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HomeMy WebLinkAbout42224-Z ®S? AFF a Town of Southold 1/8/2019 P.O.Box 1179 53095 Main Rd ®s. 0p�yy` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40155 Date: 1/8/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2120 N Sea Dr, Southold SCTM#: 473889 Sec/Block/Lot: 54.-5-45.4 Subdivision:- Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2017 pursuant to which Building Permit No. 42224 dated 12/11/2017 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 (MODULAR)WITH COVERED FRONT PORCH, 2ND STORY DECK,REAR DECK, UTILITY PLATFORM, OUTDOOR SHOWER AND GARAGE ATTACHED BY BREEZEWAY, AS APPLIED FOR The certificate is issued to Burrascano Jr,Joseph&Dona of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0033 12-31-2018 ELECTRICAL CERTIFICATE NO. 42224 10-24-2018 PLUMBERS CERTIFICATION DATED 09-21-2018 G e Almiro is 090 Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT 9 TOWN CLERK'S OFFICE o . 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#: 42224 Date: 12/11/2017 Permission is hereby granted to: Burrascano Jr, Joseph 68 Old Trail Rd Water Mill, NY 11976 To: construct a new single family dwelling as applied for per SCHD approval with flood permit as applied for. At premises located at: 2120 N Sea Dr, Southold SCTM # 473889 Sec/Block/Lot# 54.-5-45.4 Pursuant to application dated 11/13/2017 and approved by the Building Inspector. To expire on 6/12/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,081.60 -NEW DWE $50.00 1 d P rmit $100.00 0 1: $2,231.60 Building Inspector 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: 1. 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 2 Date. 7 New Construction: Old or Pre-existing Building: (check one) Location of Property: 42/ � 19VA/V /�X House No. Street Hamlet nnOwner or Owners of Property: (�t� ad �W FdAfuad Suffolk County Tax Map No 1000, Section Block Lot S, Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic t e rg so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ®C Southold,NY 11971-0959 �® �® roger.riche rta-town.south old.ny.us COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Joseph Burrascano Address: 2120 North Sea Dr City- Southold St- New York Zip: 11971 Building Permit#. 42224 Section. 54 Block: 4 Lot 454 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor. DBA: Double Pole Electric License No. SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 10 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel 90a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 4 Twist Lock Exit Fixtures 11 TVSS Other Equipment "MODULAR HOUSE", above counts, including, 1-30a generator recpticle, 1-20a chair lift circuit,are for the garage Notes* FRONT PORCH,includes,2-switches,8-high hats,3-exterior fixtures BASEMENT includes,2-switches,8-ceding fixtures Inspector Signature: Date: October 24 2018 81-Cert Electrical Compliance Form.xls i� fE � soT � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959Q YO �yCOUNiV,t��� BUILDING DEPARTMDENT V TOWN OF SOUTHOLD NOV - 7 2018 TO-WN OF SOUTU CUA CERTIFICATION i Date: IgIlo Ol Xi t Building Permit No.---� i Owner: � 7 (Please print) . Plumber: govlv- /�DU6//-$ (Please print) i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1,4Wi (Plumbers Signature) Sworn to before me this day of S pet 20 I r� 1 Notary Public, -County �.---� AIYSE SUSSMAN Notary PublIC,State of New York Registration#601SU624102 •aGairfied in Suffolk Gountul� ' Commission Expires May 31, ✓��� BOE SO(1TH TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [A/FOUNDATION 1ST A//.> [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: < - Povv- DATE — INSPECTOR - 19 Lv �oF sours ffiy ', cry/` V1 6 "le, cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 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: fm�w o� - (o- VYj �v✓ 'oma DATE 319be� INSPECTOR �v �pE 30(/Ty �o� Olo eou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ip6UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE .319 INSPECTOR SOUT'yo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION IV FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: P it✓ el- V p(w1 S a C)14/ DATE INSPECTOR � �zy SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,,FOUNDATION 2ND [ ] INSULATION [Vf FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' DATE INSPECTOR OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ZZ2,+ [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SoUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. Comm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [WFINAL kiO [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK od 0 UM�Ah (94kA '&- cog -5b 0 V" C, cxo� @&+— qAn .�✓ f ®ry Ptc� a AAf aA is � DATE ANSPECTOR I BOUT # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ .] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] SULATION [ ] _09Z�N (� FRAMING /STRAPPING [ FINAL EV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: ql%N —r� �� o o� Co&. C, aA A DATE INSPECTOR - APPLICANT S C T M * 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) usv� b�SUFFq,1. _ Sj_ ,5- HS.q NAME SILL I J®Nts Section Bock Lot STORMVVATER - DRAINAGE Colo$A���I�S (? Date., INSPECTION REPORT FORM Signature Telephone N— , COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED I YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval a. Maintenance of Erosion&Sediment Controls 00= b. Limits of Clearing& Area of Proposed Land Disturbance. 000DRAINA66 T"S-WLATtW4 c. Condition of Stockpiled Soils. d. Verification of Size&Depth of Leaching Pools =0= —10 R ' e Verification of Drain Pipe Installation/Concrete Pargmg f Driveway Installation within the Town ROW-Highway Specifications g. Final Site Grading-Effect on Adjacent Property 00� h. Inspection of Gutter&Leader System-Drainage Piping i Instalation of proposed Swimming Pool and discharge ring. j. Inspection of Construction Entrance/Staging Area(s) 00� k Location of proposed concrete washout area(s). 00� A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. Theapplicant has three options for c i tion o ain ns ons >k OPTION#: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in tat N&%rk. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping., OPTION":3 Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department DEM OPTION*: 1. OPTION#.2. TOWN OF SOILTTHOLD Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: ****FOR ENGINEERI DEPA ENT USE ONLY**** Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date: 7Inspection Completed & Approved by the Engineering Department. FORM * SWC nspection Report Form-TOS October 2014 OesIdent'al Energy SI P.O. Box 1013 Glenn Hooperl Smithtown, NY ® Fax (631) 382-8240 OPWCell (631) 767-8828 Energy Efficient Construction Consulting www.enerqV-experts.net RESENT Rater I Passive House Rater I DOE Qualified Home Assessor I ANSI Level I Thermographer I Elite Soft RHVAC instructor Blower Door Test Certificate Permit#: House address: 2120 N Sea Drive City:_SnijthnlrJ Zip: 11971 Conditioned Floor Area (ft2): 3102 CFA Volume (ft3): 42229 Maximum CFM50 @ 3 ACH= 2111 (3 x Volume/60) Test Result: 1341 CFM @ 50 Pa ACH= 1.9 (CFM*60/V) 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w.g.(50 Pascals).Testing shall be performed at any time after creation of all penetrations of the budding thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: Residential Energy Conservation Company Address: P.O. Box 1013 Smithtown NY 11787 Technician:Glenn Hooper RESNET Rater: ID 3191563 Technician Signature: Date: �(�P,y�y4$Drer 11/7/2018 D rr.- D DEC 2 7 2018 JILUaiG 71 P, s.� TOWN OF SONG--") Page 11 '° ` siaei al Energy 3771 Nesconset Hwy te Glenn Hooper Suite 101A ® BPI/Resnet Certified South Setauket,NY 11720 tionk) Office(631) 751-7925 Fax(631) 751-7902 Cell (631)767-8828 Energy Efficient Construction Consulting www.energy-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic#43455H I Nassau Lic# H18H0050000 Duct Leakage Certificate Permit#: House address: 2120 N Sea Drive City: Southold Zip: 11971 Conditioned Floor Area (ft2): 1 st floor and basement 3166, 2nd floor 1519 ® Duct tightness testing is not required for this residence as the air handler(s)and all ducts are located within the conditioned space 1 st floor system only Air Handler in conditioned space? Yes El No ❑ Check Test Method: Post-construction test/Total Leakage ❑Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: 1st floor exempt Total duct leakage: (floor area x.04)= 60.7 CFM @ 25 Pa Test Result: 47 CFM @ 25 Pa House PASS ® FAIL ❑ Company Name: Residential Energy Conservation Company Address:3771 Nesconset Hwy,Suite 101A S.Setauket NY. I certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician:Glenn Hooper Technician Signature: D ��`-��� �7 8 DEC 2 7 2018 Pagel TOWN OF SOUM LD FOUNDATION(1ST ww" ;►A FOUNDATION (2ND) �y ► M-r0V r� m . ►, ROUGH1 �© ". « PLUMBINGrm C' F. ,PAP,$,INSULATION Tit i►` 1; - � ENERGYSTATE P . 1 A"I �a l % 7 IT ! I� COMMENTS -Tir,061 MA ADDITIONAL owl) Ark. Aw g I ANINWIMM 14 �.0 t'. • 7 TOWN AWTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL , Board of Health SOUTViQLD'RNY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit AM- Examined- 20 Single&Separate Truss Identification Form Storm-Water Assessment Form `. Contact: Approved 320 Ma' to: Q Disapproved a/c Phone: Expiration _ ,20_j� Building Inspector ICATION FOR BUILDING PERMIT NOV 1 3 2017 Date , 20 INSTRUCTIONS - -, a. Thi"plc�ala„ LST °� mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accura a pot p an o s h'e.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 regulatio ,and to admit authorized inspectors on premises and in building for necessary inspections. - or J, /)(Signature f applicant r name,if corporation) v (Mailing addr ss of applicant) State whether applicant is owner, lessee, agent architct, n ine r ge ral contractor, electrician,plumber or fbuilder Name of owner of premisespelya- J9 (As on the tax roll or latest deed) If applicant is a coo-I @�147 r ' si ature duly uth zed officer M (Name and title of corporate offs ) Builders License No. 0 - Plumbers License No. Electricians License No. 152-,15 -/Ilrl Other Trade's License No. 1. Location of land on which ropo ed wor will be e:' a House Number Street Hamlet County Tax Map No. 1000 Section Block ��� Lot Z� Subd:�v�sit — Filed Map No. Lot 2. State;,existift use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy IIV, A 7 b. Intended use and occupancy / 3. Nature of work(check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost T//D �1� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars -12— 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. •J 7. Dimensions of existing structures, if any: Front Rear Depth Height — Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entir ew construction: Front 1E Rear Depth 3f —cp Height 2 Number of Stories �/�� Rear / 9. Size of lot: Front � 0��2 • y�� Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated to- 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO­y� 14.Names of Owner of premises n ` ! Address ����/ �! P o//e Xo. ��� Name of Architect Address o Name of Contractor a //V Address lf Phone No. / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 NO !/ * IF YES,D.E.C.PERMITS MAY BE REQUIRED. - 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. 18. Are there any covenants and restrictions with respect to this property? * YES V NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� I i being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the I�—d�q4 j /j (Contractor,Agent, orporate Offic r etc.) 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 "gyp USE day of i�7 r 20 'N616ry Public --State of New York No. O1 DE6309287 Qualified in Suffolk County My-Comm. Expires Aug. 11, 2018 No ary Public Si a of plic t OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date. November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2120 N. SEA DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Budding elevations are based on: ❑ Construction Drawings* ❑ Budding Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the budding is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized- Vertical Datum- NAVD 88 Indicate elevation datum used for the elevations in items a)through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 5.60 0 feet ❑ meters b) Top of the next higher floor 14.50 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑ meters d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 14.50 x❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 5.40 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 10.60 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including feet❑5.90 x meters structural support ❑ SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number JOHN T. METZGER 49618 4S OF N NEW�O Title CO it.ME;�- OWNER �d a Company Name PECONIC SURVEYORS PC Address 1230 TRAVELERS STREET � 496 ` City State ZIP Code SOUTHOLD New York 11971 Signature Date Telephone Ext. 11-30-2018 (631)765-5020 Copy I�ages of this Elev ti n ificate and all achments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(inRCHED EM � e a i , per C2(e), if applicable) GAS FURNACHOT WATER HEATER ELEVATION 14.5 HOUSE HAD GARAGE WITH BR AY(FF ELEV. 10.6)672 SQ FT WITH 5 ENGINEERED FLOOD VENTS DEC 2 7 2018 TOWN OF SOU g aY-,a-D FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and (3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JOSEPH BURRASCANO A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 2120 N.SEA DRIVE City State ZIP Code SOUTHOLD New York 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-54-05-45.4 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41 04 35.4 N Long.72 7 02.6W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1594.