6 FLATS BLTWELN WE IL JOIST kq(2)ROWS 01;0.13 1-0-NAILS, PI.R. -PASTE-N OPEN wLnTOT'OP PLATE, CrT T""T 8-O.0 PER ROWS'AGGER15D %,A).13 1`0"NAILS TOED @ 3'0.C.ot(5) NAILS rt INFITRSLOTION I St. FLOOR SHEAR WALL PLAN -FASTEN BOTTOM PLAT1;T0 DBL.L.V.L J�. FLR.JOIST wAn ROW oi.0.1 31"O"NAILS Cb 4�'O�C. 0 0 0 MANUFACTURED BY -4 NOTE: SIMPSON A? . . . .. . . . . . . . . . . SIMPSON �l I 1_". DUE TO MOISTURE CONTENT OF WOOD, SOME . . . . . . . . . . . . . . .STRD14RJ SM14RJI ------ M014RJ L SHRINKAGE MAY OCCUR IN THE FACE WIDTH ////G2 2,2811 2.2811 OF THE LUMBER DUE TO NATURAL LUMBER 2' 3 e4 14'-3 5/B* SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. .1 60'-G* 08/01/16 EXTERIOR FINISH APPLICATION, EXTERIOR . . . . . . . . . . . . . . . . . . . . . . . . . GENERAL NOTES: ------ LINE D FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES L EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK 1. ITEMS NOTED WITH A SINGLE ASTERISK SHALL ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND SCRANTON, PA 18504 INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE, PER LOCAL CODES. Builder/Dealer: Customer: C'k 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL Re4a Drazic BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND Drawn By: Revised By: INSTALLED BY THE BUILDER AT THE JOB SITE, PER PBW 8-1-16 PBW LOCAL CODES. Date: Eng #: C*** 11-3-15 15-1002 BE PROVIDED AND INSTALLED BY THE BUILDER AT 1' -0" Serial #: Checked by: 3/16" -_ 1 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL Scale: THE JOB SITE, PER LOCAL CODES. Model: 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE Drazic Res PROVIDED AND INSTALLED BY THE SET CREW AT THE This drawing is the property of SIMPLEX and is loaned upon JOB SITE, PER LOCAL CODES. N condition that it is not to be reproduced or copied in whole 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE or in part, or used for furnishing information to others, or for ALL WORK TO BE DONE ON-SITE BY THE BUILDER, any other purpose detrimental to the interest of SIMPLEX and AND/ OR HIS AGENTS, IS TO BE DOME IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE will be returned upon request to SIMPLEX INDUSTRIES, INC. BUILDING CODES AND REGULATIONS. REVISIONS Warning: -It is a violation of the NYS Education Law Article 145 PREFABS 13 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. THE MODERN MODULAR 21 I-Ll� IF�ql IL 11 ICU' IT mom W W� (�2) 281'7 ML i- 11 BY RESOLUTION : 4 ARCHITECTURE 60'-0' 4'-0" min. Splice 4'-0" min, Splice 4'-0" min. Splice (TYP•) STAGGER 2 ROWS OF STAGGER 2 ROWS OF 4'-0 min. Splice (OF STAGGER 2 ROWS OF STAGGER 2 ROWS GF 0.131" x 3' NAILS 0.131"x 3' NAILS 0.131'.x 3' NAILS 0.131'x 3' NAILS If @ 8. O.C. @ 8"O.C. @ 8' O.C. @ 8' O.C. i �, �vv��•,,II N ' N - m W M _ rr2�� f U N 1[') O 2 O I (L S m M Z ' W 4- UA O d O h •� 11 a y1 f1` i q l W Wn O GS go OOfffflffl T a � x at -(z)I.s'x11-7/8^L,v.L.JOIST uNDu WALL i V L(WAIM(2)1.5'"xI1.718"L.V.L.(:LG JOIST _ _ o ABOVE WALL SIMPSUNIIUSC210-»t1ANGGR ~$ FAS't'ENOPEN'WED7Y>•J'OPPLATk• SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON vl 5rN014RJ S1N014RJ STHD14R) STHDI4RJ STHDI4RJ FI(OMDDLL.Y.L.FLR.JOlS1'TU w/0.131"s3"NA1fL51'UED(d•+G"O.C. b1ATELINE FLR.GIRDER, v -FASTEN DOY-1'C)M PLATE TO DBL,L,V.L. 2.281} 2,2811 3,1880 3,1881 2,064} CONNECTIONS ON-SITE BY I-Lit,JOIST W(2d)ROWS OF 0.131"x3"NAILS (111) {111) (NI} (IN} (111) BUILDER FROM FLOOR GIRDERTO Ch 8"O.C.PER IROW STAGGERED FOUNDATION I�UR 2.1670 UPLIFT 16'-5' 3'-5 1/4' 4'-11 7/8" Y-11 3/4 12'-3 3/4' S-4 3/4' 14'--3 5/8' LINE 3 (SEGMENTED) so'-a• /6' OSB w/0.113"x2" NAILS @ 4" O.C. 60'-0• LINE A (PERFORATED) PANEL EDGES & I I" O.C. LINE D (SEGMENTED) 7IELD NAILING (EXTERIOR) /{;' OSB w/0.113"x2"NAILS @ 6" O.C.PANEL EDGES & 11" Q.C. FIELD NAILING (EXTERIOR) �6 OSB w/0.113 x2 NAILS @ 6 O.C.OCPANEL EDGES & 11 O.C.QCFIELD NAILING(EXTERIOR) oroin. 1/2• GENERAL NOTES: 4'-0' min. Splice (Typ.) STAGGER 2 ROWS OF 0.131" x 3" NAILS @ 6.O.C. 'k 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL OSE, AND BE PROVIDED BY SIMPLEX, SHIPPED LO o - INS ALLED D iNG TH ET BY S HE N JOB SITE, PER LOCAL CODES. 04.0N z C* 2. ITEMS NOTED WITH A DOUBLE ASTERISK ( *) SHALL S2 0 \ BE PROVI(7ED BY SIMPLEX, SNIPPED LOOSE, AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER M ? LOCAL CODES. 3 n z N o u� s �*�"�/ 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL co } 1 / BE PROVIDED AND INSTALLED BY THE BUILDER AT �, L , THE JOB SITE, PER LOCAL CODES. � x lo _ 5 17 _ **' */ 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE SIMPSON SIMPSON SIMPSON SIMPSON SIMPSON : SIMPSON SIMPSON / PROVIDED AND INSTALLED BY THE SET CREW AT THE SIMPSON STH014RJ STHD14RI STHD14RJ Sf1t014RJ STHD14PJ SDiD14RJ ss21} 4,150} saes} sorsa} 2,281} 2,2811 4,1501 JOB SITE, PER LOCAL CODES. (211 (N1} (NI) {IN} (/N) (NI) {111) 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE 13'-8 5/8• 20'-1 1/8' 3'-4 5/8' 2'-7' ALL WORK TO BE DONE ON-SITE BY THE BUILDER, AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN 69'-7' LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE 3a'-0' 10'-0 1/2' LINE B (SEGMENTED) THERMO-PLY THIS AREA LINE C (PERFORATED) BUILDING (CODE AND REGULATIONS. 16" OSB w/0.113"x2"NAI.LS @ 2" O.C.PANEL EDGES & 16"OSB w/0.113"x2" NAILS @ 3"O.C.PANEL EDGES I 1 O.C. FIELD NAILING(EXTERIOR)-DBL.STUDS @ SHTG SEAMS & 11"O.C. FIELD NAILING (EXTERIOR) 0 (V }- t],[� (� U µ�{.11 (� m S O Y onao T m O Z V• 1 3 f.o[ Go D tJ d Axl r�i I I 1: t T I x I W W ^ N 'v, v1 0, in "a, N O z c� cif � tO � 00/0000003/1. E0/00/00/000 1 (3)SIMPSON SIMPSON (2)SIMPSON LSTA1B (3)SIMPSON {3}SIMPSON LSIA18 STRAPS SWPSON STRAPS FROM WALL LINEdJ sREOU1RLMEN'rS FROM WALT SMD14RJ SDNUf4RJ STUDS TO DBL LV.L FRAY✓wSfRAPS (2}(IALL .S"x10-3/8"LV.L.JO15'J'&9 S"FI AT FROM WALL LINti4&SRUQ(UlRI 1L:N'I'S STUDS TO D8L 3,821 v UNDER W ALL 3.403} FIUR.JOIST 2,064 (2)LS"xlt•7/8'LV.L.JOISTUNDLIRWALL LING46:SRL:QUIttLMEN't'S LY-L ( }) STUDS TO DBL STUDS TO DBL i->(l.5"x 10 3/8"L.V.L.1015Th)25"FLA NI or(2)-0.5"xl 1-7/8"L.V.L.JOIST UNDER JOIST 2,281 (IN) { } LOCATE WEB JOIS'1'ADOVE WALL LY.L J1R, WALL LV.L FIR' -(2).(LS"xIQ318"L.V.L.JO[S'C&9.25"FLAT UNDER WALL .PAS-rEN OPEN WEBTO TOL'PLATE STUDSJOIST T,281 JOIST 2,281 or(2)-(L5"x11-7/8"LV.L.JOISTUNDER SI.MI'SONIIU AD-2 HANGER PROM wn).13 i"x3"NAILS TOED @ 4"O.C. }) •IACA'rEOVLN WEB JOIST ABOVE'WALL { f) UNDER WALL SIMPSON IIUS.10 2 HANGER FROM or(2)-11.5"x11.111CL,V.L.JOIST UNDER WALL DBL.L.V.L.FLK JOISY1'OSIDE DBL L.V.L.1• R.JOIST TO FASTEN BO'1TOMPLA'IETODBL.LV•L. SIMPSONJIUS210.211ANGL'RI'ROM FASTL'NOYL•NWE13T-OTOPPLAT'E SIMPSON IIIJS210-2 I IANGER FROM LOCAI'iO1'ENWEBJOIS'fABOVEWALL 11'--0 1/2" w/0.131"x3"NAILS TOED@ 3-O.C. 11'-0 1/2" WALL WALL!•LI(.GIItDL'R,C'ONNL-CI'IONS 12'-) 1/4• MATGLtNEO''ONS1't79BY 1LI(.]OIS1'w/(S)ROWS OF0.131"x3"NAILS DOL.L.Y.L.ILR.]OfS'I'T'USIDE' FASTENB01TOM' 'E'1 DBL L.V.L.J'LI2.!DIST)OSIDE• LOCATE OPEN WEB JOIST'ABOVEWALL 1'AS'1'DNOl'LNWEB'I'U'1'OPPLAIT CONNLC[1 LI)8"O.C.PER ROW STAGGERED 1VALL FLR,GIRDER.CONNL'(..71ONS ( ) I LAT O DBL L.V,L. WALL FEB,GIRDER.CONNECJTUNS LINE 4 (PERFORATED) w/0,13 1"0"NAILS TOLD(_3"O,C. BUILDER FRO 1 FLOUR 01RDER'1'U LINE 4 (PERFORATED) FLR,JOIST wAIJ ROW OF 0.131"x3"NAILS FASTEN OPEN IS T UD(,O, "0,CT .FASTEN BO•i-0014 PLATE TO DBL.L.V.L. 11'-0 1/2' I•GUNDATIO, F(>R1.522a1I1>LB'' /6"OSB w/0.113"x2"NAILS (`�'t.,D.C. Y16"OSB w/0.113"x2" NAILS w10.131"x3"NAII•STYJGD<a.•,3'O,L. FIX JOIST w/0)HOW OF 0.131"0"NAILS 15'-7' 11' 0 1/2 FA.S7lND01TOMPLATL9ODBL.L.V.L. LINE 1 SEGMENTEl7) LINE Z (PERFORATED 6"O,C. PANEL EDGES & I, 1•LR.1G1S,'w/(ORQWGFD.131"x3"N^ILS (g4"G.('• LINE 5 (PERFORATED) ( ) @. @ 6 O.C. PANEL EDGES & <G,4"O.C• 16" OSB w/0.113"x2"NAILS /6' OSB w/0.113"x2" NAILS @ 16" OSB w/0.113"x2" NAILS @ 4"O.C. 11" O.C. FIELD NAILING I I" O.C. FIELD NAILING 3" O.C.PANEL EDGES PANEL EDGES & 11"O.C. (EXTERIOR) (EXTERIOR) @ 6" O.C.PANEL EDGES & 11" O.C. FIELD NAILING & 11" O.C. FIELD NAILING (EXTERIOR) FIELD NAILING (EXTERIOR) (EXTERIOR) tE O CD z �•'" w 1 st. FLOOR SHEAR WALL DETAILS 9c n c a cs z ,mi a ,M {.f` a r� 'w'•,. c.9 c' a °° x . + ",t l; �o ~ MANUFACTURED BY ti it u' 0 44 :n ,� l A t':v,'�v`: NOTE: 'n ,. c(Yv,' k°I o G7 o O i �, cif pr 2i••:<' �.,,i „{ ":, €€ _ :�` " ' ' � DUE TO MOISTURE CONTENT OF WOOD, SOME $ a + ;; $.b a= to „ f SHRINKAGE MAY OCCUR IN THE FACE WIDTH N '}YS' ' { (2)SIMPSON LSTA18 (2)SIMPSON tsTAt LIPSON , " te' ', ,;Ff OF THE LUMBER DUE TO NATURAL LUMBER *rte (2)SIMPSON CSIs STRAPS Y (2}51MFSON Cs16 STRAPS (3)SIMPSON CSIs STRAPS FROM STRAPS FROM WALL STRAPS FROM WALL /(3)SSR&PS st' .< ''-:,.�° j SEASONING PROCESS AND MAY EFFECT THE LSIA,B srRAPs Industries ,�Inc. FROM WALL STUDS ST FROM WALL sCS1 To FROM WALL »� , �. � N rµ�� EXTERIOR FINISH APPLICATION. EXTERIOR WALL STUDS TO BASEMENT WALL. STUDS TO D8L Lv.L STUDS To DBL Lv. FINISH INSTALLER SHOULD CONSULT THE BASEMEN(WAIL STUDS. BASEMENT WALL MOS. LrNE4&SREQIintEMENrS STUDS TO DBL r..:, BUILDERS OF QUALITY HOMES duos- coNNecTroN ON-SITE FLR,JOIST(2,ts7}) FIR. rolsT(2 ts7}) Lv.L FIR• ��"r` EXTERIOR FINISH MATERIAL MANUFACTURER CONNECTION ON-SITE 8Y {111) BY BUILDER FROM BASEMENT StMf'SUN111IS210-^"IIAN(JERI7(OM S6MPSONItUS2[0.21tANGERlROM (2)-(LS"x10.3!8"L.V.L.lUIST'A9.25"i'LA'C ffL S f BUILDER FROM BASEMEN( CONNECTION ON--SITE BY JOIST{2.281() STUDS TO FOUNDATWN FOR BUILDER FROM INASEMENT STUDS TO FOUNDATION FOR DDLL.V,L F•LR.JOI DER. DDL.LINU LR.GI DER. UADERWALL M '% , 2.064}UPLIFT STUDS TO FOUND)AT10N FOR 4,15D}UPUFJ MA't'L•LINEFLR.G[RDER, MA'1-EsLiNEFLIi.G(RDER. or(2)-(I.S"xil-7/it"L.V.L.J01S'1'UNDLR SIt1('SONIlUS2lo-z1tANGISRr•ROM FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK CONNECTIONS ON-Srl'L•BY CONNE-01ONSON-SCIT:BY WALL DBL.LV.L.FLR,IOJSTTOSIDE ACCOUNT FOR POSSIBLE WOOD SHRINKAGE, 15'-10' 2,064}UPLJFT(MLI) BUILDER FROM FLOOR GIRDL•R'0O BUILDER FROM FLOOR GIRDER TO -LOCATE OPEN WEB JOIST ABOVE WALL WALL FLR.OIRDER.CO.NNL'CfJONS SIMPLEX DRIVE FOUNDATION FOR^_,167#UPLIFT FOUNDNITON FOR 2,167#UPLIFT -FASTEN OPEN W0 TO TOP PLATE 08/01/16 SCRANTON, PA 18504 w/0.13 t"x3"NAIL."TOED CY 3"O.C. 10(5•_0" (2)IS"x30 318"L.Y.L.JOIST 8 925"11 A'C UNDER WAIL •FASTEN BO'1'roM PLA•rwt0 DBL.L.V.L 11'-0 1/2' LINE 2 (PERFORATED) LINE 3 (SEGMENTED) -FASTEEOVEN WEB JOIST OTOPABOVE WALL FLR.JOIST w/(l)ROW OFo.131"x3"NAJLS -FASTEN OPEN WEBT'O'fOPPLA'113 (w4"D•C. LINE 5 (PERFORATED) Builder/Dealer: Customer: ++'/(STT x3"NAILSILATLTODB('. %6"OSB w/0.113"x2" NAILS Re4a Drazic OSB w/0.113"x2" NAILS @ 4"O.C. /6' OSB w/0.113"x2"NAILS @ 4"O.C. 'FMJOISTwA`2)ROWS O:O.D11"NAILS PANEL EDGES & 11" O.C. FIELD NAILING (EXTERIOR) PANEL EDGES& l I"Q.C. ��8"O'C'PER ROW STAGGERED @ 6" O.C. PANEL EDGES & Drawn By: Revised By: FIELD NAILING (EXTERIOR) I I" O.C. FIELD NAILING PBW 8-1-16 PBW (EXTERIOR) DEPARTMENT OF STATE CODES DIVISION Date: Eng #: ALBANY,NY 12231-0001 11 -3-15 15-1002 Stamp of Approval for s 8 stem,Model,or Co pon pt Scale: Serial #: Checked by: 3 16" = 1 '-071 ---- ---- Manufacturers No, Application No. Date OfA provsl Model: NOTICE:This Approvel is applicable only to those components of the factory manufactured D 1`o 2 i C Res buAt MP fat Ora fabricated and assemNed in the factory manufacturers fa(tikty. Thio OPp�shah 1`101 relieve the manufacturer from responsibility for deviations.errors.or arms ftfromtheapproveddocument& This drawing is the property of SIMPLEX and is loaned upon AN I*retatedwork tbereviewed for approvalbythe local Code Enforcement Oftiat, condition that it is not to be reproduced or copied in whole By---- U�-= or in part, or used for furnishing information to others, or for A&R.Addarto pan Thomas Jr any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS i violation f the Y Education Law Article 145 14 Wax�nzng. It s a la � o h NYS G P R E F A B S V'AA / for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in an way. THE MODERN MODULAR 21 g Y Y BY RESOLUTION : 4 ARCHITECTURE t � 1 t 1�1 1 1 TO ow 01A \ � HIGH LOOP/AIR GAP (,"•) ��� S AREA TO BE SUPPLIED AND 1/2" STOP VALVE 1/2" 1 I �5�� ( ) ( `f`��G - INSTALLED ON-SITE BY OTHERS. ► , /4 HOSE 70 Ow ... PER ALL LOCALISTATE BUILDING 1 I CIODES.('•) Z `---- --_.------------------_- --_ 1 E 1�ti WYE FITTING I`L I . I I .�. I 1. .t. .I . 1 r .t. .I. 1 �\ N F 1. 'I' 'I ' , ,' , r ,' ',' , r '1' TYPICAL KITCHEN SINK W/ TYPICAL LAV/ KITCHEN 2"SItWR VENT }' --------- h� ------ 1 r '1' � ' t 1' 'I' 'I r 'I' !' 1 r 'I' '1' I r '1' DW SUPPLY SINK SUPPLY TYPICAL LAV. TYPICAL KITCHEN SINK DRAIN TYPICAL KITCHEN SINK DRAIN � ► I 'iv 'I 1 t. '1' '1 I I• '1 • 1 1• •1' '1 . 1 t I' 'I. 1 DRAIN / VENT ,,� VENT w/ DW VENT / I 3"VLNT OC�1 TIiRU R OF 2" rrrrr rrrrrrrrr rrr rrrrrrr v�;_'WET 2"LAV VENT ` V V El IT It it oVENT FOR WC \No II 2"WET WL•t119`Ff11Y C 1!__` _r 1 , S LA * ! srauT1 ROOF DRAIN 1 ■ FW ILL II -iaznML - -1 e FROM AITovE Ari II tl r Wunia 1i'VCRO)F t1 MUSIC ROOM tr �1 '% ^J 11 II 11 Y 1kSTAun1 LGAn R CJ p UM I 1 II rxnMe ' 1 11 c.�l+srxuc rrn II Wa n,. _ swsrnLwo t .� .� �.� (/2„ , "n 1 �� (! ur<:.r. II n /i 112 BEDROOM 3 �i ,` t7'-8 /2' I r � I ��' Ti i U $A7HROOM ` GWBCEILING ! 11 BA F2(?OM 3"DROPTOBASEt It MENT \ 1 I 7n114 BEDROOM 4 i� 1 I ROOF DRAIN _ FROM ABOVE GWI3 CEILING A S.}'. 11S ALL Ci\47)CEILING DROP T'O BASEMENT 1 - * ��O 1 _ TYPICAL W.C. TYPICAL SHOWER WATER HEATER w/ REQUIRED VALVES/PIPING I � j I L__ ._____� - SUPPLY SUPPLY BY BUILDER ON SITE I TYPICAL WATER HEATER TYPICAL W.C. TYPICAL SHOWER' t5_e" j T SCHEMATIC DRAIN / VENT DRAIN / VENT 1 LEGEND f 1 111os HALL COLD WATER SUPPLY PIPING 1 I I I I - - -- HOT WATER SUPPLY PIPING I I I --------- VENT PIPING LEGEND I 1 I 109 LIVING ROOM �j 1 - DRAIN/WASTE PIPING COLD WATER SUPPLY PIPING , t HOT WATER SUPPLY PIPING t I g --------- VENT PIPING t 0. TYPICAL. SUPPLY SCHEMATICS DRAIN/WASTE PIPING TYPICAL MAIN VENT FUTURE VENT I 1 AST. 11" ca wooD CEILING 1 I WOODC1.6.To1% I 1 ROOF DRAIN wSTALLL"nii 1 FROM ABOVE s �; N - TYPICAL. D . W . U. SCHEMATICS / 12'-4" C, ' ! I a. � ran r•.�r i \ IEEE] . !.tIL'a0 �~ NT FROM ; BASEMENT NT 10& KITCHEN ovLu 10� ENTRY i"VE TTHRUROOF O lIlTO3"KIT.SINK TFROMB GENERAL NOTES: IT- DW IG TO 3"VL'NT PROM IIASEM3"12 ON VENT1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND 1�"A.S.F. 1 I INSTALLED DURING THE SET BY SET CREW AT THE Y4"WATL•'R \ T 4wBC1ILING 5-1-61 HAL; I t / ,� JOB SITE, PER LOCAL CODES. LINE TOA.S.I 1 ROOF n I . : 4 GYP.CEILING 2. ITEMS WITH A - 6 fa 8 I -"- -7 r --- \** BE PROVIDED BY D SIMPLEX,DSH PPED LOOSE, ANOUBLE ASTERISK D SHALL 1 3"ItADON \o• ULLL INSTALLED BY THE BUILDER AT THE JOB SITE, PER VENTTIIRU A 3"V1 T 143 BEDROOM#2 LOCAL CODES. I S'- �/ THRU ROOF 3"DROPTOBASEML•'NT �. i01 BEDROOM X11 ROOF ap ROOF DRAIN oo hn 1 vVon[amu 11 ,� BOVE v 2"LAV VENT FI-0-51 ri ROOM F a, II I^ Q1 2"WET VENT FOR WC (***) 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL 3"PVC ROOF ° u 11 3"P CxooF iA DEPARTMENT Q1=STATE CODES DIVISION / BE PROVIDED AND INSTALLED BY THE BUILDER AT ALBANY NY 12231-0001 I --- 11___ DRAIN nt;R E n ' THE JOB SITE, PER LOCAL CODES. DRAIN LEADER 2"LAV VENT U It 104 ATHROOM 2 I 102 B ROOM 1 2"S 1 It VENT 11 Stamp of Approval for aw System,Mode! or Co po ROOirDRA1N 2. Ir 1"RAML'-IIPVC it ' } FROM ABOVE WET VENT FOR WC a 2"SIiWRVENT co�sravCcen 1 _'T'-"""•-' .i a rrrrrrr r U &irSTtRirla� rrrrr rrrr ..., it **** 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE ` - I N v Manufacturer's No. Application No. Date of Approval 3"vENT rn h a<P _ PROVIDED AND INSTALLED BY THE SET CREW AT THE I T11 U ROOF t 'AS.[:. ---r �I NOTIC@:Chis approval is applicable only to those componerris of the factory manutac ed JOB SITE, PER LOCAL CODES. T ■ c\ CEILING btt>ldielDs Mat are fabricated and assembled in the factory manufactures hardy. This to O- N Q �? -------I ---•- ! Approviii"notrelievethemanufacturerfromresponsiWlityfordeviations.errors.or 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE omsm from the approved"' AN site be reviewed ALL WORK TO BE DONE ON-SITE BY THE BUILDER, DWV NOTES: / i. ALL WASTE AND VENT LINES ARE ABS OR PVC PIPE & SUPPLY LINES ARE COPPER, PEX, OR ' ' . ' 1 t 1 I 1 By (, AND/ OR HIS AGENTS, IS TO BE DONE ►NAWORKMAN CPVC. r' ' t `---------- '' ` ------ Jo nR.Addario Don Thomas Jr LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE ,W1 CEI JNG ► BUILDING CODES AND REGULATIONS. 2. PITCH ON HORIZONTAL WASTE LINES IS 1/8" PER FOOT FOR 3" DIA. PIPE, 1/8" PER FOOT FOR LARGER THAN 3" DIA., 1/4" PER FOOT FOR LESS THAN 3" DIA. PIPE. 22'-11" 3. WASTE LINES: INSTALL WYE W/ CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO . ' ' ' ' ' ' ' ' ' ' '17'-81/2" . • ' ' ' ' ' ' 'y I DISPOSAL SYSTEM. ----`--_ 4. PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION AND AT THE BASE, EACH ------- FLOOR ---- --FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY S-O" AT THE END OF BRANCHES, AND St. FLOOR PLUMBING LAYOUT CHANGE OF DIRECTION OR ELEVATION. 4" MINIMUM MAIN WASTE TO SEPTIC. 5. PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING. PIPING 1= s Wit.>',' • r;? f SHALL BE FIRESTOPPED WHERE REQUIRED WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH c` -{`."` i-'1! MANUFACTURED BY IT PENETRATES & BE SUITABLE TO PIPE MATERIAL OR USE METAL PIPE FROM A MIN. OF ABOVE €11c1� ` F f Y =a NOTE: ASSEMBLY & DOWN. �^ - ~" , t 6. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN. STACK FROM BUILDING DRAIN AND AT %-_`=. DUE TO MOISTURE CONTENT OF WOOD, SOME A ., 3 SHRINKAGE MAY OCCUR IN THE FACE WIDTH MIN, OF 6" ABOVE THE ROOF LINE A 3 ` OF THE LUMBER DUE TO NATURAL LUMBER err► 7. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4" MINIMUM BEARING., SEASONING PROCESS AND MAY EFFECT THE Industries `�n G. 8. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS IN ACCORDANCE WITH APPLICABLE EXTERIOR FINISH APPLICATION. EXTERIOR 08/01/16 FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES PLUMBING CODES EXTERIOR FINISH MATERIAL MANUFACTURER 9. HORIZONTAL TO HORIZONTAL & VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK BE 45 DEGREE WYES, LONG SWEEP 90 DEGREE ELBOWS, LONG SWEEP TY'S, 61H„ 8TH. OR 16TH ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE BENDS, APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHIANGES IN DIRECTION ON 3 SCRANTON, PA 18504 INCH OR LARGER. 10. TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLiET. MAXIMUM VERTICLE Builder/Dealer: Customer: DROP FROM FIXTURE OUTLET TO TRAP WEIR IS 24" Re4a Drazic 11. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIP'JOINTS. ACCESSIBLE TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING SAME SIZE AS Drawn By: Revised By: TRAP. PBW 8-1 -16 PBW 12. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6" ABOVE THE FLOOD Date: Eng #: LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. 11-3-15 15_1002 13, MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE IN ACCORDANCE WITH ALL Scale: Serial #: Checked by: -0"' APPLICABLE PLUMBING CODES, 3/16" = 1 ._--- ---- 14. PLASTIC PIPING SHALL BE PROTECTED NTH 1/16" (15 GAUGE) STEEL PLATE WHEN PIPE PASSES Model: THRU WOOD MEMBERS LESS THAN 1 1/4 INCHES FROM EDGE OF MEMBER. Drazic Res 15. NOTE BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN (DIRECTIONAL) FITTING. This drawing is the property of SIMPLEX and is loaned upon 16. AIR ADMITTANCE VALVES MUST BE IN ACCORDANCE WITH APPLICABLE PLUMBING CODES. SAT Condition that it its not to be reproduced or copied in whole 17. FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING (DRAIN MORE THAN 10 PIPE l� Or in part, or used for furnishing information to others, or for DIAMETERS DOWNSTREAM OF STACK BASE & NOT CONNECT INTO SECOND FLOOR DRAIN STACK. any other purpose detrimental to the interest of SIMPLEX and 18. POTABLE WATER SYSTEM SHALL BE DISINFECTED ON SITE BY SITE BUILDER IN ACCORDANCE WITH APPLICABLE STATE PLUMBING CODES will be returned upon request to SIMPLEX INDUSTRIES, INC. 19. ISLAND FIXTURE VENTING SHALL NOT BE PERMITTED FOR FIXTURES OTHER THAN SINKS & REVISIONS LAVATORIES. (SEE ISLAND DETAILS) 20.ANTISIPHONING DEVICE, VACUUM BREAKERS & AIR GAPS: FOR WATER DISTRIBUTION SYSTEMS �x r "PROTECTION OF POTABLE WATER SUPPLY. YY arning: It is a violation of the NYS Education Law Article 145 P R E A 15 A.- WATER HEATER LOCATED 0 O ON LIVING SPACE LEVEL. MUST HAVE A ANTISIPHONiNG DEVICE INSTALLED. for any person, unless he is acting under the direction of a B S B.- CLOTHES WASHER (IF NOT BUILT IN TO THE APPLIANCE) MUST HAVE AN ANTISIPHONING DEVICE INSTALLED. licensed Professional Engineer, to alter this item in an way. THE MODERN M O D U L A R 21. WATER HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED, g y y B Y RESOLUTION : 4 ARCHITECTURE IE WASHING MACHINES. /_900 INSTALLED L900 INSTALLED ROOF 450 T SOFFIT AREA L $L'SUI ,B AND ----_,—� ,NSTALLL'DON-SIT) E OILERS. I I PER ALL LOCAI.JST/ATE BUILDING O -------------------------------� CODES.