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 13 c) Total net area of flood openings in A8.b 2600.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 0.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State SOUTHOLD ,TOWN OF 360813 SUFFOLK New York-7 B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO154 H 09-25-2009 AE EL. 12 610. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item 139: ❑ FIS Profile x❑ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source. B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2120 N. SEA DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure) is [:]feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams) of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage (top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments k ❑Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Bok No. Policy Number: NCE COMPANY USE 2120 N. SEA DRIVE City State City ZIP Code Company NAIC Number New York 11971 SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) k S ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 2120 N. SEA DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Phots OW h Photo Two Photo Two Photo Two Caption Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2120 N. SEA DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. .,y Pho Photo Four Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2120 N. SEA DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Pho ee 'r Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Photo Four _ Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 2120 N. SEA DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Three M Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 r ' L APPLICATION a PAGE- 1 n( a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. ECTiON 1• GENERAL PROVISIONS (APPLICANT to read and si"): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3_ If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued_ S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fuMB local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THATL STATE ENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE T MY OVI.EDGE,TRUE AND ACLU TE. �J ' (APPLICANT'S S�*ATURE) DATE SECTION 2 PROPOSED DALOPMEN fro be completed by APPLICANTI AME DR -i--PTPPv4nNE APPLICANT BUILDER ENGINEER:jd 1 F 1 1011,r PROJECT LOQ N: • To avoid delay in processing the application, please provide enoueb information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas. the distance to the nearest intersecting road or well-known iandmark. A sketch attached to this application showing the project location would be helpful. . v e FDP(93) APPLICATION 4 PAGE 2 Of e DESCRIPTION OF WORK (Cbeck all appljcablc boxes) A STRUCTURAL DEVELOPMENT ACTIVITY T UCTURF_ TYPE l.Yt`tew Structure Residential (I-4 Family) ❑ Addition ❑ Residential (More than 4 Family) ❑ AJteration ❑ Noo-residential (Floodproofmg? 13 yes) ❑ Relocation O Combined Use (Residenuai & Commercial) O Demolition ❑ Manufactured (Mobile) Home (in Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S D-,---� B. OTHER DEVELOPMENT ACTIVI'T'IES. CY ill 0 Mining ❑ Drilling GYGrading %%Excavation (Except for Structural Development Checked Above) O Watarcotuse Alteration (Including Dredging and Channel Modifications) (Drainage Improvements_(Including Culvert Work) ❑ Road. Street or mage Construction ubdivision (New or Expansion) Individual Water or Ser System ❑ Other (Please Specily) After completing SECTION 2, APPLTCAAGT should submit form to Local Administrator for resaew. SECTION 3. FLOODPLAIN DETERMINATION fTo be cornolctcd by IACAL ADMINISTRATOR) The proposed development is located on FIRM Panel No.,, Dated The Proposed Development: O Is CIQJ located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 17 Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable O The proposed development is located in a floodway FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED DATE APPLICATION s PAGE 3 OF a SECTION a ADDITIONAL INFORMATION REQUIRED fTo he completed by LOCAL ADMINISTRATOR} The apphcant must submit the documents checked below before the application can be processed ❑ A site plan showuig the location of all existing structures, water bodies, adjacent roads, loi dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor, details of floodproofwg of utilities located below the first floor and details of enclosures below+ the fust floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). O Floodprooftng protection level (non-residential only) Ft.'NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification n from a registered cn&ccr that the proposed activity in a regulatory flood-ay will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINA'T'ION M be completed by LOCAL ADMINISTRATORI I have determined that the proposed activity. A. O Is B.O Is not • in conformance with provisions of Local Law t# . 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE ]f BOX A is gh.C, d, the Local Administrator may issue a Development Permit upon payment of designated fee. If OX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals _ APPLICATION a _ PAGE a OF a APPEALS Appealed to Board of Appeals' ❑ Yes ❑ No Hearing date Appeals Board Decision --- Approved) ❑ Yes ❑ No Conditions SECTION G AS-QUILT ELEVATIONS (To be submitted by APPLICANT before ertdiicate of COmPharicc is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application) Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basementfin coastal h Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. .�; SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMIMSTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? DYES ONO DATE BY DEFICIENCIES? DYES ❑ NO SECTION $• CERTIFICATE OF COMPLIANCEfTo br, complctcd by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Scott A. Russell d° ' � ST 0�]Eb..I��l WA TIE]k SUPERVISOR �'� Z MA\NA\G]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 5.3095 Main Road-SOUTHOLD,NEW YORK 11971 � � Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET 'NOV 2 0 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑D/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. [36 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 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 Tag 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 witFyour Building Permit Application. APPLICANT: (Property Owner, ign Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date District NAME: WifdaMad Ax I Sectton Block Lot i FOR BUILDING DEPARTMENT USE ONLY Contact Infonnatiork c� 7 rt.�nom+ Reviewed By: — — — — — — — — — — — — — — — — J� /J Property Date: Address/ Location of Construction Work: — — — — — — — — — — — — — — — — /p Approved for processing Building Permit. WZ V —Z' S rmwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. I (Forward to Engineering Department for Review.) FORM : SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.* 1000SLMCHAPTER 236 erty (Propowner,Design Professional,Agent,Contactor,Other) Jt Stormwater Management Control Plan CHECK LIST NAME. '1 ( W �ction Biocx of WS % *S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: The applicant must provide a Complete Explanation and/or Reason for not providing IQ -Zy-2v(-I— all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 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. V, EROSION e. Limits of Clearing & Area of Proposed Land Disturbance. Shall include but not be limited to: f Existing& Proposed Contours of the Site (Minimum z Intervals)]5 7 A well maintained Construction Entrance, g. Location of all existing& proposed structures, roads, 7 Wirp Backed Silt Fencing, stabilization & driveways, sidewalks, drainage improvements& utilities. Seeding of exposed and.jor inactoyp roils. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. 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). 1. Location of proposed concrete washout area(s). DRAINAGE INSPECTIONS ARE REQUIRED M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate ' on-site the run-off from all impervious surfaces generated by a two l2")inch that the drainage has been Installed to Code. rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to:include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) ***" FOR ENGINEER[ PARTME U ONLY""" Additional Information is RequisftDINGDErr. l Reviewed & Stormwater Management Co�� ��ete. - - - - - - - - - - - - - - - - - - - - Approved By: - - -Stormwater Management Control Plan is Complete. 1 Date: 11 L9 7 SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert(c town.south old.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: MAY 7, 2018 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE INFORMATION ���0 V NAME: BURRASCANO RESIDENCE V D ADDRESS: 2120 NORTH SEA DRIVE MAY 1 1 2018 CROSS STREET: SOUTHOLD NY 11971 PHONE NUMBER: BUILDINGDEPT. TOWN OF SOUTHOLD PERMIT NUMBER: 42224 ' TAX MAP # District: Section: 'j Lf Block: 5 Lot: liS i I BRIEF DESCRIPTION OF WORK: MODULAR HOME Is job ready for inspection: NO Do you need a Temp Certificate: YES - please send Temp TEMP INFORMATION (if needed) Service Size 200 AMP OVERHEAD 0o New Service YES �I 1 Additional Information DETACHED GARAGE IS BUILT ON SITE �� Town Hall Annex ��. Telephone(631-1802 54375 Main Road Fax(631)734-9502 CD P.O. Box 1179 Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION., PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: _(,,w;V_MI)k ad �W' Location of Property: Ax Please tak otice that the (check app(j�cable line): New residential:structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject prooertyy-reference above will Utilize (check annficable line): Truss type construction (TT) Pre-engineered wood;construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof raming (FR) Signature: Name (persons mitting his form): Capacity (check applicable line): Owner 1" Owner representative TrussResReg15.docx Effective 1/1/2015 / pG SO(/l�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1 179 G S Southold,NY 11971-0959 '�`0 • �� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 16, 2018 Cedar Knolls 900 Marconi Ave Ronkonkoma NY 11799 Re: Burrascano, 2120 N Sea Dr, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: 1. Amended plans required for utility platform and stairs per inspection dated 05/10/2018. s 2 Energy test results required. 3. Final elevation certificate required. Electrical Underwriters Certificate fee of$50.00. Final Health Department Approve Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42224— New Dwelling SUNNYDA OP ID:JC ,4�oRo CERTIFICATE OF LIABILITY INSURANCE DATE(M 10/199/20/20YYY) 17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 631-673-7600 NaME 148 EanCT Susan Goss Saparito Inc. Borg ast Main Street (AIC,No,Ext): A/C,Nal:Borg,Inc. PHONE 631-673-7600 FAX 631-351-1700 Huntington,NY 11743- n�OREss.susang org org.Com INSURERS AFFORDING COVERAGE NAIC# INSURED Cedar Knolls Inc. INSURER A.Southwest Marine and General 12294 900 Marconi Avenue INSURER B. Ronkonkoma,NY 11779 INSURER C. INSURER D. INSURER E. INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR TYPE OF INSURANCE DDL UBR POLICY EFF POLICY EXP POLICY NUMBER (MMIDDIYYXULIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FX]OCCUR GL2017LHBOO510 10/12/2017 10/12/2018 DAMAGE TO RENTED 100,000 PREMISE Ea occurrence $ X Contractual MED EXP JAny oneperson) 3 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY�X PROT- ]LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO OWNED SCHEDULED BODILY INJURY Perperson) $ AUTOS ONLY AUTOSSyyN BODILY INJURY Per accident $ AUTOS ONLY AUOTOS ONLY PROPERTY DAMAGE Per accident $ 5 A UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 X EXCESS LIAB CLAIMS-MADE EX2017LHBOO153 10/12/2017 10/12/2018 AGGREGATE $ 1,000,000 DED X RETENTION$ 10,000 WORKERS COMPENSATIONPER OTH- ANDEMPLOYERS'LIABILITY Y/N TAT UTE I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED ❑ N I A (Mandatory in NH) If yes,descnbe under E L DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space is required) CERTIFICATE HOLDER CANCELLATION TOSHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD o New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 113120755 � Ir A BORG&BORG INC 148 E MAIN ST _� •� HUNTINGTON NY 11743 1 .M % i Scan to Validate POLICYHOLDER CERTIFICATE HOLDER CEDAR KNOLLS INC TOWN OF SOUTHOLD 900 MARCONI AVE 54375 ROUTE 25 RONKONKOMA NY 11779 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12190763-9 838191 02/12/2017 TO 02/12/2018 9/25/2017 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO 2190 763-9, 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.//WVWV.NYSIF COM/CERT/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 THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY 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 J, DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER. 543423273 U-26.3 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. PROPOSED RAIN RUNOFF CONTAINMENT 1000-54-05-45.4 SCALE.' 1'- 50' HOUSE = 1664 SQ.FT GARAGE = 960 SQ.FT APRIL 7 20152624 SQ.FT MAY 12, 2015 (B.O.H.) LANDWARD EDGE OF FRESHWATER WETLANDS AS DETERMINED BY FEBRUARY 14, 2017 (PROF' HOUSE) 2624 x 1 x 0.17 = 446 CU.FT SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON MARCH 24, 2015 MARCH 1, 2017 (CER77RC417ONS) DRIVWAY PERVIOUS = 1590 SO.FT. MARCH .30, 2017 (REVISIONS) 1590 x 0.8 x 0.17 = 216 CU.FT 662 CU.FT. 662/42.2 = 15.7 VF n � s I PROVIDE[4]DWs 80 x 4' DEEP Is H11V3H•Oo,jins 1 R / / 3 1 N/O/F hQpy! llI, a DMEZLAVG MI7H P(�tC WAIpQ ,r W 3 d I 3 ^' _ 1 / O clz—z—z—z—,�—z—z—z—z— 1 117?' U .z I wnE Face —x—x—z—z—z—x a QI W 0 � � �8{ J 3 A Xj �� ZONE AE l I !2 feet) ZONE AE I X I Z Q' W 1YtCTaypa 6010' Q. WWA Itmy 1 I _Z Q WCCZ I j TES T 1�f,�y�� C ` a. W ` J O rki -ue !,-,44 I auntyLP Q I IDRIVEWAY `` Z 6-4 I PROPOSED (PERVIOUS) i % I _ I _ 3 5' 15ypn EASEMENT 3 Z211211' VAST ' NSA AM Nrn 1 SUFFOLK (�fjUV"!Y DEPARTMENT OF HEALTH SERVICES I PEPM1_ FOR APPROVAL OF CONSTRUCTION FOR A 1 w` I S.'NGLL FAMILY RESicKNCE ONLY 1 DATE 7 {2 (7 / APPROVED RE! No X10—17 0033 ��2� ZEST HOLE DATA 1 • Md)°"�n�GE6S0ENCE FOR AX{MUM OF BEDROOMS EL �7 BROWN LOAMY SAND sv a5, XPIRE YEARS FROM DATE OF APP — PALE BROWN RNE SAND SP S .-.--.- -•- ..ROYAL — 2• .� � GERTITItO TOS PALE BROWN FINE TO COARSE SAND SW 5TEWAKT TITLE IN5URANGE COMPANY W7H 10%TRAVEL TITLE NO ADA-03089-5 EL. D.4• — 4.3' JOSEPH J. DURRA5GANO JR. w DONA 15URRA5GANO WA7ER IN PALE BROWN nN£TO COARSE SAND SW WITH IDX GRA VR EXCAVATION INSPECTION REWREU FOR SANITARY SYSTEM II• NOTE.• WATER ENCOUNTERED 4.3'BELOW SURFACE BY HFAL"H DEPARnWENT SEP77C SYSTEM DETAIL Apr mSC" F.F. EL 16.0' OUT • = PIPE FIN/5FED GRADE EL. 7.3' EL CLS' ■ = MONUMENT • MIN SONARrfit 11 I.E. 6%0N. "4.', ARY CH/AAEY = WETLAND FLAG. 6,0• L E 12 I'M ® = PROPOSED ELEVATION V4' PER F007 5.7 18" I.E ®®10 a MINIAII.M PITGH MIN4' DU. PIPE 5�T78' PER FOOT IE UX Mz 2.'WL M/N/Al1.M PITCH 3.0 ®®M FLOOD ZONES FROM FIRM 6103CO154H 1144' 01A. PIPE Ma Effective Date: September 25, 2009 min. (61 8' 1 LEAGHING POOLS P P del• 2•min. r _ ELEVATIONS ARE REFERENCED TO NAVD "88 DATUM. e10- AL_PRECAST SEPWATER EL 04 �F w IJ!E TIGTANKLaEP AT 4' L/PUID TH - ---- H/Gf£5T EXPECT - {- ` •{ -' I am familiar with the STANDARDS FOR APPROVAL , t AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES % F and will abide by the conditions set forth therein and on the permit to construct. EM PROPOSED SEP77C SYS7 5 BEDROOM HOUSE -A The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. 1-PRECAST 1500 GALLON SEPTIC TANK y- A,,� �. 9-80 LEACHING POOLS 2' DEEP $x WITH 3' SAND COLLAR 3' MIN.VEABOVE ()II AALA LIC N0. 49678 ANY AL7ERA770N OR ADD1770M TO THIS SURVEY IS A NDLA710N GROUND WATER OF SEC77CV 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. ,-,_ .. IC SUR VE `PC. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77F7CA770NS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY lF P 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR r� q WHOSE SIGNATURE APPEARS HEREON AREA= 40,903 SO. FT 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 15 118 I � ATE OGT06ER to, 2017 JOHN T METZ&EK 1111.111 I RA 1RRASf.ANn IR N.Y.S LIG NO 49618 SURVEY /1 T1 T1T'7�1 T17"rT'1/77Tf (rrLic ANT - SU V,rj Y O PROP R 1 .G.T.M. #- 1000-54-05-45.4 PEGONIG 5URVEYOR5, P.0 2120 NORTH 5EA DRIVE (631) 765-5020 FAX (631) 765-1797 A T SO UTH0LD ROPERTY P O 60X 909 01)RE55 SOUTHOLD, N.Y 11971 1230 TRAVELER STREET TO WN OF SO UTHOLD SOUTHOLD, N.Y. 11971 SUFFOLK COUNTY. N. Y. 1000-54-05-45.4 SCALE. 1' 30' APRIL 7, 2015 � l el MAY 12, 2015 (B.O.H.) 0,�So FEBRUARY 14, 2017 (PROP. HOUSE) 4,, oc MARCH 1, 2017 (CER77FICAT/ONS) 4- �� O,r MARCH JO, 2017 (REVISIONS) 0i AUGUST 09, 2017 (TOPO. & MONUMENTS) SEPT. 7, 2017 (REVISIONS) 0 Cc- 04 5,11- OCTOBER 12, 2017 (STORM WATER MANAGA4E S + P° O� �j+/ sop SFr Cr \+\\x� �y� s jr LL C. 1;Tel 7r C J \Oo \ MIS 0� / RF� \+\+ F� + / �� x)� y �0 S + b! try �� OQ�� cr Q�� V a ---�---- - / =�' �` / ! R PROPOSED RAIN RUNOFF CONTA/NAS �Qa d O RqO� \�,// I \� (b O`1 k" eco I �- I o^ F� , / HOUSE = 1878 SQ.FT. Q 0, } _ / �j GARAGE 672 SOFT. t O � 1, 11 1 /2� � �O J�0 2550 SQ.FT. 2550 x 1 x 0.17 = 434 CU.FT. •O• DRIVWAY PERVIOUS = 1359 SQ.FT. I V v T. j s \Q 1359 x 0.8 x 0.17 = 185 CU.F — s I o / V Q� 619 CU.FT. \ + / DRAINAGE INSPECTIONS ARE REQUIRED 619/42.2 = 1 VF Contact TOS Engineering at 765-15b0 befvlDE [8] DWs 80 x 2' DEEP +\+ \ \ / �, ����+} J Backfill, OR Provide Engineers CertificatlSAY WELLS CONNECT TO HOUSE qsF� \+\ \ �� j,e�/ that the drainage has been installed to CodiWTH GUTTERS & LEADERS PROPOSED SEP77C SYSTEM 5 BEDROOM HOUSE 1—PRECAST 1500 GALLON SEPTIC TANK 9-80 LEACHING POOLS 2' DEEP WITH 3' SAND COLLAR 3' MIN. ABOVE EROSION &SEDIMENT CONTROLS GROUND WATER Shall include but not be limited to: .�7, F� ` +\+ �Cb A well maintained Construction Entrance, s9, Wire Backed Silt Fencing, stabilization & s Seeding of exposed and/or inactive spill, ,y tir \ CERTIFIED TO- APPROVAL OF STOR ATER MANA( / 5TEWART TITLE I N5URANCE COWANYCO�ROI PLA - �nrn °k h r TITLE NO. ADA-03059-5 Date: ZR ASF J05EPH J. 6URRA5CANO JR. Approv by. DONA f5URRA5CANO 0J OQ �,r NEW), 0 MET2G,�'f' ND SW ,O AREA= 40,903 SQ. FT. OARSE SAND SW k O NO ce �\ l am familiar with the STANDARDS FOR APPROVAL N. YS LIC. NO. AND CONSTRUCTION OF SUBSURFACE SEWAGE PECONIC SURVEYORS, P.C. n �nn�.I -, --- 1. 1-1 - -. . .•. . . --- - - --- /--Z1) 7--AZ C/17/1 CAV /c 711 +rrMAX aIII,c, I CHAPTER 7`1(j COMPLIANCE 8"THK:K PRECAST ,. _ i S _RM•� ..ER ...._. _ ......_R .L.. CONCRETE TRAFFIC ---_--- G 15T`Nr raASS WA&31 TER DETAILSnT CONC!G.7: SWALE AREA GRASS SHOULDER AREA. TYPICAL CASTTEI ONFINLE '� 1 f�. .7GRA �f" GRADE GRADE PERSPECTIVE VIE 10 _ .fit a::a:p1�'.tw;I�.S.^t1.:yi. '�tij•;t \ SCALE: NTS = 030=® ® CLEAN SAND h —_ 1313 0®® CN — GRAVEL \ a 0®®®® I III= 2E" MINIMUM 2 x 2 LllJ—_7(VIII FENCE POST CLEAN$AND A GRAVEL =III II WOVEN WIRE FENCE e' DIAMETER x 2' IE x E • 10 Ila WWF) i GRouND DEEP \ WATER PRECAST CONCRETE FILTER CLOTH /yam 8'-0" Dia. 2'-0" LEACHING RING. H n. n. sCO"t J 0 EMBED FILTER CLOTH / MIN. 8" INTO GIROUND Typical Section @ Leaching Pools .;� NATE: L �� O�J� GRASS SWALE DETAIL Scale NTS \ MAXIMUM DRAINAGE AREA J/ 112 ACRE 1 100 LINEAR FEET SECTION DETAILA yy X�t SILT FENCE DETAILS \ 0 SCALE: NITS \ Q \ <v <> SO'MIN. / BUT SUFFICIENT TO KEEP /U�U � SEDIMENT ON SITE � / �� o�` HAY BAIL AND/OR SILT FENCING - <wUJI O 06 40La 0 xx O M JCONSTRUCTION ENTRANCE-FOUNDATION 6 ` ! OF COMPACTED 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED RCA FILLT018"(Min.)ABOVE EXISTING GR HAY BAIL AND/OR SILT FENCINGC G� PLAN VIEW F�gY GRADE EXISTING ROAD HAY BAIL AND/OR CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED ^, yT� 0 Y0 \ SILT FENCING 3/4?'STONE BLEND ORN.Y STATE D.O.T.APPROVED R.CA 'V QCT +mak\ FILLT018"(Min)ABOVE EXISTING GRADE FOR DRAINAGE. � • CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE �0 SCALE: NTS tiF G, --Q��= PROPOSED CONTOUR • REBAR r ■ = PIPE ■ = MONUMENT TEST HOLE DATA Mc00N0 ALD 15lENCE = WETLAND FLAG. • EL. 4.7' BROWN LOAMY SAND 5 — 0.5' PALE BROWN FINE SAND FLOOD ZONES FROM FIRM 6103CO154H — 2' Map Effective Date: September 25, 2009 PALE BROWN FINE TO CC WITH 109 GRAVEL ELEVATIONS ARE REFERENCED TO NA VD '88 DATUM. EL. 0.4' — 4.3' The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. WATER IN PALE BROWN I WITH 109 GRAVEL ANY ALTERATION OR ADDITION To THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW 11, EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF NOTE.• WATER ENCOUNTERED 4.3' BEC �+­ ++er' nn aCAD ruc' IAAPRI-CCFn SF-AI OF THE SURVEYOR DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 ROSSANA RoSADO TELEPHONE:(518)474-4073 SECRETARY OF STATE WWW.DOS.NY GOV February 27, 2018 Westchester Modular Homes, Inc. Attn: Michael Hatcher 30 Reagans Mill Road Wingdale, NY 12594 RE: M0659 — Insignia Order Dear Mr. Hatcher: Issued herewith in response to your request dated February 23, 2018 are the following Factory Manufactured Building Insignias of Approval as authorized under Part 1209 of the State Uniform Fire Prevention and Building Code: Insignia Serial Number: 19 69247 Check number 143112 in the amount of$750.00 was received in payment of the associated fees for 6 Insignias @ $125.00 each. Of which, $125.00 was allocated toward this order. These insignias are solely for use by Westchester Modular Homes, indicating Single Family Dwelling (Burrascano Residence) occupancy, with approval number M0659-2018-034, which has been manufactured in accordance with Department of State plan approvals and the 2015 IRC with the 2017 NYS Uniform Code Supplements. In accordance with the requirements of NYS Regulation - Part 1209, the manufacturer is to report monthly with respect to the disposition of each insignia issued. Please continue to submit the Monthly Insignia Reports via email. Sincerely, V v ,,• P iil f .,_ Don Thomas Jr., AIA Senior Architect Enclosures NEWYORK Department STATE OF OPPORTUNITY of State saw=- MOWS Reliab 47-M.I MM WN k 1 i robust cor&MIMM& M NOW R �- '- F' ;AND EAS Y ACCESS oi Gain convenient,easy and reliable access with the Savaria Multilift,vertical platform lift.The Multilift easily accommodates a wheelchair with a capacity of up to 750 lbs. Built with durability in mind,the Multilift is up for the challenge of tough climate conditions.You can count on this lift for reliable performance and ease of operation. An ideal deck lift for home use,the Multilift is approved for certain commercial accessibility projects as well. Ilk )J, ACME screw drive with back-up nut for strength and precision of movement Self-supporting base and tower structure houses mechanical components (42" not self supporting) Travels safely and smoothly at 8 feet per minute(.04m/s) '—" Handles up to 750 lbs with 42 1/8"side guard panels Constant pressure controls for operation with key access on car and call stations Underpan sensors to stop the lift if it senses an obstruction and emergency stop button on car Robust,non-skid,zinc-coated platform available in 3 standard sizes with an optional 36"and 42"wide platform (42" not self supporting) Automatic access ramp(16" residential,24"commercial),field reversible to suit lire"` installation need Manual hand crank to lower or raise platform in case of power failure with optional battery back-up operating system to allow full functionality of the lift for emergencies Y, Weather-resistant lock available for outdoor installations(Savaria WR-500 lock) V Add optional grab rail,platform gate,fixed access ramp,90-degree exit or emergency light and alarm on car Applications Residential (indoor/outdoor),commercial*(U.S.A.) Capacity 750 Ib(340 kg) Maximum travel distance 48"(1.219 m),optionally 72"(1.829 m) Platform sizes available(standard) 34"x 48" (863 mm x 1219 mm),34"x 54" ��I�III t (863 mm x 1371 mm),34"x 60"(863 mm x 1524 mm) 36"and 42"wide platforms optional (42" not self supporting) Speed 8 ft/min (04 m/s) Drive 1 hp 110 VAC,or optional 1 hp 24 volt battery back-up system Warranty 36 months parts,ask dealer for details *complies wrth ASMEA 18 1(US),and 8.355&8 613(Canada),stare and local codes may differ,please consult your local Savaria dealer The Savaria Multilift is also available to suit specific installation needs including enclosed units,mobile and three-gate applications. Authorized Savaria dealer www.savaria.com 2 Walker Drive,Brampton,ON L6T 5E1 Canada 800 661 5112 905 791 2222 ,. .i m.i4..,s eveiY eBnrt n,{'uhhtih e n,,te ininrmation',pay mo,,nd option,nre aUhj.,t t� il-Jy -thuut note N ro i l I n_avrma Crn p„ran,n s HDISTWAY CEILING NOT REQUIRED (OPTIONAL) ON UNENCLOSED UNITS 51 1/4" FINISHED RUNWAY1 �(�� 3/4" LENGTH RUNNING CLEARANCE 48" CLEAR INSIDE--+� CAB LENGTH v B 3/4" 10 1/2" a n > O TOP OF MAST or 37 /4" � NLa7 ti •_ ~ HOISTVAY ENDWALL NOT REQUIRED (OPTIONAL)ON LANDING 2 c HDISTWAY ENDWALL NOT m UNENCLOSED UNITS ?§ = REQUIRED (OPTIONAL)ON I,JI yf& iu „�, ;Q 'j _ •UNENCLOSED UNITS sa m a f �Q:! III F-i.-G,',I.r F. � N 0 3 F.- mm, o I \ LANDING I / I 1 24 7/811-1 ELEVATION B-B TYPICAL PLAN PRELIMINARY DRAWING ONLY CPMNGES REQUEST, DRAWING APPROVAL1 L THIS DRAWING REFLECTS OUR INTERPRETATION IF THE DIFpIMATION 2. PROVIDED BY THE DEALER ON THE ORDER FORK THIS Vf RMATWN 15 THE DEALER'S RESPONSIBILITY,AND IS THE OASIS FROM WHICH THIS UFT IS 3. OESIONED AND INNUFACTURED pft TE INDICATE THE REQUESTED ACTION BY eH IGNEG ONE W THE FOLLOVDIG BO%ES AND SIGNING BELOW m 4• OFFI( USE N Y. PaH Na M U L T I L I F T AUTHORIZE COMPLETION OF THIS ORDER. APPROVED WITH NO,EXCEPTIONS alum %umBISIr. 