(+*+3 45 8" PRIMARY I .r. 1 ,. .1 t. , t . ,. INSTALLED E--+ t , , .,. .I, , r .,. .t. t 1------------1 r.� r-----------+ P . 1 AT SIMPLEX U EE 11 Inz ---a (,r I ' T�1--.__________ _ - _ _ O I V Q , F . ................ ............... ........ ........... FIELD Z z CONNECTION II 1 p r,INSTA LLD I p 81:1STALLL%D ,I 01 �•,` r�_.,(_,)) OY A.C. II _ it I MG INSTALLED MATERIAL SUPPLIED IN MODULAR ii sr�ii�i CEIINGPLANT O LIMITED OOR LINES ONLY AOINTS AT LL PRIMARY HALL I, SUPPL OUTUCT ILETSSUPPLIEDANDNUING TO A/H. INSTALLEDBYN GRILLS, D OTHERS..ONSITE CONNECTIONS OF PRIMARY AND 1, 15 SECONDARY DUCTS BY OTHERS R<4e R1'•7'Uk`7 AIR FILIVRGRILL. 150 SQUARE INCREZ OI°FREE AIA REQ. I C NOTE: ZQP _ _ _ _ _ _ _ — ALL SDHV/HVAC INSTALLERS MUST ADHERE TO t i SDHV MANUFACTURES APPLICATION t INSTALLATION AND OPERATION MANUALS.ALL FLOOR t r EQUIPMENT MUST BE PROPERLY AIR SEALED ALL SYSTEM 2/BEDROOM PRIMARY I I SECONDARY SUPPLY DUCTS MUST HAVE CLEAN LEG 8"GALVANIZED 26Ga. UNIMPEDED APPROACH TO THE SUPPLY OUTLET. ROUND RR FOIL PACED t Ii H04 HH!till — ALL SDHV SYSTEMS MUST BE PERFORMANCE INSULATED BETWEEN CEILING I ITESTED UPON COMPLETION AND SOI1T,8"DUCT TO A/HI MANU FACTURES NSTRUCTIONSOAND I THE O THE SUPPLY OUTLETS NUMBERED , , — RESULTS RETURNED TO HIGH VELOCITY HELPER SYSTEM 2 FIRST FLOOR LEVEL t t AT BOB@HIGHVELOCITYHELPER.COM E ! ADJUSTED TO 2486 FOR 9'CEILINGS A/H IN t'r BASEMENT,UNICO 3642,VERTICAL BASE, SYSTEM 3 SERVING 33 SUPPLY OUTLETS.A/H SUPPLY j ; I DUCTING AND RETURN DUCTING BY OTHERS ADJUSTED TO 1084 FOR 9'CEILING UNICO 2430, VERTICAL.BASE'15 SUPPLY OUTLETS, CLOSET DETAIL @ ENTRY RETURNING AND PRIMARY SUPPLY DUCT IN I I CLOSET BY OTHERS A/H IN BASEMENT DUCTING SYSTEM 2/LIVING PRIMAR'P — LEG 8"GALVANIZED 26Ga, I BY OTHERS ROUND R8 FOIL FACED 1 1 INSULATED BETWEEN CEILING 1 I AND SOFFIT.9"DUCT FROM"T" TO A/H SUPPLY OUTLE'T'S _ ALPHABETIZED _ SW � I I c IMIC GENERAL NOTES: _I C* 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND (G INSTALLED DURING THE SET BY SET CREW AT THE i — JOB SITE, PER LOCAL CODES. (**1 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL ., BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND -� INSTALLED BY THE BUILDER AT THE JOB SITE, PER cT —I SYSTEM 3 PRIMARY DUCT 8" LOCAL CODES. t� GALVANIZED 26ba:ROUND R8 FOIL / \ t — FACED INSULATED BETWEEN CEILING 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL AND SOFFIT`.9"DUCT FROM"T"to A/H /// BE PROVIDED AND INSTALLED BY THE BUILDER AT _ _ _ - _ _ THE JOB SITE, PER LOCAL CODES. l RG4a R4'fURN AIR FIL'f4:R GRILL. {, I _ 3 *�1`T { J 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE PROVIDED AND INSTALLED BY THE SET CREW AT THE JOB SITE, PER LOCAL CODES. MHHHHHHHHHT JAI t — R 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE ALL WORK TO BE DONE ON—SITE BY THE BUILDER, t �4 AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE — BUILDING CODES AND REGULATIONS. ° o It II os. ° It 11 ! II A -- " u u i IItnML I It (1 CONS"CRUC74D II —�— II s INsrnuen I, II BYcc. I_ . . . �_______- ____-J ISt. FLOOR HVAC LAYOUT ,. r. . . . -.--.-- , MANUFACTURED BY L' . . . . . . . . . . _ ____________________ NOTE: P I I DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE' BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SCRANTON, PA 18504 Builder/Dealer: Customer: Re4a Drazic Drawn By: Revised By: PBW 8--1 ---16 PBW Date: Eng #: 11 -3-15 15-1002 Scale: Serial #: Checked by: 3/16" — 11-0" ———— ---- Model: Drazic Res This drawing is the property of SIMPLEX and is loaned upon Ncondition that it is not to be reproduced or copied in whole l� or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS Warning: It is a violation of the NYS Education Law Article 1451 6 PREFABS for any person, unless he is acting under the direction of a licensed Professional Y wa Engineer, to alter this item in an . THE MODERN MODULAR 21 g Y BY RESOLUTION : 4 ARCHITECTURE RETURN GRILL IN HALL DETAIL 'B' DETAIL 'A' B A BSMT. SYSTEM BS MT. SYSTEM 2-BR 2-BR 2-L RETURN AIR 2-L RETURN AIR ------------------------------------------ ' �_. - - _.._ _... ...._ _ _ _ _WFURN AIR lam _ _ -I 8.0 0NSr1'L LY MIJURS.RLTATION T'URN L1NL Ili'MM' IAAMM ER"160 I S(IUAIIN(.T14S 01;m(LiAIR(•••) i 1.1 ___--__--_ -- --- ---_--------- ------------------- ; t L.f_1_1�J 1 I I I l I WII BOILER I A I (I tl I ( UI'1 R 1 I I I hYI !�Q 1 SEEDETAIL'A' 7.33., I L I 007 MECHANICAL ROOM (UNFlNISHED) 006 LAUNDRY .I..... �+ T 355 Acle � I INSTALLED MATERIAL SUPPLIED I. MODULAR I I 1 1O"PL'RIMETER 11 I I I ,I PLANT LIMITED TO ACCESSIBLE P NTS AT I E E LUOP SERVING < ROOF DRAIN LEADER I I BOTHSYSTEM2 'i' u ! u""` w/]NSU ATION �, 1 O O I O I CEILING OR FLOOR LINES A LPRIMAR I GENERAL NOTES: 1 PRIMARY LEGS I 4 �l I,. orrloNAL] I DUCT CONTINUING TO A/H.RE"I R GRILLS,A� I �, —i— —i— 1 1 �) E SUPPLY OUTLETS SUPPLIED ANE 1 IN STALLED BY I zros IoAnL I I I OTHERS..ONSITE CONNECTIONS OF PRIMARY AND I */ 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL I iNCtitS UN 17 1 L'AIK I � t I T � I � SECONDARY DUCTS BY OTHERS I BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND I o 1 INSTALLED DURING THE SET BY SET CREW AT THE �;, JOB SITE, PER LOCAL CODES. j L ________--__________________________ NOTE: I r— �__ _ _------------— _ _ E + _ _ I I _ I I _ I _ __— _ 1 ( 1 ALLSDHV/HVAC INSTALLERS U TADHERETO I >k�k 2, ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL I , i ► - E I I 1 SDHV MANUFACTURES APPLICA 1 N 1 ( SYSTEM z SYSTEM 2 --� — _, ,_ _, _� I , I I BE PROVIDED BY SIMPLEX, SNIPPED LOOSE, AND w t INSTALLATION AND OPERATION MANUALS,ALL I I I IIRPRIMARY LEG 9"ROUND LIVING I'RIMARYIL'G9"I , I 1 I i I I II E INSTALLED BY THE BUILDER AT THE JOB SITE, PER GALVANIZED DUCT sERVINc. RouNa GALvnNI�En au & I I EQUIPMENT MUST BE PROPERL R SEALED ALL t SUPPLY OUTLETS(BY OTHERS) SERVING 24 SUPPLY � OUT[�i , I.( j t O O I ( O 1 SECONDARY SUPPLY DUCTS MU T AVE CLE)N LOCAL CODES. I (BY OTHERS)) — as ! I I UNIMPEDED APPROACH TO THE U PLY OUTLET. I RERN FOR SYSTEM r ( 1 ( ALL SDHV SYSTEMS MUST BE PE RFDRMANCP ( ( 'k'k'I`1 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL 1 I 1 2(MAIN FLOOR)BY I I 11 TESTED UPON COMPLETION AC O DING TO THE 1 E ALL ANDERSEN WINDOWS IN 1 I I II BE PROVIDED AND INSTALLED BY THE BUILDER AT t { BASEMEN7'TO BE SUPPLIED BY OTl{fRS{SEG pE TAIL 1 , MANUFACTURES INSTRUCTION A D THE I I I MANUI'.&INSTALLED BY G.C, , I B') I 1 u RESULTS RETURNED TO HIGH V L CITY HELPER 1 THE JOB SITE, PER LOCAL CODES. E 1 (8001-8 006) ( 1 1 J I I ATBOB@HIGHVELOCITYHELPE .0 M **** �N I 1 1 4. ITEMS NOTED WITH FOUR ASTERISK ( ) SHALL BE 1 OT PK SPK I I I 1 I ( I ��®I u � O 1 , ( PROVIDED AND INSTALLED BY THE SET CREW AT THE a } 1 I I I I SYSTEM I I JOB SITE, PER LOCAL CODES. 111�I , I 1.11 ell. BASEMENT LEVEL ADJUSTED T 2 3 FOR 9' I ov t j CEILING UN1Co 2430,VERTICAL 3ASE,20 SUPPLY I 5. IT IS THE BUILDER RESPONSIBILITY TO ENSURE I t I 1 I 1 ( OUTLETS,8"ROUND CEILING,12 S AIGHT O o O I ALL WORK TO BE DONE ON-SITE BY THE BUILDER, ( f , , I I 1 SLOTTED,RETURN T.B.D.COMPLETE SYSTEM 1 1 I - I , SUPPLIED AND INSTALLED ON-S T BY OTHERS 1 AND OR HIS AGENTS, IS TO BE DONE IN A WORKMAN �' ¢' I I ( 1 I LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE 0. i F0041 PLAYROOM I 1 I ( I BUILDING CODES AND REGULATIONS. 1 ( toI 1 I I I j SYSTEM 1 - — — T .. ._._ - — -.._. .._._ _ — 1 PRIMARY DUCT 7"ROUND ( 1 -- — — — — -- — — — — — — — — — — — — — — —] I 26ga.GALVANI'I.L'D DUCT R8 4 I I , FOIL FACED SERVIBYC M�Iz " Wi2x79'�'i'EL'LIIL'AMABOVE SUPPLY OUTLETS(BY OTHERS) 1 1 ( I I 1 1 ILINE{ i,sOFFITABOVE � 12 Tl, t, f t o o f Io I 0 1st. FLOOR HVAC LAYOUT PK I I � - ► r I 1 II I7 MANUFACTURED BY HIGH VELOCITY HELPER.LLC E ( 11 _ E i I I I ( I 1 I I NOTE: I j I I I I I II I BOB YACIUK @ 315-542-2237 , I I I I I I DUE TO MOISTURE CONTENT OF WOOD, SOME 1 I BOB@HIGHVELOCITYHELPER.COM I 1 1 I 1 1 III I SHRINKAGE MAY OCCUR IN THE FACE WIDTH f j PROJECT: DRAZIC Q "—) 1 ¢� ¢� ¢� i j i Q O ( I I I J I D O I OF THE LUMBER DUE TO NATURAL LUMBER AM { 1 ARCHITECT: RE4A w , la ( I ! I,I , I SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. MODULAR MANUFACTURER: SIMPLEX d�� I �� I —�f I V I I I EXTERIOR FINISH APPLICATION. EXTERIOR E , r - —� r - I I j I I ( { J (� I FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES I ! 1 1 I L-------------------------- 1j II EXTERIOR FINISH MATERIAL MANUFACTURER— — — — - --_---------. _. _. - --__-----------_ ._____ FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK , --------------------------------,-_----__,_________-----_--__-_--_-_-__ ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVEO O O II 1 SCRANTON, PA 18504 E Builder/Dealer: Customer: � ' i I Re4a DrQZIC , i I Drawn By: Revised By: O O 0 10 t 1 I 1 �U n BATHROOM11-1w1INSULA'nONRoorDRAIN LEnnLR i PBW 8-1 -16 PBW E I I 1 I41I" 1 1 1 -- —t -------------_ , _ ------- -------------------------1 ` m la za '�fo ¢,o � �,o — � I Date: Eng #: 1 1 - I ala 06 I f , 11 -3-15 15-1002 1 FF _41 Scale: Serial #: Checked by: I 116„ = 1 --0 ---- ---- 1 PLEASE CONTACT BOB 1 w 1 I Model: 1 ( YACIUK WITH ANY ( QUESTIONS @ 315-542-2237 f I � � , 1 Drazic Res __ DIRECT AT ANYTIME 24/7 This drawing is the property of SIMPLEX and is loaned upon I , F , l6” —• a -�----- _ ___ ____� -�- _ f 9 P P Y P ----------------- ----"-----`------------" E I 1�T condition that it is not to be reproduced or copied in whole ------------- j V m , 1 I no r______ _____ _ _ _ _ _ _ _ _ _ _ _________________________________1 or in part, or used for furnishing information to others, or for - i I u1' OR any other purpose detrimental to the interest of SIMPLEX and ( ------------------------------------------------------_I 1 I ""'t 6. 5" will be returned u on re uest to SIMPLEX INDUSTRIES, INC. I I , 1 P Q ( REVISIONS ---------------------------------------------------------------.-_-____-_ --- � --------- ----_ - -- L_______________________________________________________________; Warning: It is a violation of the NYS Education Lave Article 145 P R C F A g S 17 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in any way. 1 THE MODERN MODULAR 2. BY RESOLUTION : 4 ARCHITECTURE __ _--_-----_____----- - _--- (12-2) ROMEX WIRING THROUGHOUT ALL SWITCHES TO BE 44" A.F.F. TO (L OF BOX (UNLESS NOTED OTHERWISE) /� MUST BL"•t:.ONNECTEDTOA f ��� IvfFCIEUSHADL'(MIcC110SIIADE,COM) 4PA CIPROTECTED BRANCiI --------------- � ALL OUTLETS TO BE @ 16" A.F.F. TO CENTER (UNLESS NOTED OTHERWISE ,� MANUALLY OPERATED SLIMLINE: CUIT AND USEDWITI(A t _________T_-i-_-� `��\ ,/ ROLLER-PROVI EDANDLL INSTAOUNTLLED P.) or1'AR30LNDULB, 1-(OZiSrTrT- i -F 1 T'T`r-`r"1'-T'T`1 �� ALL EXT. BOXES TO BE MOUNTED TO THE EXT. SHEATHING (USEING PANCAKE BOXES) / ANGLH-PROVIDEDp) i __`-1 i�ilI7�NGr- I I I i I I I I f 1 I ! �\ / BY . >- DATIlItANVENTS� 1'-6• I _f _I_�_-, +_� ___, ,\ SEE INT ELEVATIONS FOR SOME LOCATIONS AND DETAIL. / N N 5 i 17A av rh I I 1 1 I 1 a, I i I h Ih,u I I \\ / \ �i OFFIXED WINDOW a 1 + t 6WBCB- - I I I % F u, S /r1�� r----,h _, 1 / "� 1 MOIITSMIr. I ' I I 11 1 ohbod t _f I`"')! I \\' \\ / 1 0 ` i I ( �"r-1iW11FC1 -'T i I IGI TIN�;�_�-C�=s=•`:-\ \\ \\ / t1 i \ I \ • 0 I 1 02 f ao / 7 75 __,- y�,.- _---.- ::'. -� i I I \ LIGHTING FIXTURE SCHEDULE / 1aA t4A 14 N 1 \ I SUPPLIED BY NSTAi LEDBY A ".l 'r' '......,.. N) // I ( ( I / � _ _ 1 I t \ FIXTURE* DESCRIPTK)N MANUr, MODEL IAIAP FINISH REMARKS �' MANUF, 4C, !MANU F. IGC .. .., 2222... 2222... ........ ... 2222... .. 2222.., .-.-.,. ■ \ i / � �....,-� \ t RECES ED N fGHT 4'L[ A,Na 4'W 600 LUMEN LEO K- ..,.... 2222. .............. 2222.,. •. ,� \ I t S DOW L D DOWNLIG T MEN[()G43 1 222,2.. ............... . .-....- N .'.'.'::::::.'.'::.'r'p,•:,' L7 " .,. I ( ___`__' ---- ----..-.. - _ .-._...,_.....,.__ _..__.___. --.. _.. .-- ' - --.•_-_-•'_-_ 9000K -___.- WHITE TRMMMITE COt,E __. car 17W_WHTRM.___ 22_22_. ..... X X .6•.+++.•.-,,.9� 2222-.�.•r.•.r.'::,.'. 1 __. 2222__.._._ IF �� I2A \ \" -,•••�--_---� .•.•••. l..• \ LZ RECESSED DOWNLKrHT 2'LED .LUNO 2'LEDRWND 06WNLIGHi600 LUMEN 2C•63aN-VJWH '3000K-- '-L1}(ITE TRINMMIFE GONE' •222_2.-.. _. 222,2._..._2222.. ..,._.X_,__--._2_222 ___X_._ ...._..__.,. ( m ::::.':.' 2 2 2 2 ,1'-3"...• -.4, ., * .fl ,,,,.,i'-3", i I \\\ L3 RECESSED OMNLIC44T O WALL WASHER .LUNO 2'LEE)ma DOWNWHT•ROUNOHR.LED212E-27•WT s000K WHITE TPMlWHiTE CONE - _._.-..._ X l( - L7 oo !.j.: -----E=c-� ... ... - - x x f e 1 \ _ _ 1 "{1••.••,••,•;;.•••' 1 ) 1 \ LA RECESSED COM 80 tIGF;TlE)QtAUST FAN BROAN MODEL 7A4-RECESSED FAN/LIGHT 7fiN BR30 _ /••• IDA ! I I t7A' "' •;'1't' '' 6�-2 1/2" 3'-6 3'-6 ��-2 1/2" i \ LIS NTERIOR STEP LIGHT JUNO LEO STEPUGHT•UAS-3K-C-WT JUNG 1VF(IlE cal JUNO OiAAI,FtED 1200(T CTROtJ LOW VOLTAGE OLLIMERE X X f ../2222. ! 1 ., ... 2222... .,.. I I ' O S T - I I I \ "'* DROPS T B •%••• 6 AR t' WAC INVtSt LE N ---` �_ �1 Q 1/2 2222• .'. ■222::2•:. 2222. 1 .' '::.:, .•:1,".':.'. I 1 L INE IED TAPE1,bF1T._-22_22_..222__2..__...-._.. 2222...__._ ___o PP02LED_TX24301LE-OIH AS REO_Q).�--...- �.-^-.._...._..-,. - _WHITE w/ALUM,gWNNELL FROSTED TF.D DIFFUSER X X 1 _ -._ _ - (FOR'C' 'D'BOX(:S)� W I It= •2'`'2'::2'/ ::2:':. ( it I N .,. ... ';;;,.i, "'1;,;:..'. 2'2'2':2 I I I \ C7 WALL-MOl1NTLD AREA LAMP-BEDROOMS ARTWOE TOLOMEO MINI LAMP-INC E2&At91X100VJ LED f00W BULB EO. ALUMNt1M....""____.___........__.._.._-,_.-._.._.....,._____..............._..................._..._..._...._._.__ __.z_•_�.._.._.....r ..X.._. \ / II__ !!I ( I ..i.S.':.: ... 3'-6' 3'-6` 3'-6` 1 ! 11 11F /.t.';.'.'.: Ir+hT nMe i 1 .:''i.'.'•' . I 14-51/2' I 1 \\ is NOTUSED 1 X II I 2A av: a..;'./,' . .,.,. 1 I :'..:..A".o:'.:'. t9 PENDANT-TOO 1 ' `U \ ..• .• n •/•/.: 11(oNST'RUC:1'LD Ii 7 I N toAl ':. a •{;n...• ..7 )• 0 110 MUSIC RD M I ( \\ _.Lit) PORCEIANSOCKET_.�•__-________._. LED BON BULB X X ! II I( ( I.. /x .�­.-.. it&INSTALLED 1 I :,. ;•,.. T" 1 fl i _.-__._-_-_ ________ _w_....___. __ __ _ _ _ 2222,_..- . I) I !"','l....i; BY G.C'. I ,,,,,,, •..,. ,1' _ - - La$'-6%"A.S.N, \ LN WP FJCfER OR STEPLGFIT JUNO LED STEP t1GHT-OUTDOORIWET LOCATION•LMSW-3K•C 84- 30001- BUCK W JUNO OUALIF;ED f20V'EEECTRdJ lio lout VOLTAGE DIMMERS - X i _-X• I m il__ ^-tl t p\Q r tt.,.,. ( 1-- I • .•. .,. 2 2 2 2.,I.1. ■P. ... / ,� 1 \ LI?WP EX{ERIOR REGESSEQ OOWNLIGHT USA[ Rwref.ED BASiG:4RTON-9019-M2.30NS30.1412W wt 1°2400-R 140 or 2/TRIM 3000K BIACKNVHISE 7RiM,REF PLANS;OtAMNG DRNER TO BE COMPATIBLE WITH LUtRON RADDRA2 X X ( II I-RANIL 11 O N1• - - ^ } '•'•'••1 ••' IL I ----�`-- I Alt O _ •.+V"' •2•2•'1.•1••T• / I 1 I 1 \ L13WP EXTERIOR DECK RAIL LIGHT KICHtER DECK RAIL t-LT 12V;1506aAZT 65W,NCLUDED TLXTUREDBRONZE i- X X 1 :.',' / / L1S WP EXTERfOR WALL SCONCE STONCO RbI-7LY7E VWXL•VVVXL110C i N t>ovv .. .. 2222. .I:"":.': ... A 14A / - rAANUF.ro PRavm� ox i _ ,ICONS' - _.-......_._-_..-__._.___...._....._.,,.._..,•..,....._2_222.._..__..�_.-..._._____.. __.__..___.._...-2222_.......,., 1'8 ,._ X 2222... .. ,. . / 2222. Y... .TA. / a -_-_ --- \/ / L15WP EXTERIOR UPL7GHi,.m_- _ __MNMIS-t_UP_1Fri)MBTACK IP._7HLPtUXx _.-__,._,._._._..-.._. __ .. !OK_____,_..._-___._.-,.._'_,___._ !_._„-....__._.__.___.-._,-_-__.___•._.._....._..._...._................... .._ _2222 X.__ .._-�..,.. 1 Q 11 I 112 BEDROOM t 1 4 - _ _ / \ -- _.,2.22__2_.. _ ___.I DY G.C, I( , •• ,.•-,-. ,,• •/•. ,,; 10 i I,A / . ':; \\�-' I _ 4 �./ / \ L76 RECESSEDDOWNL1G7iT•SHOWER--� ,UNOMNt LEDDOWNLIGFITOi)TDOORIWET LOCATION MDIEW(5:9Kt fhWH ' 30001( •`VMIiIT£TRMdNB'. CONE iwf kN0 WLOd2E ECECTRONtO TRANSFORMER"- ---X - X I1 1 L. - ___Il--= o +ter / :/'. 9'•o"A.S F. ( / �4C �"- :moi, �r+- L12WP&L23 PAT �y _1. \ M51 MOTION SEN OR TBD X x N '19511 A• OOM- GWOCEILING 1T AYkRFS6M• t L;XT.ENTRY DUCK / - --. r MS2 MOifON SENSOR IBD \ " - L. ]1r77_.. _ t OUTLETS Foil STRING 1 'L7 1` ^�:\ - r> •,__ �.titi.,.-CPQ.. - - t .............]:::::::;::.... Ilitl( a M t\LiGFtTSDYUWNER \1` 'C' & 1 / 1 1_ OOM 4 A' .t0-..I. ..1.1A to .r. Y11A .t4'.. ::;:: ..- :,-., +':+f to.• N to i \ 9'•R"A.S.F. /m 11A}::'::::'::': su:11A:. ­/11. Ij , \ .-� ,. .-. r .. .::.';. 'L4 '2'::2'2.2::.':::.':':.':' ..t:t)lc,w1RL•I7NT)tk-. 101•J)I:C2Tr:iG::. L`4 ------•-•_--__--_._......._............-._......,....«............................._..........._ \ i� CwD CE 1tJtNG ® I :: �✓: ';' 'S' •'ri S'h.' 1.LAT'-w 'F DLCV e• i '-s/ \ \ 1 1 \ , ,�,� ,x.'.';' ..>:.�..�.. t• .. x.. f: ::G 200 AMP MAIN PANEL LOCATED IN BASEMENT t••'•• 1 -5 �HA., -`ti •Olr&EI&BY Ori WINS(+-)•. =.-�• :•L t GENERAL: Y \ , :.'.::.'.':. '.:':.'.:'::.'.,'.'.':..'. is::.: -1/ t ............. .. . .......2222....,. \\ "................t ��C t.AI.t1EtE.�:i1IC:A1.Wi>R/ rUl+F.fF.RfUkA;it>BYLICf.NSrf± - r.--- t ; \; CIRCUIT SCHEDULE RCCRt AtCONtRACT,0R \\`` r--_--------'' 251/2' 251/2' : I ` _ „r..r , ,Io I 1 CENTFRNOALL "'� 1 - J 2. Fn:�VIG'f f-If(. Ei',4lSf:kL'(C'1:SASREC�U!REL)1U LEGEND • •• 1 " 1 1•LI W t1 a.. w Lu ACI"C?MbOA1F NEW JIGH)ftXTt:kE5 A5 PER!«ANUFACiURER FROM FROM 1 , _J/.}. :'::.':;:: ,. \ i T i I _222__2_... --. -- 1-7 t 2" 7.---- 7 1 z' DOOR DOOR N }'1 rt:';: I , __-�'$�._ 4 CIR. ESCRIPT(ON N a aD -) g tr`► DESCRtPTION CIR. Ri•,�:;MM1NDnno:ts. / / / 1 .t.1. } . 1'-9' 3'-6' 3-6" 1'-H' 1 O O s•RrCESSEODOwNUGHI . U) Q o- CL Q (A C3 R.O. R.O. '2 21'2.- 1I)..:. �I _r. f ■ I 3. CONIRAC.TOR 1O PROVIDE,ARID iNST,1 COND10T.1300' 23'-6" -_r_,-,_,.,.,.,.%, r•1'-••- 1 D-6 1 I SWITCHES,UMMIRS.MILIRLS,L1UI.BS,7RAN$fOkMEI S AMD ALL Z 2"kFCFSSf;:)CCiwNI)C Hl }''1 'i'''''' r.'I.%.. I i7 -4\ / ` 40A 01HEP m^TEtr!ALS NUT SPECII ir.0 TO BL'P 6'C,VIDBU 8Y QVINER OS 1,3 :.)•. J•:•• I sA DA t 39A FACTORY. � eLecSse:J WALL wnsr;r:R iL4 BROa.NCoi.'BOIIG!aUFxi+AVitAN i ,•,.•'• }.'I-•, PROVIDE COOROvNAIE AND WSIALL ALL K'LOVIRFD REMOTE 55'COILS UNDER hLOOR AT T7115 }• )D �1Aly .j 1 , -- _ tt' -^'-- (" - ) I ! . ARLR FOR'C BOX HOME RUNS TO co '')'' "f' : i,•,' I 3'- ' 3-6" / / 1 REACII PANEL BOX ON'D'BOX i I','. 4' 5-1/2" ! 1 38A 37A TRAr6i'C)RMERS FOR CIGNtINCi'!.5 SPECIFIED 8Y MnNUFActUR£XS. ::.).. ...` .. t;:.'.•;::.' .t',', i , I , / i OA•CI LOCAYIOtIS 10 BE COORDINA(ED IN HELD YLfii I�L5 ,Wl:Riok w,ro(>HI BASEM!NT 1 'I :. I' ':•}'-- •' .. I::t•-• I I I ARCHITECT- :.}::. 1A •r... i I 0 F I �, 36A 35A •'.1••':.'•':: =/ 1 L6 [!NEAR LLL'`TAPE :•)•'• I 709 UYING ROM ( 5. M;SWIiCFII S iYPICAIJA?AOUMEU CENtESI,iNE h''i•E' - _- " ••"i'-•• 1 19-(,P$'-6%"A.S.F. 1 ALF U_O.N-('00 OINA1F ANO VEPIfY At:I IG7111N(;1OCA!!UN ` ..I.: .•' ''•1','.,.,.'•, ,.1..i%1. i I I �\\ i 34A 33A WITH MILLWORK REFEP TO INTERIOR EIFVAW)NS GANG SWJIC•HES L7 10.0v,po MiNl WALL ..i,•I :'v.'. i-.': 1••'I.'. I I I \ ANLTR C".EPIACtFS iN StNGi.li PiAFIi:V:IttRtiVf:k MUialf'Li. O ,.}.1. l'.'. }'::.'.':.'.'.' t.'. r I , ':.1.% �'•': I i LOCABO!IS EXIST. 2222 ..., 2222 2222 m io "i';.' .A. \ i 1'bL8 IC,)i,00,0 MtC;RU tYAi I SPOI 1 . .., "..'I'. 1 ,3A /�ttt-'\�A 8A\ \ 32A c.'\1.tSkrCHE.St'E�tICA1.tY I.UUNiI)wrrHninl�t;ufa(;i I 1' 1 Lav vl_rm7S_ a,) - ht) \ 1 31A 49 FENDAW leo v Y ;,•3!t„ t '� I C'1HrPW6F NOTED,IN CASE OP CONFLICT.VFk:F)'IOCAI:<N 1 OF CCo:is.l%_i:) : ;.. 1 -,J.-:-, •:' '1' :"'•"' •'•'•'t / \ t I.IG FIXTQRF.S AN D Slvr1(:HES IN F;E LD W1 JH ARCtil7ECI- ::).,..,. 1A � .-.I.%-,%,.,.,.,".' e,'::i j // R'•I I n.S h 0 -4 11 I 30A 29A to StiRFAC;t MC,tU!41FF:LIC127 IIID '�'.': I 1 / + W(�o Cis1LING \ I Y ALL SYMBOL;:ANE)DIAQ,RAk1S ARI:NUI DRAWN IO SCALE. .....1%{; f I .'.'. 1 I wCX)nCLG.T081 1 \ I LT1 t5f� rl' „;.,, o :•} I• :.1..•;. 7.'.:.'.;'.'.:• i;; i 1 INSTALL'D DY G.C• \ I 28A 27A I. nit tK;HT;.TO Ii}co,Nr:<rrn tq H11 ON xAr!Cktn2 H0".F. j :.('I L:'::• _.'tet. I{ _-_ _------- - I(Pi 1 r.otilRGt SYst£M, t2 Yap 1 T 1D'-6'p ri IA; 1 G EXtf.RIURRECESS(:()()v`WhLiilitl I I 21JA 9J UIRON WAl I.3(.)X POWF.Ir MODULE IOCA':ONS 10 6i:1::.':•' . I I 25A 11-61 IN . ! ( CUORD:NP,IED\Ytii+ARCHITECT, e3 WP EATLR1Ck Df:VKRN!.0GHi _ \ I IO, LVAI.t.BOXPO1kERl.ODtJtr:tN!61'FACENEC�SSARYFrrt YY r 1....,I" t I r _ I I 24A 23A I�ua WP Lx1Ekl,R sc�vcE. y 1-TA au.' m ••••••••••••••• 1 , R FVERSF PHASE fIXIt:P,£S P RC,YIDE)AS RC(161RE0 '2222..•..'•... 1'g •- t`+ I I L15 ISP fY,)EFIUR i)Pl h:.11i . i--- / i - - _- 22A 21A $WOCHES: t6 1 1 / 4'-8 1/2' 1 1 ( 3`RE('-ESSEOt'OWNEIGN1:r3HOWCR -`lo -::,� V:•' 1 -.-,-»-•- R•NELSON 1200 CT CURTAIN LAU NEIVAN:;Cr.IS11NG SWIP>fi.pOUIS DATA JACI,$ .1•:.•: 1 '.\ .%,..':. '>:.'/:.' .__ i I � tom~ _ v ! TRACK W/ROLL1 R l2 CARRIERS ( AND t.OuiEC1:;10 6E CV k<)AY w)RON,wruTE. ,,2222., pA ...... _ 11. _"1 n .} ( I / SRP.MTD.ON CLG,BY GC- I 19A rr«-nr,FAouuTrT)A,-Rt'.uJRN 'O "-''�'�''} i / 'v _. ALL NLVJ GI1.1M£k5 T4'BE CCMpnilliEE lVilrl SnD:OL:'d2 BY "" !