010 1 2 9 O 0'9 MANUFACTURE PRODUCT AS WAVING SIGNATURE, DATES IOU108QISTMr ks 4m [81QBR OSE TK PMV IS AFPRWVM AH GKLLAT=PRS WILL MPLY � APPROVED WITH EXCEPTIONS, NO REAPPROVAL s P Y \/A T F- T 07/17/1 DAT( REQUIRED MAKE(MANGES AS NOTED,NO REAPPROVAL DRAWING REQUIRED RDR/MTQ 26/18 I Q,' rtc . GENERAL ARRANGEMENT 2 1 2 0 N O FR T A S E A I D R �E-- 07 KMR BT CMS CHHAANGM ANOTED,i ,SEun Pca�ECTEDLDRAWING FOR REAPPROVAL BEFORE MANUFACTURE VERTICAL WHEELCHAIR PLATFORM LIFT S OJ T'LV---j O L_ D , N Y 1 1 J -7 1 P-OOOOOO I ❑F PROVISIONS BY OTHERS SPECIFICATIONS GENERAL ELECTRICAL GENERAL CONTROLLER HOISTWAY - THE HOISTVAY MUST BE DESIGNED AND GENERAL- ELECTRICAL EQUIPMENT AND WIRING TO COMPLY WITH CLASSIFICATION, Vertical Nheelch*Platform Lift MODEL, MULTILIFT BUILT IN ACCORDANCE WITH 'SAFETY STANDARD FOR SECTION 38 OF CSA C22.1 (CANADA) I3R SECTION 620 OF NEC APPLIED CODE, R e s 104 e n-c I a l TYPE, CPFS PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS' OR 'SAFETY ANSI/NFPA 70 (USA). MODEL, Multillft ETL #1 94307 CODE FOR ELEVATORS AND ESCALATORS' AND ALL STATE POWER SUPPLY-120VAC, 20A, 60HZ, IPH CIRCUIT THROUGH A CAPACITY?SPEED, '/ lbs (340 kg) CONTROL VOLTS, 24VAC/12VDC AND LOCAL CODES. rein (0.04 CONTROL AMPS, 1 A 36. mm) FUSE DISCONNECT WITH AUXILIARY CONTACT ON MAIN POWER TRAVEL, 36.25" (921 rnra) AMPS, 15 PLUMB RUNWAY- DUE TO CLOSE RUNNING CLEARANCES OWNER/ SUPPLY, PROVIDE TWO 18 AWG CONDUCTORS BETWEEN CONTACT PIT DEPTH, 0" (0 mm) MFR., SAVARIA AGENT MUST ENSURE THAT HOISTWAY AND PIT (WHERE PROVIDED) AND CONTROLLER, PLATFORM SIZE, 36"X 48" (914 mm X 1219 mm) ARE LEVEL, PLUMB (-/+ 1/8" (3 mm)) AND SQUARE AND ARE IN LIGHTING-LIGHTING OF 100 LX MIN, AT PLATFORM AND LANDINGS. POWER SUPPLY, llOV,15A,60Hz,SINGLE PHASE ACCORDANCE WITH THE DIMENSIONS ON THESE DRAWINGS. LIGHTING WITH SWITCH AND ELECTRICAL GFCI OUTLET IN BATTERY BACK UP, No MINIMUM OVERHEAD CLEARANCE- OWNER/AGENT MUST HOISTWAY PIT. SUSPENSION, ACME SCREW 25mm ENSURE MINIMUM OVERHEAD CLEARANCE IS IN COMPLIANCE WITH CODES. POWER UNIT CONSTRUCTION SITE- OWNER/AGENT TO PROVIDE ALL MOTOR, 1.0 HP, 110/115 VAC MASONRY, CARPENTRY AND DRYWALL WORK AS REQUIRED AND SHALL PATCH AND MAKE GOOD (INCLUDING FINISH PAINTING) ALL ENTRANCES DOORS / GATES / CALL STATIONS AREAS WHERE WALLS/FLOORS MAY REQUIRE TO BE CUT, DRILLED UPPER LANDING GATES- WHERE REQUIRED, SMOOTH SOLID OR ALTERED IN ANY WAY TO PERMIT THE PROPER INSTALLATION BARRIERS ARE TO BE SUPPLIED AND INSTALLED ON BOTH SIDES OF THE LIFT. OF ENTRANCE AT UPPER LEVEL AND MUST BE A MINIMUM OF DOOR TYPE Pkatform Gace 42, Ih Upper Lndo Gate DIMENSIONS- CONTRACTOR/CUSTOMER TO VERIFY ALL 42' (1067 mm) HIGH. ENTRANCE ASSEMBLY MUST BE IN PLACE PRIOR ENTRANCE S[DE n DIMENSIONS AND REPORT ANY DISCREPANCIES TO OUR OFFICE TO THIS PROVISION. DOOR SWING lh r DOOR INSERT Steet PcLr-IL-r t ¢ w-- IMMEDIATELY, FASCIA PANEL BELOW UPPER LEVEL ENTRANCE- LOCK TYPE WR500 Lock4V W 00 ock ( V) STRUCTURAL WHERE REQUIRED, FASCIA PANEL MUST BE FASTENED TO A SOLID AUTO DOOR OPENER Not A llcab(e Not A llcable WALL AND BE PERPENDICULAR TO THE FLOOR AND WALLS. IN FRAME CALL STN. no es FLOOR/SUPPORT WALL LOADS-STRUCTURE TO ANCHOR CALL STN. TYPE al/ en Button al/en ut ons A CRANK SHAFT AND SAFETY HARNESS, WHERE APPLICABLE/ HOISTWAY FASCIA IS NOT SELF-SUPPORTING FOR LONG, CONTINUOUS CALL STN, KEYED f Pos, emoveable f Pos, emoveable NEEDED, TO BE PROVIDED BY CONTRACTOR. RUNS VOID OF ENTRANCES. ADEQUATE SUPPORT FOR THE FASCIA CALL STN. STOP BUTTON CONTRACTOR TO ASSURE THAT BUILDING AND SHAFT MUST BE PROVIDED. CALL STN. MOUNTING Surface Moue enot lush Mount WILL SAFELY SUPPORT ALL LOADS IMPOSED BY THE LIFT ENTRANCE ASSEMBLIES- ENTRANCE ASSEMBLIES MUST BE INSULATED PRODOOR KIT I No I No EQUIPMENT REFER TO THE LOAD DIAGRAM ON THIS DRAWING. ADJUSTED TO ALIGN WITH PLATFORM AND INTERLOCK EQUIPMENT, e+sT MAST TO BE SECURELY FASTENED- WHERE REQUIRED OTHERS TO ALLOW AN ADEQUATE ROUGH OPENING, THE MAST MUST BE SECURELY FASTENED TO THE STRUCTURAL RETURN WALLS- RETURN WALLS AT ENTRANCES MUST BESIDE,A n�rraar SIE C SUPPORT FLOOR. REFER TO FLOOR SUPPORT LOAD DIAGRAM ENTRANCE LOCATIONS AND ANCHOR DIMENSIONS ON THIS DRAWING, NO WALL LOADS BUILT-IN BY OTHERS AFTER ENTRANCE ASSEMBLIES ARE IN PLACE. ^ SINCE THIS UNIT CAN ONLY BE FREE STANDING, ENTRANCE ASSEMBLY MUST BE SECURELY FASTENED TO LILJI] WALLS. WHERE DOORS ARE REQUIRED- SUITABLE LINTELS MUST SIDE B BE PROVIDED BY OWNER/AGENT. DOOR FRAMES ARE NOT DESIGNED OPTIONS PROVIDED TO SUPPORT OVERHEAD WALL LOADS. FREE STANDING UNIT FLOOR SUPPORT LOAD DIAGRAM TOUCH UP PAINT, 1 cans) RAMP, Auto Rar+p BUILDING] Private Building EXTRA KEYS, 37 (959] -� UNDERPAN SENSOR, yes SAFETY PINS/BLOCKS, no 8j [210] EXTERIOR UNIT , Yes MANUAL LOWERING DEVICE, yes R3 UNIT COLOUR, Standard Colour -Beige PIT SWITCH, no 30 (778] FLOOR, Anti-Skid Grey PQIn$HONE, no FLOOR T❑ FLOOD SWITCH, no HAD SUPPORT LOAD FOLD SEAT, no R3 OFI 3000lbs(13,3kN)m Cl *(INCLUDES IMPACT) I� II OFFICE USE ON Y. Awa MULTILIFT wFump1 0.0 vim,w.1 2 90 0 9 ON ' I I I I nuc an Sm IFS42211 ON M AY 4,-r 0 R L_I F--r07/17/1zih " :8LJRRASCAN2 RESIDENCE 007%26%48 � ,` a r ici~ 4 ANCHOR � 35b C9027� Oa [014] DATA SHEET 21:20 NORTH SEA 17FRI�/E POINTS VERTICAL WHEELCHAIR PLATFORM LIFT S O lJ T " O L_ 3:) Y 1 1 9 1 "'P-000000 2 OF NOTESt Au DRYWALL IBR PARGING(BY OTHERS)AS REO'D. B,SEE DATASHEET OF THE INSTALLATION DRAWING FOR r�r LANDING ENTRANCE SCHEDULE. HALL CALL C.ALL INFORMATION IS SUBJECT 70 CHANGE. (OPTIONAL) GENERAL SPECIFICATIONS, a EACH LANDING ENTRANCE SHALL BEN SUPPLIED AS A • 2AO' RINFOFINISHED ASSEMBLY WITH ATE AND FRAME BLANKED, DETAILED,READY F AND TAPPED FOR ALL COMPONENTS DETAILED,READY FOR INSTALLATION. -DIFFERENT PANEL INSERT MATERIALS ARE OPTIONAL. -DIFFERENT LOCKS SUCH AS GAL,17R WRSOO ARE[IPTIOIML. -MANUAL ATE-HYDRAULIC DOOR CLOSER IS PROVIDED. i'l -- ii RUNNING =1. CLEARANCE 0.50' C13 nn7 WR500 MUM L LAB GAL LOCK ® (OPTIONAL) SILL.5'C6—3 VERTICAL SECTION SIDE VIEW (33.25' 1845nnI CLEAR OPENING) 2' C51 nn7 FRONT VIEW 36' 1914 nn] ' --ENTRANCE WIDTH -� 3' C76 nn] 3' C76 nn] 42.25' E1073 nn] 2' [51 nn7 36' E914 nn] -� WALL ATTACHMENT ENTRANCE WIDTH (8X) 448 X 3 FH SCREWS (SHIM AS REQUIRED) 3' 176 nn7 3' 176 nn] 42' 11067 nn7 ANGLE SILL, SCREW ON WALL HORI20NTAL SECTION LD'T PLATFPDI— OFF/ E USE OONOY.' PaA Nw M U L T I L-I F T POST �] SLAM POST RmBc,D�B 0� 10.0 `'d"^'"a129O09 Second Levet Door ->� AY 4,-r R S. I_IF- T / BLJRFRA,SCAt-JI� RESIDENCE 07/26/18 6 sayra r , RIGHT HAND SWING 2 1 2 o fV I-1 R T H S E A D R I�/E VERTICAL WHEELCHAIR PLATFORM LIFT S p U T I--I O L_ D , IVY 1 1 9 7 1P-000000 3 OF 3 REScheck Software Version 4.6.4 Compliance Certificate Project COLONIAL #17151 Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family �3 Project Type: New Construction Conditioned Floor Area: 3,104 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number Construction Site: Owner/Agent: Designer/Contractor: 2120 NORTH SEA RD BURRASCANO CESAR LARREYNAGA SOUTHOLD,NY 11971 CEDAR KNOLLS WESTCHESTER MODULAR HOMES 900 MARCONI AVE 30 REAGANS MILL RD RONKONKOMA, NY 11779 WINGDALE, NY 12594 Compliance: Compliance: 7.4%Better Than Code Maximum UA. 462 Your UA. 428 Maximum SHGC. 0.40 Your SHGC. 0.31 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Raised or Energy Truss 1,584 38.0 0.0 0.025 40 Wall 1.Wood Frame, 16" o.c. 2,852 21.0 0.0 0.057 131 Window 1: Wood Frame:Double Pane with Low-E 435 0.300 131 SHGC. 0.31 [2]S4816 DOORS: Solid 40 0.190 8 [21 PS61611: Glass 84 0.290 24 SHGC: 0.33 PERIMETER BEAM BETWEEN FLOORS:Wood Frame, 16"D.C. 240 12.0 0.0 0.085 20 Floor 1. All-Wood J oistfrruss:Over Unconditioned Space 1,584 19.0 0.0 0.047 74 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. CESAR LARREYNAG cepa'b 11/30/17 Name-Title Signature Date Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC 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 & Re .ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the UP building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2J2 on loads calculated per ACCA Cooling Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 2 of 9 Section #N Foundation Inspection Complies? Comments/Assumptions &Re .ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 'protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified #i Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, []Not402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or 191, taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable []Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440^ ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402,4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= R-6 where< 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 14 ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not 4 below 55 QF are insulated to>_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not J ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. - ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value ValueComplies? Tc- & omments/Assumptions Re .ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not -14 provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable 1k#1' ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the V underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation U-) requirement applies(FR10). E] Steel E] Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 (Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies (F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI311 insulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F[17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ftz ❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handier enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handier leakage designated ❑Complies [F12411 by manufacturer at<=2%of ❑Does Not design air flow. []Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified #1 Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water _ [-]Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 'Electric heat trace systems '❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the [:]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that '❑Complies [F130]2 'have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ❑ lighting. Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified #1 Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: COLONIAL#17151 Report date: 11/30/17 Data filename: Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.29 0.33 Heating Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments Job Truss Truss Type City Ply West Chester 212 861131 HMD22402 `HINGE MONO 1 1 '5HS--16 -15 Universal Forest Products Inc.,Grand Rapids,MI 49525,Steve Minahan I 8.030 S 2016' i ek ndustnes,nc. 0 Dec 22 13:18:28 2016 Page 1 of 1 Copyright 02016 Universal Forest Products,Inc.All Rights Reserved 15-8-0 012-0 'V0_13 6 5 T3 .� 4 5.00 12 12A 13 40 10 p-18 3x7 , - I L0 (ONE SIDE) T2 �', 3x7 tfl' 32� W3 2 3 1 ,. S_MH18D �' 1 T1i -- ---- _--- 2 SMH18E -131 13.5x5 9 2x61 - --- 3x6= - 8 - 7 1 _ _ .- - - 10 - - --- - - 2-4--8 15-8-0 Plate Offsets (,,Y)- 12:0-4-0a-0 3:0 2-10,031z1 70 0 00-101,(8 09.2 04,0-�-0] SPACING-:2-0-0 SPACING.,1-4-0 SPACING=1- -0 - - - - - - ---- - _ �- LOADING(psf) LOADING(psf) LOADING(psf) SPACING. 2-0-0 CSI. DEFL, in ([cc) I/defl Ud PLATES GRIP TCLL 38.1 TCLL 57.2 TCLL 76.2 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.29 8-9 >641 240 MT20 197/144 (Ground Snow-55.0) (Ground Snow--82.5) (Ground Snow--I 10.0) Lumber DOL1 15 BC 0.50 Vert(CT) -0.62 8-9 >301 180 MT18HS 197/144 TCDL 10.0 TCDL 15.0 TCDL 20.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.02 7 n/a n/a BCLL 0.0 ' BCLL 0.0 ' BCLL 0.0 Code IBC2015/fP12014 MaNx-R Weight:831b BCDL _ 10.0_ BCDL 15.0 BCDL 20.0 FT 20% LUMBER- - - - - - - - -BRACING- -- - ------ - - -- -- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 cc purlins. T2:2x8 SPF No.2,T3:2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-10-10 cc bracing. BOT CHORD 2x6 SPF 21 OOF 1.8E WEBS 1 Row at midpt 2-8 WEBS 2x4 SPF Stud*Except* W2 2x4 SPF No.2 REACTIONS. (Ib/size) 1=949/0-3-8,7=864/0-3-8,6=-0/Mechanical Max Horz1=411(LC 12),6=163(LC 19) Max Uplift1=413(LC 12),7=-62(LC 12) Max Gravl=1025(LC 19),7=1060(LC 19) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2210/848,2-3=-829/167,3-10=700/90,4-10---494/99,4-5=-286/94,5E=185/106 BOT CHORD 1-9=-1197/1741.8-9=-1197/1741,7-8=-243/336 WEBS 2-9=0/679,2-8=-1422/961,4-7=-872/633 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-in) 4=872/633/0/0,5=228/103/102/0 NOTES- 1)Wind.ASCE 7-10,VuH=140mph(3-second gust)Vasd=111mph @24in o.c.,TCDL=3.Opsf;BCDL=3.Opsf;(Aft.171mph @161n o.c.,TCDL=4.5psf, E-Signed by Kevin Freeman 'i BCDL=4.5psf);(Aft.180mph @12in o.c.,TCDL=6.Opsf;BCDL=6.Opsf),h=30tt;Cat.ll;Exp D,enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MViFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL.ASCE 7-10;Pg=55.0 psf(ground snow);Ps=38.1 psf(roof snow),Category ll;Exp D.Partially Exp.,Ct=1 1 ��O F N E y 3)Roof design snow load has been reduced to account for slope. n O 4)Unbalanced snow loads have been considered for this design. 5)All plates are MT20 plates unless otherwise indicated. �P FR�n 6)See HINGE PLATE DETAILS for plate placement C.7 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. '17 8)All additional member connections shall be provided by others for forces as indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Moll fit r cc between the bottom chord and any other members. -' 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 Ib uplift at joint 1 and 562 Ib uplift at joint 7 SCI 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI1TPI 1. 2 13)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 0 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service. O '86 15)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary �p v supports.All field-instailed members must be properly fastened prior to applying any loading to the truss.This design anticipates the final set position ROFESSIONP� 16)Revision of HMD22401,changed wind,exposure. The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 12/22/2016 not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc:. 2801 EAST BELTLINE RD,NE PHONE(616)-364-6161 FAX(616)-3650060 GRAND RAPIDS,MI 49525 Truss shall not be art or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available fr❑m WTrn 6300 Enterprise-I N,Madison WI 53719 I-lwpportUdekSupptk1 mplata'ufp tpe -- - - - - ---- - - - - -- UNIVERSAL FOREST PRODUCTS, INC. Job Truss Customer MFG 86113 HMD22402 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,,�Nn1111UgII►i `��1 1 1 1 1►�� ,,`�.♦`�F• ...... , A.,4 OF tijq'�,i� �'\A OF M NEW/I �iG: r o KEVIN W. `o:t� v:�% f KEVIN W. _ N KEV N W. m z — S FR MANco *. FR MAN * _ F MA � I cn CENg�c•' ',,,'ss► QEN ON n •* �,`,, ' NALE �?` s`S/CNAL ENG\ NAV- 'If11111`\♦ d NWME� p♦♦��uuuq►y► �� 0 ,44 KEVIN W. FREEMAN ,,.♦A' OFVE&" REGISTERED `��J��P`�W• FR� Qti V ROFESSIONAL .�►s KEVWOO N No. 7445 __" *:Y N .8024 Z' U I ITEREDESSIONAL ENGINEER ''�.`:;S�ONCIVIL ►►►►111111 Corporate Engineering 2801 East Beltline. NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 nfni enm 17151-SW.xis 11/29/2017 SHEAR WALL DESIGN: 2015 WFCM(ENGINEERED METHOD) SERIAL# 17151 NOTE LOCATION Main House Floor 2 2nd Floor DESIGN CRITERIA Wind Speed 3-secgust) 135 mph Roof pitch(on 12) 5 5, 7, 9, or 12 Exposure Catagory D Number of Stories Braced 1 enter 1, 2, or 3 Exposure Factor 1 6 Wall Height ft 8 enter any ht up to 12' SHEAR WALL SPECIFICATION Wall Strength i Ply 1-side PI 2-side 7/16"WSP with 1/2"Gypsum [Per Table 3.17D] 6"Edge Nailing 436 N/A Min.Segment Ratio(to 1) 3.5 4"Edge Nailing 590 1080 Min.Segment Length ft 2.29 3"Edge Nailing 730 1360 Load Parallel Load Perpendicular SEGMENTED TYPE I SHEAR WALL DESIG to ride to ridge Building Elevation Left Right Front Rear Length of Wall-Lwall ft 48 48 31.6 31.6 floor plan wall lengths Effective Length of Full Height Sheathing-Lfh ft 15 30.2 15.9 25.4 wall lengths less openings Unit Lateral Load for Roof lbs Per Table 2.5B&A 166.4 1664 144.5333 144.5333 }loads based on roof pitch, Unit Lateral Load for Floor lbs Per Table 2.SB&A 297 297 324 324 roof span, and wind speed Total Shear Wall Load per Side lbs 2629 2629 3469 3469 }load based on above&story Required Shear Wall Strength(plo 175 87 218 137 Provided Shear Wall Strength I 436 436 436 436 enter 436, 590, 730, 1080 or 1360 Wall Height Adjustment[Per Footnote 2] 1 000 1.000 1 000 1.000 OK OK OK OK if NG, inc.shear wall strength Holddown Capacity lbs -Segmented Walls 2nd Floor 1402 696 1745 1093 Perimeter Shear and Uplift Between Holddown I 176 88 219 137 Perimter Shear Nailing on centers for 16d nails-Toenailed 10 20 9 14 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 6 3 7 5 No 8d nails in each end of 1 1/4"steel straps @ 32"o.c. 4 2 51 3 PERFORATED TYPE II SHEAR WALL DESIG Load Parallel Load Perpendicular Maximum O enin Height ft) 4.7 47 4.7 4.7 input from floor plan Percent Full Height Sheathing 0.31 0.63 050 0.80 Provided Shear Wall Strength I 730 436 590 436 USE PERFORATED WALLS Adjusted Shearwall Value For Perforated Walls 210 253 274 323 OK OK OK OK if NG, inc. shear wall strength HOLDDOWN CAPACITY Ibs -Perforated Walls 2nd Floor 4487 1107 3469 1359 Perimeter Shear and Uplift Between Holddown I 561 139 434 170 Perimter Shear Nailing on centers for 16d nails-Toenailed 4 14 5 11 A�.f�• No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 18 5 141 6 No 8d nails in each end of 1 1/4"steel straps @ 16"o.c. 61 21 51 2 ,r Westchester Modular Homes-Confidential Page 1 17151-SW.xls 11/29/2017 SHEAR WALL DESIGN:2015 WFCM ENGINEERED METHOD SERIAL# 17151 NOTES LOCATION Main House Floor' 1 1st Floor DESIGN CRITERIA Wind Speed(3-sec gust) 135 mph Roof pitch(on 12) 5 5, 7, 9, or 12 Exposure Category D Number of Stories Braced 2 enter 1, 2, or 3 Exposure Factor 1 6 Wall Height ft 9 enter any ht up to 12' SHEAR WALL SPECIFICATION Wall Strength I Ply 1-side PI 2-side 7/16"WSP with 1/2"Gypsum [Per Table 3.17D] 6"Edge Nailing 436 N/A Min. Segment Ratio(to 1) 3.5 4"Edge Nailing 590 1080 Min. Segment Length ft 2.57 3"Edge Nailing 730 1360 Load Parallel Load Perpendicular SEGMENTED TYPE I SHEAR WALL DESIG to ride to rid e Building Elevation Left Right Front I Rear Length of Wall-Lwall ft 48 48 31.6 31 6 floor plan wall lengths Effective Length of Full Height Sheathing-Lfh ft 14.6 23 20.8 25.5 wall lengths less openings Unit Lateral Load for Roof lbs Per Table 2.5B&A 166.4 166.4 144.5333 144.5333 loads based on roof pitch, Unit Lateral Load for Floor lbs Per Table 2.5B&A 297 297 324 324 roof span, and wind speed Total Shear Wall Load per Side lbs 7325 7325 11238 11238 }load based on above&story Required Shear Wall Strength I 564 1 358 608 496 Provided Shear Wall Strength I 590 436 730 590 enter 436, 590,730, 1080 or 1360 Wall Height Adjustment Per Footnote 2 1 125 1 125 1.125 1 125 OK OK OK OK if NG, inc. shear wall strength Holddown Capacity Ibs -Segmented Walls 1st Floor 5080 3225 5471 4462 Perimeter Shear and Uplift Between Holddown I 502 319 541 441 Perimter Shear Nailing on centers for 16d nails-Toenailed 4 6 4 5 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 161 11 18 14 No 8d nails in each end of 1 1/4"steel straps @ 32"o.c. ill 7 12 10 Holddown Capacity lbs -Segmented Walls-Both 1 6482 3921 7216 5555 PERFORATED TYPE II SHEAR WALL DESIG Load Parallel Load Perpendicular Maximum Opening Height ft 5.7 input from floor plan kti Percent Full Height Sheathing 0.81 Provided Shear Wall Strength(plo 790 Adjusted Shearwall Value For Perforated Walls 587 OK if NG, inc. shear wall strength r ' HOLDDOWN CAPACITY Ibs -Perforated Walls 1st Floor 4915 Perimeter Shear and Uplift Between Holddown I 547 i Perimter Shear Nailing on centers for 16d nails-Toenailed 4 ' No 8d nails in each end of 1 1/4"steel straps @ 48"O.C. 18 r • No 8d nails in each end of 1 1/4"steel straps @ 16"O.C. 6 HOLDDOWN CAPACITY Ibs -Perforated Walls-Total 6275 T r Westchester Modular Homes-Confidential Page 2 17151-SW.xls 11/29/2017 SERIAL# 17151 Floor Band Collector Strut Fastening Calculation Strut Location: Main House Wind Speed. 135 mph. Roof Pitch: 5 :12 Strut Parallel to Ridge. Y "Y" or"N" Length of Ridge: 48 ft. From Main House Sheets Length of Strut: 17 ft. Depth of Structure: 31.6 ft. No. Stories Braced: VROOF=Roof Load= 166.4 plf. VFLOOR=Floor Load= 297.2 plf. From Main House Sheets VTOTAL SHEAR—(VROOF+VFLOOR)(ROof Span/2)= VTOTAL SHEAR 2629 lbs. Va=VTOTAL SHEAR/L= 55 plf. in Total Diaphragm Required Shear Connection in Resisting Diaphragm Length of Resisting Diaphragm: 31 ft. V(REQ"D) (L x Va)/(L-LSTRUT)= 85 plf Resistance required in Resisting Diaphragm 16d Common Nail= 158 lbs. (Toe-Nailed)-(Table 6.A WFCM-2001) r�- Min Nail Spacing Required: 1.86 ft Use 16d Common Nails @ 22 in o c. 91 plf > 85 plf O.K. L= 48 ft. i t 16d Nails @ 22 o.c. ROOF SECOND FL Refer to House Sheets for Wall Hgt. 31 ft 17 ft Resisting Diaphragm Collector Strut •Westchester Modular Homes Confidtential Page 3 17151-SW.xls 11/29/2017 SERIAL# 17151 Floor Band Collector Strut Fastening Calculation Strut Location: Main House Wind Speed. 135 mph. Roof Pitch: 5 :12 Strut Parallel to Ridge: Y "Y" or "N" Length of Ridge- 48 ft. From Main House Sheets Length of Strut: 14.3 ft. Depth of Structure. 31.6 ft. No. Stories Braced. 2 VROOF=Roof Load= 166.4 plf. VFLOOR=Floor Load= 297.2 plf. From Main House Sheets VTOTAL SHEAR=(VROOF+VFLOOR)(ROof Span/2)= VTOTAL SHEAR 7325 lbs. Va=VTOTAL SHEAR/L= 153 plf. in Total Diaphragm Required Shear Connection in Resisting Diaphragm Length of Resisting Diaphragm: 33.7 ft. V(REQ"O) (L x V,)/(L-LsTRUT)= 218 plf. Resistance required in Resisting Diaphragm 16d Common Nail= 158 lbs. (Toe-Nailed)-(Table 6.A WFCM-2001) Min Nail Spacing Required: 0.72 ft Use 16d Common Nails @ in o.c. 242 plf > 218 plf O.K. Sl ! L= 48 ft. ;.� 16d Nails @ 8 o c. SE OND FLOOR FIRST FL Refer to House Sheets for Wall Hgt. 1157# 33.7 ft 14.3 ft Resisting Diaphragm rCollector Strut Westchester Modular Homes Confidtential Page 4 Job Truss Truss Type city ply West Chester 212 86113 , HMD22402 HINGE MONO 1 1 ;5HS-16 1 -15 -1( Universal Forest Products Inc.,(Grand Rapids,MI 49525,Steve Minahan 8.0310Bs Oct 720 8'MiTek ldu�stries,n 13:18:26 2016 Page 1 of 1 Copyright 02016 Universal Forest Products,Inc.All Rights Reserved - - - - 15-8-0 - - - 0- -0 6 5 T-3 4 5.00 12 AD o i 3x7,, 10 p.18 r, (ONE SIDE) T-2 12.A ' to 3x7 I , .6 g 2" V10 2 3 , o `\ SMH18D --- - MH18 N,I � W W2- - --- -- --- - 611 3.5x5 --- g 2x61- - - - 3x6- 8 2-8-0 - -10-7-8 -2-4-8 - 15-8-0 Plate Offsets(X Y)- [2.0-4-0 0-1-0j [3:0-z-10,0.3-12LI7 0-0-0.0-1-0],[9 0-32 0-1-121,L0-4-4,U-1-01 SPACING-2-0-0 SPACING-:1-4-0 r SPACING-.1-0-0 LOADING(psf) LOADING(psf) LOADING(psf) SPACING- 2-0-0 CSI. DEFL, m (loc) I/deft Ud PLATES GRIP Plate Grip DOL 1 15 1 TC 0.87 Vert(LL) -029 8-9 >641 240 MT20 1971144 TCLL 38.1 TCLL 57.2 TCLL 762 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.62 8 9 >301 180 MT18HS 197/144 (Ground Snow 55.0) (Ground Snow 82.5) (Ground Snow 110.0) Rep Stress Incr YES WB 0.98 Horz(CT) 0.02 7 n/a n/a TCDL 10.0 TCDL 15.0 TCDL 20.0 BCLL 0.0 ' BCLL 0.0 BCLL 0.0' Code IBC2015/fP12014 Matrix-R Weigh:831b BCDL ____10.0 I BCDL _ 15.0 BCDL_-_- 20.0 -- FT 20% LUMBER- BRACING- - - - - - TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. T2:2x8 SPF No.2,T3*2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or B-10-10 oc bracing. BOT CHORD 2x6 SPF 2100E 1.8E WEBS 1 Row at midpt 2-8 WEBS 2x4 SPF Stud`Except' W2:2x4 SPF No.2 REACTIONS. (lblsize) 1=949/0-3-8,7=864/038,6=-D/Mechanical Max Horz1=411(LC 12),6=-163(LC 19) Max Upliftl=-413(LC 12),7=562(1_C 12) Max Gravl=1025(LC 19),7=1060(LC 19) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2210/848,2-0=-829/167,310=700/90,4-10=-494/99,4-5=-286/94,5E=185/106 BOT CHORD 1-9=-1197/1741,8-9=-1197/1741,7-8=-2431336 WEBS 2-9=0/679,2-8=-1422/961,4-7=-872/633 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(Ib-in) 4=872/633/0/0,5=228/103/102/0 NOTES- 1)Wind.ASCE 7-10;Vuft=140mph(3-second gust)Vasd=111mph Q24in o.c.,TCDL=3.Opsf;BCDL=3.Opsf,(Aft.171mph Q16in o.c.,TCDL=4.5psf E-Signed by Kevin Freeman BCDL=4.5psf);(Aft.180mph @12in o.c.,TCDL=6.Opsf;BCDL=6.Opsf);h=30ft;Cat.II;Exp D;enclosed;MWFRS(envelope)gable end zone and C-C Extenor(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL.ASCE 7-10;Pg=55.0 psf(ground snow);Ps=38.1 psf(roof snow);Category ll;Exp D,Partially Exp.,Ct=1.1 of N E iV 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. P Vd FR O 5)All plates are MT20 plates unless otherwise indicated. 9 6)See HINGE PLATE DETAILS for plate placement. 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 9 8)All additional member connections shall be provided by others for forces as indicated. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-&D tall by 2-0-0 wide will fit r between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 Ib uplift at joint 1 and 562 Ib uplift at joint 7 k/ 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Z 13)Graphical pudin representation does not depict the size or the orientation of the pudm along the top and/or bottom chord. 1 14)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service O 18663'1 t� 15)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary A v supports.All field installed members must be property fastened prior to applying any loading to the truss.This design anticipates the final set position. 90FESSIONP� 16)Revision of HMD22401,changed wind,exposure The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 12/22/201 Q not necessarily the current state building code.The engineering seal is not an approval to use in a specific state.The final determination on whether { a truss design is acceptable under the locally adopted building code rest with the budding official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE Truss shall not be cut or modified without approval of the truss design engineer. PHONE(616)-3646161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 This component has only been designed for the loads noted on this drawing.Construction and lifting forces have not been considered. The budder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction LM I is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the budding designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available --from wrCA,e'+no tete prise_-N Madison,W!53719 JSwpportlMdekSupptt mplato,\--fp tpe - -- ------ -- -- - ---- -- -- 14M 1 f UNIVERSAL FOREST PRODUCTS, INC. Job Truss Customer MFG 86113 HMD22402 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. `,,,`%W1121Olsgo i ,`I%111 rr+II OF....F HF�;.,��. .`��P'CE�F �q'��' �N OF MSS OF NEW H'4,LJ s .'J :G�. �' ; o KEVIN W. tiG �Q y co r' KEVIN W. KE V N W. _ -v FR MAN �, co F MA m _ * FR MAN * _ 0 .s �, '•.CENSE '•��.�`� ,rf �: /ST All ass/ONAll ENG NAV- nrmn����` W Ery. ,w�uuurnq�r O q( '"� KEVIN W. FREEMAN o`°� OF vgq§ �•, ��� REGISTERED TyO�� " •�R¢ ��p,'�P��•w.......... ,FR4� 02,�'i V ROFESSIONAL ;C ., .