• 1 1• . I I / / MANUF.TO PROVIDA i EU1RUFs,riH:SE.•CGI k[XNATt 11GF4)I7'PE WIFI1 swRcr•1. 1 .:'.':�' I / I .E!I:N:;rtOiit+T(O r..^,uFPf.v•4.1 Ci . .. 2222... 2222.,. 7.'.;' BLOCK' GA RL' ------ - . ......... � - -- 2_222. -"M ::'.'1gA •!• ;; 11 ! ! N s Qn t 18A 1 20 12-2 BASEMENTLIGHTS(AFCI) 17A .(0y'.. ..'.'..'..'.. 1 I If ! i 3. At!COVER PLATES IO Bi?LUTKON CIAttO OESK;Nrk S7YlE � %",,',-./1/'V'VV'v'v\.-/-Y•V,- t! ;< :EsLIN•,re:',uNlUi•I<>IIvr,rr�irrl:, ,r ... 2222 \.n.n�. , -_---------^ 1 v ( :: •• I FACEF'LnfE3•SAR,,S HITS PR Al R)V.p f:(;UAL, .:'.1.':',:'.'.'.':'..:'2.2'2'2'.'. ':.:.;.' ...!.' 2 2 2 2. I( ( ' , / 1 ✓..L:A ^:.�tS�. .�n n.nom' A.R.NELSON 1200 CT CURTAIN 1 .-,..t-. 1 0) ,// 2S'COILS UNDER FLOOR AT TITIS , 16A EXTERIOR LIGHTS 12-2 20 1 1 20 12-2 EXTERIOR ROOF LIGHTS 15A 4, LUMON RADR)RA7 KEYFnpS 1C RF.InSf.R f;MC-RA`i@i), L iCh vE;gc,It Y_SUYPi,� t l 1 1 i� AREA FOR'B'BOX HOME RUNS TO 1 TRACK WJROLLE•R 12 CARRILRS 'i..Z- •:.•f••, -I t j - - N 2222-0 - t{}••-•--0)V-6�{" ,.1. REACH PANEL BOX ON'A'BOX t E9, knV!CFCSS iU Si.CC7UR:tiNnlfli Wl(H A.!tC1911EC;7, FUTT V4_C•CiiY R,fr); : SRF-MTD.ON CLG.BY GC• o I( I/ MUSIC ROOM LIGHTS X -.' -•-:,'i':,' 1 I 11 BASEMENT i 14A 12-2 20 1 1 20 12-2 ROOF RECEPTS(GFI) 13A SPEAKERS: MANUF,TO PROVIDE l .'. ',; '• 1 1 I W (AFCI) 1 Alt f 1J2 ti DUAI S-•M09c DfTI:C:IC;R! 1'. 19 am le ue ) 18 u=) 19,WQ `I 1 iP.nl• cal' ualETacnucr,oXRErrER. BLOCKINGnSREQ'D O :M 1.tA "'1' 1. I d� 1 e n n = 56 1/2" L----- -__" t ® cAksrr:M .,I,'* )rnt.ARa.1 an, /r 1 to BR 114 RECEPS&LT5 I TO ON-5 'STEP coil wlxB vNnut ROOF I 12A 12 2 20 1 1 20 12-2 SMOKE DET/LIGHTS(AFCI) 11A PRavt;,f..B:A'4X CIAROFLA)L ANL)NUX AI Sl' ,KCR WIkE sN::AKFa : ";l,': '....'I . �`\1 �i N DECKING AT MA7'L•WALL 1 (AFCI) ;'Ud ED AYtVALLS. a � ... 2222.. to i I I N7 I I M, o LIGHT G BY G.C. .•!,. ,•• •;••,;•- y,•,1,•, ;'.... .:.'.".:•.'. �1 - _ tJ`Br-oitoN•slreovrLLTs 1 A.C2.NELSON1200CTCURTAIN . ivm , .-� 2 2 2 2. '{7, ( _ _ - ___._,.,._.,..,,.,..,_....»....................._..,...__...._,_.._...,.._...,.........•........._....... . EX FRI0R f,.AAV h \ _ n . �M1t'(•••••.'... .•. ••. - 1 1 s LIGHTS aN Roor Bx 1 TRACK W/ROLLER 12 CARRIERS 1 OA BR 112 RECEPS&LTS fes. MICAS(•••) 12-2 20 1 1 20 12-2 BATH 113(AFCI)(GFI) 9A o '' i . 1 SRF,MTD.ON CLG.BY GC- (AFCI) t,:'J..'.. '"' I i / ovhN °' 16'-3" , NIAu NVD'rHExMaslnl 1 .'.':.'.'1: 1lrC•... 1 I / MANUF,TO PROVIDE c !••••• :,•,•,•1D, "•,: I 1 , CRIItTt YtAli LIVING ROOM LiGHTS 1. C 1 106 KITGiEN 10-0 t'+ BLOCKING AS R4Q'D \ '.':n :•'1.tA'•1L'+f 907••EN1RY '' L' t I! . 25 I/2' 25 1/2' t 8A (AFCI) 12 2 20 1 1 20 12-2 BATH 111(AFCI)(GFI) 7A i (GRONC;WalcI I t...�. ,t 1 I 1' V-7 3/4" t ) p ..- -.....{e".6_---_-' P a FROM \ �.'•':......:...... ".. \ I I I I 4'- 1�2 DOOR FROM t V-7 3/4' MUSIC ROOM RECEPS jp LIC,w1 ;O:Mt•AI.-x SIv:lci+ \ -\.':•'.:':•'•':: \ I I I I t BELOW UPPER c�w1Fa __ DOOR , 6A 12-2 20 1 .1 20 12-2 LTV.ROOM RECEPS(AFCI) 5A ..••'•t.% ::.".'.... I f I. � t(')/ I R.O. R.O, t (AFCI) J3 e wnr lu.r,uNr,.va;TCH cEr(rFx on HALL \ l 1>✓_I ~1~:t2w -` - cFxlFx :r 4A SPACE ONLY - - _ - - SPACE ONLY gA � >tirnY uC;t'Vtr»C-cw n,L:'SvnTCH !I !1 .L !{'-! "'e\:5'1;: .�:.'1..'.. .b •I to f WAt t-MC?U !Eo t:ErPAL cw13•eii c ::f: 1tA 1 1 A _ _� 1 - I :�::: :.t 2222, , , ,.. t ::''.: ..i,... z - -. \ 'i' I .q,R.Nt.":?d _.1f.I !N IR..t colLwtREvxneR 1 126 HALL �. _ \ 2A SPACE ONLY - - - - _ SPACE ONLY t") ( n �: _ 1A ROOT DES'Kf.1G AT ••:,.. _ �. ': .. '••1-D 12''.'1 / 9'A"A,S it. 1 / \ 1 ':::::.::: :.::. g 11A.•: :1.!A ' .t1A.: ;�"' '.,,,�..' .1I.. AC L.wlr N,rL•1.)_FIA..'R,I lrR 1A.Br1.s!, r,,., MATO WALLL1hLPOR I I L= O < N .`. '. .• u.'• 1,i.',':'•, •- '- '•1.:.4",'.'�'�.'".'.. .(p. '! ,'1 I , N ^y:� _.•�•. GYI.CIILiNCt \ oN-sux outte is oN �, t l t t- w PM t' �' " �\ =6 t r C r: n ON-SI OTTTLRS(,•••) T} - ••^,• __� n RADiORA2..RO'EA11R ` '•• •• .. O l •' I �i kA;"r.GRA?wAUAOX POWER t,4(7Ei I1 f. t2)rcoNDutT o I iv ;.�, '1'.•.':1�:.'.. 13 1/2" \w ,. .1::.'.': ^�, r i rkAnoNvcNr~ iv I tI! "'- y 2222.. ' 1 _ RF.C.NNW FAN ._.._. n '1 ': '" 103 BEDROOM p y. 4 '22 101 BEDROOM S 1�! 18 at)^ -+18 .11 ~18 av 18 all 1 'I I- . .•1.1�},• 24 L7 f1t0u 1xxNt R.O. ( \� •••''.:±:j.\..' ..i.';:. ,r•,. �\ / I. t r° , 4'-5 1/2• r..: ' . I I 1^ i �1: .: �:�' :Z P,) O 105 TV ROOM 1 II 1 -I- N m 1 3'-6" 3'-6"[ I � 3'-6` I f,. t:�°...;.,. II 11 I ..p:.:'. . 'I If.. : i.' N ---- Q DROI'•STOBSMT.THiSARLn.--� M S .J .'.'.•.P., ..... 11-.-----I t •.Il�:.:. �. 11 I 1 ACCESS IN THL FLOOR TC DRUP � DAA '2 Il �- -' 1 w )p2 ATH 1.:...,,. oil 11 5J Fitnnl: I I I N 1 'It-_ Ili TOASMTA(TERItOUS 95SL•T. % :%1�'1: IICONSrRucrenI! + t 24 / : .�) : i -�r--- tFOR'A'6c'Dj/DOXL'S) .,'I tl&INSrnLLen 1 :/ , I 1 tl a� I / T3, 1::' N 1 DYG_C. 1-- / .•. . '.Y;� :f.'::3. ( r N I 01 7 VI __ / $'-2 t/2" < 24 L7 9'-0"A.S.P. ` ,�t... �.. \\ °° �I ,,zd mL I ~/ �'_ "� _ GWBCHILtNG ae La,:'::.:'.: I I 1 s I ((( is r-__ i6: i 1 I \ I_ln ._IL�_r DEPART ENT OF ALBANY, NYATE 1�231ODES-OQ01 DIVISION JT o 3'-6" 3�-6' Q I90 _., 22,22 - .--_....,..Loi------�� .I.... V. �' .F.i a a I ! •I - I.1 ► I { '.I . } ': I 22 N 22 qq S�tamp atApprovaf, for a System,.-�Modet,or Compone't- I I I I I I I I 1 I T�sGJlT � �_-t'"Iml1 / 1 p Mantlfactutel's No. Application No, Date of Approval I I 1 i 1 I I I I I 1 1 1 ! I L-- - -_J 4- --- } I i i r i i i i i ! s i i ro 9MTI CGi1 INE 37'(,x)(-I� I- 0 1-s' �� 11QTiCE;This approvel is applicable only to those components of the factory menufacture0 I I I I I I I I 1 I I I �L^(GHTIN(T I--- I ~ BATA FAN VENTS ~ Dui l tthat+pre ta4rtt ted and assembled in the tactory manutacturei's facility. This F_ L_t_L �_ _ t.,,i..•-x. �_ _�-L_ _t )- ___ _ Sporn+l shalt rO tlefim the,mmilacture!r from responsibility for deviations.errors,or b1ECIIOSHADE(MEC}IUSEIADE.COM} OI't1XEDWFNDOW L--__--____ - - - - . ___ t._6" MANUALLY OPERATED SLIMLINE fetetBQ rBYlsmi s. approval by the local Code Enforcement Official. _____ _____- ROLLIRSHADESw/WALL MOUNT AN Sft _____ ANGLE-PROVIDED AND INSTALLED 6-/ _=�/,;�.- I St. FLOOR REFLECTED CLG. PLAN nR.Addario Don Thomas Jr EAI & IBI BoxEs , ,a . Ymm' �, `,,. .l' Fl. 4r ;a� , ., t. . � 7R. IN BASEMENT) . , . 200 AMP MAIN PANEL LOCATED B i �f/ `s z.........._..... 2:222. .. 1st FLOOR E -......................................................... i -2222... 222:2..., t [ F? Electrical Load Calculation Form, if '; ELECTRICAL ....... .. . C CAL PLANS --,- r CIRCUIT SCHEDULE LEGEND .,.. . . 2222... , hate: 3/10/2016 : Performed By:, Mfg:`:Simplex Industries € ;£s` s: •t E` , <1:, ti, w :................. MANUFACTURED BY w w ; , : < w W d a J a w DUPLEX RECEPTACLE e * 't,";,,. `..i. Y4f MAN CIR. DESCRIPTION a N Q N DESCRIPTION CIR. • , .. . . I. I .• . . ..:. Aly =< O O Project: 15.1002 ` : ,`Model:'.Ranch E,tR; 14 ."` NOTE: RECEPTACLE spur SWITCHED , i ; \�'_ '' ;.'I- e. ) / DUE TO MOISTURE CONTENT OF 0000 SOME .. tonin..,... 39 ;Air Conditioning `" 4. . .�... t�s:" �ti WOOD, 40 RANGE / DRYER .. .. ... .............. •...i.. . _ . . . 22 2 2 _. Z^„.. // 16Z�� ...... � . 2222 a> `' 'wi" �` SHRINKAGE MAY OCCUR IN THE FACE WIDTH i.............................................:............:.._:.-........... .......,,...•.",........I—,.......--. ....I.....1. '............... ......,...."..:...............:...................._......... w SINGLE POLE swrteH m 44'ASF ?Central Electric Space Heating �. T x.r35)" _ g ..._.�......................�..........I. ..:-....•-.. §,: 0 SEASONING LUMBER PROCESS AND MAY EFFECT TO NATURAL LUMBER 38 37 EXTERIOR FIN Industries . .... .:: ... .. : ... .........1...........:..:.......... ................:.......................:...........................:... ............,...,.... ...... �. . /Inc. 3 THREE war SWITCH o aa"ASF .•-w.•,...-;;- -;�--•��•.-'-",a,..-„ FINISH INSTALLER SHOULD EXTERIOR 36 35 :Electric Space,Heati....units : (..............„•,,x.sSl< o BUILDERS OF QUALITY HOMES ..................:.. ': ;............ .... EXTERIOR FINISH MATERIAL MANUFACTURER DIMMER SWITCH O 44"ASF >... .. .. F. ..........`...;•...... ..•.. ........ ..... .. . . FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ... 34 33 D ;Four or More Separately Controlled : .. y.. . .................. :2222..-...._,;.....,..... . _4_. . r......... ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. RECESSED LIGHT FIXTURE Elect.. ..Space Heating e'.I.gn . ( .,,,.,,,...x,.40);,,, o SIMPLEX DRIVE 32 31 R ... .... ... _...... ... .. ....a . ....,. ..... :.... ................................. SCRANTON( PA 18504 cE1uNc MOUNTED LIGHT FIXTURE _�:Use the larger of rho air conditioning or the j 29 .dhersified demand of the heatin load. 30 _... _. Deafer. tomer: ......:........._...._.7- .....,•.........-..:_."......... ..-............9,..,". '...-,... 2222... ........... Builder/ Cus SD stAOK£ / CARBON MONOXIDE DETECTOR OtherLOddS:....,...-..j...:............2222,-,.....,.......:,,....... _, ........ (..,,........ Dr�1ZIC 2$ 1 20 12-2 BASEMENT LIGHTS(AFCI) 27 O AC DC WITH BATTERY BACKUP ......................................:......................,........,......... ..... By: / Wafts m. . , tis or ENTRY HALL 107 RECEPTS _....................................._.,..;..,.:.,.........,...;,...>......... ,...:.........,..;_.....,....., e ........ .-.. ...............>... 2222. Circuit; " wrre°' Drawn Revised By: 26 EXT.ROOF LIGHTS 12-2 20 1 1 20 12-2 GFI 25 M CARBON MONOXIDE DEFECTOR .._s.............�..........._.. Am�`.!............_' fT1�f2C1 /-.....-._!MStZ.....a........,............ 2,_222. - - ( ) ® :General Lighting ) i Vol�1 i 20 12-2 i OR 103 RECEPS&LTS - Ac/0C ..Small Appliances..,.�....... ...�.x'1500 ) 2222,-.' ,r.2Q_:222,2.-_2222. 12 2 ........................:......... Date: Egg : 1 6 PBW 24 (AFCI} 12-2 20 1 1 20 12 2 BEV.COOLER 23 THERMOSTAT (WIRE ONLY) 1 1 -- 15-- \U - ;Cook Top(CAS?„ 124 ' 20 ' 12-2 € ......... .......... ...........:...;........- . SR 101 RECEPS&LTS _...............171__. -'...............�-...........,.,..- Scale: Serial 1# Checked by: 22 12 2 20 1 1 20 12-2 ROOF RECEPTS(GFI) 21 DiShvraatter 750 20 t2-2 - H ■ n (AFCI) ® WHOLE House FAN i Wine Cooler...... .. ...+ ........ ..............:.............: 1,r--T2s 20 12-2 2 2 2 2.. 3/1 6 - 1 -0 ---- ---- .... :........ ........ ... .. ...•..;..;. ..". .. .................. r-- .............. ..... :Oven : 5592 30 i 83 i 20 RADON 12-2 20 1 1 20 12-2 KIT/DIN LIGHTS(AFCI) 19 GFI GROUND FAULT INTERRUPT I. ..........r...:..... ......... Model: y^_.. .. ......i--.. as cr(Site) 1 0 i2-2 ` WP WEATHER PROOF h ( t ) SIX) 2Drazic Res DINING AREA RECEPS ....I'll...................................._.--...-.-....._,-,......;...-.-.......-2222.-:........-2222-' .. TV ROOM RECEPS&LTS Dryor($ite).............. . ` 6,QOp r-2 ...........,.,.r-103 ;2222 _....... 18 12^2 20 1 1 20 12-2 AFC► 17 _...., .•............:......2222..-2222.-...........-,...�_ -................ ............... _,..........-.........:........- (AFCt) ( ) tt�811 BASEBOARD ELEC. HEATING ELEMENT ;FUrfttlCeS ; 1650:X- 3 0; 4,9'x0 : 60 668 : X2 IS d Ill . t. .. 2 222. ____,"„.. .., ,,- , ..._..:...... .. is e property of SIMPLEX and Is loaned upon PANEL Box :WaterHeater(ELEC 4500 . 25 0?. 16 BATH 104(AFCI)(GFI) 12-2 20 1 1 20 12-2 EXT.RECEPTS(GFi) 15 PANEL sox ."..'."...'..'.'.............I.....".'.........") .` .... -; :-'...'........'.'►r-"' ...........I.-......'....... condition that it I t ed in Who) wP ! 0 WA NLA € o reproduced copied o e .......:......................................... . - _ „ .................:...................:,.....,. .. ..............,..T-�.......-.......T..._�.-.-2222.-2222... ..b u N 14 BATH 102(AFCtj(GFI) 12-2 20 1 1 20 12-2 WINE COOLER 0 NIA t ...... 'SLA ................. 1 13 ® WIRE FOR CEILING FAN ;... .... :..:...........:....................:..........�,-_____ ._........ ---+.. tw n s no o e uc or or in part or used for furnishing information to others or for 'Garbage plsposal 840 . . 20 t2-2 . . . - -, any other purpose detrimental to the interest of SiMPLEX and ` i Subtotal': 31146 12 KITCHEN(GFI) 12-2 20 1 1 20 12-2 REFRIGERATOR 11 %...........................................Y..................i:...i..............,..............:�_�-___- :2222..--....;......._..•..;..............................,........,,.........., . , JI First 10 KW of other loads 100% 100001 will be returned upon request to SIMPLEX INDUSTRIES, INC. ....................:...........................................:....:......................................................................4�.........-..._.......�......! ............,. P q FAN LIGHT l ' 10 KITCHEN(GFI) 12-2 1201 1 1 20 12-2 MICROWAVE g .................,.......................... .,...... :..'...11.. .1.. '......1,.,'... ' .,.. 4 ...... : l.R r of other loads@ 40%( 2119E ,x.40j � 8458: R : I : 3 emainder ® maitTde DATA PANEL t ... .........c.....................................•.,-:..,,.,.........-....422.,....2, ' ... ,.. $ DISPOSAL 12-2 1201 1 1 20 12-2 HOOD 7 i........................:...-...........,:........,........ 42,22.. : Heat or A/C from Above:l �...,.0.... ".. 1 }" :........................--.............,.,..•........_.................,. ».-.................-....J.-2222.. • violation: arnzng. It ® STATE LA9EL LOCATION18 Article 1 E ; . 45 A B a vxo a ton o the Education La . .. . ..l , . . ; 2222, .... .. . : 2422,. . : . • , .. ... .... i. .. W is NYS Ed catlo w Art' DISHWASHER Total Calculated Load:i = .... : 6 (LOCKABLE BREAKER) S 12 2 20 1 1 20 12-2 COOKTOP(GAs) 5 .....................:........._............`.....................'..............,...............,`........T-..-..............,...............-.............:......,..,....,______- ..-............., a s 1 e acts direction o QUAD RECEPTACLE i : € - f a .......:".........................................:....:............,......:•...",_ ........... ......... ....,... ........... .. 4 SPACE ONLY - - - 3 : Re cared Serince Stze 18458 f240 - 76.91 Am ® HVAC OUTLET ).... ...... ............q..............11........................44-........-- _- ....,....Ps...........1....... .2222 or ny per on un ss �s ng under e c 2 30 8-3 WALL OVEN : . licensed Professional Engineer, to alter this item in any way. THE MODERN MODULAR 21 2 SPACE ONLY - - - 1 [�] FLOOR ourl£T ed Panel Size' _ 200 (Amps Install BY RESOLUTION : 4 ARCHITECTURE ---------------------------------� 1 1 I I I f I t t l l l l l l l l l l I 1 1 1 I I I I 1 E 1 aWD CEIL 1NG 1 I 1 1 I I f I I It 11 11 { ----------1 n� f---------•-••--� E t 1 t 1 1 1 I 1 ! l I t 1 I t t ! t � F I 1 f I I I I 1 I f 1 I I 1 I 1 WINDOW <�.... .......... qWINDOW .... 8A is (y '.,6=.�+-.=.+'.'.' 1C '..r.-.:'::,r►.' ALIGN w/ SWI'[CIIF:S ................... nnov[ DROPS T011.S'MT.— ''� 1it 1 O 11 II {IcoNSTRvcT'esal 0 1t0 MUSIC ROOM c� II It p; I x INSTALLM 11 _ tl BYG.C. 11 _ .'A:• 11 ' d' -===tea .... •' 6A 1{ FRAM11 {I — c LNst'nLLen I ;Ai(,./• ':.':.� i• i•• `•�,......':.': . II RY G.C. t ti47iCNu Fb"'1 WI '.' v 1E2 BEDROOM 3 i }........ v4',A;P'. COURn,w/SOUND COIL WIRD cnLL WIRE vNnex FLOvx I :.:�':::.:.' . 711lS ANLA f-0R GPI it l ... '."j.'.':.'."•': "a• 6 ALIGN vdf .. BA L' UIPMENT Fox oN-sn'u 11 SWITgIfi •/...:'..' ' 1 4-O"A.S.I'. $WLTGIIGS Q 1•LWR (ACCLSSIDI.e Il10>7 GRADE') •113'• ATHROQM• C-41 �-- AAO U OUILL1'(••ry N 'TODL•SUYIMIEDAND a. GWDCEILING Y r• w INSTALLW ON-SITe DY .. �• it A OTHERS 1 ly gw I •^ N t fl4 8 OOM 4 6A 6A 6A iv F :�. l� ftT. E0 '. o / }': :�: 9'-0`A.S. . t: :�:: N, GWD CC IlN(i �'$.1 .'h ,�.'.'.'..'...'.' WAIL 1'. t5 'FtA" COIL W1Re _ 6,6 67�`A.T•'.K 5'-6. _ L._-----__J 1.ORpN-Stt11 ..j:. �n...1-:la MOOR l;3 .. OUYLLr(•••) COORWTE LOCATION ;.11 i•'••' W/ELEVATION "l" t08'I1At L SA SA I•:1.': t09 tJY1NG ROOM X ;,j. 5A v 5A l• I 9'-5w I 5 0• SA A - ^ . 1 _ WOOD EJUNG .T'.� W 000 CLG.'1'O :.1:�. •(ty JSP• 1NSTALLliO DY G.C. yn '.l.'1 ...... .... r-n n r— i 17 17 _ i7® INANARtin `LIAiSh'W 21 AD L'"Y"A.i.P. C'LY[L•Rt:p fN 5'1la4"W IN OI'PI:x RIGII'C SPACe ON FLOOR UI•)'CR Wf 3 CORNr-R 7` Ww U tiSLD CORNCR, :• —_...� A X ALLOW C'-TOP �1 X 7t / Q 0 i7 V. n.P.F'. M ..• \ { WINE MICRO _ — ` •1 —t OVEN �^ M. •ENTRY 106 KITCHEN i'-5 9/fb• \ :...; ...... \ .�.•••.P}✓1¢ SP.civ:".•::•. COORDINATE W/APPLI NOES 15 15 a :bw =P • 'ty.'.':.'.'::.:':.'.'::.'.':::.'::......'..:':::.':::.':::::::.':::.':::.':..'.....':::.',.':.'.'...':::::::.':::.':... WALL a A tv :..'.GWD 'li3CTWG :.l'.':.::.'.'..'I 1 \ O (iYl'.CE1ItNG \ X g .. r' 22 a" ., > ., r m•sRS4"A.F.I= { _ - nctr.Nwr _ _ .... 15 SW 7;L11151 :.: . 1 to cdJ`.a:F :.\'.•.:':.'.:.. I N ABOVE \ ."/,'.'.".':: d.L1YdI•, ,.'&,'.ANr' I 78 CODROINATE LOCATION ...... `•\: :•:. N 703 BEDROOM /2 \\\ Iwrmirs 101 eEORDOM #1 v I Yrtt)7 ELEVATION ' ': .'.':.::':.'.::'.'`... ja-24 .. ... :'. t r.WINDOW =..i .'.'..'..".'...'..' (v :('_.-�." O L 105 TV ROOM 1 It 1�=o w-A 41 7-7 - Myn ,©• .. ,....... .... Q DROPS TOBSMT.TII[S—..'""�$� ..J. '.. ..': AREA.ACCESS IN THE 0 .BA7NROOM.1 (r----— II 1' 2 8A(tiliApA1'.t.. y a :A.•.• It I'LOORTODROPTODSMT II F7IACONSI Me II It�_ =T it � Q � IT AF`FER HOUSE•IS SET. 11 A INSTALLCD II p. ,': I o o OY G.C, ITS I E) U ?? t 0 ALLGNw1' ...':. a .. 11 SWITCHE's ••••.•.• 11 F-tn� 3 ABOVC ..•E-».»-...«.. 9'-0"A.S.G. -- —>,. I r x / d�z d M t; 3' 0• •.•....""""' 2a G D CE41NG 2'-4. _ _IL "_ 2_4w / DEPARTMENT OF STATE CODES DIVISION ::•0::::: I ALBANY.NY 12231.0001 [ •.'.�:�.:; •::• .v �WINDOW •,•.:.-.::..:.:.:r.•,• c> Stomp of A woval for a System,Model,or Co pyo snt L_____ ___J Manufacturers No. Application No. Date of Approval 1 1 I 1 I s I I r I I I 1 W CL'T ING I SIO .�:TftlQ,approval is applicable only to those Components of the factory manufacWted I t 1 1 I i 1 I I 1 I I I 1 1 E i I that are fabricated and assembled in the! facility,� factory manufacturers iaGl This —L L .—L–J_J_1—L_L .�-1-1.....L—L—LJ— —.......-- appm*SW L_____—_____ rWt te�eve ltfe manufacturer from reSponSit�ility to deviatrons errors.a 1 ontiseion from the approved documents. ----'--------------- AN site related work t be reviewed for approval by the local Code Enforcement Offs W. L-----J ) BY Jon R.Addado Don Thomas 1st FLOOR ELECTRICAL PLANS i ra> � U t1 r"� MANUFACTURED BY NOTE: G 1st. FLOOR POWER / DATA PLAN DUE TO MOISTURE CONTENT OF WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH Tse a,d�. , ., • OF THE LUMBER DUE TO NATURAL LUMBER SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. EXTERIOR FINISH APPLICATION, EXTERIOR 08/01/16 FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES EXTERIOR FINISH MATERIAL MANUFACTURER FOR RECOMMENDED INSTALLATION TO KEYSER VALLEY INDUSTRIAL PARK ACCOUNT FOR POSSIBLE WOOD SHRINKAGE. SIMPLEX DRIVE SCRANTON, PA 18504 Builder/Dealer: Customer: Re4a Drazic Drawn By: Revised By: PBW 8-1 -16 PBW Date: Eng #: 11 -3-15 15--1002 Scale: Serial #: Checked by: 3 16" ---- Model: Drazic Res This drawing is the property of SIMPLEX and is looned upon Ncondition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS Warning: It is a violation of the NYS Education Law Article 145 p D A 19 g f� t� E F B S IF for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in an way. THE MODERN M o D U L A R g � Y BY RESOLUTION : 4 ARCHITECTURE 2008 NEC ELECTRICAL NOTES: 1 . RECEPTACLES SHALL BE ARRANGED SO THAT AT NO POINT ALONG THE WALL SHALL THE INTERCONNECTED SO THAT IF ONE IS ACTIVATED ALL OTHERS WILL BE ACTIVATED. CARBON DISTANCE TO A RECEPTACLE BE MORE THAN 6'-0' EXCEPT AT KITCHEN COUNTERTOPS MONOXIDE DETECTORS SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION WHERE RECEPTACLES SHALL BE PLACED NO MORE THAN 4' APART. INSTRUCTIONS. 2. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0" OR MORE IN 18. COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE DETECTORS MAY BE USED. LENGTH. 19. BATH FANS MUST BE VENTED TO EXTERIOR. 3. ANY WALL 2' IN LENGTH OR GREATER REQUIRES A RECEPTACLE (HABITABLE SPACE ONLY). 20. ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED ONSITE AS FLOOR PLAN OR SALES 4. ALL COUNTERTOP RECEPTACLES AND SWITCHES HEIGHTS (SEE PLAN.) CONTRACT DICTATE PROVIDED THAT ANY MODIFICATIONS ARE APPROVED BY THE LOCAL CODE INSPECTOR.. 5. WALL SWITCHES AND RECEPTACLE HEIGHTS (SEE PLAN.) 21 . CIRCUITS FOR LAUNDRY, FURNACE AND WATER HEATER INSTALLED IN PANEL BY 6. ALL RECEPTACLES T0 BE GROUNDED TYPE. MANUFACTURER WHEN CRAWL SPACE OPTION IS USED. CIRCUITS ARE INSTALLED BY BUILDER WITH FULL BASEMENT. 7. ALL 125 VOLT, 15 OR 20 AMP RECEPTACLES ARE REQUIRED TO BE LISTED TAMPER 22. RECESSED LIGHTING FIXTURES WHEN INSTALLED IN THE BUILDING ENVELOPE MUST BE TYPE RESISTANT IC RATED, WITH NO PENETRATIONS BETWEEN INSIDE FIXTURE AND THE CEILING CAVITY, AND (2008 NEC 406. 