�►; KEVWS "-VESSIONAL N, No. 7445 "*:Y N .8024 yz: U I ITERED • CENSENGINEER ''�.sS/ONAI.Er:.•°�, CIVIL '���rrn11111% Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 nfni rnm 17151-SW.xls 11/29/2017 SHEAR WALL DESIGN:2015 WFCM(ENGINEERED METHOD) SERIAL# 17151 NOTE LOCATION Main House Floor 2 2nd Floor DESIGN CRITERIA Wind Speed 3-secgust) 135mph Roof pitch(on 12) 5 5, 7, 9, or 12 Exposure Catagory D Number of Stories Braced 1 enter 1, 2, or 3 Exposure Factor 1 6 Wall Height ft 8 enter any ht up to 12' SHEAR WALL SPECIFICATION Wall Stren th If) ly 1-side PI 2-side 7/16"WSP with 1/2"Gypsum [Per Table 3.17D] 6"Edge Nailing 436 N/A Min.Segment Ratio(to 1) 3.5 4"Edge Nailing 5901 1080 Min.Segment Length ft 2.29 3"Edge Nailing 7301 1360 Load Parallel Load Perpendicular SEGMENTED TYPE I SHEAR WALL DESIG to ride to rid e Building Elevation Left Right Front Rear Length of Wall-Lwall ft 48 48 31 6 31.6 1 floor plan wall lengths Effective Length of Full Height Sheathing-Lfh ft 15 30.2 15.9 254 wall lengths less openings Unit Lateral Load for Roof lbs Per Table 2.513&A 166.4 166 4 1445333 144.5333 l loads based on roof pitch, Unit Lateral Load for Floor lbs Per Table 2.5B&A 297 297 324 324 f roof span, and wind speed Total Shear Wall Load per Side lbs 2629 2629 3469 3469 }load based on above&story Required Shear Wall Strength I 175 87 218 137 Provided Shear Wall Strength I 436 436 436 436 enter 436,590, 730, 1080 or 1360 Wall Height Adjustment(Per Footnote 2] 1 000 1.000 1 000 1 000 OK OK OK OK if NG, inc. shear wall strength Holddown Capacity Ibs -Segmented Walls 2nd Floor 1402 696 1745 1093 Perimeter Shear and Uplift Between Holddown I 176 88 219 137 Perimter Shear Nailing on centers for 16d nails-Toenailed 10 20 9 14 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 1 61 3 7 5 No 8d nails in each end of 1 1/4"steel straps @ 32"o.c. 1 41 21 51 3 PERFORATED TYPE II SHEAR WALL DESIG Load Parallel Load Perpendicular Maximum Opening Height ft 47 4.7 47 47 input from floor plane \\ Percent Full Height Sheathing 0.31 0.63 0.50 080 Provided Shear Wall Strength I 730 436 590 436 USE PERFORATED WALLS / Adjusted Shearwall Value For Perforated Walls 210 253 274 323 ;Y ' OK OK OK OK if NG,inc. shear wall strength HOLDDOWN CAPACITY Ibs -Perforated Walls 2nd Floor 4487 1107 3469 1359 ; Perimeter Shear and Uplift Between Holddown I 5611 139 434 170 ti Perimter Shear Nailing on centers for 16d nails-Toenailed 41 14 5 11 7 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 1 181 5 14 6 No 8d nails in each end of 1 1/4"steel straps 16"o.c. 6 2 5 2 Westchester Modular Homes-Confidential Page 1 17151-SW.xls 11/29/2017 SHEAR WALL DESIGN:2015 WFCM ENGINEERED METHOD SERIAL# 17151 NOTES LOCATION Main House Floor 1 1st Floor DESIGN CRITERIA Wind Speed(3-sec gust) 135 mph Roof pitch(on 12) 5 5, 7, 9, or 12 Exposure Category D Number of Stories Braced 2 enter 1, 2, or 3 Exposure Factor 1 6 Wall Height ft9 enter any ht up to 12' SHEAR WALL SPECIFICATION Wall Stren th I Ply 1-side PI 2-side 7/16"WSP with 1/2"Gypsum [Per Table 3.17D] 6"Edge Nailing 436 N/A Min.Segment Ratio(to 1) 3.5 4"Edge Nailing 590 1080 Min.Segment Length ft2.57 3"Edge Nailing 730 1360 Load Parallel Load Perpendicular SEGMENTED TYPE I SHEAR WALL DESIG to ride to rid e Building Elevation Left Right Front Rear Length of Wall-Lwall ft48 48 31.6 31.6 floor plan wall lengths Effective Length of Full Height Sheathing-Lfh ft14.6 23 20.8 25.5 wall lengths less openings Unit Lateral Load for Roof lbs Per Table 2.5B&A 166.4 166.4 144.5333 144.5333 }loads based on roof pitch, Unit Lateral Load for Floor lbs Per Table 2.5B&A 297 297 324 324 roof span, and wind speed Total Shear Wall Load per Side lbs 7325 7325 11238 11238 }load based on above&story Required Shear Wall Strength I 564 358 608 496 Provided Shear Wall Strength I 590 436 730 590 enter 436, 590, 730, 1080 or 1360 Wall Height Adjustment Per Footnote 21 1 125 1.125 1.125 1 125 OK OK OK OK if NG, inc. shear wall strength Holddown Capacity Ibs -Segmented Walls 1st Floor 5080 3225 5471 4462 Perimeter Shear and Uplift Between Holddown I 502 319 541 441 Perimter Shear Nailing on centers for 16d nails-Toenailed 4 6 4 5 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 16 11 18 14 No 8d nails in each end of 1 1/4"steel straps @ 32"o.c. 11 7 12 10 Holddown Capacity lbs -Segmented Walls-Both 6482 3921 7216 5555 PERFORATED TYPE II SHEAR WALL DESIG Load Parallel Load Perpendicular Maximum Opening Height ft5.7 input from floor plan Percent Full Height Sheathing 0.81 , Provided Shear Wall Strength I 790 41 Adjusted Shearwall Value For Perforated Walls 587 OK if NG, inc. shear wall strength HOLDDOWN CAPACITY Ibs -Perforated Walls 1st Floor 4915 t S R Perimeter Shear and Uplift Between Holddown I 547 !; { Perimter Shear Nailing on centers for 16d nails-Toenailed 4 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 18 No 8d nails in each end of 1 1/4"steel straps @ 16"o.c. 6 r HOLDDOWN CAPACITY(lbs)-Perforated Walls-Total 6275 i Westchester Modular Homes-Confidential Page 2 17151-SW.xls 11/29/2017 SERIAL# 17151 Floor Band Collector Strut Fastenin Calculation Strut Location: Main House Wind Speed: 135 mph. Roof Pitch: 5 :12 Strut Parallel to Ridge. Y "Y" or"N" Length of Ridge: 48 ft. From Main House Sheets Length of Strut: 17 ft. Depth of Structure: 31.6 ft. No. Stories Braced: 11 VROOF=Roof Load= 166.4 plf. VFLOOR=Floor Load= 297.2 plf. From Main House Sheets VTOTAL SHEAR=(VROOF+VFLOOR)(ROof Span/2)= VTOTAL SHEAR 2629 lbs. Va=VTOTAL SHEAR/L= 55 plf. in Total Diaphragm Required Shear Connection in Resisting Diaphragm Length of Resisting Diaphragm. 31 ft. V(REQ"D) (L x V.)/(L-LsTRUT)— 85 plf. Resistance required in Resisting Diaphragm 16d Common Nail= 158 lbs. (Toe-Nailed)-(Table 6.A WFCM-2001) Min Nail Spacing Required: 1.86 ft Use 16d Common Nails @ 22 in ox 91 plf > 85 plf O.K. �'!�`� / _`., %\N L= 48 ft. j! ' 16d Nails @ 22 o.c. ROOF SECOND FL Refer to House Sheets for Wall Hgt. 31 ft 1017 ft Resisting Diaphragm rCollector Strut Westchester Modular Homes Confidtential Page 3 17151-SW.xls 11/29/2017 SERIAL# 17151 Floor Band Collector Strut Fastening Calculation Strut Location: Main House Wind Speed: 135 mph. Roof Pitch- 5 •12 Strut Parallel to Ridge: Y "Y" or"N" Length of Ridge. 48 ft. From Main House Sheets Length of Strut: 14.3 ft. Depth of Structure: 31.6 ft. No. Stories Braced. 2 VROOF=Roof Load= 166.4 plf. VFLOOR=Floor Load= 297.2 plf. From Main House Sheets VTOTAL SHEAR=(VROOF+VFLOOR)(ROof Span/2)= VTOTAL SHEAR 7325 lbs. Va=VTOTAL SHEAR/L= 153 plf. in Total Diaphragm Required Shear Connection in Resisting Diaphragm Length of Resisting Diaphragm- 33.7 ft. V(REQ"D)(L x V j/(L-LSTRUT)= 218 plf. Resistance required in Resisting Diaphragm 16d Common Nail= 158 lbs. (Toe-Nailed)-(Table 6.A WFCM-2001) Min Nail Spacing Required. 0.72 ft �� t Use 16d Common Nails @ in o.c. 242 plf > 218 plf O.K. 1 i ;e ti t s f' L= 48 ft. �\ 16d Nails @ 8 o.c. SE OND FLOOR _ 1 FIRST FL Refer to House Sheets for Wall Hgt. 1157# 33.7 ft 14.3 ft Resisting Diaphragm rCollector Strut Westchester Modular Homes Confidtential Page 4 rr 44 FWAI *2241 PI �7•TECO � PFS Corporation d/b/a PFS TECO An Employee-Owned Company Mike Hatcher February 22, 2018 Westchester Modular Homes, Inc. 3o Reagans Mill Road Wingdale, NY 12594 Re: Westchester Modula Homes,917151 Burrascano at 2120 North Sea Drive,Southold,NY 11971 NY DOS No.:M0659-2018-034 Dear Mr. Hatcher, Issued with this letter in response to your application received December 4,2017 for approval of a new Individual Model(as referenced above)is the Factory Manufactured Approval as Authorized under Part 1209 of Title 19 NYCRR,Division of the Code Enforcement and Administration. The approval is indicated by the PFS Corporation Stamp of Approval placed on the set of plans accompanying this letter dated November 3, 2017 is valid for 2 years from the date of this letter.This approval is based on the 2016 Uniform Code of NYS,2017 NYS Uniform Code Supplement and the referenced 2015 IRC. The design limitations for this approval are as follows: 1. Occupancy: Single family dwelling and Construction Type VB 2. Number of Stories:Two 3. Ground Snow Load:30psf 4. Seismic Design Category:C 5. Basic Wind Speed and Exposure Category: 135mph Vult and D 6. Building Sprinkler System:None 7. Climate Category:4 8. Other:All materials and designs for the foundation,including support columns and connections,all required construction/fire ratings due to any site location specific restrictions(below the first floor framing),all materials for the porches/decks&construction&access to grade,hose bibbs,ALL siding&corners,exterior lighting,gutters and downspouts,soffit,shingle completion,ridge vent completion,HVAC system,including duct systems,exhaust fan completion,washer&dryer,kitchen countertops,kitchen sink&faucet,plumbing and vent connections from modular portion to all underfloor lines,and vents through the roof,attic access and floor insulation,energy compliance completion, water heater,roof completion,truss signage,whole house ventilation,blower door testing,interior lighting lamps,all plum bing/mechanical/electrical interconnections,and all site connections of modules to the foundation are to be completed on-site by others,to be reviewed,inspected and approved by the local authority having jurisdiction. Prior to shipment from the factory each factory manufactured home,model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5.The Insignia of Approval Order Form is available from NYSDOS. This is a file copy for your records.Should you have any questions,please feel free to call this office at any time. Digitally signed by Richard Sincerely, Richard Wenner Rick Wenner DN:cn=Richard Wenner,o=PFS, ou, Staff Plan Reviewer emain Northeast Regional Office Wenner `=us D _Rick.wenner@pfsteco.com Date:2018.02.22 13:41:31-05'00 DD l=rick.wenner@pfsteco.com, Enc: PDF Approved plan set LIAR — 9 2018 Cc: Donald Thomas,AIA(DOS) PFS inspector/file copyt''T ,', J-'- j-" TOWN OF SOUTHOLD 510.184832J6 280 Skateto,.,n koad Bloom�l)ui, .PA 11815 TEC O TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON# New York State Department of State NEW YORK Building Standards Division of Building Standards STATE OF and Codes OPPORTUNITY- One Commerce Plaza and Codes 99 Washington Avenue,Suite 1160 Albany,NY 12231-0001 (518)474-4073 Fax: (518)486-4487 www.dosny gov Application for Plan Approval of a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted. MANUFACTURER: Westchester Modular Homes, Inc Manufacturer No: M 0659 Address: 30 Reagans Mill Road,Wingdale, NY 12594 Phone 845-832-9400 Contact Person: Michael Hatcher-Engineering Manager Email:mhatcher@westchestermodular com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 5/22/17 Prepared By/Contact Person Michael Hatcher-Engineering Manager Phone 845-832-9400 Email mhatcherQwestchestermodular com INDEPENDENT THIRD PARTY INSPECTION AGENCY: PFS Address: 2877 Skatetown Road,Bloomsburg, PA 17815 Phone (570)784-8396 Contact Person: Richard Wenner-VP Northeast Email: ndc.wenner@pfsteco.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project Name/Client/Customer Cedar Knolls/Burrascano Job#17151 Project County, Suffolk Model: Custom Colonial Occupancy Class Detached Single Family Dwelling Project Address: 2120 North Sea Dr,Southold, NY 11971 Application pertains to: (check one) ❑x New Individual Model (unique/custom/manufactured once for a specific site) ❑ New Initial Individual Model(planned to be built repeatedly-per these guidelines') ❑ New System of Models ❑ Modification of an Approved Model or System: M (provide prior approval number) ❑ Renewal of an Approved Model or System: M (provide prior approval number) initial model means a specific design of factory manuFactured home to include options which do not change the quality control manual and which in the determination of the Division,do not materially affect the structural,plumbing,mechanical or electrical systems. FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings,specifications,calculations and updated QA Manual(if more than 2 years since last approval)as a hard copy and pdf files on a CD-Rom,thumb-drive,web-transfer or e-mail. Please provide a non-refundable filing fee of$50 00.A plan checking fee in accordance with 9 NYCRR 12814 is required upon approval,payable to:NYSDOS,Division of Building Standards and Codes. Send submission and payment to:NYS Dept.of State, Division of Building Standards and Codes,One Commerce Plaza,99 Washington Avenue,Suite 1160,Albany, NY 12231 SIGNATURES: (`OF NEIL► �,�•� goy Registered Architect - Professional Engineer" Name Anthony S Pisarri PE License No 057572 Signature - "New York State Education Law Department of State Regulation require architect or professional engineer signatu ed to all drawings and specifications submitted to public officials certifying compliance with health and safety regulations and conformance with current codes. DOS-1280-f-a(Rev 03/17) Page 1 of 1 r CODES DIVISION NEW YORK DEPARTMENT OF STATE i Ida DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Third Party Modular Review Submission Development Worksheet DEPARTMENTDFSTATE Based upon the 2010 Residential Code of New York State For Codes Division Use Only Application number assigned by DOS Codes Division