11 ). GASKETED OR SEALED TO PREVENT LEAKAGE; OR, TYPE IC OR NON-IC RATED INSTALLED 8, A COMBINATION TYPE ARC-FAULT BREAKER IS REQUIRED FOR ALL BRANCH CIRCUITS THAT INSIDE A SEALED BOX. SUPPLY 120V, SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED IN FAMILY ROOMS, 23, WATER HEATER MAY BE OMITTED BY BUILDER WHEN ALTERNATE SOURCE OF HEAT FOR DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, WATER SUPPLY 1S PROVIDED. RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ROOMS OR AREAS, INCLUDING THE SMOKE ALARMS. 24. STEEL PROTECTORS SHALL BE USED TO PROTECT CABLES LESS THAN 1 .25" FROM THE 9. A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED, BUT NEAREST EDGE IN ALL FRAMING MEMBERS, NOT LIMITED TO, ALL CIRCUITS SERVING ALL COUNTERTOP OUTLETS (2008 NEC 210.52) 25. NON-METALLIC SHEATHED CABLE SHALL BE TYPE. NM-13 W/GROUND OR MC IN EXPOSED 10. A GFCI BREAKER OR LISTED TAMPER RESISTANT TYPE GFCI RECEPTACLE IS REQUIRED, BUT LOCATIONS PER 2008 NEC SECTION 334. 15. NOT LIMITED TO, ALL CIRCUITS SERVING ALL BATHROOM RECEPTACLES (2008 NEC 210.52) 26. CONDUCTORS, ELECTRICAL EQUIPMENT AND LIGHT FIXTURES (LUMINARIES) SHALL BE 11 . GFCI PROTECTION IS REQUIRED WHEN OUTLETS ARE WITHIN 6 FEET OF THE OUTSIDE EDGE LABELED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. THE EQUIPMENT OF A LAUNDRY, UTILITY, OR WET BAR SINK. SHALL BE SUITABLE FOR LOCATION AND USE IN COMPLIANCE WITH ITS LABEL AND LISTING. 12. A LISTED TAMPER RESISTANT TYPE EXTERIOR WEATHER-RESISTANT/WEATHER-PROOF GFCI 27. A 100-200 AMP PANEL BOX MAY BE USED. OUTLET IS REQUIRED TO BE LOCATED AT BOTH THE FRONT AND REAR OF ALL DWELLING 28. ELECTRIC DROP AND/OR PANEL BOAC LOCATION MAY VARY. UNITS (2008 NEC 210.52E). OUTLET MUST BE AT GRADE LEVEL. A RECEPTACLE IS ALSO REQUIRED WHEN PORCH/DECK/BALCONIES ARE 20 SQ.FT OR BETTER AND MAY BE USED 30. AN ENERGY EFFICIENCY CERTIFICATE SHALL BE POSTED ON INSIDE OF PANEL BOX. TO COMPLY WITH 2008 NEC 210.52E WHEN AT GRADE LEVEL AND WITHIN 24" REACH 31 . WHIRLPOOL TUBS ARE REQUIRED TO BE ON AN INDIVIDUAL CIRCUIT. IF GFI PROTECTION IS 13. SMOKE DETECTORS ARE REQUIRED AT THE FOLLOWING LOCATIONS: PROVIDED FOR THE WHIRLPOOL TUB UNDER THE TUB OR AT THE TUB A ACCESS PANEL 13. 1 . IN EACH BEDROOM SHALL BE READILY ACCESSIBLE 13.2. OUTSIDE EACH SEPARATE BEDROOM IN THE IMMEDIATE VICINITY OF THE BEDROOM ' 13.3. EACH ADDITIONAL STORY OF THE DWELLING UNIT INCLUDING BASEMENTS, BUT NOT INCLUDING CRAWL SPACES AND UNOCCUPIED ATTICS. 32. A WALL SWITCH TO CONTROL LIGHTING OUTLETS FOR INTERIOR STAIRWAYS SHALL BE � PROVIDED AT EACH FLOOR LEVEL WHERE STAIRWAYS HAVE SIX OR MORE RISERS. :�€`ry` DEPARTMENT OFSTATE CODES OIVISION "�" £' `� � ALBANY,NY 112231-011001 14. SMOKE DETECTORS TO BE DIRECTLY CONNECTED TO LIGHTING CIRCUIT WITH NO v. .f, � ;; ` gtam ��yy A, . • p of Appfnva2ZLYS Mo,dei,or o o t INTERVENING WALL SWITCH. 33. LAMP HOLDERS INSTALLED IN WET OR DAMP LOCATIONS SHALL BE OF THE WATER PROOF . MAnufactur er's No. Application No. Date of Approval"O'nCE:Thisapovat is applicable only to those oorrtpomertts of the factory manufactured C; ;; :,;` . :°. € s dial are fabrkated and assembled in the fa 15. CARBON MONOXIDE DETECTORS ARE REQUIRED AT THE FOLLOWING LOCATIONS: „ x�.N,� . �a r ctaYrnanutaciureesfacility, This Yx;F aAprova!Own not relieve the manufacturer from responsibility for deviations.errors,a :< ,. r*r w E; **$ion from ft approved documents. 15. 1 . OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE 34. WHEN MORE THAN TWO NM CABLES CONTAINING TWO OR MORE CURRENT CARRYING " -" ' �, 1+�siteMatedwork stberevieNredfor approval bytr�elocal codeEnforcement Qtfipal. BEDROOMS IN DWELLING UNITS IN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED :J ;: ' ARE INSTALLED WITHOUT MAINTAINING SPACING BETWEEN THE CABLES (OR -----An By- CONDUCTORS AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. .Addarjo Don Thomas.Jr PLACED IN THE SAME OPENING) SHALL BE FIRE- OR DRAFT-STOPPED USING THERMAL 08/01/16 16. SMOKE DETECTORS MOUNTED ON CEILING OR WALL PER CODES & LISTING, NFPA 72, AND INSULATION, CAULK OR SEALING FOAM, THE ALLOWABLE AMPACITY OF EACH CONDUCTOR ARE TO BE INTERCONNECTED SO THAT IF ONE IS ACTIVATED ALL WILL BE ACTIVATED. SHALL BE ADJUSTED IN ACCORDANCE WITH TABLE E3605.3 SMOKE DETECTORS SHALL BE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 35. ABOVE. GROUND CABLES SHALL BE PROTECTED PER THE REQUIREMENTS OF SECTION ELECTRICAL NOTES 17. CARBON MONOXIDE DETECTOR MOUNTED ON CEILING OR WALL PER CODES & LISTING. E3802. NOTE: MANUFACTURED BY WHEN MORE THAN ONE CARBON MONOXIDE DETECTOR IS REQUIRED, THEY MUST BE ° 36. INTERIOR LOCATION OF ELECTRICAL .PANEL REQUIRES A DISCONNECT INSTALLED AT THE . DUE TO MolsruRE CONTENT of WOOD, SOME SHRINKAGE MAY OCCUR IN THE FACE WIDTH /l POINT OF ENTRANCE NEAREST THE SERVICE. CONDUCTORS. OF THE LUMBER DUE TO NATURAL LUMBER Now SEASONING PROCESS AND MAY EFFECT THE Industries /Inc. EXTERIOR FINISH APPLICATION. EXTERIOR FINISH INSTALLER SHOULD CONSULT THE BUILDERS OF QUALITY HOMES 37. A MINIMUM OF 50% OF PERMANENTLY INSTALLED LIGHT FIXTURES SHALL CONTAIN ONLY EXTERIOR FINISH MATERIAL MANUFACTURER FOR HIGH EFFICACY LAMPS OR SHALL BE CONTROLLED WITH A OCCUPANCY/VACANCY SENSOR ACCOUNT FOR OR 0 SIB EMENDEDT WOOALLADON TO SHRINKAGE. KEYSER VALLEY INDUSTRIAL PARK SIMPLEX DRIVE OR AUTOMATED LIGHTING CONTROL SYSTEM. SCRANTON, PA 18504 Builder/Dealer: Customer: Re4o Drazic Drawn By: Revised By: PBW 8--1 -16 PBW Date: Eng #: 11 -3-15 15-1002 Scale: Serial #: Checked by: Model: Drazic Res This drawing is the property of SIMPLEX and is loaned upon condition that it is not to be reproduced or copied in whole or in part, or used for furnishing information to others, or for any other purpose detrimental to the interest of SIMPLEX and VAL will be returned upon request to SIMPLEX INDUSTRIES, INC. REVISIONS Warning:Jt is a violation of the NYS Education Lav Article 145PREFABS 12 �L21 for any person, unless he is acting under the direction of a licensed Professional Engineer, to alter this item in 1ny way. THE MODERN MODULAR BY RESOLUTION : 4 ARCHITECTURE OF 431--i" 13'41 14t-6" 141-011 ol �• 41 �41 30 t-O" '.�.. ...... : - - - - - - - - - - '�- - - - - _ _. .. _ - - _ (D, 1 � 1 1 f, -1 AtON , I r- • 1 2X10 AC-0 vire"oG . 1 C , y 10`-011 12'-0" � I t 1 » 1 I QR a lu U4 �r � .•n• I xI � H Of - � F— ♦`a 1 1 2X10 AGQ �Ifa"oC � � Q � N2X10 AGQ PJ 1016"oc w p` I GUNITE POOLlu ' LU T. 'Q in '•C z r 1 I (►/ Q P t 1 / 1- 1 4d• = 1 1 1 1 tX Q I I I `� Z i • ro � i � I U r _ At At 12 " aI I I 1 �• 2X10 AGQ 4DlE+"oG - r aR n i t I Cn ,. sn 1 1 1 1 �. 1 , x 1 I -- �•�/ i • � r 1 G• y1 1 / N f lk _ ,-- I 1 . , � n p• .,. v.. �. 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P 1,•' 1 _......._.._.._�... __. _. _._.__,. __ __..._..._._...._._........... ..... _._.. ...........__..__.._......._...... _.. ........... ...._...__-� _ —:---- DRAWN BY: JF a. 7/17/2016 „ a �•`� - + . a C � � P.:* '.o . ", a a a� .v -, a a "p'� .o F w . w _ ..._. ... __..__._....._...__. ._..:_.......... .... ..........._..._.... ,._................. .._......... ......_....._. SCALE. SBE PLAN Of FOUNDATION L! nn SCALE: 114" - 1'-011 SHEET NO:: FLOOR FLAN SCALE: 1/4" = 1'-011 �Ta � Q 61 5/4" DECKING 2X10 ACQ DJ o16"0C jj� le 11111 116,0, 2X10 ACQ r =' CARFENTERLEDGER 2X6 CONTINUOUS STUD L,UALL (TYF ) 5/4" DECKING 5/4" DECKING z � (3) 2X10 ACQ 2XIO ACQ DJ -016"OC 2XIO ACQ DJ miFo"OC (3) 2X10 ACQ GIRDER 2XIO ACQ 2X10 ACQ GIRDERo LEDGER LEDGER (BOLT) FOOL (BOLT) " O 5Y. OTHERS O �, � o �4 24"X24"Xi2" 24"X24"XI2" �.•..� a CONIC. FTC, CONC. FTG, Vr � ►--t H DECK. SECTION C--� SCALE: 3/16" - V-O" (4) ML. (3) 1-3/4X11-V$ ML l3J I-3/4X11-1/6 ML (3) ML. f axe COLUMN i 3/a" SADDLE M czJ 11--1/s >� (TY1=) 4 CORNERr.� 6X8XI/2 SXaxi/2 W �j Et /. STEEL STEEL 8X8X112 (4 ) 5/0 15OLTS � COLUMN BXSXI/2 ,% / COLUMN t • STEEL _ f COLj 0 co �COLIUMN COLUMN zWSCALE: 1/2" V-o" X N Lo .. .. . 11-1/8 Mi. 016"Or- ITYP,J 11-1/8 ML 016 OC (TYP.) , z r. SHEATH I BOTH SIDES (2) ML E-VR 8N1✓ATW BOTH SIDES I lzJ ML Np3 WITH 3/4" PLY ...- WITH 3!4" PLY � , v, o � (2) 11-1VS ML (2) 11-1U8 ML % vJ / L" o LOADS ON (o0 3/5" SADDLEEACH OF 12 ADDLES 4000» (4) S/S" 5OL.T5 Q IOXIOX9/4 BASE PLATE IOXIOX3/4 BASE PLATE IOXIOX3/4 BASE PLATE IOX)OX3/4 BASE PLATE / ti/\ tE 3/ Et (4) 3/4" ANCHOR BOLTS (4) 3/4 ANCHOR: [TYPr J OR 50ILT$ (4) 314 OR BOLTS (4) 3/4" ANCHOR BOLT$ o� COLUMN r< DRAWN BY: IF DETAIL. 1-OR. EACH 01= WEST WALL % CTION FRAMING 717/2016 12 INTERIOR ,SADDLES SCALE: 1/4" = V-O" Of mow` SCALE: SEE PLAN fv1c.,V o DETAIL FOR INTERIOR SADDLE EAST WALL SECTION FRAMING A SHEET N O: SCALE: 1/2" w 1'-0" SCALE: 1/4" = f-O" 3 Ci T! � A F7 ABBREVIATIONS A/C AIR CONDITIONING A,D-J- ADJACENT A.F.F. ABOVE FINISH FLOOR IRES4 A.F.S. ABOVE FINISH SLAB A.S•S. ABOVE STRUCTURAL SLAB ALUM. ALUMINUM ANOD. ANODIZED ARCH. ARCHITECT,ARCHITECTURAL ANGLE@ AT P i & AND BD. BOARD " ------------- BLDG. BUILDING BLK BLACK „ ..y.. . T H E MODERN MODULAR B.O. BY OTHERS , ; »',.. . " ,. .,. . . .,.., -, BY RESOLUTION. 4 ARCHITECTURE BOT. BOTTOM "2d ;,� w....,.. . BRIGHT s:`"; BR. - CAB. CABINET,C ,,:W;'",5„•. '.3�'e ,,y '' �`4 is,•l.",.e .. '.1•w:,°•,9q�'i," :f,l;a`j'•';:' .. n j:e i r,. 11 ^r',;:Y';e,,:.,.• «�'.:,.I t°> ,.;+,w„ a.'Qp;''ie+: CAT. CATALOG ;�,..,. t ----••--•-- :.r'..,' .,;'.g"<ar;;:«; CEMENT .��,,: ,�;. t•s, P">'>' :i.:;,.: ,;... 4, eNP ';s.•> ., CEM. 'z ;s� .�:.,. , G ATERPROO FIN �' Ott WATERPROOFING w E INTI OU5 �`°: •� �.�'�' a,,,.,t r ..}>° :� M „ _ DR Bill EM.WP �. DRAW IN a<, ,,. G s'�4.., i' E �a T � •s. <r ,� EET IRDP PERMINUTE �„ �t,.. 8 FT. � =•�•r ,sem,, CU .e' ;pro >t' I y .xa 4 b tom. •.t .6 a P' '9{q{{} i'K va\ T Y . r. t t' dG CHROME � .F �,I H 'm.x�• .. mac: .,amOpT!. t. T, is r :a q ...F* a 6, •�a ,y.'^. .SNF'; R N �, r., �::• CO LIE 4; �,:<;.•.... T;� V ELATE .,.. .�' ER L =�a f. t >�ri'A 'H* l a` t. ,n ,.•<,> � , CLR CLEAR — - :; AO SCHEDULES :. ED LE vio S CEILING kx' .r ... .- C G .„ > CEG. � •�. - - Y b x SY .K ,$+y, ' � WINDOW ' D °:�t .� "° TYPES ' ;, SCHEDULE D UL N'.4a- E OPENING -J a.. •e .,r. LEAK O .� C.O. k b L•+ SYy. p < �,. Fit ,'�•.'`'�: 1. Aa �° '�. �' .�] „ 'tom+^$. '? ✓a ;F .�•�nm ;'}. '�..,,;i.. OW Oa EXTERIOR COLLI ���� :_:., DOOR D COL. ;N�.' r, �. -"„'. r DETAILS °.4� 't.`�'). .§ �`'"-,, T'chrs> fir• 11� +. :`t•t ..r `r.€. >',#, '`f •`mom`. .%;.r. Aa.�2 CONCRETE � p.r.,q.0 � :•,:. .� � .. 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DIAMETER to , . w�, .k .. Y �* ..,p ..i.....8 .. �!' t �!� ,r.r.ro: - ya �Nr `'',�.-amu:!` '��" •'�'... .,. ,,. 1', I N A1,112 FIRST FLOOR DN. DOWN A,* ,,.,: IE �, ,; ^ �� .. :��:'.*,�:4. k R PLAN '+�° }. ,4y" ". 'n „1#,. _ .J aaa!ax.' ,{ �y' ;I 'a1 ^� 'Wwr°:` `. .,:P» �a:..x i.- . fh ..,:: ROOF PLAN PR. A1.113 DM DAMPER } t DR. DOOR t ` , r,r ': r • ,t 1 ;,t. : ` ,:. yrs .2A BASEMENT <t'( ,I, B NT RCP '7"fk lr; 1 S '.'apw p ;'e-•' '" ` M,.r"' _✓"`, �T DETAIL ;�e'. �.• ''�;�' - - ''' , 1: '°a;wn. ,>;°»*•_°" . DET. "i ..za w A] +' I }, a ' . }. Wq•,, .' s 1 FiRST FLOOR RCP DWG. DRAWING '",« : "° �e:x. .` A].22 ROOF RCP&POW »'�. au, ,� ER PLAN EA. EACH p "�r s•: ,` <' ..-, .' -} # ,:.'e.° E.C. EMPTY CONDUIT -gt ,. ' I.., •,;�. >i ;,,.:'.. ,;' POWER/DATA N •�.> _°,• �.'1:`<� A1.3i0 BASEMENT / ATA FLA •bt .1',6; `A� .f+,�. .""-`R «.o-/"°'r•^w° 4 �.• .,•.�< s i •"'lJ^f.�'°. 'vjt f t.••O.F•...: ELEC" ELECTRICAL t, :, ;� ; _„ FIRST FLOOR POWER/DATA �°' `. �;��`h >=_ `,�. °�• .; ,. .� >r,,., / ATA PLAN ELEVATION �` .. ,r- "L'~~ }.,.•:.' A]. BASEMENT FIN ...�- 1SHES PIAN u ENCLOSURE � .�.�,., . ,� y�...;.�'":�` ( ENCL. �"' -� ;ems - y.� ~= -_`'-��,, :' FIRST FLOORFlNISHESPLAN EQ. EQUAL �;• �" �, ..� ,,...''..', I v� >r �' ,,.,. ""^---•, .,°.°',;{ . . EQUIPMENT EQUIP. EXISTg EXISTING r .,- ; nw..- ,•' . ,,; . " ''�,,,� - ...;:�.„ ; E .^•�=%�'.__ L � .. _ .^, �. ENG.,ENGR ENGINEER F.D. FIELD DIMENSION 4,,,- :�"�� - � �`• �' r^r's `' S , A2.00 EXTERIOR ELEVATIONS F.F. FINISH FLOOR A2.10 EXTERIOR ELEVATIONS F.H. FLATHEAD FIN. FINISH A2.20 BUILDING SECTIONS FIN. FIXTURE 30 BUILDING SE FL FLOOR ^ ````�.. :•: G FLUOR. FLUORESCENT A3.00 WALL i LAB -`"� ;• , .A.°' �:p r✓} " SECTIONS F.S. FINISH S ' �. a:.',':,'�•'' FT. FEET,FOOT :'b`"' G.A. GAUGE GALV. GALVANIZED .; G.C. GENERAL CONTRACTOR a . ., �:, r..,`„ ,. M""., � .k Y. D. GROUND y� Ate'"' .i, ';�: „ .n }}r,,•_„ �t' �.. G.F.I. GROUND FAULT INTERRUPTED >” ,'` ''#y°' Aa:', -rY G .,•` / w:rtY:R,L;: , a: W <: ;: STRUCTURAL DRAWING SET HEff(NDFX GL GLASS ,>y, GWB GYPSUM WALL BOARD "'� ,, H.CLG. HUNG CEILING �`"" .,� : �- . STRUCTURAL DRAWING BY JOSEPH FiSCHETTi HDWD. HARDWOOD HDWR. HARDWARE A-1 DECK FRAMING PLAN HM. HOLLOW METAL `'`- `-. A-2 ROOF FRAMING PLAN H.O.A. HEIGHT OVER ALL A-3 WALL SECTION FRAMINGS HORIZ. HORIZONTAL r.., HR. HOUR HT. HEIGHT HVAC HEATING VENTING&A/C INCL INCLUDED,INCLUDING INSUL. INSULATION JT. JOINT KIT- KITCHEN L LENGTH LACQ. LACQUER LAM. LAMINTED LAV. LAVATORY LIN, LINEAR L.O.A. LENGTH OVER ALL a� MANL. MANUAL ' MANF. MANUFACTURER MAX. MAXIMUM MECH. MECHANICAL MTL. METAL MIN. MINUMUM MISC. MISCELLANEOUS N.C. NO CHARGE MAw"w"lw"UA NEG, NEGATIVEFf LAN N.I,C§ NOT IN CONTRACT /U I NO.,# NUMBER us P% N fmW %pow NOM. NOMINAL NTS. NOT TO SCALE O.A. OVERALL O.C. ON CENTER 010. OUTSIDE DIAMETER OVERALL DIAMETER OPP. OPPOSITE OPNG. OPENING PART. PARTITION PL PLATE PLAS. PLASTER PLYAS.LAM. PLASTICPLDAMNATE MAIN FLOOR MODULES LINE SPACE DIAGRAM - '16' WIDE BOXES SQUARE FOOTAGE POL. POLISHED PRELIM. PRELIMINARY MAIN FLOOR (MODULES) 2827 SF - 2016/03/15 PERMiTSET RAT PAINT 2X115/10/09 81Q SET RETURN AIR STAIRS (SITE BUILT 1]()SF 2015/10/01 REVISED FACTORY PRICING RADIUS FINISHED BASEMENT (SITE BUILT) 2102 SF 2015/07/31 PRELIMINARY FACTORY PRICING RD. ROUND SITE BUILT UNFINISHED BASEMENT (PART OF FOUNDATION 1084 SF sols o6 t REF, REFER TO 1 REFR. REFRIGERATOR ! / / S DESIGN DEVELOPMENT REG. REGISTER TOTAL SQUARE FOOTAGE: 61$3 SF 2015/05/27 SCHEMATIC DESIGN REINF• REINFORCED RES. REQUIRED D FRONT DECK (SITE BUILT) 450 SF RES. RESILENT REV. RETURN 60' ROOF DECK (SITE BUILT) 1260 SF — RM. Roots NORTH DECK (SITE BUiLT) 1000 SF ��R1 S.C. SOLID CORE TOTAL DECK SQUARE FOOTAGE: 2710 SF `�,, DRi L Qjq SEC. SCHEDULE �Q0 SEC. SECTION C t SOF SIMILAR POOL DECK (SITE BUILT) 1290 SF -- ` SENT. SEALANT I �'►'s � SOFF. SOFFIT ARTIFICIAL TURF (SITE BUILT) 1600 SF SPEC. SPECIFICATIONS,SPECIFIED ,! SQ. SQUARE 2 B + C � 60' S.S. STAINLESS STEEL �-� p 0� S1R.STL. STRUCTURAL STEEL 30' 30' ZONING INFORMATION >.� 205 .• av ST. STRAIGHT a , 5TL. STEEL B $TOR• STORAGE STRUC. STRUCTURE SUSP• SUSPENDED USAGE SINGLE FAMILY T.B.D.ELTO BE DETERMINED COUNTY SUFFOLK TEL TELEPHONE ZONING DISTRICT TEMP TEMPERED R-40 NORTH FORK BLUFF HOUSE THK. THICK,THICKNESS A 3 A LOT SIZE 0.7$3 ACRES 470 LLOYDS LANE T.O. TOP OF T.O.A. THICKNESS OVERALL TOIL. TOILET 34,126 SQFT � 1°� MATTITUCK,NY 11952 T.O.S. 70P OF STEEL 6O T.O.W. TOP OFWALL RESC�I.UTION. 4 ARCHITECTURE �\ T R TOP REGISTER STI+ UILT 150 WESTI28TH STREET,SUITE 1902,NEW YORK,NY 10001 �• TYPICAL U.C. UNDER CUT TEL:212.i 5.9266 www.re4a.corn FAX:212,206.0944 U.O.N. UNLESS OTHERWISE NOTED \\ � VEN. VENEER VERT. VERTICAL VEST. VESTIBULE V" COVER V.I.F. VERIFY IN FIELD W. WIDTH / WITH WD. WITH OUT DATE: 2016/03/15 WD.BASE WOOD BASE WD.IN WOOD ` A0v00 WIND. 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[ ► r.•,•C •t! • `,' ' •a•. .11. a at th Alk r.•t •:E•► - - -S'��a ���� _�-� II•.•C CI :? .• ►.+`. .I • ,a A. .• -�_� :} 7■•al `,• ':4 1 ■:L,r a r: ` 411 :f.�'C ..(•14 NORTH • • •.J t-•.•: N //1. •.l l :. • • ►1,[ fir• ' }► :' . r a► .• i :► �_�_ a_d,�v ���� :►4F .� ►llrl /C:i 7•u• %a►aa ►:k C. ,: 441 ira• /► r :. ►b7: r :tl•CI AIF ► 6r ► • 407: r y _�� 1 •• . �� }[, i:t 61:.L l► _ t►.11ok•: {:r :al ,•.tel : :+l r a:, i s •. -' 11 • x• •: 1,14 • ►o•: a♦ : • ► •; ; , xES4 E F A B S THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE JNQIES: t. ALL WINDOWS/DOORS TO BE ANDERSEN 13'•10 WINDOWS IN DARK BRONZE EXTERIOR FINISH 8, FACTORY PAINTED WHITE INTERIOR FINISH W/ 7-11" 7'•t 1/7' S 6' SATIN NICKEL HARDWARE. OZ 2. PROVIDE ALL OPERABLE UNITS W/STANDARD 03 INSECT SCREENS. VARIES,REF,TO SCHED. 3. PROVIDE ALL UNITS WITH ALUMINUM DRIP CAP. 4. INSTALL ALL WINDOWS/DOORS/FLASHING PER VARIES MANUFACTURER'S RECOMMENDATIONS. / NOT USED NOT USED 5. PROVIDE PLYWOOD SHUTTERS FOR ALL ANDERSEN WINDOW GLASS DOORS,WINDOWS, 2 AND SLIDING GLASS DOORS WITHOUT IMPACT VARIES,REF,TO SCHED. RESISTANT GLASS,BY GC. Oi 3' 7'-7' VARIES 2'-6 6. ALL ANDERSEN WINDOWS TO BE SUPPLIED BY ,♦ u? ` �' 2 INSTALLED ON-SITE MD E BYGC,WINDOWS R ROTO PLANS AND / 2 WINDOW SCHEDULE. M Y ♦ , , ✓titZXN , - .2 , i rot Tot Toe Its t29 ttb t32 TYPE CM5 TY M4 PE CM3 TYPE CM2 TYPE CMI A-SERIES FIXED+CASEMENT COMBO S ES 525 FIXED+FIXED COMBO SERIES 525 AWNING+FIXED COMBO A•SER1E5 AWNING+ A-SERIES CASEMENT+FIXED COMBO REFER TO PLAN FOR AWNING ORIENTATION FIXED COMBO REFER TO PLAN FOR CASEMENT ORIENTATION VARIES,REF.SCHED, 5'-0 2.-U„ VARIES,REF;.TO SCHED. Ol p2 XX 2-11' VARIES,REF.SCHED. 02 0_4 `♦ 02 p2 VARIES,REf.SCHED, QOV —• �•—•_-�� E0 bo r.t? , VO' , ro > , , 001 D\/ 0 006 L002j O 104 106 IlA 116 T17 12Q 126 131 133 007 106 1Q7 Toa T09 i1Q 111 t12 1A los tt9 12z 124 11a 121 123 127 Tea Tao TYPE Al TYPE D4 TYPE D3 TYPE D2 TYPE D1 A-SERIES AWNING EXTERIOR GRADE SWIPN3 1008 A-SERIES SLIDING GLASS DOOR A-SERIES SLIDING GLASS DOOR A-SERIES HINGED GLASS TYPE C1 TYPE P1 EXTERIOR GRADE SOLID CORE WOOD R OR L,REF.TO CONST.PLAN R OR L,REF.TO CONST,PLAN INSWING DOORWITH StDEUYE A-SERIES CASEMENT A-SERIES FIXED DOOR,OR APPROVED EQUAL 02 WINDOW/EXT DOOR TYPES SCALE: 1/41=11•0" ALL ELEVATIONS ARE FROM EXTERIOR MMA N D /EXTERIOR OR SCHEDULE nnll) om MN BMFMFNT C1 ANDFIRSEN A-SEMES CASEMENT 7--1 I!XA'--9& FOLDING CRANK 02/AD.93SIM 01/AQ.22 HJQH PERFORMANCE,SMARMN 10ME4 HF6D=K EMENJ.E�REM X X rff2 FN BASEMENT - PI ANDFRSEN A-SERIES FIXED 7�-10'XW-9' 92LAQ2JZM_ Q1 t AD." HIGH PERFOW61SICE–WAMUN LQW--U HPATLOC x X N MMENT C] ANDERSEN A-SERJU CASEMENT COMMPORM F NM9 SATIN NICKEI 021AD.2881M 01160," HrH PERFORM614CE,SMARTSUN K&U4 HEA71 i BASEMENT FGRESS t 02 QM BASEMENT rl A-SFIZIES CMMFNI Z-31.XR-9. CONTEME01187YEWM CRANK MIISH:SATIN NICKEL 02,_ � 23 22 2016/03/15 PERMIT SET tZ 02 1 AD-4 SIM 011 A0,22 - -- ­_ Y �g 2015/10/09 BID SET 006 QQ2 OPEN BASEMENT ell ANDERSEN A-.SFRIU CASEMENI EQRAIZY E=NG CRANK.FINISH!SATIN NICKEL 02 1 A023 SIM 01160,22 HIGH PERFORMANCE,SMARTSUN LQMt-E4 HEATIOCK BAS5MFtU PGRErt X ■ 2015/10/01 REVISED FACTORY PRICING ` ' 2015/07/31 PRELIMINARY FACTORY PRICING 2015/06/15 DESIGN DEVELOPMENT NOT USED 2015/05/27 SCHEMATIC DESIGN ,_ 106 116HAII r)3 A DFNEN A-SMIES SLIDING GLASS DOOR 10-2 JjZXaLj 112- AWIRS HANDLE,FIMO MEN NICKEL 01 LA124 rQ/An.511 HIGH PEffi=ffiCE,SMARTSUN LOW.-E4 HEATLOCK TEMKIZED QLASS X ,, _ r■ AtaliK HANDLE.FINISH:SATIN NICKEL 01/A0,24 rO/An.9i HIGH PERFORMANCE.SMARTSUN LOWmE4 HEMLOCK—TEMEOD GLM X :ix M 109 109 DINING IZOOM D2 ANDEMEN A-SERJES SLIDING GLASS DOOP 6'-10 1/2X V-1 1 1/2" ANVERS HANDLE,FINISH:SATIN NICKEL (311 AO,24 HraHPERFOMd6NQF.SMARTSLjN1QW_-E4HFATI=_MEEREQ lin 1 Q9 DININQ MOM D2. ANWRSEN I A-SERtF SLIDING GLASS Dmp 6-10 1/2'X W-1 I I/r ANVFRq HANDILF,FINSH,SATIN Nlrql ffl/Af).9A W/AD-21 SM 8[QH PERFORMANCE,SMARTSLIN I QW-0 bEATL= TFmpf-pr-D GLASS X �'``''R�p ASC %T _ XBLI 1 112! ANVERS HANDI V.FINISH,SATIN NICKEL-- 011 AQ.24 ANQE-SMARMN LOW-E4 HFATLOCK TEMPERED GLASS X 112 1 ia LIVING ROOm__ D? ANDFIRSEEN &EMS1 IDINa GLASS DOOR 0- 1/T X 61-11 112, ANVERIHANOLF.FINSH,MEN NICKEL 011 A024 firzH-PEREORMANCE,SMARTSUN I OW-EA HEATLOCK—EMPERED.GLASS X ■ ,- RY RANK SATIN 03 1 AD 24 zqua� HIGH EEREMANCL�MARMN LOW14 HEATLOCK TEMPERED GLASS Y x lid 1 70 tjvj�m R= Pi ANDFRSEN A&ERIEa FDTD - 2-20,X 7�-IT_ m- 04/A(1.24 (A f An.-21 I HIGH PERFORMANCE,SMARTSUN IOW-E4 HFAILOCK 1EMPFwQ QLASS; y m % �- 1 I tz CONrEMEQRM FOLDING CRANK FINISH.,SATIN MCKEt 02/AQ-23 I-Ind RERIZORMA=-SMARTSUN LOW-E4 HgAtLOCK ZMN(;MQM FQRM X I Al ANQERsEN Agw8s AwNiNG SA 1/2'X QoNTEMpQM&FOLIYNG CRANY,FINISW SATIN NICKEI M I AQ-23 HIQM RERFOWANCE,26ARTSI N L=-E4 HrAll OCK X 91.111 t CONtFMpO[ZAfZyEM(yNQCFZAW,RNISHiMMNfS[CaLSIM' 5 HALL Al ANDERSEN &UMF9 AWNING COMEMEM&EQJ DIW CRANK FINWt SATIN NICKEL 02 L M.23 0160,22SIM hI0i.PEKQRMANCF.SMARTSUN LOW-T-4 HEAAOCK X u� nit1wi I"_ 107 FNTIZY _ C1_ - ANDERSEN A-SERIPS CASEMEK Z--I I-X 6-2- COWEMPORARY Foi DING CRANK FINISH:SATIN NICKEL 02/A0,22 HIGH PERFORMANCE.SM6RTSUN 1OW-E4 HFATLOCK X y 1213 107 F 21—ANDEWN AlERIFS FIXED 7�j 01 X 6-71 02 1 AO HIGH PERFORMANCE,SM6RTWN IDW--FA HE6n= X x r X , ■ CmEEtARDIZARY Foipl��C%ANK.ENISHi SATIM 02/AD HIGH PERM11MANCE.SM6=N LOA-.E4 HEATLOCK - Y 125 107 EM 01 ANDERSEN HINGED GLASS DOOR W1 SIt)FLn ,_ . 124 105 TV ROOM Al ANDErdEN A-SERIES AMING xj_ 0 112,X 7--y QQNTFMEQRARY FOLUNG CRANK FINISI-L SATIN NICIEL 021612,23 03 1 A0,22 8LQH URFORMANCE,SMARTSUN LOW-E4 HFATLOCK X NORTH FORK BLUFF HOUSE 197 105 TV ROOM ___P7 ANDERSEN A-SFMFS aXEQ ' 470 LLOYD'S LANE MATTITUCK,NY 11952 m 105 r%(RQQM CM-2 I ANDFRSEN A-SEMES BaQ+&SERIES AWNING 911%,Y 71_1(v CONTEMPORARY FOLDING CPANK FINISHl SATIN NICKEL 03/AO.24 03/AO,21 SIM HSH PERFORMANCE.SMARTSLIN JaW-U HFA]]OCK TEMPERED GI mg; X 131 10 5MROOM 2 Al ANDFRSFN A-SPRIES AWNING 5S4]L2!XZ-(r CQMMMpQRAgY FOLDIWz CRANK FINISH:SATIN b[ICKEL 03/A0,93 M/A011 SIM r,,U EERKMANCE,SMAPTSUN LOW--FA HFATL= X RESOLUTION: 4 ARCHITECTURE `- 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 Al ANDETIKN AqfVES AWNING . ..... 5m 112.x z-ok RY FOLDIW2 CRANK RUISdi MMN MCKEL Q3 AO.23 103 An-21 qm Hrom PFqFowANQf:.SMAR=bj LO% X TEL:212.675.9266 www.re4o.com FAX:212.206.0944 ALL WINDOWS ARE TO BE ANDERSEN WINDOWS A-SERIES ( WINDOW TYPES EXTERIOR: DARK BRONZE FINISH V WINDOW SCHEDULE INTERIOR:FACTORY WHITE PAINTED FINISH SCALE: NTS & SCHEDULE HARDWARE:SATIN NICKEL GLASS:HIGH PERFORMANCE,SMARTSUN LOW-E4 HEATLOCK,TEMPERED AS REQ'D DATE: 2016/03/15 ALL HARDWARE TO BE MARINE GRADE,CORROSION RESISTANT �� ALL OPERABLE WINDOWS AND SLIDING GLASS DOORS TO HAVE SCREENS. m20 GC TO PROVIDE PLYWOOD SHUTTERS FOR ALL WINDOWS WITHOUT IMPACT RESISTANT GLASS SCALE: AS NOTED COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 3/4"THK,PTD.WD,TRIM BEYOND INTERIOR 3/4"THK.PTD.WD.TRIM 1/7'x 31/7'PTD.WD. BASE TRIM,TYP. R E F A B MODULE BREAK THE MODERN MODULAR .... �� BY RESOLUTION: 4 ARCHITECTURE Ll U �` SHADED AREA TO BE f ��� PROVIDED&INSTALLED i U I I BY MANUFACTURER" u u 5116"HARDIEPANEL SMOOTH *ALL ANDERSEN WINDOW PACKAGE TO BE FINISH SIDING,PTD.BLACK SUPPLIED BY MANUFACTURER,MOST TO BE EXTERIOR INSTALLED BY MANUFACTURER,SOME LOCATIONS 2X2 CEDAR TRIM BEYOND TO BE INSTALLED ON-SITE BY GC.REF.PLANS AND WINDOW SCHEDULE FOR MORE INFO. 1 ANDERSEN A-SERIES AWNING& 1 FIXED MULLED WINDOW#132 ANDERSEN A-SERIES AWNING+FIXED 2X2 CEDAR TRIM I COMBO WINDOW#113 WINDOW SUPPLIED UF.& T&G HORIZONTAL CEDAR O4 CASEMENT+FIXED MULLED JAMB DETAIL � SHIPPED LOOSE,INSTALLEDTALLED 8Y GC ONSITE SIDING MATERIA!,REF.ELEV. I 6 1 I I II i t------------- 5/16"EXTERIOR GRAPHITE EQUITONE E !' I CEMENT BOARD ON 1 X FURRING STRIPS 2X2 CEDAR TRIM BY G.C.. i€ BACKER ROD&CAULK ANDERSEN A-SERIES GLIDING a GLASS PATIO DOOR#108 j I I m n 5/16"HARDIEPANEL SMOOTH I 2X2 CEDAR TRIM BEYOND I FINISH SIDING,PTD.BLACK 5/16"HARDIEPANEL SMOOTH I ANDERSEN A-SERIES FIXED WINDOW#114 FINISH SIDING,PTD.BLACK WINDOW SUPPLIED BY MANUF.& I 11 7/8"ML @ i b"O.C.TO BE SHEATHED SHIPPED LOOSE,INSTALLED BY GC ONSITE ON BOTH SIDES W/3/4"PLYWD.BY GC ✓ _ .•'"'' U 3/4"THK.PTD.WD.TRIM,TYP. ANDERSEN A-SERIES - �� -- - CASEMENT&FIXED MULLED dA 2X2 CEDAR TRIM BEYOND WINDOW WALL#101 3/4"THK.PTD.WD. 3/4"THK.PTD.WD.TRIM BEYOND I TRIM BEYOND c ! I ANDERSEN A-SERIES EXTERIOR AWNING WINDOW#131 3/4"THK.PTD.WD.TRIM 1/7'THK.MDF PANEL PTD,WHITE 5/16"HARDfEPANEL SMOOTH ^"---- 1 FINISH SIDING,PTD.BLACK t i RETURN GWB., BUILT ON-SITE - --- FINISH CORNER BEAD,TYP. n D MODULE BREAK 314"THK.PTD, WD.TRIM - 1/2'x3 I/7'PTD,WD. ------ _----_ J �``� BASE TRIM,TYP. t I/7'PTD.GW B TYP. I I I INTERIOR EXTERIOR _ _ - - - - - - - - - - - ><I ! INTERIOR I EXTERIOR ! 3/4"THK CORIAN SLEEVE. 1/7'PTD.GWB TYP. �--" '�. TYP.0 WET LOCATION ! INTERIOR 1/2"DUROCK 2016/03/15 PERMIT SET i t-1 I LINE OF TILE BEYOND 2015/10/09 BID SET 2015/10/01 REVISED FACTORY PRICING I + 3/4"THK CORIAN 2015/07/31 PRELIMINARY FACTORY PRICING I SLEEVE BEYOND 03 AWNING+FIXED COMBO, FIXED, AND 2015/06/15 DESIGN DEVELOPMENT I RECESSED CORIAN AWNING WINDOW JAMB DETAILS 2015/05/27 SCHEMATIC DESIGN 1 SHOWER NICHE 1 I { 3/4"THK.PTD.WD.—.►1 TRIM BEYOND I ANDERSEN A-SERIES GLIDING dn � I GLASS PATIO DOOR#107 U L. cUNr F 3/4"?HK.PTD.WD. TRIM TO EXTEND I 3/4"PAST GYP. ANDERSEN A-SERIES GLIDING GL.ASSPA710 DOOR#106 ' -----__ 1/7'SHIM AS REQ'O.,TYP. 5/116"HARDIEPANEL SMOOTH 5/16"EXTERIOR GRAPHITE T FINdISN SIDING,PTD.BLACK EQUITONE CEMENT BOARD " �- ON 1X FURRING STRIPS 02054' 5/16"EXTERIOR GRAPHITE V� 1/7'x31/7'PTD.WO. EQUITONE CEMENT BOARD ANIDERSENA-SERIES FIXED ; FOF BASE TRIM,TYP. ON I X FURRING STRIPS WINDOW#105 2X2 CEDAR TRIM BY GC, I/7'x 31/7'PTR.WD, SACKER ROD&CAULK BASE TRIM,TYP. i/2'"GYPSUM - f--�-'"'"' 2X2 CEDAR TRIM BEYOND WALLBOARD ---"` f1 Y�- IFLJ ' ------ 1><lI� NORTH FORK BLUFF HOUSE MODULE BREAK — 470 LLOYD'S LANE MATTITUCK,NY 11952 vv, j RESOLUTION: 4 ARCHITECTURE t I ( 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4o.com FAX:212.206.0944 / WINDOW & EXT. I DOOR DETAILS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 'EXTERIOR GRAPHITE EQUITONE -- - -- _ _ "EXTERIORGRAPHI?EEQUCfONE DATE: 2076/03/15 }` CEMENT BOARD ON 1 X FURRING STRIPS SCALE: AS NOTED A0v2l OZ SLIDING DOOR JAMB DETAIL 01 FIXED & CASEMENT JAMB DETAIL COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. 1 X VERTICAL l � -•- FURRING STRIPS i 2X2 HORIZONTAL CEDAR WALL ANDERSEN A-SERIES CASEMENT P R E F A B S WINDOW#603 2x CEDAR TRIM AND SHIPPED LOOSE, ~```-- - THE MODERN MODULAR WINDOW SUPPLIED BY MANUF. Y`'��"^ --'� INSTALLED BY GC ONSITE -- � BY RESOLUTION : 4 ARCHITECTURE ✓~`'�' 5/16'EXTERIOR GRAPHITE S/16"HARDIEPANEL SMOOTH EQUITONE CEMENT BOARD FINISH SIDING,PID.BLACK _ SHADED AREA TO BE .MIIMM-M«.YI.�II�sMMIM-MI.YY-nM�.FI-IMM. ON 1 X FURRING STRIPS —- -- - -- - PROVIDED 8.INSTALLED 1/2"x31/2"PTD.WD. LINE OF MODULES ABOVE BY MANUFACTURER* BASE TRIM,TYP. 2X2 CEDAR TRIM - -` BLOCKING AS REQ'D,BY GC, *ALL ANDERSEN WINDOW PACKAGE TO BE 3/4"THK.PTD.WD.TRIM INSTALLED B Y MANUFACTURER,SOME LOCATIONS TO BE INSTALLED ON-SITE Y GC.REF.PLANS AND WINDOW SCHEDULE FOR MORE INFO. ANDERSEN A-SERIES 314'tHK.PTD.WD. � AWNING WINDOW#126 TRIM BEYOND D ANDERSEN A-SERIES CASEMENT ' WINDOW#004 WINDOW SUPPLIED BY MANUF. MODULE BREAK ; AND SHIPPED LOOSE, INSTALLED BY GC ONSITE 7 777 ) AC= ` EXTERIOR INTERIOR D rlDt— 1/2"x 31/2'PTD.WD. ANDERSEN A-SERIIES BASE TRIM,TYP. CASEMENT WINDOW#122 3/4'THK.PTD.WD.TRIM 5/16"HARDIEPANEL SMOOTH > I 112"THK.MDF PANEL FINISH SIDING,PTD,BLACK PTD.WHITE � , 3/4"THK.TRIM BEYOND ANDERSEN A-SERIES FIXED WINDOW#127 EXTERIOR INTERIOR "'-- 3/4"THK.PTD.WD.TRIM 1/2"THK.MDF PANEL TRI THK,PTD.WD. TRIM BEYOND PTD.WHITE ANDERSEN A-SERIES FIXED TYP. WD. WINDOW#005 BASE TRIM, WINDOW SUPPLIED BY MANUF. AND SHIPPED LOOSE, INSTALLED BY GC ONSITE 5116"HARDIEPANEL SMOOTH 5/1611 HARDIEPANEL SMOOTH FINISH SIDING,PTD.BLACK i �. FINISH SIDING,PTD.BLACK 2X2 CEDAR TRIM BEYOND ANDERSEN A-SERIES " ~� ✓~ FIXED WINDOW#f123 / ` l EXTERIOR `"� - INTERIOR 1 5/16"EXTERIOR GRAPHITE EQUITONE -- CEMENT BOARD ON 1 X FURRING$T R-^o 5/1 d"HARDIEPANEL SMOOTH ANDERSEN A SERIES FINISH SIDING,PTD,BLACK 3/4"THK,PTD.WD.TRIM FIXED WINDOW#128 u 1/2"THK.MDF PANEL PTD.WHITE D ptD,WHITE DF PANEL AWNING FIXED WINDOW JAMB DERAIL ANDERSEN A-SERIES CASEMENT 3/4"'THK.TRIM BEYOND WINDOW#006 WINDOW SUPPLIED BY MANUF. AND SHIPPED LOOSE, INSTALLED BY GC ONSITE , i 3/4"THK.PTD.WD.TRIM 5116"HARDIEPANEL SMOOTH FINISH SIDING,PTO.BLACK "'�� 0 2016/03/15 PERMIT SET 2015/10/09 BID SET 2015/10/01 REVISED FACTORY PRICING 2015/07/31 PRELIMINARY FACTORY PRICING D 5/16"HARDIEPANEL SMOOTH 2015/06/15 DESIGN DEVELOPMENT ANDERSEN A-SERIES FINISH SIDING,PTD.BLACK 2015/05/27 SCHEMATIC DESIGN CASEMENT WINDOW#124 1/211x3 U2"PTD.WD. BASE TRIM,TYP. 3/4"THK.PTD,WD.TRIM ANDERSEN A-SERIES DOOR i BEYOND (SWING-IN)W/SIDELITE#125 �.D ARC, / 1/2"x 31/2"PTD.WD. 3/4"THK.PTD,WD.TRIM �`��O��RT D C{l�r�,�IC BASE TRIM,TYP. ----------------------------------------- ------------ I� �4 y � � �„ � 020513" fit ....._.�..._ NORTH FORK BLUFF HOUSE MODULE BREAK 470 LLOYD'S LANE 5/16"HARDIEPANEL SMOOTH 5/16`HARDIEPANEL SMOOTH 0 Q MATTITUCK,NY 11952 FINISH SIDING,PTO,BLACK FINISH SIDING,PTD.BLACKRESOLUTION: 4 ARCHITECTURE 5116"EXTERIOR GRAPHITE -�'f ° ° ° - 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 EQUITONE CEMENT BOARD - �� �` �~ 1/2DUROCK ON I FURRING STRIPS � TEL;272.675.9266 www.re4a.cnm FAX:212.206.0944 L 1/2'WALLTILE DOOIR DETAIM DATE: 2016/03/15 CASEMENT, FIXED, &SWING DOOR JAMB DETAIL 01 CASEMENT & FIXED JAMB DETAIL @ BASEMENT SCALE: AS NOTED COPYRIGHT(b RESOLUT[OW 4 ARCHITECTURE. ALL RIGHTS RESERVED. RES . .4 P R E F A BS THE MODERN MODULAR BY RESOLUTION : 4 ARCHITECTURE SHADED AREA TO BE PROVIDED&INSTALLED BY MANUFACTURER ALL ANDERSEN WINDOW PACKAGE TO BE SUPPLIED BY MANUFACTURER,MOST TO BE INSTALLED BY MANUFACTURER,SOME LOCATIONS TO BE INSTALLED ON-SITE BY GC,REF,PLANS AND WINDOW SCHEDULE FOR MORE INFO, 0 E I sl ' It II I 5/16"EXTERIOR GRAPHITE EQUITONE CEMENT BOARD ! ON 1X FURRING STRIPS 5/8"GWB CEILING --► " 2X2 CEDAR TRIM,BACKER ROC ' PTD.WHITE &CAULK AS REQ'D.TYP.BY GO 5/1 6'H-- -- FINISH IDIINIG,PTD.BLACK M 31/2"WHITE -` PTD.WD.TRIM ANDERSEN WINDOW-FIXED& xal WHITE DD.WD,TRIM CASEMENT MULLED WINDOW BEYOWALL#101,REF,WINDOW SCHED, T&G CEDAR SIDING T&G CEDAR SIDINGvv\ MATERIAL,REF,ELEV, AIA MATERIAL,REF.ELEV. DROPPEC SOFFItDROPPED SOFFIT DROPPED SOFFIT FRAMING AS REQ'D, FRAMING AS REQ'D. FRAMING AS REQ'D.5/16"HARDIEPANEL SMOOTH XA J FINISH SIDING,PTD,BLACK 2X2 CEDAR TRIM,BACKER ROD 2X2 CEDAR TRIM,BACKER ROD INTERIOR EXTERIOR 5JB"GWB CEILING-%� 516"GWB CEILING ---®, &CAULK AS REQ'D.TYP.BY GC PTD,WHITE CEILING &CAULK AS REQ'D.TYP.BY GC 5/8"GWB CE ---I�-: ' o-A , PTD,WHITE [� PTD.WHITE d 3/4"THICK WHITE ANDERSEN A-SERIES- 3/4"THK,CORIAN TRIM ANDERSEN A-SERIES- 3/4"THICK WHITE ANDERSEN A-SERIES- PTD,WD,TRIM CASEMENT WINDOW AWNING WINDOW PFD,WD,TRIM CASEMENT WINDOW FORMABLE SILL PAN FLASHING OVER ZIP WALL UNDER WINDOW,AT SILL,BOTTOM CORNERS AND EXTERIOR TO DRAINP SIDES,SLOPE TO INTERIOR EXTERIOR o§ 5/16"HARDIEPANEL SMOOTH FINISH SIDING,PTD,BLACK 2016./03/15 PERMIT SET INTERIOR a EXTERIOR INTERIOR EXTERIOR i/2"MCF PTD. BLOCKING AS REQ'D. 20t�/l0/09 BID SET WHITE TRIM _ _•_ 2015/10/01 REVISED FACTORY PRICING 3/4"THK.CORIAN, + bJ SLOPE TO INTERIOR TO 2015/07/31 PRELIMINARY FACTORY PRICING \wn ILL 2fl]5I06J]5 DESIGN DEVELOPMENT A TYP. DRAIN T SILL, ANDERSEN EN W NpOW-FIXED , N RS I F 3/4 THICK WHITE 2015/05/27 SCHEMATIC DESIGN q` FORMABLE SILL PAN FLASHING OVER ZIP 09no PTD.Wb.TRIMMULLEp WWDOW WALL#101WALL UNDER WINDOW,AT SILL,BOTTOM CORNERS AND 6"UP SIDES,SLOPE TO EXTERIOR TO DRAIN U 5/16"HARDIEPANEL SMOOTH (I IED A�� FINISH SIDING,PTD.BLACK 2X2 CEDAR TRIM,BACKER ROD �`i 3/4"THICK WHIT &CAULK AS REQ'D.TYP.BY GC �� ERS L 4& 3/4"THICK WHITE - FORMABLE SILL PAN FLASHING OVER ZIP PTD,WD.TRIM PTD.WD.TRIM WALL UNDER WINDOW,AT SILL,BOTTOM I� CORNERS AND 6"UP SIDES,SLOPE TO �} EXTERIOR TO DRAIN 117 DUROCK -' FORMABLE SILL PAN FLASHING OVER ZIP E°'°gym •� i WALL UNDER WINDOW,AT SILL,BOTTOM _ 2X2 CEDAR TRIM,REF. J 1J2"TILE ELEV.FOR PLACEMENT CORNERS AND 6"UP SIDES,SLOPE TO 3/4'THICK WHITE rt EXTERIOR TO DRAIN PTD.WD.TRIM (P �--_ . FORMABLE SILL PAN FLASHING OVER ZIP � • WALL UNDER WINDOW,AT SILL,BOTTOM 02060A f 31/2"WHITE CORNERS AND 6"UP SIDES,SLOPE TO � .1 ,, „ 31/2 WHITE w EXTERIOR TO GRAIN Ol' N, , 31/2 WHITE 2X2 CEDAR TRIM ON VERTICAL PTD.WD,TRIM s'._- PTD.WC,TRIM T&G CEDAR SIDING � PTD,WD.TRIM 1 X FURRING STRIPS,TYP.BY GC / BLOCKING AS REQ'D. 2v �"'-'"��� / � MATERIAL,REF.ELEV. 0° FURRING STRIPS TO BE STAINED T&GMAT CEDAR SIDING c� TO MATCH CEDAR MATERIAL,REF,ELEV, M BLOCKING AS REQ'D, ___ BLOCKING AS REQ'D. FINIS HARDIEPANEL SMOOTH FINISH SIDING,PTD.BLACK % 2X2 CEDAR TRIM,BACKER ROD NORTH FORK BLUFF HOUSE &CAULK AS REQ'D.TYP,BY GC 470 LLOYD'S LANE 5/16"HARDIEPANEL SMOOTH i y I I ' i MATTiTUCK,NY 11952 FINISH SIDING,PTD,BLACK i , 5/16'EXTERIOR GRAPHITE r RESOLUTION. 4 ARCHITECTURE I'{ EQUITONE CEMENT BOARD ' ON 1X FURRING STRIPS 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 ,I ;3 It I•} i, TEL:212.675,9266 www.re4a.com FAX:212,206.0944 7 I; I } I � IWINDOW & N t EP i �� f .} Iqi III t ff}if 7 rt _ .. [ff I �� 1 I I 11: , ! /� rr r Clf I I O 1LZ CASEMENT WINDOW HEAD TYP. WET LOCATION WINDOW TYP. CASEMENT WINDOW 01 FIXED + CASEMENT COMBO WINDOW DATE: 2016/03/15 AND SILL DETAIL @ENTRY HAIL HEAD AND SILL DETAIL HEAD AND SILL DETAIL HEAD AND SILL. DETAIL (WIN #101) Au ;e*j SCALE: AS NOTED '" COPYRIGHT 0 RESOLUTION,4 ARCHITECTURE. ALL RIGHTS RESERVED, R E F A B S THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE SHADED AREA TO BE PROVIDED&INSTALLED BY MANUFACTURER "ALL ANDERSEN WINDOW PACKAGE TO BE SUPPLIED BY MANUFACTURER,MOST TO BE INSTALLED BY MANUFACTURER,SOME LOCATIONS TO BE INSTALLED ON-SITE BY GC.REF.PLANS AND WINDOW SCHEDULE FOR MORE INFO. 2X CEDAR BOARD 5/8 OSB MATERIAL,REF.ELEV. 314"T&G CEDAR � I "err CLG BY GC 1 3/4"THK,PTD.WD.TRIM � 1 WALL BEYOND 1 BLOCKING FOR EXTERIOR T&G CEDAR SIDING T&G CEDAR SIDING OVERHANG AS REQ'D. ' MATERIAL,REF,ELEV, MATERIAL,REF,ELEV, 1 1 , DROPPED SOFFIT DROPPED SOFFIT FRAMING AS REQ'D. FRAMING AS REQ'D. I � fill 2X2 CEDAR TRIM,BACKER ROD 2X2 CEDAR TRIM,BACKER ROD 518"GWB CEILING &CAULK AS REQ'D,TYP.BY GC 5/8"GWR CEILING—►A ` —, . . &CAULK AS REQ'D,TYP,8Y GC 518"GWB CEILING --►' CEDAR WOOD CEILING PTD.WHITE PTD,WHITE ANDERSEN WINDOW-FIXED& 3/4"THK.PTD.WD.TRIM 3/4"THICK WHITE + ANDERSEN WINDOW- 3/4"THICK WHITE , PTD.WD.TRIM FIXED WINDOW PTD.WD,TRIM CASEMENT MULLED WINDOW , WALL#113&#129 + WALL BEYOND + + 1 I + 1 + + I + + 1 INTERIOR EXTERIOR I I I 2016x03/15 PERMIT SET INTERIOR EXTERIOR 2015/10/09 BID SET 2015x10/01 REVISED FACTORY PRICING INTERIOR EXTERIOR INTERIOR EXTERIOR i 2015107/31 PRELIMINARY FACTORY PRICING _ + ; 2015/06/15 DESIGN DEVELOPMENT 2015/05/27 SCHEMATIC DESIGN i I + I 1 I , 1 1 S I d Agcy kr 3/4"THICK WHITE 3/4'THICK WHITE PTD.WD.TRIM PTD,WD.TRIM FORMABLE SILL PAN FLASHING OVER ZIP FORMABLE SILL PAN FLASHING OVER ZIP ANDERSEN.A-SERIES ANDERSEN SLIDING i + WALL UNDER WINDOW,AT SILL,BOTTOM IN SWING GLASS DOOR GLASS ODOR } ,. WALL UNDER WINDOW,AT SILL,BOTTOM. 02050' J' CORNERS AND 6'UP SIDES,SLOPE TO CORNERS AND 6"UP SIDES,SLOPE TO ' 31/2"WHITE EXTERIOR TO DRAIN 31/2"WHITE EXTERIOR TO DRAIN ` Q t�,�•; i PTD.WD.TRIMPTD.WD.TRIM 1 "- 3/4"THK.WlHITE OAK , 314"THK.WHITE OAK + , FORMABLE SILL PAN FLASHING OVER 2X2 CEDAR TRIM,BACKER ROD M —2X2 CEDAR TRIM,BACKER ROD FLOOR,BY(GC FLOOR,BY GC ZIP WALL UNDER WINDOW,AT SILL, &CAULK AS REQ'D,TYP.BY GC &CAULK AS REQ'D,TYP.BY GC + + BOTTOM CORNERS AND 6"UP SIDES, -...�••.` , '�,..--- � � `=^W�� r � � SLOPE TO EXTERIOR TO DRAIN BLOCKING AS REQ'D. BLOCKING AS REQ'D, N —ll FORMABLE SILL PAN FLASHING OVER NORTH FORK BLUFF HOUSE 5/16"HARDIEPANEL SMOOTH 470 LLbYD'S LANE ZIP WALL UNDER I WINDOW,AT SILL, j FINISH SIDING,PTD.BLACK � � I �Ij I apTTOM CORNERS AND 6"UPSIDES, MATTITUCK,NY t i 952 € I i SLOPE TO EXTERIOR TO DRAIN - j 5116"EXTERIOR GRAPHITE 5/16 EXTERIOR GRAPHITE I I I 2X2 CEDAR TRIM,BACKER ROD&CAULK ASREQ'DEQUITONECEMENTBOARD EQUITONECEMENTBOARD 5/16"HARDIEPANELSMOOTH RESOLUTION: 4 ARCHITECTURE ON IX FURRING STRIPS { ON 1X FURRING STRIPS FINISH SIDING,PTD.BLACK II 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 i I IPE WOOD DECKING IPE WOOD DECKING TEL:212.675.9266 www.re4a.cam FAX;212.206.0944 f DOOR DETA-VILS I i 1 ! it IE TYP, FIXED WINDOW FIXED + CASEMENT COMBO WINDOW 02 IN-SWING DOOR HEAD AND SILL DETAIL 01 TYP. SLIDING DOOR HEAD AND SILL DETAIL DATE, 2016/03/15 Aft J% HEAD AND SILL DETAIL HEAD AND SILL DETAIL(WIN #113 & #129 SCALE: AS NOTED Au.e.4 COPYRIGHT 0 RESOLUTION;4 ARCHITECTURE, AEL RIGHTS RESERWO, RES4 1�% rw% i-" K E F A B S THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE DOOR SCHEDULE DOOR DETAILS MUMS SUPPLIED AX INSTALLED BY NO, LOCA710M I=-2MEANELSEZE THIQK N=j&LfflNI$H HINGE HmpLEmlt =?[CATCH —JAMB(UINQ0 JMB(MIM HEAD - MANtlF, G.C. MANIM G.c_ 001 001 STORAGE JU_ ■ R SOLID CORP USH PANEL PAINI GRADE MWLEY H.Q.327 PIVOT jjIbIG U- SM OMNtA LEVER#12-STAINLM 2F5L 0=30 08/AD 39 MIA0,30 - x 004 003 BATHROOM Q'I i X Z'-8 1/2' 1.1.3/4' SOUD CORE EMH PANEL,PAJNT GRADF STANLEY H.D.327 M=HINGL-UM QMNIA U�aR#12,U&NLESS MEEL mm-m . WAQ30 - x ♦Y 7-R034 004 LAUNDV ol 1 .21-6,X71-810 1 R -SOLID CQRE FLUSH PANEL ME MWE E=HlNQL_u= OMNIA LEVER#19-STAIbUM STEEL 08LAQ.30 081A0.30 M/AO.30 - X 015 004 LAUNDRY _SA_ i X 1.6' ! 016 004 LAUNDRY 01 { 1 _-8 112' 13/4' SOIJD CORE FLUSH PANEL PAINT,GRADE STANLEY.H.D.327 PIVOT.HINGEAJS26D OMNIA LEVER#12,9&NLFS3 STFF!_ nAlAn.30 OR/AO.30 =An..,in I- X •X f i_SOUD CORE FLUSH PANEL PAINT G4ZADF ST&NLEY H.Q.327 PIVOT HINQF-US260 OMNIA LEVER#12.STAINLESS STEEL I I Im'so I I/AQ-30 11 L6Q.,V . x - x { • 1 -9 1/21 .1 aL41— SOLID QQRE SZH PANEL PAM GRADE STANLEY H.D.327 PIVOT HINGE-US26D. OMNIA LEVER#I Z MINLFSS STEEL 081AQ.N 081AO.30 MIA0,30 - x - X i X J i MNELLU M&U1 194 10413AMRQQM 2 01 [Y 71.0fPANEL djNQE:US20Fj= 1 ! 1 ! 3M -MOUD CQgE EWH PANEL PAINT GRADE STANLEY-H.Q.327 EDLQj HINQF4W61D 05/AD.30 Q71AMM X 1196 10B H6LL _92—ZA l IZ ■ 1 SOI-In Q-RE FLUSH PANEL PAINT GRA12F %TANI a Kp,32Z PIVOT UME-US26D qt)rATqIJNE 16 SEMES.STAINLESS STEEL 1127 SUGATSUNF 10C-YWIM-ULTRA THIN SS MAGNETIC CATCH c5ta.30 07/AO.30 x X 107 108 HALL _=_._Z-4-X7'-9117 108 108 HALL 09 ■X 7W 1 JZ 1316- SOLID CQRE Fl tM PANEL ENNT GRADE STANLEY,H,Q.227 aVOT HINGE_.US26D 6 SERIES,STAINLESS MEL.1647 SUGATSLINE MCwYN0.1 5SP-ULTRA THIN SS MAGNETIC QAMH Q7MQ.30 07M.30 ........... x 109 , Ing HALL !X 1 -0 112' 13/4! SOUDCQIZE FLUSH PANEL PAINT GRADF gMLEY H.Q.327 DVOT HtNGr:.M6D SUrzATSUNF 16 SERIES,STAINLM MFL 16A7 Z&ATSUNE MQ­YNQI 6SP-ULTRA THIN M R&WEM CATCH 05/AQ-30 07LAO.30 y 110 lrAHAII _S2_ 21-4-X74112! X 714 1 JZ i Sa SQLjQ CORE FLUSH PANEL PAINT QMDF STANO H.D.U7 MM HINGE­US26D QMNIA I EVER#19-MULESS STEEL 081AG.M _MIAO.30 x x 112 116H61L _m_ I w4 • I " --SOLID CQRE Sall PANEL E61NI WAQF STANI FY H.D.322 2=UINQE-== X y 113 112 8FQ=bd 3 •X 7L2 •X 1t I 13L4- =Llr)CQRE FLUSB PANFt_PANT GME &6NL�Y H_Q_32Z EVOT HINOE-U= OMNIA LEVER*M EWNLEM STEEL 08/AO.30 08/AQ30 081AQ-30 X 115 114 8FDROOM 4 ■X 7 L 1/2- _ 1.3/41- SOIID CORE FLUSH PANEL PANT QMQE STANLEY H.D.327 PIVOT HME-US26D QMNfA LEVER#12 STAINLESS STEEL II/A0,30 11JA0,80 llffio.'m x 1116 1110 nau- 1, l 1 t r SOUD CQRE FLUSH PANEL,PAINT 06OF STANLEY H.D.327 PIVOT HINGEUMU x x NOTE:UNDERCUT ALL DOORS 1/2' ' '� DOOR SCHEDULE SCALE: NTS /DOOR OPNG. DOOR OPNG. DOOR OPNG. I 1 I I f f 1 ! I I f 1 ,•' PAINT GRADE TRIM 13/41 THK.SOLID CORE WAU MAY OCCUR t i i i i DOORS(DOOR TYKE 02)W/ STANLEY OFFSET PIVOT 121 21/4" 1 ' 1 ! f HINGES ROUTED INTO WALL MAY OCCUR ` i i i i DOOR&FRAME-TYP, MAGNETIC CATCH f ') v,1('F� -` - 1 ------ FRAME -- - 1 GRADE ----------- PAINT -`1 / - - '- / FRAME 1�) ♦) .% 1�) ♦i ♦)I ��) - ♦) - / 1/4'THINSET 1 1/4"BACKER BOARD � it , KILN DRIED& ! KILN DRIED& - 3/81 PORCELAIN TILE PLANED PTD. ' PUSHED PTD: SUBFRAME � 5UIIFRAME Lu 3/41 PLYWOOD SUBFLOOR i I I SUBFRAME ABOVE SUBFRAME ABOVE iv All 3/4'WHITE OAK �1 r FLOORING b t !E 2016/03/15 PERMIT SET 41/2' 2015/10/09 BID SET FLR MAT.-REF:.FINISH PLAN 1 3/01 /4 `� 2015/10/01 REVISED FACTORY PRICING 101 2 S 1/2• - - — -- 2015/07/31 PRELIMINARY FACTORY PRICING 21-7' e 2015/06/15 DESIGN DEVELOPMENT 1 SWING DOOR JAMB/HEAD DETAIL 10 TYP. THRESHOLD @ BATHS O9 TYP. THRESHOLD QS TYP. SWING DOOR2015/05/27 SCHEMATIC DESIGN Q7 CLOSET DOOR PIVOT Q{ CLOSET DOOR PIVOT SCALE:3" 11-0' SCALE:3■=11-0' SCALE:3"'@11.01 JAMB/HEAD DETAIL JAMB DETAIL JAMB DETAIL SCALE:3'=I'-0' SCALE:3"-1 1-0' SCALE:31;1101 0�o I.Lun,Tr C X �o �f 114,' 21/4' 1 2' VARIES f E61 EQ 02 �� �. �T� OR ' `, OR OR , OR ' OT O6 ° a �;co 2 2 NORTH FORK BLUFF HOUSE O R 470 LLOYD'S LANE r� , 00 ; u: ` MATTITUCK,NY 11952 I ' > > RESOLUTION: 4 ARCHITECTURE M i» 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4a.corn FAX:212.206.0944 DOOR TYPES, TYPE 04 TYPE 02 TYPE of DETAILS & SCHEDULE LAUNDRY CHUTE DOOR CLOSET DOORS SWING DOOR 05 CLOSET DOOR 13/4'SOLID CORE, 13144 SOLD CORE, 13/44 SOLID CORE, PAINT GRADE PAINT GRADE PAINT GRADE DATE: 2016/03/15 JAMB/HEAD DETAIL DOUBLE SWING DOOR SCALE:3"=11-V Q 1 DOOR TYPES SCALE: AS NOTED Aullou SCALE: 114'=11-011 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. ` \ 1 90 ` 891 ` . �02 88 1 87 1 " 91 \ 1 E F A tr',l 39'.7' ` � � 20',5" 19,-T, 11 1 FOUNDATION WALL TO SUPPORT SCREEN 1 1 ` ` \ WALL.TOP OF WALL TO BE 3'-0"BELOW 1 1 _-__-«--_-_. _______________ ADJACENT FOUNDATION WALL------_ --____-_-____-__ \1 11 MODERN MODULAR BY RESOLUTION : 4 ARCHITECTURE ., I r------------------------------------------------------- -------- ------------------------------------------ -M . . _--__ __ . . ._ 8X8 P.T.POST ON CONCRETE 92 FOUNDATION AS REQ'D FOR STRUC, t ! 1 t 1 I 1 \ ' OF 2X2 CEDAR SCREEN WALL 11 i FOUNDATION NOTES; i. STRUCTURAL DESIGN BY: »-_-»_____-_____«___________________ ----_----- _ _t + 1 r —.—.—.---.—. + } t r LINE _r 1 ! I I , r 1 , - _ ` ~ ---------------------- _ ,\ t 1 r t ! I r JOSEPHFISCHETTI,PE - -•- ----- -------------------'---------- ., .