Date Received: Date Reviewed: Date Approval Issued: DOS Reviewer: TO BE COMPLETED BY THE MANUFACTURER Manufacturer:_WESTCHESTER MODULAR HOMES,INC Project Name & Project Number:BURRASCANO-17151 Address: 2120 NORTH SEA DR City/Town/Village:SOUTHHOLD,NY 11971 Zip Code: 11971 This worksheet is based upon the Submission Instructions prepared for the Residential Third Party Modular Review. This completed worksheet shall accompany each project submitted as part of the Residential Modular Pilot Program This worksheet is provided for general guidance in preparing a satisfactory application for approval only This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular format and are divided into five columns as shown below. A description of each column is given in the second row, below the column header Reference to Code Section Submission Response Drawings Sheet or page Instructions Requirement number where requirement is addressed This column references the This column This column This column is where the This is where the manufacturer or Submission Instructions. The contains the identifies a specific manufacturer,design professional, design professional identifies exactly submission instructions shall be relevant code code requirement quality assurance agency identifies where in the submission the followed in the development of section(s)that that must be that the submission requirement has submission requirement has been met. the project submission for support the addressed within been addressed,is not applicable to For example,what drawing sheet has approval submission the submission the project,or is a component to be the window schedule' requirement documents. addressed with the site constructed portion of the project. See note 2, below PFS Corporation Northeast Region RCNYS Submission Development Worksheet APPROVED Page 1 of 14 March 4,2011 R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 1 t The design professional shall complete the response column by checking the appropriate box. The response three options to check are: ❑Completed ❑ N/A (Meaning that the requirement is not applicable to the project.) ❑ S(Meaning that the requirement is to be completed as part of the site construction) Section A -General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Instructions Section page number where requirement is addressed A7 N/A A complete calculations manual ©Completed ❑N/A 13 CALC PGS ❑S ATTACHED A6 N/A Drawings indicate the location of the insignia of 0 Completed ❑N/A 3A approval ❑S A5 N/A Drawing organization 0 Completed ❑ N/A o ❑S A4a N/A Cover Sheet identifies the design professional's ©Completed ❑N/A o name, address and contact information. ❑S A4b N/A Cover sheet has an index for the drawings set 0 Completed ❑N/A o ❑S A4c N/A Cover sheet indicates the project name and ©Completed ❑N/A o address ❑S A4d N/A Cover sheet identifies the use and occupancy G3CONoAmpleted O classification ❑S B4a N/A Cover sheet identifies the seismic design OCompleted []N/A o category ❑S B4a N/A Cover sheet identifies the ground snow load OCompleted ❑N/A o ❑S 134a N/A Cover sheet identifies the basic wind speed 0 Completed ❑N/A 0 ❑S A3 N/A 3"x6" clear space box provided for DOS G3 Completed ❑N/A 2-3/4"X 4-1/2" approval stamp ❑S A2 N/A Manufacturer's information provided 0 N/ACometed ❑❑N/A All Pages S PFS Corporation Northeast Region RCNYS Submission Development Worksheet APPROVED Page 2 of 14 March 4,2011 R Wenner - 1 2/22/18 Approval limited to Factory Built Portion r 1 A 1 N/A All documents sealed by design professional 0 Completed ❑ "/A All Pages ❑ S Al N/A Third party approval granted © Completed ❑ s/A All Pages Al N/A Submission ready documents in triplicate I3 Completed ❑ N/A All Pages ❑ S Section B -Required Drawing Details Reference Code Submission Requirement Response Drawing sheet or to Section page number where Instructions requirement is addressed Bla R101.2 T eofStructure All Pages G3 Completed ❑ N/A circle one One Family Two Family Townhouse ❑ S Number of Stories= 0,11 G3 Completed The attic is defined as an unfinished space. Note that [3N/A sprinklers are not required in any building having two ❑ S stories above a basement,whether the basement is below grade or considered a story above grade. Height of Building(ft.)—F29-33/4-1 ©Completed 1 ❑ N/A ❑ S Blb Floor Plans) Q Completed ❑ N/A 3A, 3B ❑S R303 Light and ventilation m Completed 3A, 3B, 8 Identify this information on the window schedule,when ❑N/A appropriate. ❑S R303 6 Stairway illumination Q Completed ❑ N/A 6A, 6B ❑ s R304 Room size 3A, 3B © Completed One room a min of 120 s.f ❑ N/A 70 s.f.for other rooms ❑ S 7 foot min.horizontal dimension R305 1 Ceiling Height m Completed 4 Identify the ceiling height on a section or elevation view ❑ N/A Show compliant dimensions when using exceptions. ❑ S R306 Fixture requirements © Completed cn 27 ❑ "/A 3A, 3B ❑ S PFS Corporation Northeast Region RCNYS Submission Development Worksheet APPROVED Page 3 of 14 March 4,2011 R Wenner - 1 2/22/18 Approval limited to Factory Built Portion S R307 Fixture spacing ©Completed ❑N/A 3A, 3B ❑S B 1 c Cross Sections m Completed ❑N/A 4 ❑S Bld 8702 Finishes ©Completed ❑N/A 4 Blg ❑S 8702.3.5 Gypsum Q Completed ❑ N/A 4 ❑ S R315 Flame spread classification not greater than 200 ©Completed ❑N/A 4 ❑S Blf 8703 Exterior Finish ❑Completed ❑N/A 1, 4 Os R806.2 Attic ventilation ❑Completed ❑N/A 1, 4 ©S Ble 8807 Attic access 0 Completed ❑N/A 3B ❑S Blh R308 Door and Window Schedule 3A, 36, 8 8310 Notes 1 Window pressure and Wind borne debris are R311 separate requirements. ©Completed ❑N/A 2 Show dimensions complying with emergency escape ❑S and rescue requirements. 3 1 exit per dwelling unit,side hinged,&3'x6'-8" R308 4 Safety glazing locations m Completed ❑❑ B N/A 3A, 3 R308 6 Skylights/sloped glazing ❑Completed ©N/A ❑S R613 Exterior windows and glass doors Q Completed ❑N/A 8 ❑S R613.2 Performance of windows ©Completed [3 N/A 8 [I S R613 3 Testing and labeling ©Completed ❑ N/A 8 ❑S R613 6 Wind-borne debris ❑Completed m N/A 3A, 36 ❑S R613 7 Anchorage ©Completed ❑ N/A 4 ❑S 8613 8 Mullions m Completed ❑ N/A 4 0 orpora ion RCNYS Submission Development Worksheet Northeast Region Page 4 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 0 1 133a R309 Garage Separation ❑ Completed 0 N/A Identify wall construction Identify opening protectives ❑ S 8311 4.3 Landings 0 Completed R311.5 4 0 B N/A 3A, 3 R311 6 Ramps ❑Completed 0 N/A ❑S 0 Completed R311.5 Stairs ❑ N/A 13 R311 5 1 36"clear width 0 Completed ❑ N/A 3A, 3B (:I S R311.5.3.2 Min.Tread depth=9" 0 Completed ❑N/A 4 ❑S 8311.5.3 I Max riser height=8 1/4" 0 Completed ❑ N/A 4 ❑ S 8311.5.2 Min =6'-8" 0 Completed ❑ N/A 4 ❑S 8314.5 Spirals ❑ Completed 0 N/A (not permitted to the only means of egress from a story) ❑ S 8311.5.6 Handrails ❑ Completed 0 N/A 4 [3S R311.5.6 I Height ❑ Completed 34"to 38"with 4 or more risers 0 N/A 4 ❑ S 8312 Guards ❑ Completed 0 N/A ❑ S R312.1 Floor surfaces more than 30"above floor below ❑ Completed 0 N/A ❑ S R312.2 Size of openings ❑ Completed 0 N/A ❑ S 8313 Smoke Alarms 0 completed ❑ N/A 6A, 6B Show locations on drawings 13S R313 Carbon Monoxide Alarms 0 Completed Show locations on drawings E3 N/A 6A, 6B13 S 8313.5 Automatic Sprinkler Systems ❑ Completed 0 N/A (Three story structures) ❑ S Provide hydraulic calculations ❑ Completed 0 N/A ❑ S PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 5 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion Provide layout of sprinkler heads ❑Completed 0 N/A ❑S Provide complete system diagram ❑Completed p N/A ❑S Submit equipment specifications ❑Completed ©N/A ❑S 8314 Foam Plastic Insulation ❑Completed Q N/A E3 Bla 8317 Dwelling Unit Separation 13 completed 0 N/A ❑s 8317 1 One hour for two-family structure ❑Completed ©N/A (%z hr with sprinkler system) ❑s R317.2 Townhouses ❑Completed ©N/A ❑S One-hour separation per R302 ❑Completed ©N/A (2 hour common wall exception) ❑s R317.2.2 Parapet construction ❑Completed ©N/A ❑S R317.2 4 Structural independence ❑Completed ©N/A E3 Ch 13 General mechanical systems ❑Completed m N/A ❑S M 1303 Labeling of appliances ❑Completed ©N/A 0 M 1305 Appliance access ❑Completed m N/A 13 M1306 Clearances from combustible construction ❑Completed D N/A ❑S Ch 14 Heating&cooling equipment ❑Completed m N/A ❑S Ch 15 Exhaust systems ©Completed ❑N/A 0 ❑S M1502 Clothes dryer exhaust Q Completed ❑N/A 3A 0 M 1503 Range hoods ❑Completed ©N/A 3A ❑S PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 6 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion M 1505 Overhead exhaust hoods ❑Completed ©N/A ❑s M 1506 Exhaust ducts ❑Completed m N/A ❑s M 1507 Mechanical ventilation ❑Completed ©N/A ❑S Ch. 16 Duct systems ©CoAmpleted ❑s M 1601 Duct construction ❑Completed 0 N/A ❑S M 1602 Return air ❑Completed N/A ❑S Ch. 17 Combustion air ❑Completed ©N/A ❑S M 1701 General ❑Completed ©N/A ❑S M 1702 All air from inside ❑Completed Q N/A ❑S M 1703 All air from outside [3Completed ❑S Ch.24 Fuel gas ©Completed ❑S G2406 Appliance locationCompleted O ❑s G2407 Combustion,ventilation and dilution air ❑Completed p N/A ❑s G2408 Equipment&appliance installation ❑Completed ©N/A ❑S G2413 Pipe sizing ❑Completed p N/A ❑s G24143 Piping materials QNompleted ❑S G2420 Gas shutoff valves ❑Completed ©N/A ❑s B6a Plumbing system drawings ❑Completed ❑N/A 5A, 56 See Chapter 25 through Chapter 32 ❑s PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 7 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion B6b P2904 Identify plumbing materials ©Completed ❑N/A 5A, 5B, 8 P3002 OS 136c Drawings ofthe plumbing system ©Completed [3 N/A 5A, 5B Bbd ❑S Ch 26 General requirements ©Completed ❑N/A 5A, 56 ❑S P2603.2 Drilling and notching ©Completed ❑N/A 0 ❑s P2605 Piping support ©Completed ❑N/A ❑S P2706 Waste receptors ❑Completed ❑N/A ©S Ch.28 Water heaters OCompleted m N/A ❑S P2802.2 Temperature Control ❑Completed QN/A ❑S 8306 4 Water supply ❑Completed ❑ 5A, 56, 8 QSS P2903 Fixture units,size of water supply piping ❑Completed O N/A Os P2903 7 3/4"min ❑Completed O N/A Els P2904 Identify pipe materials OCompleted OfWA Els 8306.3 Sanitary drainage OCompleted ❑N/A 5A, 5B, 8 oS P3003 Piping materials ©Completed ❑N/A 5A, 5B, 8 ❑S P3005 Cleanouts ❑Completed ❑N/A O ©S CH 31 Vents ❑Completed ON/A 0, 1 ❑s P3103 1 Roof extension [ Completed O N/A 0,1 0S PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 8 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion P3103.2 Frost closure OCompleted [IN/A 1 0 P3103.3 Flashing&scaling ❑Completed [3 N/A 0,1 El P3108 Wet venting ©Completed ❑N/A 5B ❑S P3109 Waste stack vent [3 Completed ❑N/A ©S P31 10 Circuit venting ❑Completed ©N/A 0 P3111 Combination waste and vent system ❑Completed ©N/A ❑S P31 12 Island fixture venting ❑Completed ©N/A ❑S Size of venting system ©Completed P3113 ❑N/A ❑S 5A, 5B P3114 Air admittance valves ❑Completed m N/A ❑S P3201 Traps ©Completed ❑N/A 5A, 5B ❑S Ch 10 Fireplaces&stoves [3 Completed ©N/A 13 R1001 9 Hearth&hearth extension ❑Completed ©N/A R1001 10 ❑S R1006 Exterior air supply ❑Completed ©N/A ❑S R1004 Factory-built fireplaces ❑Completed G3 N/A ❑S ❑Completed R 1004.2 Hearth extension ©N/A ❑S 81004.3 Decorative shrouds [3 Completed ©N/A ❑S R 1004 4 Unvented gas log heaters ❑Completed ©N/A ❑S PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 9 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion Chimneys& vents ❑Comp leted ©N/A (Chapters 10, 18&24) ❑S R1005 Factory-built chimneys ❑Completed ©N/A ❑S R 1801.2 Draft requirements ❑Completed m N/A ❑S R602.8 Fire Blocking [3 Completed p N/A ❑S M1801 11 Multiple-appliance venting ©Completed A pleted 0 G2425 Chimneys&vents [3 Completed ©N/A ❑S G2426 Vents ❑Completed 0 N/A ❑S G2427 Venting of equipment ❑Completed ©N/A ❑S Electrical Requirements ONA ompleted (Chapters 33 through 42) [3S6A, 6B E3801.2 I Receptacle placement ©Completed ❑N/A 6A, 66 ❑S E3802 GFCI ©Completed ❑N/A 6A, 6B ❑S E3803 Switch locations ©Completed ❑N/A ❑S 6A, 6B B6d Electrical equipment/appliance locations ❑Completed Floor plans ©N/A ❑S B7a Service equipment ©Completed ❑N/A 6A ❑S B7b Means of grounding ❑Completed ❑N/A 0S B7c Load calculations ❑Completed ❑N/A ©S B7d Size of conductorsCompleted C� H N/A 6A ❑S B7e Main disconnect&over current protection ❑Completed ❑N/A ©S Corpora ion RCNYS Submission Development Worksheet Northeast Region Page 10 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 13747 Locations of equipment Q Completed ❑N/A 6A ❑s B7g Single line diagram 0Completed ❑N/A 6A, 6B ❑S 67h Lighting plan ©Completed OS/A 6A, 6B Energy Code 68 ©Completed See State compliance path used ❑N/A 0 Attached ResCheck Software Forced Hot Air Furnace,78 AFUE min. ❑Completed Make and model number ©N/A ❑s Electric Central Air, 10 SEER min. Completed Make and model number ❑ m N/A ❑S Boiler,80 AFUE Min. ❑Completed Make and model number m N/A ❑s Air leakage ❑Completed 3A, 3B Identify how joints,penetrations and openings in the ❑N/A building envelope are sealed. S Recessed lights shall be IC rated and installed with no 8 penetrations,or Type IC or non-IC rated installed inside El Completed an appropriate air-tight assembly with a 0.5"clearance ❑❑ N/A from combustible materials and 3"clearance from S insulation. Vapor Retarder ©Completed 4 Installed on the warm-in-winter side of all non-vented ❑N/A s framed