�.. a.. E EOFMOAUL£"D"ABOVE 1/7" 1' ----------t" 1725H08ARTROAD •-------------------------------^«__------------------------------------------------------------------------- SOUTHOLp,NYli97i ® ; \ 1 (631)765-2954 tt 2, FOUNDATION WALL AND FOOTING SIZE,THICKNESS \ AND REINFORCING BY STRUCTURAL ENGINEER ARE I t t DECK SUPPORTS AS REQ'D, ` r ' 1 r I r , 1 INCORPORATED INTO THIS DRAWING.VERIFY ALL REFERENCE STRUCTURAL I r r 1 ' 1 I DIMENSIONS OF THE FOUNDATION WALLS IN THE ENGINEER DRAWING A-1 FOR FIELD. t 1 i I � DECK FRAMING PLAN. t 1 + 1 1 r 8"THK.REINFORCED CONCRETE 1 ` 3. FOOTINGS SHALL EXTEND BELOW THE FROSTLIKE OF FOUNDATION WALL W/REINFORCING,TYP, ' ' DECX SHOW FRAMING OF 1 , , r I 1 \ � THE LOCALITY. DEC!£SHOWN ON THIS PLAN E r FOUNDATION WALL WATER PROOFING: i IS FORbESIGN INTENT ONLY ' ' 1 ' WATER RESISTANT MEMBRANE W/DRAINAGE I 1 1 \ 11 ; 4, FOUNDATION WATERPROOFING INSTALLED PER LATEST IRC SECTION R406. I F MEMBRANE&DRAINBOARD,TYP, ; 2X P.T.FRAMING AS REQ'D TO5. Sill PLATE ANCHORED TO FOUNDATION WITH t/T to + + SUPPORT 5/4"TPR DECK& i i 1 I ANCHOR BOLTS SPACED AT 6"O.C.AND WITHIN 12- !2 AS REQ p BY GC FROM THE ENDS OF EACH PLATE SECTION,BOLTS SHALL EXTEND 7"(MIN)INTO MASONRY OR ® \ ® { ® 1 } CONCRETE.(R403.1.6) + iw----8"DEEP X 16-WIDE CONT.REINF. t 1 (�{ + ' CONCRETE FOOTING,TYP.REFER TO WALL SECTION 01/A3.00 FOR MORE ` + + 1 \ i i i 1 1 i 6. AN APPROVED VAPOR RETARDER WITH JOINTS INFO.AND FOUNDATION SIZING LAPPED NOT LESS THAN 6"SHALL 8E PLACED 1 ' 3'X 3'X 12"FOOTING(4)#3 BARS ' ' \ 1 1 1 \ 1 1 BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE EACH WAY 3"FROM BOTTOM COURSE OR THE PREPARED SUBGRADE WHERE NO SASE COURSE EXISTS. R506.2.3) 4"CONCRETE FILLED STEEL LALLY { t + COLUMN,TYP. I { t 1 \ 1 -'__..«- -----------..__-----_--'--------------------------------------------;,'""- -----+ DRAWING SYMBOL LEGEND t . ,....-.—.........,, ....._...—.—._..... _,.._..—......_.— .� .l., LINE OF MODULE"D"ABOVE r- ------ --- ►c---------_ »_� + -_. 1 .«�.._�... .._ !— , ._.` i-- r 1 LINE OMODULE'C"ASOVE r_________________________ __-___-__--_-_»_____ ._ _ .%____-__ T TT \\ ' 1 ' \ r \\ 1 i \ �02 BUILDING SECTION 1 DOUBLE 2X8 TREATED SILL PLATE �� ; i i r + \ ' ' i \ , + 5/8"X 17'ANCHOR BOLT(RECESS EXTERIOR ELEVATION r r BOLT HEAD IN UPPER SILL PLATE) 48"O.C.0 �,' ; BASEMENT FOUNDATION 1 r \ + r (6).0,131 X 3 NAIL-TYP DEWALLS 4"CONC.SLAB WITH 6X6.10/10 i ; ; ; \�\ ; "' \\\ i 87\ AO,20 DETAIL WIRE MESH REINFORCING& ' 1 , 1 r ' 101' ��' { ' 7 1"THICK RIGID INSULATION OVER WATER MEMBRANE BARRIER WINDOW TAG I 1 • ,� 1 , i j 1 + , I \ k \ r FOUNDATION WALL WATER PROOFING:WATER i 70" ,'� i r *�` RESISTANT MEMBRANE WITH DRAINAGE T 0` MEMBRANE&DRAIN BOARD,TYP. DOOR TAG 1 r ' •15"O.C. a ; i END WALLS I ! I 1 1 1 1 + I , f 1 I , ` ' ' \ ; •30 02 TYP SILL ANCHOR ,.-"•_- LINE OF MODULE"C"ABOVE BOLT DETAIL 4'X NX 12"FOOTING{8)#5 BARS 11NE OF MODULE"B"ABOVE , k , . + t SCALE;NO SCALE ETCH WAY 3"FROM BOTTOM .____- Six ! f 4"CONCRETE FILLED STEEL LALLY ' COLUMN WITH 12"X 12"X 3/4" 1 ; 10"THK.REINFORCED CONCRETE BASE PLATE WITH WT 2X79 STEEL RETAINING WALL W/REINFORCING,TYP. BEAM ABOVE , ft—12"DEEP X 3'-g'WIDE CONT.REINF. } CONCRETE FOOTING. ' ` ! ' ` I 1 I t -------� SWIMMING POOL, \� ; BY OTHERS 1 t 1 SLOPED LANDSCAPE GREEN LAWN, `Y REFER TO BUILDING SECTIONS FOR t ! I t r 1 I I t + k ♦ + MOREINFO. 1 I I t 1 1 1 I I I I 1 + t r + t 1 I I 1 I I ! + I' I i + ' LINE OF IPE BRIDGE ABOVE ' f �' i E ► t t 1 1 t , t \ t 2016/03/15 PERMIT SET + l + 2015/10/09 BID SET t SIMPSON STHp HOLD (31117/8"X 13/4" SIMPSON STHD HOLO + ' + DOWN STRAP,TYP. 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LINE OFMODULEUA"AB.OVE --i •-- - •-- - ------------------- RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 I 1 t r +------------------------------------------------ ------------ ----------------_t ' �'O TEL:212.675.9266 www.re4a.Com FAX:212.206.0944 I I I ----- - , I t A2.20 I + I I + --------------------------^--------_-------------------------------------•------------1 L__-___««---_-_-«---_ _ - - - - --_ t FOUNDATION PIAN 1 vk 4z ' -------------------------------------------------------------- i-----------------------------------------�\_...._____-____----__---------------- + + \ ----- -------------------------------------------------0. \ - 30'4 39'-7' DATE: 2016/03/15 1 \\ 1♦ 99'-T' 1 \ ` N SCALE: 1/4"=1'-0" 92\ 91\. 90� COPYRiGNT Q RESOLUTtON:4 ARCHITECTURE. ALL RIGHTS RESERVED, 90�'. 89 -, , � 02 11 E314 88 \ 87 \h w� \ A2.30 \ 1 . . _ _ . . . I \\ F�% r"% .E F A B S 91 ` , �, ., -I - \ % . 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EL.86612'131 150 WEST 28TH STREET,SUiTE 1902 NEW YORK,NY 1000 13 RESOLUTION: 4 ARCHITECTURE 01 CONC.SLAB TEL: . . www.re4o.com FAX:212.206.0944 z BASEMENTEL.8 -1034 CONC,SLAB FIRST FLOOR PLAN 4,78 11-4 T 4'-012 6.4 1/2 14'-412 4'•0' 61/2' bOW DATE2016/03/15 FROST FREE HOSE 1318 STAIRS,WALL GOOF STRUCTURE ANDERSEN WINDOWS#129,130 N A112 W/SHUT-OFF BY GC TO B £BUILT BYGC TO BE SUPPLIED BY ANUF.& SCALE: 1/4„_V-fl' 117/8”ML @ 16"0, 10 BE INSTALLED BY GC COPYRIGHTDRESOLUTOH:4ARCHITECURE. ALLRiGHTS RESERVER . 42 41 ATHED ON BODM W/ 9 314"PLYWD. 110 90' • 89 02 02 88 \ 87 1 A2.30 91 . 1 .. ~ EXTERIOR WALL TO BE SITE BUILT BY STEEL FRAMING AT FOUR CORNERS OF \ ` GC,BALLOON FRAMING WITH 117/8 ROOF CANOPY STRUCTURE,SIZING OF 1 1 ` MICROLAMS @ I V'O.C. STEEL TBD BY STRUCTURAL ENGINEER, \ 1 THE MODERN MODULAR . . 1 BY RESOLUTION: 4 ARCHITECTURE \ i 92-, ' ` 1 \ CONSTRUCTION NOTES: 1 \ i, ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE \ OF STUD AND DO NOT INCLUDE EXTERIOR \ 1 SHEATHING BOARD OR EXTERIOR CLADDING. IT 2. ALL WINDOW&DOOR CODES,UNLESS OTHERWISE \ SPECIFICALLY NOTED,REFER TO ANDERSEN WINDOW * `. i. ♦`� �' 1 SYSTEMS-TO BE PROVIDED BY MANUFACTURER, .`.✓ i `. +3 1/2" \ 1 CERTAIN UNITS TO BE INSTALLED ON-SITE BY GC, ® PUTTING GREEN' ,/' I `. / \ 1 REFER TO WINDOW SCHEDULE. 3. ALL SUBFLOORS TO BE 3/4"THICK T&G PLYWOOD Y ` ,% t • `\ 1 DECKING, ' `.\\w• /'""'"'"""""�'`'":"'"'"'_—"'.'_"'_:_,_.'...` ___...••1... . ..,..:._." _._.....,.r.:�`w.— '• \ j \1 1 4, ALL CEILINGS TO BE5/8"'G.W.B.SHEATHING, ' ",'♦ . SLOPE, / .,,'� t � `�' L E 'r \ \ \ 5,. CONTRACTOR TO COORDINATE REMOVAL OF • , �w\ / ,✓, 1. [ ♦ r r \ \ ! TEMPORARY FRAMING ON MODULES. SL'ORE --►I, :I '_ . SLOPE l� . 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TO-BE COORD.W/FACTORY,TYP.00 w r•"'r �S►�� / SLOP 1I \r SLOPE r SLOPE'--► 'rr�®4.� �— SLOPE L GREEN TURF `. w BY G.C. 02 50N .® BOCCE COURT ' �•,,.., ``w+` ' 1,, rr , . , • r NORTH FORK BLUFF HOUSE 470 LLOYD'S LANE MATTITUCK,NY 11952 r� 'N, OVERFLOW SCUPPER, RESOLUTION: 4 ARCHITECTURE TYP.REF.A5.00 01 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 Q TEL:212.675,9266 www,re4a.com FAX:212,206.0944 ROOF PLAN EXTERIOR WALL TO BE SITE BUILT BY STEEL FRAMING AT FOUR CORNERS OF r 1 GC,BALLOON FRAMING WITH 117/8 ROOF CANOPY STRUCTURE,SIZING OF 1 \ \ MICROLAMS @ 16"O.C. STEEL BY STRUCTURAL ENGINEER. DATE: 2016/03/15 I \ \ t \ � \ \ Ol SCALE: 1/4!'=1'-0' 92\ 91 90 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESEWED. NOTE:UNICO HIGH-VELOCITY HVAC SYSTEM TO BE COORDINATED BY HIGH VELOCITY HELPER-BOB YACIUK IIII SOBOH IG H VELCCITYHELPER.COM (315)$42.2337 P R E F A B 0 1 THE MODERN MODULAR _ ____________ __. ________________ .__ , .__ ___�___ , GENERAL: BY RESOLUTION: 4ARCHITECTURE / / , / '-I r -€ L r � r 7 r -1 r -1 1. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSED 1 IJ _ _ _ _r. ,_ _ _ _ L L_ _ _ _ J_ 1 _ _ 1 JI_ 7 - r L1s 'T _r _I� - - _ _ -- - - - - - - - - - - - - - - - - ELECTRICAL CONTRACTOR, 11 ! I I I I I I I I 1 I € I I I 1 I I I 1 2. PROVIDE ELECTRICAL SERVICES AS REQUIRED TO LEGEND € / I € ACCOMODATE NEW LIGHT FIXTURES AS PER MANUFACTURER'S I ------ 1 € RECOMMENDATIONS. LT + € ! I I I I I I I I 4"RECESSED DOWNLIGHT I + I t 1 1 I , € 1 3. GONTRACTORTOPROVIDEANDINSTALLCONDUIT,BOXES, i € € 2 RECESSEDDOWNLIGHT R ES4 I , L -I.... 1 .,.E.. J_ L _ _ J SWITCHES,DIMMERS,FIXTURES,BULBS,TRANSFORMERS AND ALL -�- I fF / ! / / i / / ✓� / / i i i i i t i i L J I I - - - _ _ - _ ^ - - _ ~ OTHER MATERIALS NOT SPECIFIED TO BE PROVIDED BY OWNER OR € I + € FACTORY. RECESSED WALL WASHER �/ 1 ( I 1 --»--------------------------------- -------- ----- -- - ------ - ---- -- --- - - .. I i € I, I I I I ' Lb, +, i i I I I 1 4. PROVIDE,COORDINATE AND INSTALL ALL REQUIRED REMOTE { BROAN COMBO LIGHT/EXHAUST FAN I I '- ,�LT E ; " I = I I I I TRANSFORMERS FOR LIGHTING AS SPECIFIED BY MANUFACTURERS, I i `�- i ; I I I € I I I I I EXACT LOCATIONS TO BE COORDINATED IN FIELD WITH INTERIOR STEPLIGHT ,/ i 11 I I i } i i 1 I I I ARCHITECT. € 1I ,/ i t I I I , 1 I i I 1 I 5. ALL SWITCHES TYPICALLY MOUNTED CENTERLINE 3'8'"A.F.F. ___ LINEAR LED TAPE I 1 I I I U.O.N,COORDINATE AND VERIFY ALL LIGHTING LOCATIONS WITH .` t' I t I 11' 1 i I I I I MILLWORK.REFER TO INTERIOR ELEVATIONS,GANG SWITCHES AND /� TOLOMEO MINI WALL MECHANICAL ROOM(UNFINISHED) I ' I ,,fLl c� I 1 1 1 1 RECEPTACLES IN SINGLE PLATES WHEREVER MULTIPLE LOCATIONS L7 vc 1 1 I LT .i i - % i I I 1 I EXIST. �Ls TOLOMEO MICRO WALL SPOT I .............•................... : f,'',1f I t 81-01 ASF ' i i I 1 I I 6, ALL SWITCHES VERTICALLY ALIGNED WITH OUTLETS UNLESS • 1 I I OTHERWISE NOTED.IN CASE OF CONFLICT,VERIFY LOCATION OF -L4- PENDANT-TBD I € Tt1'" ._...._.__ -._ r,-.-.-..,. .- L10 I ( 1 € t 6WBSOFPff ; € I I --•-- - s j : 14 ( ; i I I 1 I LIGHT FIXTURES AND SWITCHES IN FIELD WITH ARCHITECT. r I 9 0 ,\\ g=0a f ISD I ! 1 1 I 1 7. ALL SYMBOLS AND DIAGRAMS ARE NOT DRAWN TO SCALE. Ltd SURFACE MOUNTED LIGHT-TBD a Lt 1 WP I ...... �T- 1 i I i B. ALL LIGHTS TO BE CONNECTED TO LUTRON RADIORA2 HOME EXTERIOR STEPLIGHT • I I 1 1 I ! L12WP_IqCONTROL SYSTEM. I € - i I ® I 11 I I I I 1 9. LUTRON WALLBOX POWER MODULE LOCATIONS TO BE > EXTERIOR RECESSED DOWNLIGHT it ' I EQ. EQ, EQ, I I I 1 I COORDINATED WITH ARCHITECT. L13 WP EXTERIOR DECK RAIL LIGHT 2K 11 . / 4 I ® LAUNDRY I Lt L1._.�._ ..-. I-L� r.._ .• -. L1 ._._ _. 'U I I 1 I i SWITCHES: L14WP EXTERIOR 11 + - - w O SCONCE - �' _- .•- »•' ,,.-_,.. •♦•4,*11.......Y,�...•_;: € I I I I 1. ALL NEW AND EXISTING SWITCHES,OUTLETS,DATA JACKS AND 1 / € I I I I I TV OUTLETS TO BE CLARO BY LUTRON,WHITE. LISWP EXTERIOR UPLIGHT • • ! _ D•. -'- HALL I I I I I 0 € ,___-_____---..____________________..________-----__..____--_-----_-__-_------_----______ I 28Y .�. 3 REGESSEDDOWNLIGHT�?SHOWER 1 - + / € 2. ALL NEW DIMMERS TO BE COMPATIBLE WITH RADIORA2 L16 r___ I I �/ % ✓ /%; /� ' ! I I O O O I 1 / I I I I I LUTRON,WHITE.COORDINATE LIGHT TYPE WITH SWITCH. is •' ,: ,il�...... I, . .... ! .,... . ! , " r- :: - :a' I _, I_--__, I I 1 I I 3. ALL COVER PLATES TO BE LUTRON CLARO DESIGNERTYLE •' ' I ' ' 'I!. = I I '. ! ! ^- , • ' . . ' I 3D 313- I I FACEPLATES-SATIN WHITE OR APPROVED EQUAL. .:,.-7 € I ' t' .. ,I I, ,- , 1' ,. I i 8'0'AS 1 I I : F 1 I i 1 1 € I 1 i 1.,..: ::i',!'_,:_ �I I:::::-:. : .::.::''I; ;:::::. �1;,; I -.,., -, , , . , I ,` 1. I I !-........, ...' € I GWB SOFFIT M I I 1 4. LUTRON RADIORA2 KEYPADS TO BE LASER ENGRAVED, "" I I. . � ,I i.. °' ..-1 I' : i " , 'I I , ENGRAVINGS TO BE COORDINATED WITH ARCHITECT, I I I Ii _11l € I - �. L1 M ,_ LJ-_•_`_-�.."'�_."���"__-__-- ALT , 1 I I I SPEAKERS CEILING MOUNTED NIGH VELOCITY OUTLET € ( ; ------ �Y 1 ---• HIGH VELOCITY SUPPLY € I :. i� ' . , I . Tti I ! 1 1 ALL SPEAKER WIRE TO BE 14 GAUGE OR BEI7ER. I...,:," i 1 : t ; .-.. ,...,... -. , j'i..L:.." I,::::.. i I' ;I_ :.,,.: :; _,., . ,.. ' I .�- HIGH VELOCITY RETURN I I 1 , . . . i i S, I I I , I ( I I I 2. PROVIDE BLANK CLARO PLATE AND BOX AT SPEAKER WERE „ „ .,. € ; I ;I; _ ;:.:.. : 1 I I m 9'0"ASF � ` ,� I I I I 1 PULLED AT WALLS, SD OR/ DUAL SMOKE DETECT I / I !I i 11",-, I(,' " :- • . I I GWB GELLING I I I I I I CARBON MONOXIDE ALARM 'I w It _. 1 € ' I I I I 1 ( i I SPEAKER lv I I I ! 1 I € !� I i 1 I . i; ., . i I r -€ f I 1 I I I WP I I 1 •:, "-1 ,- SP SP I L J ( 1 SP EXTERIOR SPEAKER I I i 3! .._. �; 002 OPEN BASEMENT 1 I r _ _ J . _ "� I I 1 1 I € 'It . - ' i I I ( I I I I I I I I � WALL MTD THERMOSTAT i I I : i , ALL BASEMENT ELECTRICAL I I I 1 1 I r, ;.. ;?s.. 1. I / CY I w I TO BE BY G.C. I i I I I I €.';- I I 1 I LIGHTING SWITCH I i I :;I 'L'.:i ';•: ':: :I.:; ..... ',; .. i� : I.` 1 1 I I I I I 1 D LIGHTINGDIMMERSWITCH i 1 € ,.,,.. :. . ,.. . . , . W 1 . € (: €,, .�':_' ,:II.:I':. , i 1 ; I I f € S E I I I I I 1 € r € :, . :I t;.., ' '.!: :: . 1 ...._. 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I , 470 LLOYD'S LANE I I: t I I € A CK NY 11952 I I.. :1;::, I I r I z € 1 I M TTITU : i i € It W 1 I -jl.l H i , € ':ii:: ....:.;.. .. .. ... �! iii I _ _ I 1 1 f.. _....___-^-_--__---_-^__"_^------------------------....--_"_-.._.._-......_........_.._...._-_--'----_--••___«..,__-^-__..___"'_.. , :'i.;« { .., ;3•• - ;., , I,. . I' is -- :I' .I ., ''I I; .l)I, . 'I' ,:'€./ t D 11 1 t I ' f;, I, . I -il „ . - III € I 4 ARCHITECTURE I / I' ' I I I: I. I i. I: i � L . L4./ 'L, 1 L14 WP RESOLUTION: !.. . . '. ;,i € -- ---r 1SO'WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 I f I I ^«g. t € 3 . I! ;, I I1-1 i`i f 1,.-. ., i I:{ 1; .....,... �• ..... € r 1••,.... - "' TEL:212.b7S.9266 www.ra4a,cOm FAX:212.206.0944 I f r -i I '' _� - I I" I € TIED TO MOTION SENSOR I I ,•I r1 U iI: II' , Z. ( Ili" `1 -II € 1. L__ . . _ _--_____-_ _. .. _-_-_-_ _ . __ ! //f/ / ��/ / / f ` / / �` / / / / - 11 BASEMENT RCP , I . I DATE: 2016/03/15 A I SCALE: 1/4"= V-0" ■ ;dw . COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. R E F A B S .............. 'THE MODERN MODULAR GENERAL: IBY RESOLUTION: 4 ARCHITECTURE ........................................................ 1. ALL ELECTRICAL WORK TO BE PERFORMED BY LICENSED ELECTRICAL CONTRACTOR, SHOWER EXHAUST FANS 0 8k•1 1/2"ASF � � 2. PROVIDE ELECTRICAL SERVICES AS REQUIRED TO LEGEND C.L,OF FIXED WINDOW,SEE LlSOFFIT ] ... •, L12 ACCOMODATE NEW LIGHT FIXTURES AS PER MANUFACTURER'S WB ELEVATIONS ON A2.10 G ' RECOMMENDATIONS. -�L !' :..•►70 BASEMENT O L G T N }t1 4"RECESSED DOWNLIGHT 'r 3. CONTRACTOR LIGHTING o'`'•r"''•o•";"•e•'';'•e''f'•o'"`'•s' S TO PROVIDE AND INSTALL CONDUIT,BOXES, WIP -•-•-•••••..................................... 2"RECESSED DOWNUGHT fi SWITCHES,DIMMERS,FIXTURES,BULBS,TRANSFORMERS AND ALL .�� >• \� , FACTORY,MATERIALS NOT SPECIFIED TO BE PROVIDED BY OWNER OR RECESSED WALL OTHER MAT R L WASHER 1 �- 02 r 8: *R.: ab nr ._ .y. ._.—_ .—..�.—.—. r.._. T 11 CIS11'-0" Eft. E62. 1?0" - — 1'-0" 1�-0g . - ,- ,,, 1'0";L4 I { ITill 4. PROVIDE,COORDINATE AND INSTALL ALL REQUIRED REMOTE ( BROAN COMBO LIGHT/EXHAUST FAN --- RAIN RAIN'.. - —.—• l2 • L2 , 1 TRANSFORMERS FOR LIGHTING AS SPECIFIED BY MANUFACTURERS, SHOWER i 112 BEDROOM 3 SHOWER ,..... . 1 t ; EX N BCOORDINATED I F = O S E N FIELD ACT LOCATIONS TOI WITH INTERIOR STEPLIGNT V , ( t IT : I ; ---__--.•--"---+`�"•'•, 111 ' ROOM 3 E61. 3'-6" 3'-6" ti, E6}. j ; ARCHITECT. L7 "I I I i, ___s I .• ; ! TT i S. ALL SWITCHES TYPICALLY MOUNTED CENTERLINE 0 V-8"A.F.F. L6 LINEAR LED TAPE ........................... 11 ,f , ! I I 13 i r -I«-.-- • . 12 ti+ I = ' U.O.N.COORDINATE AND VERIFY ALL LIGHTING LOCATIONS WITH MILLWORK.REFER TO INTERIOR ELEVATIONS,GANG SWITCHES AND -;r----- _ + "w, I% ii i3 I ; I s I t RECEPTACLES IN SINGLE PLATES WHEREVER MULTIPLE LOCATIONS TOLOMEO MINI WALL Lb II I� I ••'`. r r II II I ; ; n i , t , ;' 1]0 LMNGROOM 1 I ; t t� I ' EXIST. TOLOMEO MICRO WALL SPOT I I I 6, ALL SWITCHES VERTICALLY ALIGNED WITH OUTLETS UNLESS i I : t• i," .Z`I ' ' I II I' 1 I ; ' ' A L11 WP ''` I OTHERWISE NOTED.IN CASE OF CONFLICT,VERIFY LOCATION OF L9 LK ii iL___ j i �`' S1AIK L2,.,. �J�•�• ; PENDANT-TSD { i 1 I LIGHT FIXTURES AND SWITCHES IN FIELD WITH ARCHITECT. ,: !e -- -------- I .` I j EQ. 3'-6" 3'-6" 3'-6" � EQ, II II 7. ALL SYMBOLS AND DIAGRAMS ARE NOT DRAWN TO SCALE, SURFACE MOUNTED LIGHT-TBD { ''{ I'••, i ,.i• 7TT 1 , t1 li t w ' O 4L -.•,::•, L1.._... 41........,`....., L1 ! ..••-'::: '•Y•' I 9'-0"ASF 1 — — — �"� i CONNECTED TO LUTRON RADIO it I t {y• — •`..`.. .,. — .•;:; , 1 RADIORA2 EXTERIOR TE 1 ' 8. ALL OL SYS E BE N L11 WP S PL GHT II II 1 • L ;'12' '; GWB CEIUNG ' s —.—.—• ---. ..... ' ......... .►OUTLETS FOR STRING I ]19 BATH MA D D I 3 r� �•L2, , � �.':%': GLIGHTSBYOWNER = 112 WP _ , I• ; + ' t L12WP&L'13WP AT -,.., "j .L.. , CONTROL SYSTEM, ..,.___......»_---- . . I D ® Qs �--"rr r EXTERIOR RECESSED DOWNLIGHT b D D D I I EXTERIOR ENTRY DECK %j:. �'"""~ I 9, LUTRON WALtBOX POWER MODULE LOCATIONS TO BE '{� DOODOO f {',t;;; I COORDINATED WITH ARCHITECT, L7 - .{ ;''r.' L13 WP 9'-0"A5F ' , ..._ -?,tea' �'ri' ..... .. LS 7a p# ............... -,_.._ f�'' I CE NECESSARY FOR 11 EXTERIOR DECK CK RAIL LIGHT _ DOOR LS- .. ' i 10.WALLBOX POWER MODULE INTERFACE GWB CEILING f WALL - � i r✓� WALL tom'•, °- — P i I REVERSE PHASE FIXTURES PROVIDED AS REQUIRED. 4 WP EXTERIOR SCONCE 0 ® 3D 118 HALL g',11/2"ASF 1 �c f5 „I : i I F1 td BEDROOM 4 GW--s SaFFrr ; I , i ®L1S Wp EXTERIOR UPLIGHT DOOR t 1 ; + I SWITCHES: f• i �, 1. ALL NEW AND EXISTING SWITCHES,OUTLETS,DATA JACKS AND 3"RECESSED DOWNLIGHT 0 SHOWER ,},116 r + •I• .•.-- ----------T—_---.— ..�.- L ! I TV OUTLETS TO BE CLARO BY LUTRON,WHITE. t i:::::...................:.::.i t� ; I 2, ALL NEW DIMMERS TO BE COMPATIBLE WITH RADIORA2 BY iTD D 1 d O 1, -„ it LUTRON,WHITE.COORDINATE LIGHT TYPE WITH SWITCH, gP •—• gP ' 3, ALL COVER PLATES TO BE LUTRON CLARO DESIGNER STYLE I 1 ,'1P , �" E62. 3'b" 3'6+ EQ, 3 X 8 RESAWN CEDAR TRELLIS FACEPLAiI S-SATIN WHITE OR APPROVED EQUAL. ® CEILING MOUNTED HIGH VELOCITY OUTLET TOQORS j I ; " I PAINTED WHITE,BY G.C. ? 4, L RADIORA2 KEYPADS TO BE LASER ENGRAVED, , e —+^ HIGH VELOCITY SUPPLY t 10'6 —�K / ENGRAVINGS _ I ENGRAVINGS TO BE COORDINATED WITH ARCHITECT. HIGH VELOCITY RETURN SPEAKERS: 1 I i "— —, • • +••• " 1 1. ALL SPEAKER WIRE TO BE 14 GAUGE OR BETTER, DUAL SMOKE DETECTOR/ I + E61: V-6- 31-61 3-6 EQ. SD I CARBON MONOXIDE ALARM ; ! I ', r 2, PROVIDE BLANK CLARO PLATE AND BOX AT SPEAKER WIRE L1 '1' PULLED AT WALLS. SP SPEAKER ' ' '. F { 8P EXTERIOR SPEAKER DINING ROOM WALL MTD THERMOSTAT LIGHTING SWITCH ki ,..,•.. . t 3 #D L1GHTfNG DIMMER SWITCH LT 8'-11 U4"ASF — J.• ? ; ; ; 13 3-WAY LIGHTING SWITCH <• .. WOOD GLG II m ; s,) WOOD CLG TO 8E { 3D 3-WAY LIGHTING DIMMER SWITCH 108 HAtl;, f I I SP —•—•—•-- INSTALLED BY GC K I , I 1 t/ � WALL-MOUNTED KEYPAD AP.., I t I ! I � A.R.NELSOM CURTAIN TRACK t t I I � MECHOSHADE ROLLER FABRIC SHADES , I m M m RADIORA2 REPEATER 8'-1 1/2°ASF 1,-0" RADIORA2 WALLBOX POWER MODULE GWB SOFFIT F 1Zj Lj L4 1 VF1w i ji O V I I r • t t • ; //S I ' .,.1 I.... .. I ���(r,'..���`I�III �,II��---�+�17{E! ,(r[(//�-��+.��,7III y, ; , c: 1 12 .....................................n....•.....-........,......,.,,.,,.... I Ll W4 81/2 EQ. E�. EQ, E 4-8 I;, � I.; ;':� I ,i •.{wry T3 � , ••li: w s� i i W ,L2 j ..yii ....... j ;? ` ALL EXTERIOR LIGHTING ' Ir-;.• 7.:. "' .,�, ,•• TO BE BY G.C. (� ': _... .,{,, I;,. ! .. imoor.r:`.aa .• I ^. S ( ........... '.V •• 10'-0° t 'f�'• , : L] 1PKP TKt •: ,f 106 KITCHEN ._..:_ PERMIT I E l'1'+ .............'_ ..... G 2016/03/15SET �,, - ...,....... ,' +y�-..— gp ..�.,,.,_._....._,..,T......,,. ,,..,.._,,,. gp FF 2015/10/09 BID SET r ; ]O? ENTRY �•`` , t 10^6 •' K2 t " y'v�7,� t 2015/10/01 REVISED FACTORY PRICING :• _.•..,.•..••....•,...•........... ..r..,,,�,».._,.t.,• ..}.............. .,.•.._•,. •.; .._....... ............................... .......... .......... ................................. ........._ .......... .......... ........._ ....................... :•l.: i;;I .__, —A•' ,..,.n.. _ •.w. .,.M_.,_., . tV ' ; ' 1l 1'1+ .F3. 1[3 F]S E3: .H; IF3 EJ. ,, l;�, . ...................,_..,,_.........�..,......_..,..................�.•...._.........._..,....---...._....--•--......,..............._.._...------..._..--------.....«�.................»............. '� t� � ,4- 2015/07/31 PRELIMINARY FACTORY PRICING •'1 2015/06/15 DESIGN DEVELOPMENT '16 k....` ---------------- j V-1 1/2"ASFfn ..............: 2015/05/27 SCHEMATIC DESIGN I F 1 ;;; I BELOW UPPER CAB. .............. . LL WALL 116 HA I15 GWBSOFFCt O O L 1;1 j L5 :L8 WALL.. _-._.___ _ 2'dI" 0. _ '_HALL.................. 3D/••,r "liDOOR 1 11 ; �00 OO 9'-0"ASF f ` ti•. --- �' = 10I ;�f. 104 BATH M`z p D I D, ,D WD Q GVVBCEIUNG AI�Cy`. •r._._,.WIRED TO WPM 2 :• t ',• _ ''•`' I Q BEDROOM 2 s 102 �AT1i I t I j ✓• + — Q I 103 B Ti 0" ROOM + L2",% 2, 0fG 1" 1 Nps 1� , r k'l• . .. L1.—. 4L•-- L1 I - C9 Qo �', O I •, I 101 BEDROOM] Iw t EQ. 3-6 3-6 3-6 EQ. .................. „ I t t w 1 e► U3'VVPlo .................... L13 WP L13'W . ” • -• L13 WP L13WP".....,... L13 WP ' 3, H E U E S 1�. . N; I •�..{,-------------- L6 ^^"^..^.. ^ _ .... 7.1 ...... - :+, - - .._ .....•.... �, ..., ...._ .. .........• .••.....•. ,,.,..........•.... -� 13 i L2 8 II II t 3' - - - it 1 I S , c Y LSI IC;' � -----------� ..... J( :: ' 'S II ii 1 ((�; J { f 105 TV ROOM 9-0"ASF I I ' , (�, ti 11 it ALL EXTERIOR LIGHTING ti i t ;i I It==cc====pl t j ' S .., tll #It I •� 02060 " GWB CEILING TO BE BY G.C, 4 I 11 ii r ` 17 EQ, 3'-6' 3'6" E61. ! ;L .—.__. •— `I 12 1t0" - =".. � ::..,....,.:-• NORTH CORK BLUFF HOUSE 1 12 09RHOW R � ._.—.—,— b.—. ,... .» RAIN'• ; � LL7 AIN S E 'IE61I E61. 11'-d" ' SHOWER +0"I E 470 LLOYD'S LANE ............... MATTITUCK,NY 11952 L FT I : , Il TO BASEMENT i I " { SHO ER EXHAU AN � :I W ST F S ; 1112 Lt t , " LIGIHTING ' L] C.L. FFIXEDWINDOW,SEE I RESOI.UT�O . °� ARCHITECTURE - :_ - 8-1 1/2 ASF •- 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10001 `J.• - GWB SOFFIT �� ELEVATIONS ON A2.10 I _ TEL:212.675.9266 www.re4c.com FAX:212.206.0944 ..............................................+.................,...................•..,,...........,. ................................................................................................................................................................................... L , -------------------•-----.........................R.......................----'••-•••.....................................•••---••..,...................................................................................................... ..........................................-----......................................................• FI T O CP DATE: 2016/03/15 A A111, SCALE: 1/4"=1'•0" ° COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED, rr" R E F A B S THE MODERN MODULAR .................. ................................,................................................_..........:...._..................,.................................... Y RESOLUTION: 4 ARCHITECTURE ? ��� ............. LEGEND + J >, -t► :............................................_.. l- 4"RECESSEDDOWNL+GHT 7'RECESSED DOWNLIGHT # ,( I { •+ ; , i E I d {'.L- •••"'' + ; i y ............................................................r. .. w ;r , ••••' i 13 WP • - ..:.: t + ..1.. ...• , i �LtO f 1 i I RECESSED WALL WASHER ............. ' ....... Ld............................................................... «-- - _____L.»_ _ ............ BROAN COMBO LIGHT/EXHAUST FAN �, INTERIOR STEPL(GHT La _.... . LINEAR LED TAPE c .......... ...:......_....:::........:__........ . TOLOMEQ MINI WALL j.'I F I ' i } ,' f r.:..................................................................�... _...._............_............._..... - t ' i } { ? I I i } i f 1 ::.......::..........:.......:...:...........::.......:.....:. :.................r,..:......... L9 PENDANT-TBD L10 SURFACE MOUNTED (c LIGHT-TOD 1 11 WP EXTERIOR STEPLIGHT L12 WP EXTERIOR RECESSED DOWNLIGHT r1 ' 1 i# � i i 1y i �1 . . .... ..... .. .. . . ........ .......... .. ... .. .......... . ...... .... ... .. ..... ... . .. L13 WP EXTERIOR DECK RAIL LIGHT r r r ' L .............................. iaW EXTERIOR SCONCE I ' _:,tW.1wr�• • ta�rP'. • . ' L ,,_._._.__,..._.__._ ._--_. ' _. _._._. .:_�_..._...»......__._.. ._.»._..�... ..._.._w._..�._..._...............»_.-...�. �i 1 i L18 WP EXTERIOR UpLIGHT0w_-___-__ ............ 3"RECESSED DOWNLIGHT 0 SHOWER • I }; ! � t j � + J , t r i J iii € � t tt } � l t CEILING MOUNTED AC RETURN • S �. �� � � � I � � 1 � l ! ;i ...................................................................... .............................._....._. CEILING MOUNTED AC SUPPLY-Ax14 Quit yrs FOR IRE ...... :' .. ---10 STRING LIGHTS ABOVE AC SUPPLY 44 AC RETURN ILII ; � ............... sp DUAL SMOKE OR. ....................... CARBON . . .?. RELf3 AWif jS Il STRING LIGHTS BELOW { t SPEAKER ..................................... .. ... �YIIP EXTERIOR SPEAKER ....................................................................... T WALL MTD THERMOSTAT LIGHTING SWITCH • ;. } � i+ t t E I � � ; i sl .................... .... JD LIGHTING DIMMER SWITCH ;;:.:.,. ..•........... i3 3-WAY LIGHTING SWITCH ........ . ........ j31) 3-WAY LIGHTING DIMMER SWITCH ' vbd I ........................:.................._............... ...................................... � FAN DIMMER SWITCH A.R.NELSOM CURTAIN TRACK :............................................................... :......._:...:_:..:..,.:::........... MECNOSHADE ROLLER FABRIC SHADES RADIORA REPEATER i ' !E; 1 ................................. ?} ..............................................::_::................... ._........................,....::_.... 13 N .. .................................................................... :...............:.:.... .. .......................................... •- .........................:::.....:.... • 7 1` J ? �, l , ; ti r , }�� i ......:.. ...:.... ... ...... : :.:.....:.......::................... ..... .... .......... ,.......... ........:........... ............................... ............. ... ......_...................,........... 2016/03/15 PERMIT SET ..................................................................r.........._.._................. .. 2015/1d/09 BID SET ........ .................................................... .r ..............,.............................. 2015/10/01 REVISED FACTORY PRICING ... ............................. + i ! ! J 1 ! ' I + ....... - ----• --- - ...... - •- .. 2015/07/31 PRELIMINARY FACTORY PRICING ...----•-------•--._...._.— ...._-_.•.......... ................................................ ...._.........._.................... .....-......................... ............................ 1 ____ •---- _w - -__--__ _. ._.__.__ 2.015/06/15 DESIGN DEVELOPMENT r '—_._- .. .,.* ._._. .., W.---____------------------ 2015/05/27 SCHEMATIC DESIGN r{ i i i s r.. Llf WP••....... . Lil i�r•'-...:. Llt WP WP al •r� ' � ,`'�•. 1 } ""... I,. ; .......� ii t f t is ........... ............................................................................................................... �p 02060 ' I ( i s,T,•�•• i i � � I 1 j }j}j ){' l l i ( l I ii ••� •, ........... . ? I j I 1 ( E , I ; ? + t .�.. l ! i .t: !' . NORTH...........�......... r NORTH FORK BLUFF HOUSE b2'Rr` 1- ..•-. 11 WP 470 LLOYD'S LANE MATTITUCK.NY 11952 ---------- _.�_.._...._r•---r----r----r---'r—^r-----r----r---r---c----r^r---s-----r-----r----�^^r---r--_--___.—_--------------•- --w.._.___..- ». • ,.-•� �'•I RESOLUTION: 4 ARCHITECTURE 12 L - Ll wP j 1;t'kP _ — • - .i.;j. 150 WEST 28TH STREET,SUETE 1902,NEW YORK,NY 10001 TEL:212.675.9266 www.re4a.com FAX;212.206.0944 Ic �...................... ........... ................... ............. •..........................-••••-......--........ { .................................................w........................................................._....._........ .; _ ............................................................................................................................. ROOF. RCP & POWER PLAN DATE; 2016/03/15 N SCALE: 1/4"= 1'-9' Al w 22 COPYRIGHT 0 RESOLUTION;4 ARCHITECTURE, Alt RIGHTS RESERVED. . . I I P R E F A B S . . . THE MODERN MODULAR . ----- ---, BY RESOLUTION. 4 ARCHITECTURE -, r -I r -1 r -1 r -1 r -1 r , Iri. ._ .... - -t-1_ _ ,... — L--L- -.. - - -"--1 - - - - -''--jI- -T — r -1-1-1 -1- - T- -#i--f - - - - - - . _ _ _ _ .. — _ - - - - - - - - - ^ - - - - - - - - - - - - - - - - - - 7 f I 1 I I I I I I I I I . i , I I I I I I I I I I + I I I # I t I 1 I 1 FLECTRICAt ' i i I # 1 1 1 1 1 1 1 I ' 1, I' I I 1 I I I I I 1 1. ALL OUTLETS AND RECEPTACLES TYPICALLY MOUNTED ----------------------------------------------------------^-------------------------------------- ------------' 1 f-----i '-. --I 1 i r .f1_ ..�_ 1 } J_. ! . �_ ! — _ — ._ _ — — — — ^ _ _ — _ _ _ MOUNTING OC. U,O. , N.-REFERTOELEVATIONS I VIIIMZMM / / -- --------- t 1 I t 1 ' I t 1 I I 1 ,__________________»___..___-....__...._..-----..-_-- ----- - - -- - - ,_____. 1 i i 1 I I I LLSW H TYPICALLYMO T D T44"A.F.F. .- ... __ - # 2 A SWITCHESUNE A I , I 1 411 U.O.N.-REFER TO ELEVATIONS MOUNTING LOCATIONS, I r , .. II'-8" . H.W. BOILER AHU AHU It I I I I I I I I I GANG SWITCHES&RECEPTACLES IN SINGLE PLATE 1 1 ^,"_ j I I I WHEREVER MULTIPLE LOCATIONS EXIST. . , , r . , + I I # [ I . :.. 1 I 1 I. Z6>,Itb�l r 1 I I I I I 3.ALL THERMOSTATS TYPICALLY MOUNTED 0 60"A.FA . I I 3 : ; 1 I I I I I I U.O.N-REFER TO ELEVATIONS MOUNTING LOCATIONS I i ( ,I a 1 1 ! I 1 I f I . -�= } i 1 I 1 4. PROVIDE ELECTRICAL SUPPLY AS REQ.TO 1 I I4 x� i i 1 I I 1 I I ACCOMODATE ELECTRICAL FIXTURES AND APPLIANCES ' I I # I I I I PER MANUFACTURER'S RECOMMENDATION;LOCATION ' ' �' Q ALIGN W/ ; { I I I I I # OF OUTLETS TO BE COORDINATED W/APPLIANCES. I 1 I iJ1UNDRY S.COORDINATE ALL ELECTRICAL DEVICES WITH t 1 I .. I SWITCHES ' ' I I I 1 I + I t.: yr-:-_ ABOVE i I I I I I 11 i ® MECHANICAL ROOM(UNFINIBHM) w 11 1 H. r 1 I I I 1 I t CABINETS/MILLWORK. 1 I �,/ ; r ' I 1 I # ( I 6. 1N CASE OF CONFLICT,VERIFY LOCATION OF Q i i I I I I I E RECEPTACLE AND SWITCHES W/ARCHITECT, I 1 % M ' I I ! t 1 7.ALL ELECTRICAL CIRCUITS HOMERUN TO MAIN I;t I t I 1 1 I l I ELECTRICAL PANELS IN ENTRY HALL CLOSET 1 1 ••• I i I I t I I 1 • I I O:-'-'-"'-' i i 1 1 I I 1 1 8.ALL DATA/TELEPHONE—RECEPTACLES TO BE PROVIDED . i 1 ; 1 I t I I I W/12)TWO CAT-6 LINES HOMERUN TO TERMINATION , ' i I I I I ; I I I 1 I I POINT AS INDICATED ON PLAN. 1 + . I ! I , I I t I 1 9.ALL AUDIO/VIDEO CONDUIT AND CEILING SPEAKER 1 1 I I I I i i f I I WIRES HOMERUN TO A/V MAIN LOCATION ON 1 r BASEMENT FLOOR A INDICATED ON PLAN f ' ------------------------------------- --- --- -- - I I I-- -I I----- , .... ... 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ALL SWITCHES TYPICALLY MOUNTED AT 44"ARF. 1-9 I 1U,0•N.-REFER TO ELEVATIONS MOUNTING LOCATIONS. ce WINDOW WINDOW WINDOW _-_.__._t I ° t ALIGN W/ I ANG SWITCHES&RECEPTACLES IN SINGLE PLATE .:,. i SWITCHES WHEREVER MULTI PLE LOCATIONS EXIST, ` I ABOVE i 3,ALL THERMOSTATS TYPICALLY MOUNTED @ 60"A,F•F, U.O,N-REFER TO ELEVATIONS MOUNTING LOCATIONS 4. PROVIDE ELECTRICAL SUPPLY AS REQ.TO [-1131 BATHROOM ij ,I ;••••-• -=9 111 BATHROOM3 I I ACCOMODATE ELECTRICAL FIXTURES AND APPLIANCES FI-12-1 BEDROOM 3 j I PER MANUFACTURER'S RECOMMENDATION;LOCATION I 11 11 ±± E !I I OF OUTLETS TO BE COORDINATED W/APPLIANCES. II II ;0 +I !I `•, i Ti0 LIVING ROOM 9, O S O I I CABINETS/MILLWORK,ORDINATE ALL LECTRICAL DEVICES WITH 6. IN CASE OF CONFLICT, RIFY @44";4pFi �, .,yqF ¢4 AFF RECEPTACLEANDSWITCH SEW ARCHITECT OF r GANG!?>�/i ANG w 1 E4 T-_ SWITCHES iSWITCHESq- A ! 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P R F A B S 3 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE i i Q WHITE OAK FLOORING-TBD-BY GC •: ......... .,, I ECl (NEXT COLORBODY PORCELAIN TILE- .. — — — I DALTILE-J 104 CITY-UNPOLISHED-12"x24" ` „---,_ -- ; :i i ® POLISHED CONCRETE SLAB , X 6"IPE DECKING ce —_ "s ' I 1 1/2"THK.CORIAN-GLACIER WHITE 11 BATHROOMa I _ . ; € kF „ . ` I Q 1 1/4"CAE5ARS10NE- 1f I 110 WING ROOM SLEEK CONCRETE F-D_..I i, r 111• BATHROOM 3 I Q &'X 6"STACKED SUBWAY TILE - - r - M y; ( (DALTILE 0790 WHITE MATTE FINISH-0790} 1"X 1"GLASS MOSAIC TILE Q I {DALTILE LIME GLOW:CW33} icy_'•:::....._ E� ,, ...i f,t.......1 .-•'" i__._.__.. 1.......�. I li,Xl-GLASS TILE I „ ? p ( {DALTILE CAPRI BREEZE:CW32} "' ........... .... I ® 1"X 1"GLASS TILE BEDROOM 3 � j I 1 I (DALTILE RUSSET ORANGE:CW29) (DALTILE RED HOT:CW30) 1"X 1"GLASS TILE CM I I 11a -BEDROOM a 115 1"X TI GLASS TILE I I (DALTILE WHISPER GREEN:CW12) , I 14 GA,HOT ROLLED BLACK STEEL BLK STL LINED WOOD STORAGE VOLUMES,TYP, I �- . ...,..-.,,. , -•• �-� I � 1/8"LUMASITESTRUCTURAL SHEET- • •' r I-: ®; I PARCHMENT SOS t I 1/2"CORIAN-GLACIER WHITE € I i � KOUNTRY KRAFT-WALNUT I ® KOUNTRY KRAFT-WHITE PAINTED WOOD f ----• I I WHITE PAINTED WOOD 109 DINING ROOM I 11 � BALTIC BIRCH PLYWOOD-BY GC f 1 WHITE OAK PLOb�.II CaS�)BE 1{ I E f ECLOI , 108 HALL • -. •, • - . •. . ' . • ' . • • - . . ' , . . . ' - . • . - • . ' • . ' , • . . - . :,.: ............. as it - t j 1 ro®mmm j k 2416/03/15 PERMIT SET r, 2015/10/09 BID SET Y ICING '., 14 REVISED FACTOR PR I PRELIMINARY 2415/ /01 . ^ r 2015/07/31 NARY FACTORY PRICING 2015/06/15 DESIGN DEVELOPMENT ..._. 2415/05/27 SCHEMATIC DESIGN t I 101 BEDROOM 1 • ., - 116 HALL ; 1 I i — — _ — _ qR I 3 BEDROOM 2— I i `- .. 1021BATHROOM 1 'y I 108 N ROOM 144 BATHROOM 2 ti ii ry aV— E€ I r , . , r . , r r • , I i 1 I............ ..t w.._, !{ —, k -_-__--- ! o _a_ _ NORTH FORK BLUFF HOUSE - + i 470 LLOYD'S LANE { - MATTITUCK,NY 11952 . ................. .... ................................. RESOLUTION: 4 ARCHITECTURE ' n 15p WEST 28TH STREET,SUITE 1902,NEW YORK,NY tOppt 1 TEL:212.675.9266 www.re4a.com FAX:212.206.0944 I , FIFLOOR I - F t DATE: 2016/03/15 Al 94 1 N SCALE: 1/4 = 1-0 COPYRIGHT 0 RESOLUTION;4 ARCHITECTURE, ALL RIGHTS RESERVED. P R E F A B S PREFABRICATED INSULATED FLUE BY G.C. EL,f 14'-41/8" ------ THE MODERN MODULAR T.O.ROOFSTRUCTURE BLACK TO MATCH 1hUNDOW31-BX-GL-TxP.—.-- ,—....,_,.—.—, .—........—._... ...,,,, B RESOLUTION : 4 ARCHITECTURE 6X6 CEDAR POSTS SET ON(3) ----.•- B.Q.ROOF STRUCTURE EXTERIOR WALL/STAIR -- 11 7/8"MICROLAM PERIMETER VOLUME&ROOFSTRUCTURE BAND OF MODULE BELOW. GENERAL NATES: TO BE SITE BUILT BY G.C. MANUF.TO PROVIDEAND INSTALL SIMPSON CC 5 1/4-6 I BASE CAP, -- 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR CEDAR TOP RAILING TO 2 X 2 CEDAR RAILEXTERIQR FIREPLACE` ......................... '- .� r ------------•-� •---- SHEATHING AND DO NOT INCLUDE EXTERIOR CLADDING. MATCH&ALIGN WJ 2X2 @ 3"O,C,BY G.C. G.C.TO INSTALL CEDAR -----.........._........... POSTSQN-SITE,TIED INTO 'i� VOLUMECLADIN __--.--_----_------_-- 2. CEDAR SIDING 7QBE6'T&GGRADE A CLEAR CEpARRAILSYSTEM rt,z�g CEMENT BOARD SIMPSON BASE CAP. ......................m...._. EL,108'-i 1/4" WESTERN RED CEDAR W/THOMPSON$WOAD SEALER ALUM.COPING PTD.BLACK — — — — — — — — —.— — — — — TO MATCH WINDOWS TO.RAIL NATURAL FINISH APPLIED TMILL PRIORTO ERY. COLOR/RATIO R.B,p.CONTRACTOR TO PROVIDE ._ SAMPLES FOR ARCHITECTS APPROVAL, START CEMENT EL.106-11/4" 1"X6"GRADEACLEAR BQARpC.L,OF __......" TO.PARAPET �— 3. ALUMINUM CORNER FLASHING TO BE MIN.0.032"THK. WESTERN RED CEDART&G WALL ---••••-••• COLOR TO MATCH WINDOW FRAMES. EL.104'-1 1/4" fNSTALLED.k1081ZO.NTALLY,REE.._ _ — .—. —.—._ _.—. _.—.—. _ _._ . _ _.............._. — . ._ . .—.—.—.—.—._ .—.—._ . _./ __ — — — G.C.SCHEDULE ON SHEET T.O.ROOF 4. PROVIDE GALVALUME DRIP EDGE FLASHING ABOVE ALL HORIZONTAL 2X2 CEDAR TRIM, .,._._.,..,.—._.....AO.].{LEORMOREI�EQ,.,..,.. — .—.— -. .— .—,-.--.— .—.—.•--. — —.�.�.—,—.�,—.—.—.�.~.—.�J' EL.103'-0" 5, HARDIEPANEL INFILLSIDING TO BE PAINTED BLACK TO 1 HARDIE PANEL PTP.BLACK B.O.IST FLR.GWB CLG. MATCH WINDOW FRAME U.O.N. .�MATC_+-WNDGWS--- .,...,._--.._.._. _. .._ .— .,—.— .. EL.102'-f 1!2" / B.C.IST FLOOR SOFFIT 6, FOUNDATION WALLS&FOOTING SIZES ARE DRAWN TO SHOW DESIGN INTENTONLY,THICKNESS AND REINFORCING BY STRUCTURAL ENGINEER, ANDERSEN WINDOW#130 / \ j 7, ALL EXHAUST LOUVERS TO BE5EIHOALUMINUM VENT CLOSED RISER IPE TREAD LOUVER MODEL: 101 CONTACT.SEIHO5FX,U.O.N. EXTERIOR STAIRS TO ROOF TO BESUPPLIED BY MANUF DECK,BUILT ON-SITE BY G.C. AND INSTALLED ON-SITE BY \ / 107 108 ( fOS► 110 } 11 f 112 HTTP:///WWW SE HO.COM G.C. \ / HARDIE PANEL,SMOOTH FINISH SIDING,PAINTED GRILL 2 X 2 CEDAR SCREEN @ 3"b.C.ON BLACK TO MATCH WINDOWS P.T.FRAMING BY G.C. 2X2 CEDAR TRIM / IPE SllalL�l_ j P.T.FRAMING TO BE SUPPORTED BY LEGEND r / I CONCRETE FOUNDATION WALL. REFER TO FOUNDATION PLAN �.94,.©„ 6"EXPOSED T&G CEDAR SIDING,GRADE A SELECT, INSTALLED HORIZONTALLY O.15TFLR SUBFLOOR � E1.93-6 1/24,-0„TALLCEDAR AND SS. T.O.NORTH DECK 3/8'HARDIEPA NEL,SMOOTH G.C. SEE A5 00 FOR DETAIL FINISH SIDING,PTD,BLACK CABLE POOL RAIL SYSTEM BY CONCRETE PARGE OVER EXPOSED FOUNDATION . ' ; PO4LGATE' '. _-- — 5/1 6"EXTERIOR GRAPHITE — — — — WALL BY G,C.7YP— — — T : — — — — — ` — — — — — EL.94'O 1/2” EQUITONE CEMENT BOARD ON 1X El u.LI li LL_u u LuLlu u IFEEq T.O.POOL DECK FURRING STRIPS IPE DECKING W/CONCEALED FASTENERS ON P.T,FRAMING&POSTS AS REQ'D,BY G.C. CONCRETE PARGE 4N ALL CONCRETE FOUNDATIONJI II 1I I EXPOSED FOUNDATION WALL&FOOTING REFER POOL,NEW TO FOUNDATION PLAN FOR MOREINFO, I 1 1 ( I I I EL.87-0" IPE PECKING 1 1 I I GRADE I 1 I I 1 1 I I 1 I II —J- _ f — EL.83'»103/4" — — -- _ . .—. _. _ .._ . . .—. T,O.BASEMENT RN,FL. UZ NORTH ELEVATION SCALE:1/4"=i'-0" al 0I �I 4 N ' PREFABRICATED INSULATED FLUE BY G.G. EL.114'-4118' —'.... 7�CU1�"CiSPIfTfi Pr6 TO.ROOFSTRUCTURE BLACK TO MATCH ...,...,.-...._.,..,......_WNDOWS,-BY-G.C.lYP-,._.—- 6X6 CEDAR POSTS SET ON(3) "": :' B4O.ROOF STRUCTURE EXTERIOR WALL/STAIR 11 7/8"MICROLAM OF VOLUME&ROOFSTRUCTURE MODULE BELOW(BY MANUF.), __.._......._._...----.....-._ ' TO BE SITE BUILT BY G.C. MANUF.TO PROVIDEA INSTALL SIMPSON CC 51!14-6 _._..... I BASECAP. _._..............._..._. . ............. CEDAR TOP RAILING TO _2 X 2 CEDAR RAILEXTERIORSTORAGE MATCH&ALIGN W/2X2 _ "�� @ 3"O,C,BY G.C. G.C.TO INSTALL CEDAR VOLUME CLAD IN ,..o. CEDAR RAILSYSTEM - 1f` POSTSON-SITE-TIED INTO _ .._..._....._..... — — — -- ir 7 — — — — CEMENTBOARD _—___..__ SIMPSON BASE CAP. EL,108'-i 1/4" ALUM,COPING PTD,BLACK T.O.RAIL TO MATCH WINDOWS 1"X 6"GRADEA CLEAR START FULL CEMENT 0ARD EL.106-1 1/4 2016/03/15 PERMIT SET WESTERN RED CEDAR T&G PANEL(4'0 j FROM HIS EDGE T.O,PARAPET 2015/10/09 BID SET ..—.—..—.—.IbLSTALLED-IIQ lzON.IALLY,.REE.._ EL.104'-1 1/4° 2015/07J31 PRELIMINARY FACTORY PRICING G.C.SCHEDULE ON SHEET OL OVERFLOW .• T.O. 6I lO.ROOF -- — 2015 15 DESIGN DEVELOPMENT —._..,...._,_..—..A0.19.EOEMQEtE111E0..._..— ...,.......,_.— .._...._._.—..,.... �.—. .._..........—..__....._.—..---•—•---..-.i REF.A5.00 — El.103'-0" 2015/05/27 SCHEMATIC DESIGN —._ _ .--- —. _ — .�. . ._ ,�, _ ._ _. —. _ _.. _. __ . _ _ _ .— _ _ —.— ._ ._ .__......._.—.—,�.—.....,_._.—..,,.-..._.... _. ._ B.0,ISTFLR.GWBCLG. o 126 C LAZZQ TOREN EN W ALL- A Q MOUNT ¢,1aD ARC ANDERSEN WINDOW#114 / HARDIE CEDAR @ SMO .TOOVER / \ DUAL SUPPLY OUTDOOR SHOWERPANE1 iU �f� TO BE SUPPLIED BY MANUF 114 FINISH SIDIN,PTD,B CK 222 i23 t24 �� q$� Nr� �L AND INSTALLED ON-SITE BY HARDIE PANEL,SMOOTH \ FINISHSIDING,PAINTED BLACK TO MATCH WINDOWS I 2X2 CEDAR SLAT SHOWER SCREEN @ ! 2X2 CEDAR TRIM I 3"O.C,(STAGGERED INSIDE AND I OUTSIDE 2X2 CEDAR SLATS FOR 'Ql. 0205a + i I PRIVACY)ON P.T.FRAMING W/ � ►�; ;�u LUMASITE ON INTERIOR FACE BY G.C. EL.94-0 - .,,,-,.,,,,_....... .� .._... .,....__.. _..—. — — __. _ _ .__. _ .—. —.' _ _. _ ._ —. —._ .—. T.O.ISTFLR.SUBFLOOR EL.93-6 TO.ENTRY DECK • • - • - _ - - - - - - - -.tee=_- �___W�W_=��===____ _-�__ IPE ENTRY DECK&STAIRS I I GRAD CONCRETE FOUNDATION � 1 . / INORTH FORK BLUFF HOUSE CONCRETE STEP470 LLOYD'S LANE WALL&FOOTING,REFER I I gI MATTITUCK,NY 119521TO FOUNDATION PLAN BASEMENT ANDERSEN WINDOWS 0 FOR MORE INFO, SHIPPED LOOSE BY FACTORY AND 10'CONC.RETAN'ING WALL FOR SLOPED----+►) INSTALLED BY G.C.ON-SITE (I 1 I ( yI LANDS APE GREEN LAWN-TQ PROVIDE 'LIGHT&AIR TO BASEMENTHARDIE PANEL PTD.BLACKI I RESOLUTION: ESCLUTIO : 4 ARCHITECTURE ---- - � , � - - "-- ------ ---- ------------m-�- 150 WEST 28TH STREET,SUITE 1902,NEWYORK,NY 10001 �r---10"CONC,PIER FOR TEL:212,675,9266 www.re4a.com FAX:212.206.0944 1 I 1 i — — �. _.._ — .._._ _... .— — — — — — — — — — _. -- �. — .� — — .._. _. .+ — — — — — — — -- -' ' I-' I.-• I I ENTRY BBRI8C3ESUPPOR� 1 f SLOPED LANDSCAPE GRADE ( I I I I I I WITHIN RETAINING WALLS I I g± t Y/" *p� EL,83'-103/4" G 1 1 VONS T.Q.BASEMENT FIN,FL. — —, — — — ,— — _.. — __.. — — _. — — — — -_.. — _.._ .— _..- — —. _., — — .,.,. — .,... .— — — __.. — — — — —. — — — — — — — — _. — — — — — _... __.. _... — — —. — — — _.. — — ...- — _. — — — — , — __._ — DATE: 2016J03/15 SOUTH ELEVATIONSCALE: 1/4"=1'-0" A2x00 SCALE: 114"=11-0" COPYRIGHT'0 RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED, -- PREFABRICATED INSULATED FLUE BY G.C. RE B S ._._._._....._._._._._._._ � '-4 _._._. T.O.ROQSTRuc. THE MODERN MODULAR BLACK TO MATCHBY RESOLUTION , 4 ARCHITECTURE EXTERIOR WALL/STAIR VOLUME&ROOF BA.ROOFSTRUC. STRUCTURETO BE SITE BUILT BY G.C. 2X CEDAR TOP RAILTO GENERAL NOTES: WALL TO BE FRAMED WITH 11716' MATCH&ALIGN WJ 2X2 MIGROLAMS @ 16"O.C. CEDAR RAILSYSTEM 1, ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR ALUMINUM COPING, SHEATHING AND DO NOT INCLUDE EXTERIOR CLADDING. SEIHO EXHAUST VENTS PAINTED BLACKTO 2. CEDAR SIDING TO BE 6"T&GGRADEA CLEAR CEMARTOP RAILING TO C.L.FIXED WINDOW MATCH WINDOW WESTERN RED CEDAR W/THOMPSONS WOOD SEALER, - TO. - EL,108'-1 114_' MATCH&ALIGN W/2X2 NATURAL FINISH APPLIED ATMILL PRIOR TO DELIVERY. _ - - -- CEDAR RAIL SYSTEM • A COLOR/RATIO R.B.D.CONTRACTOR TO PROVIDE 5/16"GRAPHITE SAMPLES FOR ARCHITECTS APPROVAL, ALUM.COPING PTD.BLACK _ COLORED CEMENT EL.106-1 114' _ TO MATCH WINDOWS BOARD-4'-0"WIDE T.O.PARAPET 3• ALUMINUM CORNER FLASHiNGTO BE M1N.0.032"THK, - PANELS COLOR TO MATCH WINDOW FRAMES. START FULL CEMENT BOARD PANEL(4'-0")FROM THIS EDGE E FLASHING ABOVE _.� .� ._._ , _ ._.- . _ ._._.� _. .— / EL.104'-1 114„ -_.___ -_ -____.__..___._. �_ T.O. OOF A PROIZONTALVALUMEAR1RIMG » .,-,.�..._._..._..._. ._._.-.. .---.-•-.-. ' ALL HORIZONTAL 2X2CEMARTRIM. 2X2 CEDAR TRIM _ - - - - - - - _ EL,T03'-0" 5. HARDIEPANEL iNFILLSIDING TO BE PAINTED BLACK TO - - _ - - - - - _» _.-.�_._._ _.� ._. _. - _,- ._. -._. _. _ ._._._ _ ._»_ -- -.- _._. _ ,_,_. 6,0.1STFLR,GWBCIG. MATCH WINDOW FRAMEU.O,N. _ EL.102'-1 112„ - - - - - - -- - _ - - B.O.IST FLOOR SOFFIT 6.SHOW NDATION NTENTLLS&FOOTING ZES AND E DRAWN TO -.-._. / / 115\ �.� / / % / 117 REINFORCING BY STRUCTURAL ENGINEER, 3/8"HARDIE PANEL HARDIE PANEL,SMOOTH / PAINTED BLACK TO 7. ALL EXHAUST LOUVERS TO BE SEIHO ALUMINUM VENT FINISHSIDING,PAINTED BLACK TO MATCH WINDOWS iib 118 MATCH WINDOWS LOUVER MODEL:SFX,U.O.N. 113 \ CONTACT.($00)2485EIHO 0030 -HoRk9i41L�F REF G C. \ MTP://WWW.SEIHO.COM NF 2X2 CEpAR TRIM,TYP. LEGEND \ EL r•f7 - -�- b>EXPOSED T&G CEpAR _..-._ SIDING,GRADE ASELEC -•r._. . .__ . �. -._ _ , _._ .._, _. -._. _. -. ,-, _ . .._ ,- _.-._. __ ,. ._._ ._ T. iSTFLR.SUBFLOO INSTALLED HORIZONTALLY _ - - T 0.NORTH DECK 318"HARDIE PANEL,SMOOTH -� • . FINISH SIDING,FTM.BLACK EL,92'-U' 4`0„TALL CEDAR AND S.S. CABLE - CONCRETE PARGE OVER•• . . ( E POOL RAIL SYSTEM EXPOSED FOUNDATION ; EL,90'-01 5/16”EXTERIOR GRAPHITE WALL,BY G.G.,TYP. _ ---._.-_-._._. _,-•__ ._,_.-._ ._._.-.-.� .. ._._._._ .-.-,_. -._.- _. EQUITONECEMENT BOARD ONIX BY G.C. j T.Q.POOL MECK FURRING STRIPS -» j CONCRETE PARGE ON ALL j EXPOSED FOUNDATION IPE DECKING WITH CO j FASTENERS ON P.T.FRAMING& j 2 X 2 CEDARM NG BYRG.C. 3"O,G.ON j I I POSTS AS REQ'D,BY G.C. I tr 1 P.T.FRAj I IPE DECKING ------- ! PT,FRAMINGTO BE SUPPORTED BY NEW POOL,BY OTHERS I � CONCRETE FOUNDATION WALL. I I t CONCRETE FOUNDATION WALL& --•---=- I i REFER TO FOUNDATION PLAN I FOOTING,REFER TO FOUNDATION j I I _ - - - _ - _ e _ -— - - _ - - - - _ _ - - _ - - - - - - _ - _ - _ - - - _._._._. PLAN FOR MORE INFO. I - - - -- - -_ - _. �- - - - - - _ _ _ _ _ _ - _ - - _ EL,83' 0 - --{-� _ _ _ - - - - - TA.BASEMENT FIN,FL. _ _ _ _ _ _ _ _ �— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — —— — — — — — — — — — — — — — — __.. _,... _ — — — — — _ _ _ — — — — — — _ _ — _ _ _ _ _ _ _ ..— — — — — — — — — — _ _ — — — — _ _ — _ — 02WEST ELEVATION SCALE: 1141 -------PREFABRICATED INSULATED FLUES BY G,C. EL.I I N-41/8" T.Q.ROOF STRUCTURE BLACK TO MATCH EL.113`-1114„ EXTERIOR WALLATAIR VOLUME&ROOF B.O,ROOFSTRUCTURE _ STRUCTURETO BE SITE BUILT BY G.C. 2X CEDAR TOP RA1LT0 WALL TO BE FRAMED WITH 11716' MATCH&ALIGN E 2X2 MICROLAMS®16"O,C. CEDAR RAIL SYSTEM `GRABEA-Ct ALUMINUM COPING, CEDARTOP RAILING T4 MATCH WINDOW &G tNSTA SEIHO EXHAUST VENTS OVERFLOW SCUPPER PAINTED BLACK TO MATCH&ALIGN W/2X2 C.L.FIXED WINDOW BY GIC. - _ 114, - CEDAR RAIL SYSTEM FOR- OREI E T.O.RAIL Ft?R IchOR7=t EE FRAMES EL.108'-1 ALUM.COPING PTD.BLACK TO MATCH WINDOWS PE EL,T05`-1 1/4" 2016/03115 PERMIT SET T.O.PARAPET 2015/10/09 BID SET START FULL CEMENT BOARD PANEL(4'-U)FROM THIS EDGE __ ._ _ ._. _ , _ . _ _ _._ -.-. -. _.- _. -._._--• 20150731 PRELIMINARY FACTORY PRICING EL.104-1 114' / / _ T.O.ROOF 2015/06/15 DESIGN DEVELOPMENT ..,_._,...�-„.— — , _ ._ _. _ ._ ._:_. _ ._ .. ,.^ .,.. . �._ . _. _ _ .—. _ _ _2X2CEDARTRIM EL.103'0' 2015105/27 SCHEMATIC DESIGN _._,.....,.. _. __ . _.—. . ..:. .. _ _ . __. _ _, _._ _,_ _ _. � _._, __ _ ._ _ —.' —TYP, .—. _ . B.O.IST FLR.GWBCLC. _:.._._»_. _. .—. , _ .�.,— — — .—._.. ._._........ _..,.._ .,,..._. ._._,._.,,_ ._ I .—. .—._.._.. ._.—..,....._. ._..........._ ,.,_ EL.102'-1112„ „_.,.—.._,...._....... ._._._...... ._»—...,_.,— —. .—.._. _.._,_._. ,..._„_.—...._. ,_.,.._._ ._..�, ---._._.._. —. ,_. ._....,,_._.».�. B.O.I5TFLOOR SOFFIT C131� �y , ' , ' 133 ' R's Ap / 5/ib"GRAPHITE 3/8"HARD1EpANEL 't PAINTED BLACK TO �"�� O��ttY L CUNT / 129 \ 1g2 COLORED CEMENT MATCH WINDOWS !V C� 3/8"HARDIEPANEL BOARD-4'- WIDE .r. ! PAINTED BLACK fi0 - % \ MATCH WINDOWS 4,-0„TALL CEDAR AND S.S. 020 \ SYSOL TEM M BYBLE G,C IL/GATE CONCRETE PARGE OVER EXPOSED FOUNDATION _ _._,-. _. _. -. _. ._,_. .�. _ _ . _._ _._. _ ,_.._ . _ , _ . , _. _. _ , T.O.IST FLR,SUBFIOflR STEPS BY G.C.TYP, •--- EL.93'-61/2” . . .• - .• . . : , • • � • _ • ?0.ENTRY DECK r'I" /'\' y1�1 ' C CONCRETE PARGE OVER NORTH CORK BLUFF HOUSE I . . . • ' EXPOSED FOUNDATION . . ." . . . . • I. . , .I � , , . . . . . . , j WALL,BY G.Q.,TYP, EL.90'-0112 470 LLOYD S LANE I TO7 POOL DECK MATTICUCK,NY 11952 j. I I 2X2 CEDAR SLAT SHOWER SCREEN 0 V r , OUTSIDE(STAGGERED INSIDS FOR I j EL.89'0' j I I / I � 1� �. �_• I� j GRADE RESOLUTION: ARCHITECTURE I 001 PRIVACY)ON P.T.FRAMING W/ j I LUMASITE ON INTERIOR FACE BY G.C. T' j 150 WEST 28TH STREET,SUITE 1902,NEW YORK,NY 10 I I / I I T„ _ j TEL:212.675.4266 Www.re4a,COm FAX:212.206.0944 r iI \ i // II r r ^ ELEVATIONS - - -�.,.._ - - ..... - _._. ..,.. - _. _ - - - - - ..._. _.... _. - - - - - ,,,.. ..... -. _. - - - -. - - - - _ - _... _. - - - T.O.BASEMENT FIN.FL. . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,..•. _ _ — _ _ _ _ _ _ _ _ _ _ ,._ _ _ _ .._. _ _ _ _ — _ _ ._... - - - ..._ _ _.,, _ _.._ _ _ _... _ __ _ - IM DATE: 2o161os/ls SCALE: 1/4!'=1'-0" Al'{ EAST ELEVATION SCALE:1/4r 1'-(Y' COPYRIGHT 0 RESOLUTION:a ARCHITECTURE. Alt RIGHTS RESERVER, S x R L E A _ ,x �g+ PREFABRICATED INSULATEDSS FLUE BY G.C. EXTERIOR WALL&ROOF THE MODERN MODULAR STRUCTURETOBE SITE BUILT BYG.C, 117/8"TJI560�t 16"O.C„TYP. EL.114'-41/6' BY RESOLUTION . 4 ARCHITECTURE "O.C.,T T.O.ROOF STRUCTURE EL.113'-1114' ..�._._.�...._..,�..._.,_.�...�...W....�.,_.,r...-.._.,�._,.-.,.�,-.-._._._,_._...,�.._._.._._.,_.._.._..`._..-..�.�.,,_.-.�,. / f / - _.__. �.. ..� ._. ..�...__-._..�..,�._.-..�.._..,._.._... B.a.ROOF STRUCTURE� GENERAL NOTES: BLACK ALUM,COPINGTO MATCH WINDOWS BYG,C.TYP. C7 1. A EXTERIOR DIMENSIgNSARE TO FACE OF EXTERIOR t1/ ��tp�' / SHEATHING AND DO NOT INCLUDE EX1ERIgRGIADDENG qua CEDARTOp RAIUNGTO MATCH _._._ / 2,WESTERN RED E IDWGTO BE 6"T&G GRADE NSWO D$E & DART W/RAI CEDARRAIL _ __ __')O 201 ROOFDECK / IPE DECKINGBYG,C. NATURALFINDISH APP EDAT MIL PROIORTO©SIVERY.� SYSTEM BY G.C. ,-,_, __. / EL.108'i 1/4' COLOR/RATIO RB.D,CbNTRACTORTO PROVIDE -Q- -- SAMPLES FOR ARCHITECTSAPPROVAL I I 01 T.O.RAIL I 1 ��O3I I 3. ALUMINUM CORNER FLASHINGTOBEMIN,0.032"THK .I 04 / I COLOR TO MATCH WINDOWFRAMES. I 1 3.00 3.00 EL,105'-1 1/4' i I I I T.O.PARAPET 4, PROVIDE GALVALUMEDRIP EDGE FLASHING ABOVE EL.104'-1 114" ALL HORIZONTAL2X2 CEDARTRIM, T.O.ROOF 5, HARDIEPANELINFILL SEDtNGTO BE PAINTEDBLAGK TO EL°103'-U MATGHWINDOWFRAMEU.O.N. _. _. _. _ - -._ ._. _._. _.-. _.-. _ ._ _._,_ B.O.1ST FLR.GWB CLG. 6, FOUNDATIONWALL5&FOOTING5IZESARE DRAWN TO SHOW DESIGN INTENT ONLY,THICMESSAND EL 2'- 7 t0 i l/ i REINFORCING BYSTRUCTURALENGINEER. _ _._,,_,-.,_..,._....,,..,...._..._..r._,..-, -' BA.1 ST FLOOR 50FFIT I I I I 7. ALL EXHAUST LOUVERSTOBESEIHOALUMINUM VEMLOUVERMODEL:SEXU.O,N. CONTACT:SEIHO s T: 8 248-0030 { / tao\ I I Oi f I I �'/ C� C7 HTTP:/IwwwSElHa.coM 2X2 CEDAR RAIL ON P.T. I I � TV ROOM I t BATHROOM a•. 6EDt1OOM a 102 BATHROOM 1 101 BEDROOM i FRAMING BYG.C, O t l f I f! ` I IPE DECKING OVER P.T, O LEGEND FRAMINGBYG,C, 6"EXPOSEDT&G CEDAR 1 I I I SIDING GRADE ASELEGL INSTALLED HORIZONTALLY EL.94JUL II T.O.ISTFLR,SUBFLOOR 3/8"HARDIE PANEL.SMOOTH _._. _._._ ) 1 I J I �LFLMJ ! 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I ,.; : i ' --11111=111 =1111 IIII=1111-1111= III 111111=IIII=1111=1111=lI�-=�1 = 1� REFER TO WALLSECTION FOR= ;.:.• ijh / rt —MORE INFORMATION f r=� —x._ 1111---Illi=IIII=IIII=IIII=—IIII— =1 =1111-1111=IIII=IIII=1111, IIiR -IIII—IIII- 111 =���,---_��►,---•--�111J�.�•��=�� ��. _ I I I _CONCRETEFOUNDAl10N e - - EL.83'-10 We — — --�. _ _ {��__I. =WALL REFER TO WALLSECTION - _ - - ' _ _ 7 a.BASEMENT FIN.FL. - � , = -1 -- I -II=I _ _ - - - _ - - - - a I -FOR MORE INFORMATiQN -----�•�!' �::.. � -.-- � ' s; �� =1; —•�:— = I —= — = 1 = --- �=il �=i, �= �= = �� =�� �—= = �------ I II IIII II11� �I� =111f= =1111=1111=11 I-=��f�=����=����—=1il�= —= = [• =�—. =' , � : e , �i•=� I � = =_ I ;1111=1111 , II€, IIII —IJII�--=-;111= 1;11;IIII-----IIII=IIII=1111 — �__ ! � � �- �-.= I��� ...� . _..__ _- -- = = --W: •I ---=IIII-1 li= I ---=1 =1 I =1 i1-111 -111 ,---IIII ,,,, IIII ,,,, III ,,,, IIII ,,,, III ,,,, III'—IIII ,,,, 1111--IIII ,,,, IIII ,,,, II,I ,,,, III „ , IIII--1111 ,--II! ,.,, 1111,„ III ,;, II 1--11 I ,,,, I ,,,, I I ,,,, III ,.,, IIII ,--III --�-,-- III-=1111 ,,,, IIII-IIII-11!!---IIII ,,,. 111 ,,,, 11 I ,,,, IIII ,,,, II ,,,, BUILDING SECTION SCALE:1/41=1'-0" PREFABRICATED INSULATEDSS FLUE BY G.C. EXTERIOR WALL&ROOF STRUCTURETOBE SITE BUILT BYG.C. EL,114'-41/g'- 11 7/8"T,11560 016"O.C�TYP, ' T,p.ROOF STRUCTURE EL.113'-1114" _._.-,,,. . _, _._._ . . ._. _ . ..._.._._.�._ ._ � ._.� ._ _ ^._._._ .-._._ ._ ._. . , _ . . , -._ _ ._._,_._ .-._.._ ._ . -. _.. _._,_.-., _._ B.O.ROOF STRUCTURE BLACK ALUM,COPINGTO MATCH WINDOWSBY G.C.TYP. IPE DECKING BYG.C. CEDARTOP RAILINGTO SEIHO EXHAUST VENTS MATCH&AUGN W/2X2 CEDARRAILSYSTEM,BYG.C, C.L.FIXEDWINDOW EL.108--11141 - - - -. -.- . __ - - _ T.O.RAIL EL.105'-1114" 2016/03/15 PERMIT SET T.O.PARAPET 2015/10/09 BID SET ..,. .. .,.�. _.-._._... ._.-.. ._ _..... _..__..... ....� . _., _._. ._._ ._ . _.._. -. _. _.� . _._,. . _ ____, _ . -. -._ .- --_._._ _ .__ „-._ ._ _. _._ ._ . - - _._._ .._._ _.-.__ .._ _._... .� EL.104'-1 1/4" 2015/07/31 PRELIMINARY FACTORY PRICING T.O.ROOF 2015/06/15 DESIGN DEVELOPMENT _ EL.103'-U' 2015/05/27 SCHEMATIC DESIGN B.a.ISTFLR.GWBCLG. _- . _. ,_ _ _ . -,_.. B.O.1ST FLOOR SOFFIT 199 �,'✓ L 4�N��/���� 120 1a1 i i / \ P 3/8"HARDIE PANEL HARDIEPANELINFILL t[I PAINTED BLACK TO PANELSPIA.BLACK " I MATCH WINDOWS �r,�' CEDAR AND S.S.GABLE RAIL / / SYSTEM BY G.C. / / CEDAR AND-$.CABLE RAIL SYSTEM BY G.C. 2Q50,I , / �\ T 0 �BLACKSTEELT.O.1STFLR.SUBFLOOR EL.92'10 3/4" EO l 103/4NTCLG. CONCRETEPARGEOVER B.a.BASEMENT SOFFIT NE - NORTH FORK BLUFE; MOUSE EXPOSEDFOUNDATION IIII=1 f 11-- 11 I--1111=- ;eaa:. SII IIII--IIIIi �= - WALL,BY G,G.,TYP. EL.90'-01/2" i a.POOL DECK MATTIT CK,NY 470 LLOYD'S 11952 _I=IIII=IIII==I{II—IIII=R: d -IIII=IIII=II III1I- IIII--=_ _ _ _ _ _ EL.89'-6!' _ BATHROOM 007 CONCRETE =I1 ---IIII— IIII=IIII=111=111=1111=IIII=III►=IIII=1111=IIII=IIII GRADE — — RESOLUTION: ARCHITECTURE -1111---1111---IIII --Iitl;31I � ' SII IIII--1111-1111—III—IIII—IIII—I11I` m� - 3 . ' , _ = 1 _ = — — _ - - 111 IIII=1111=IIII=IIII=111=III =111=IIII=IIII= 111=1111—IIII= 111= 15a WEST 28TH STREET.SUITE a,co NEW YORK,NY 10001 TEL:212,675°9266 www.re4a.com FAX:2t2.20b.0944 =111= III=IIII=11 �=111=111=IIII=IIII—=1111=IIII=111=111 I I _ =1111�I�{1----•IIII— •—llll� ����;����� r 11! IIl1=IIII1111=1111=1111=11JI=1111---=IIII—IIII—1 I =111=1_=� �,. �' — � ' � — — = = _ _ I - — — — =1i I=till=I I -=III =IIII=IIII=IIII=IIII=111=1111=IIII=IIII= 1 —II11-T 1111 - II,I- 1 ,;. � 111 IIII=1111 1111=1111=1111-1111=1111=1111=1111= 111-11 I—III—I .P _ �. \ , _--� 11=1111=IIII=IIII _ _ _ _ _ _ _ _1111' — -- II.!: III- 111_—=II_I1.=1111=1. 11=1�1:1111=111-1IIJ IIL!. J1L: EL.83'103I4" BUILDING SECTIONS =�11= _____.r - I � _____ i; .� •=��—1�1 I— 1 I I—IIII�1 —I I�-=�1���)� =�(��i I I��I I I �"'�I!I�I I�I�—1�1 T.O.BASEMENT FIN.FL. �'�—, I I — I =1 I — I• — — r � -�`�=�.Ao��:.. �={III=����—=���� =IIII= �� — — =� �=III =1 I =11 1==1 1--11 • •� =IIII=1 — �� oATI:• 2016/03/15 _ _ _ — —IIII-111 —IIII—=IIII—=1111=1111 1111111=1l1 = 11=111==IIII=illi=lilt=1111=1111= 11=111=1111 -IIII III, IIII IIIIIIII=--=1111=---IIII--=1111=1111-=III =IIII=1111.=1111--- IIII-- 1111�1111�==IIII=1111=1111-111=IIII-=1111---X1111=IIII=IIII—IIII— III BUILDING SECTION I—III{ illi Ilfl Ili! Ill!—IIII-1111 1111 -llll Ilii llll—1111�1111�1111�111i—IIII-1111�1f11-11{I�II II—IIII-11li�llll—!III IIII®-IIII .IIII�1I11®IIIi�IIIIW— IIII=IIII—IIII—1111 X1111—IIII-1111—1111_—IIII—1III—IIII-1k11--IIII-1111-1IiI�Illl—1111 1111—IIII^Ifll ll11—IIII—ffII—IIII SCALE: 1/4"m1,-rr SCALE: 114'= 1'-a'E A;dn;d COPYRIGHT 0 RESOLUTIOW 4 ARCHITECTURE, ALL RIGHTS RESERVED. R E F A B EXTERIORWALL&ROOFSTRUCTURE I i PREFABRICATED ! THE MODERN MODULAR TO BE SITE BUILT BYG,C. INSULATED S5 FLUE BY G.C. EL.114'-41/9° BY RESOLUTION: 4 ARCHITECTURE _ __.- __ . - .-,-.-.._ ._. - -__ ._ .� ._.- .- . . ._.✓' T.O.ROOFSTRUCTURE n n n n n n n EL.113'-1114. -...-._,-._.-._.._....---._._..-.._... _, ._._._.:-.._...-._.---.-......,.._._._.-.-._.._:...._:_._», B.C. GENERAL NOTES' I , FRAMED WITH 11718" I I __1 .:_:_----_-:.... MICROLAMSQ 16"O C.W/ 3i4"PLYWOODSHEATHING i bX6CEDARPOSTSBYG.G» � 1 �''-..�.'.._..__._.-.. • ]. ALLEXTERIORDIMENSIONSARETO FACE OF EXTERIOR F SHEATHING AND DO NOT INCLUDE EXTERIOR CLADDING ON BOTH SIDES t t _._..._....___.__..........._. 2, CEDAR SIDINGTO BE 6"T&G GRADE A CLEAR CEDAR t t _.....___...._......_.. WESTERN RED CEDARW/THOMPSONSWOODSEALER, RAILING MATCHTOP ALIGN 2 i t 2X2 CEDAR RAIL . P.T. NATURALFINISH APPLIEDAT MILLPRIOR TO DELIVERY. MATCW&ALEGNWl2X2 i. , .-�, "' FRAMING,BYG.C. CEDARRAILSYSTEM,BYG,C. I : : "`,=. _4 „ COLOR/RATiOR.B,D.CONTRACTORTO PROVIDE EL.109'-1 114 SAMPLES FOR ARCHITECPSAPPROVAL _..._..,-.--.,_..•-.- - -.-.._,..,_,.,, IPE DECKING BY G.C. __......... .. FULLY ADHERED EPDM ROOF ON _-___ -,- I T.O.PARAPET _-� 4. PROVIDEGALVALUMEDRIP EDGE FLASHWGABOVE TAPERED RIGID INSULATION SLOPEDTO ----- - - - ......... _...___-_.....-...__.._. ALL HORQONTAL2X2 CEDARTRIM, _._._.-INTERNALROOFDRAIN I/4"PERFOOT _ , _ ____._.- . _._._._._._._._.- , _._._,_. EL.104'-1 1/4" TYP.AS SHOWN(INSTALLED BY u:t _ .. -•_ . _ _ ._ .__ ._.. _. -._._._, ,_.. _._ .-._. ._. . T.O.ROOF b. HARDIEPANELINFiLLSIDINGTO BE PAINTED BLACK TO ._MANUFACTURER FINISHED&FLASHED M 7CMWIN W RAME .O.N, BY G.C.} �.. f EL.103'-U' DO F U B.C.1 ST FLR,GWB CLG. 6. 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LEGEND GET, Y SIDING,GRADE SELECT, INSTALLED HORIZONTALLY fi 111, EL94'-0' 3/8"HARDIE PANEL SMOOTH T.O. . FINISH SIDINGPTD.BLACK EL.92'-103/4„ B.O.BASEMENT CLG. -.-.-. - _..... _. -.-._.-._._._._,_._._ EL,91'-)0314" EQUITONECEMENTBOARDO N - 1X CONCRETE PARGEOVER B,Q.BASEMENT SOFFIT FURRINGSTRIPS EXPOSED FOUNDATION WALL BY G.C,TYP. CONCRETEPARGEONALL EXPOSEDFOUNDATION Gi� IPE DECKING 2 OPE HBAS M"EiI f l , I i 1 I T.O.BASEMENT FIN FL. -.-.7 ba oooY.. v a" b• 77777.77'777 �ga - 02BUILDING SECTIO SCALE: 114"=1'-0" PREFABRICATED INSULATEDSS FLUE BY G,C. EERIORWALL&ROOF STRUCTURETO BE BUILT ON SITE BYG.C. EL.114'•41/5" T.O.ROOFSTRUCTURE EL.113'-1114, B.O.ROOF STRUCTURE BLACK ALUM.COPINGTO 6X6 CEDAR POSTSBY G.C. MATCHWINDOWSBY G.C.TYP. ARTPRO _ 2X2 CEDAR RAILON MATCHALIGN Wl2X110'/ OFRAMING BEYOND,BY G.C. CEDARRAIL$YSTEK BYG.G, EL105'-1 114 _._ . _ . .. _.. ----,_ TO.RAIL I 3"X 8"RESAWN CEDAR TRELLIS EL.106-1 1142016/03/15 PERMIT SET I PAINTEDWHITE,BYG,C. T.O.PARAPET 2015/10/09 BID SET -. _._ . . . . .. . ,.. „ I EL.104'-11/4" 2015/07/31 PRELIMINARY FACTORY PRICING O.ROOF 2015/06/15 DESIGN DEVELOPMENT B O l ST FLR EL.102-1 1/2 / 20 EpA CEDAR N � L A2 PFRAMING BYG.G. ] HALL j -ell 109 DININGROOM p TALL CEDARANDS»S, CABLE RAIL SYSTEMBY G.C. IPE DECKING ON P.T. FRAMING BY GC02050---------------- r POOL EL.94-0" -----_ - T.O.ISTFLR.SUBFLOOR EL.92-10 _._.---•---•-•--- B.Q,BASEMENT CLG. ^ B O BASEMENT SOFFITORTH FORK BLUFF HOUSE CONCRETE PARGEOVER EL.90'4112EXPOSED FOUNDATION 470 LLOYDS LANE O/ T.O.POOL DECKWALL.BY G,C,TYP, MATTITUCK,NY 11952 F-0072 OPEN BASEMENT RESOLUTION: AR ITECTURE EL.99 - 71111 GRADE 150 WEST 28TH STREET,SUITE 1902,NEWYORK,NY 100111 - ==III = I= TEL:212.675.9266 ,.re4a.cam FAX:212.206.0944 BUILDING SECTIONS T.O.BASEMENT FIN.FL, DATE: 2016/03/15 11-11 7,,=, ,,,, ,, „ 1 E,,, ,,,, ,,,, , SCALE: 114"=1-0" Azm30 01 BUILDING SECTION SCALE, 114"=1'-0" COPYRIGHT 0 RESOLOTION:4 ARCHITECTLIRE, ALL RIGHTS RESERVED. f P R E F A B S 2X10CEDARRAIL THE MODERN MODULAR X DAR RAIL 2X2 CEDAR RAIL FRAMING BY G.C.ON P.T. —._ _. —.� .� .—._ .—.__.__..—.—_. ._ — .—.�.—.- --.—.—.—.—._ ._ .—.__._. _.�.—.—._ .. ._. — _ _ .—. _ BYRES RESOLUTION : 4 ARCHITECTURE .,.,....—.......—..........._.—..........._.�........ _.. —.._..._.._ , .—.—..v.—.—.._._.—..—.._._.—.—.—..__...—.—.._...—.—..—._.,...,_._.—..,..._. ._..—...._..� EL.108'-i l/4" — — — T.O.RAIL ----5/16"EXTERIOR GRAPHITE EQUITONE CEMENT BOARD ON 1 X FURRING STRIPS ARTIFICIAL GRASS TILE SYSTEM, ARTIFICIAL GRASS TILE SYSTEM, ARTIFICIAL GRASS TILE SYSTEM, "UNLIMITED"BY EDEL GRASS,OR "UNLIMITED"BY EDEL GRASS,OR 'UNLIMITED"BY EDEL GRASS,OR EQUAL,TO BE GLUED ONTO 2X6 P.T. EQUAL,TO BE GLUED ONTO 2X6 C EQUAL,TO BE GLUED ONTO 2X6 P.T. DECKING,SET ON BLOCKING OR P.T.DECKING,SET ON BLOCKING DECKING,SET ON BLOCKING OR PEDESTALS AS REQ'D.FOR OR PEDESTALS AS REQ'D.FOR PEDESTALS AS REQ'D.FOR UNRESTRICTED DRAINAGE,BY G.C. UNRESTRICTED DRAINAGE,BY G.C. UNRESTRICTED DRAINAGE,BY G.C. 2X2 CEDAR RAIL BY GC EPDM ROOF&SLOPED EPDM ROOF&SLOPED EPDM ROOF&SLOPED RIGID INSULATION BY RIGID INSULATION BY RIGID INSULATION BY MANUFACTURER-SLOPE TO MANUFACTURER-SLOPE TO DRAIN 114"PER FOOT,TYP, EL.105 1 1/4" MANUF-SLOPE TO DRAIN DRAIN 1/4"PER FOOT,TYP. 1/4"PER FOOT,TYP. _ . _.—.�. - —.—.—.— .—,_ ._ . _ . _ _._..—:r . _._ ._ _.—.—.—.—. �._ . __.—.. _.. _ .�. -116 T.O.PARAPET .,.,.,. _ GC TO PATCH ROOFAT - - - - - MATE LINES AS REQ'D,TYP. :" ::•� 6 E GRAPHITE EQUlT 5/1 "EXTERIOR ONECEMENT BOARD ON .;: ` :1 ' `�`wt''� i r. 1 X FURRING STRIPS 3/8"HARDlE PANEL,SMOOTH �t 1 117/8'OPEN WEB JOIST ENTRY FINISH SIDING PAINTED BLACKC DECK OVERHANG STRUCTURE TO MATCH WINDOWS !t TO BE SITE BUILT BY GC, EL.103,1 B.O.1 ST FLR.GWB CLG. _._ _ .—.—.._...-....._-,... _ . _ . _,. _. _ — —.�.—.—. _ — _.._ _.—.-.� ,—. _ .—. _._ _ ._ _.— ._.—._ .—.— ._ —._ . �_—.— — — — — _ _ .— — _.—.—.—.—.—.—._ .—.._.—. �. _. _.—.. _. _ .—. . . .—_ � EL.107-1 1/2„ B.O.1ST FLOOR SOFFIT T&G EXTERIOR CEDAR T&G INTERIOR CEDAR 4` CEILING BY GC, CEILING BY GC. ANDERSEN WINDOWS TO BE SUPPLIED AND INSTALLED BY MANUF UNLESS OTHERWISE NOTED -� � HALL 114 BEDROOM4 3/8"HARDIE PANEL,SMOOTH FINISH SIDING PAINTED BLACK TO MATCH WINDOWS 3/4"WHITE OAK FLOORING IPE DECK ON P.T.SLEEPERS AS READ TO BE INSTALLED BY GC (; TO ALLOW FOR UNINTERRUPTED { `; DRAINAGE.BY GC 4 _.._..,....r...—...._..._...—.—.----Y....._..,._.. ........_..—,_.....,.....—.—._..... � r I .—.—.—..—.—. ( ,.., � - .�..—.._..—.—.—.—._..—_ i'0. iSTFLR.SUBFLOOR _. . EPDM ROOF&SLOPED RIGID I _ .—. _. . .... .—.—. _. ..._..—. _ _. _, _. _. +�1 1 _ __.—. _ . �. ._ .. WSULATION BY GC.SLOPE TO : EL.93'-61(7 �1NTERNAL ROOFDRAIN TO TIE INTO PERI j €I � ......._...�..._,..—..,,,.. ._................�...,.....,,....._............., T.O.NORTH DECK METER FOOTING DRAINS 777 - — —. _.—.—.—.—. _ — -.—.—.—.—.—.— — — EL.92'-103/4° --2 X 8 DOUBLE SILL PLATE 11 7/8"OPEN WEB JOIST BASEMENT „ WITH ANCHOR BOLTS B,Q.BASEMENT CLG. I ROOF STRUCTURE TO BE SITE BUILT I ? ! BY GC. (2)#4 BARS IN TOP 12 INCHES EL.91'-10 3/4" _.—.—..._._.._.,..—._,..._.__.—. _. _ ._ —. I �4N.DB�IEP�BSaESLM� Aj —EXPOSED FOUNDATION WALL, _ — — — . — — — 1! — — B.O.BASEMENT SOFFIT BY G.C.,TYP, � ocsr 0 0 �_ w•� 0 0 0 O,O oF 0�0 00 0, `c3 0 .n0 _ I o 0 0 0 000 Op'00 I 0000.0'000000 0°0° 9 Phf- 0 0000 -- q np°°tea o°.o°° o°p °o°11 o 000°s _ n °0Q 0 ° " l l�I°—_ 2016/03/15 PERMIT SET 4 I °°° ° 0 °° 2015/10/09 BID SET I o �=1i II=IIII IQ n4 =1 1 x015/07'/31 PRELIMINARY FACTORY PRICING Q0 oo� 20115/06/15 DESIGN DEVELOPMENT ALL SECTIONSECTIO BASEMENT ANDERSEt - - -.,- 00 oo°o — 2015105J27 SCHEMATIC DESIGN 04 pp III —III-1111 WINDOWS SHIPPED LOSE j I °na°0`1 1 1=I I I $GALE;3(4"=1'-0" SCALE;3/4"=11-0" BY FACTORY AND INMLEO ; ( Opo f BY G.C.ON SITE I 0 00000 i; Ono 111=1111= .c i ® OPEN BASEMElur a°o a p 1 0 o 0 0 000 I I I III-=1111 � L U �` I 0.°0D �HORIZ. ' qp°0° IIII•-_-IIII----I I If �t9►. .�„ 11 C DOO 40no-- 0000 «sa » ATI-=111----111 020501 . 00000= - � °�.� o .nn�llll= III= � � =1111=111Jov 0 p f I _ ! I , ,00ao Illi-=1111=1111 a o 0 0 + CUSTOM BALTIC BIRCH 0 0 0 0 III=11 I I °p y PLYWOOD SOFA&CUSHIONS p°o o 0 0 0 BY G.C. I o o --- =1 I—IIII—=I=I=I—11lIloan0o —IIIIIII 111 NORTH FORK BLUFF HOUSE o0 p �°° < 0000 �° o =IIII=IIII= 470 LLOYD'S LANE =IIII=I l 11 PIIII I!I 1I=IIIII =1— I1I111 MATTITUCK,NY 119 52 $o 0°0 o°° 0 #4DOWELS�iB'3LONG _ qO0oa8 RESOLUTION. ARCH ITECTUREaon01 0Q°o° 150WEST 28THSTREET,SUITE 1902,NEW YORK,NY 10001ppoo, EL.83'-t03!4" , .° 0- 0 I� � _.—." 0.Qp ° 0 10 BASEMENT FIN,FL. TEL,212.675.9266 www,re4a.com FAX:212.206.0944 0000 0 -1000 o°;00000 1=5 0 � 00000°°,0 ° 0 L CTS II fill —INF 4 1 1NUOUSIII III—Illi—IIII—IIII=IIII=IIII=IIII=1111=1111=IIII=IIII= —IIII IIII—IIII=IIII—Till-1111-1111= DATE: 2016/03/15 OZ WALL SECTION TYP. WALL SECTION SCALE: 3/4"= 1'-0" A ISM SCALE:3/4"=114" SCALE:3/4"=1`-V COPYRIGHT 0 RESOLVION:4 ARCHITECTURE. ALL RIGHTS RESERVED,