ceilings,walls and floors. ❑ Materials Identification 4,8 Installation shall be per the manufacturer's instructions. © Completed Materials must be identified so that compliance can be ❑ N/A determined. ❑ S Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 11 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion Duct Insulation Supply ducts in unconditioned attics or outside the building must be insulated to R-8 or R-I 1 Return ducts in unconditioned attics or outside the building must be insulated to R-4 or R-6. ❑completed Supply ducts in unconditioned spaces must be insulated M/A to R-8 or R-I 1 Return ducts in unconditioned spaces must be insulated to R-2 Insulation is not required on ducts in basements within the thermal envelope. Duct Construction All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. ❑Completed Ducts shall be supported every 10 feet or in accordance ON/A with the manufacturer's instructions. ❑S Cooling ducts with exterior insulation must be covered with a vapor retarder Air filters are required in the return air system The HVAC system must provide a means for balancing air and water systems. Temperature Controls Each dwelling unit has at least one thermostat capable of ❑Completed ON/A automatically adjusting the space temperature set point ❑S of the largest zone. Electric Systems ❑Completed Separate electric meters are required for each dwelling ON/A unit. ❑S Fireplaces []Completed Fireplaces must be installed with tight fitting,non- OS/A combustible doors. ❑ Service Water Heating Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater ❑Completed has an integral heat trap or is part of a circulating ©N/A system ❑S Identify on the drawings the insulation R value(s)for circulating hot water pipes and HVAC piping. Ch.9 Roof Exterior Coverings ©Completed ❑NiA 4 ❑S R902 Classification ©Completed ❑N/A 4 []S R903 Weather protection [IDN/A ted v/A 4 0S PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 12 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion R905 1 General requirements ©Completed ❑N/A 4 ❑S 8905.2 Asphalt OCompleted ❑N/A 4 ❑S Structural design OCompleted ❑N/A See Attached ❑S Identify codes and referenced standards used in design OCompleted on a separate sheet bound with the structural calculations ❑N/A Calc. Sheets ❑S B4a1 Dead Loads 0Completed ❑N/A Calc. Sheets ❑S B4a2 Live Loads OCompleted ❑N/A []S0, Calc. Sheets B4a3 Ground Snow Load OCompleted BN/A 0, Calc. Sheets S B4a4 Seismic Design Category and Assumed Soil Site Class OCompleted ❑N/A 0 ❑S B4a5 Wind Speed and Exposure Category OCompleted eN/A 0 S B4bI Engineered design OCompleted ❑N/A CALCS ❑S B4b2 Prescriptive design ❑Completed ON/A ❑S 134c Specifications of materials OCompleted ❑N/A 4 ❑S B4dl Engineered roof details incorporated OCompleted ❑N/A 4 ❑S B4d2 Truss specifications data sheet provided OCompleted os/A Truss Page B4d3 Truss(rafter)uplift connections provided OCompleted ❑N/A 4 ❑S B4d4 Ice shield underlayment provided OCompleted ❑N/A 4 ❑S B4d5 Attachment of roof covering and underlayment provided ©Completed eN/A 4 S B4d6 Braced wall lines identified on plans ❑Completed ON/A ❑S PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 13 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion B4d7 Specifications for shear walls provided ©Completed ❑N/A s 3A, 313, CALCS ❑ ©Completed 134d8 Structural adequacy of shear walls confirmed ❑N/A ❑S 3A, 36, CACLS B4d9 Location and specifications for holddown devices ©Completed ❑N/A 2 provided ❑s 134d10 Column(post)schedule provided ©Completed ❑S 13S3A, 3B 134dl I Header(beam)schedule provided ©Completed ❑N/A Calc. Sheet, 3A,313 ❑S 134d12 Continuity of uplift resistance confirmed ©Completed ❑N/A 4 ❑S 134d13 Details of module integration(at ridge,mating line, ©Completed story-to-story)provided ❑N/A 413 S 134d 14 Wind-borne debris protection applicable 8omCpleted N/A mS B4dl5 Wind-borne debris protection addressed ❑Completed ❑N/A ©S B4el Location and specifications for holddown devices Completed N/A provided ❑s 134e2 Location,size,and spacing of sillplate anchor bolts ❑Completed provided ❑S/A 134e3 Location and spacing of columns provided ❑Completed ❑N/A QS 134171 Uniformly distributed loads identified ©Completed ❑N/A 2 0 134f2 Concentrated loads identified ElCompleted ❑N/A 2 ❑S 1340Horizontal loads vectors identified [3 Completed ❑N/A ©s PFS Corporation RCNYS Submission Development Worksheet Northeast Region Page 14 of 14 March 4,2011 APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion CREScheck Software Version 4.6.4 �(Jl Compliance Certificate Project CUSTOM COLONIAL #17151 ti Energy Code: 2015 IECC Location: Southold, New York f ' Construction Type: Single-family ; Project Type- New Construction f. Conditioned Floor Area: 3,040 ft2 ;. Glazing Area 14% ✓ Climate Zone: 4 (5572 HDD) l Permit Date: - Permit Number Construction Site: Owner/Agent: Designer/Contractor: 2120 NORTH SEA ROAD BURRASCANO CESAR LARREYNAGA SOUTHOLD, NY 11971 CEDAR KNOLLS WESTCHESTER MODULAR HOMES 900 MARCONI AVE 30 REAGANS MILL RD RONKONKOMA, NY 11779 WINGDALE, NY 12594 Compliance: Passes using UA trade-off Compliance: 6.4%Better Than Code Maximum UA. 484 Your UA. 453 Maximum SHGC. 0.40 Your SHGC. 0.31 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 Gross Area Cavity Cont. Perimeter Ceiling 1 Raised or Energy Truss 1,520 38.0 0.0 0.025 38 Wall 1• Wood Frame, 16"D.C. 2,708 21.0 00 0.057 125 Window 1:Wood Frame:Double Pane with Low-E 407 0.300 122 SHGC. 0.31 [21 PS61611 SLIDERS: Glass 84 0.290 24 SHGC. 0.33 S206 DOOR: Solid 20 0.280 6 PERIMETER BEAM.Wood Frame, 16" D.C. 240 12.0 0.0 0.085 20 Floor 1-All-Wood J oist/Truss:Over Unconditioned Space 1,520 19.0 0.0 0.047 71 B/P BUILT ROOF. Raised or Energy Truss 64 38.0 0.0 0.025 2 B/P BUILT FLOORS. All-Wood J oist/Truss:Over Unconditioned Space 64 19.0 0.0 0.047 3 B/P BUILT WALLS. Wood Frame, 16" D.C. 288 21.0 0.0 0 057 15 WINDOW BY B/P- Wood Frame-Double Pane with Low-E 4 0.300 1 SHGC. 0.31 DOOR BY B/P- Solid 20 0.160 3 BASEMENT ENCLOSURE Wood Frame, 16"D.C. PFS Corporation 248 11.0 0.0 0.089 20 DOOR: Solid Northeast Region is 0.160 3 APPROVED Project Title: CUSTOM COLONIAL#17151 2/22/18 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 1 of 10 Approval limited to Factory Built Portion 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. CESAR LARREYNAGA C02/16/18 Name-Title Signature Date PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename. M.\Check\17151.rck Page 2 of10 CREScheck Software Version 4.6.4 �J( Inspection Checklist Energy Code: 2015 IECC 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 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the y building envelope.Thermal ❑Not Observable envelope represented on []Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating. Heating- ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling Cooling. ❑Not Observable 14 Manual] or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 1 !High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑Does Not Ulu and extends a minimum of 6 in.below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies [FO12]2 installed. ❑Does Not 9 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ❑Not Observable ❑Not Applicable 402.1.1, Glazing Ll-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 w 303.1.3 Ll-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 4F or chilled fluids ❑Does Not below 55°F are insulated to>_R- ❑ 3 Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not +o, ❑Not Observable ❑Not Applicable PFS Corporation 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Northeast Region [FR18]2 R-3 >_ . ❑Does Not � APPROVED ❑Not Observable ❑Not Applicable R Wenner - 1 403.6 Automatic or gravity dampers are ❑Complies 2/22/18 [FR19]2 installed on all outdoor air ❑Does Not Approval limited to intakes and exhausts. pp ❑Not Observable Factory Built Portio ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 5 of 10 Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel � ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN311 exterior, the exterior insulation y, requirement applies (FR10). E] Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]' Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI3]' insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]' ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]' cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]' determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies [F124]' by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable PFS Corporation code specifications. 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not APPROVED ❑Not Observable R Wenner - 1 ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies 2122118 [FI11]2 systems have automatic or ❑Does Not Approval limited to accessible manual controls. ❑Not Observable Factory Built Portion ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 8 of10 • Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F]30]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1044F. 403.5.4 Drain water heat recovery units ❑Complies [F[31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. PFS Corporation 404.1 75%of lamps in permanent ❑Complies Northeast Region [F1611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. APPROVED Does not apply to low-voltage []Not Observable lighting. ❑Not Applicable R Wenner - 1 404.1.1 Fuel gas lighting systems have ❑Complies 2/22/18 [FI23]3 no continuous pilot light. ❑Does Not e' ❑Not Observable Approval limited to ❑Not Applicable Factory Built Portion 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename- M:\Check\17151.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#17151 Report date: 02/02/18 Data filename: M:\Check\17151.rck Page 10 of10 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.29 0.33 CoolingHeating & , Heating System: Cooling System: Water Heater: Name: Date: Comments PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion Job Truss Truss Type Qty Ply West Chester 212 86113 HMD22402 HINGE MONO 1 1 5HS-16 $-15 Universal Forest Products Inc.,Grand Rapids,MI 49525,Steve Minahan 8.030 s�f�i ekl" lndustries,TShu Dec 22 1318:28 2016 Page 1 of 1 Copyright 02016 Universal Forest Products,Inc.All Rights Reserved PFS Corporation 15-8-0 0 0=2-0 Northeast Region o s APPROVED 5 T3; R Wenner .-1 4- 2/22/18 5.00 12 Approval limited to Factory Built Portion 3x7 - 10 n (ONE SIDE) , T2 1 C6 ao 3x7 ti r 2 3 _ 0 1 T1 . v r --- SM - -------------- ---- ------- -- SMH18E N, V1 ----- --- --- ----------- - 83.5x5 g 2x6 3x6-- 7 2-8-0 10-7-8 2-4-8 - -- - - 15-8-0 -- - Plate Offsets(x,Y)- [2.6-4-0,0-1-01],[3 0-2-10a3-12],[7 0-0.0,0-1-0] [8-0-9-2,0-1-12],[9 644,0.1-0]- - - --- - - - - - - SPACING-2-60 SPACING-:1-4-0 SPACING-:1-60 SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP LOADING(psf) LOADING(par) LOADING(psf) plate Grip DOL 1 15 TC 0.87 Vert(LL) -0.29 8-9 >641 240 MT20 197!144 TCLL 38.1 TCLL 57.2 TCLL 76.2 Lumber DOL 1 15 BC 0.50 Vert(CT) -0.62 8-9 >301 180 MT18HS 197/144 (Ground Snow--55.0) (Ground Snow-82.5) (Ground Snow--I Rep Stress Incr YES WB 0.98 Horz(CT) 0.02 7 n/a n/a TCDL 10.0 TCDL 15.0 TCDL 20.0 BCLL 0.0• BCLL 0.0' BCLL 0.0 Code IBC2015/TPI2014 Matrix-R Weight 83 Ib FT 20% BCDL 10.0 _BCDL 15.0_--_ BCDL - 20.0 - LUMBER- BRACING- TOP CHORD 2x6 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. T2:2x8 SPF No.2,T32x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-1610 oc bracing. BOT CHORD 2x6 SPF 210OF 1.8E WEBS 1 Row at midpt 2-8 WEBS 2x4 SPF Stud*Except* W2:2x4 SPF No.2 REACTIONS. (Ib/size) 1=949/63-8,7=664/63-8,6=-0/Mechanical Max Horz 1=411(LC 12),6=-163(LC 19) Max Uplift 1=-413(LC 12),7=-562(LC 12) Max Grav1=1025(LC 19),7=1060(LC 19) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2210/848,2-3=-829/167,3-10=-700/90,410=494/99,45=-286/94,5-6=-185/106 BOT CHORD 1-9=-119711741,8-9=-1197/1741,7-8=-243/336 WEBS 2-9=0/679,2-8=-1422/961,47=-872/633 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(Ib)/Maximum Moment(Ib-in) 4=872/633/0/0,5=228/103/102/0 NOTES- 1)Wind.ASCE 7-10;Vult=140mph(3-second gust)Vasd=111mph @24in o.c.,TCDL=3.Opsf;BCDL=3.Opsf,(Aft.171mph @161n o.c.,TCDL=4.5psf, E-Signed by Kevin Freeman BCDL=4.5psf);(Alt 180mph @12in o.c.,TCDL=6.Opsf;BCDL=6.Opsf),h=30ft,Cat.II,Exp D;enclosed;MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 li 2)TCLL ASCE 7-10,Pg=55.0 psf(ground snow);Ps=38.1 psf(roof snow);Category II;Exp D,Partially Exp.,Ct=1 10 F N E Y 3)Roof design snow load has been reduced to account for slope. .�� 4)Unbalanced snow loads have been considered for this design. O 5)All plates are MT20 plates unless otherwise indicated. A,P w• FR�� 9,� 6)See HINGE PLATE DETAILS for plate placement. CO J� 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation. 8)All additional member connections shall be provided by others forforces as indicated. 9)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 10)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-60 wide will fit 1- [� between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 413 Ib uplift at joint 1 and 562 Ib uplift at joint 7 kl 12)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 Z j 13)Graphical pudin representation does not depict the size or the orientation of the pur in along the top and/or bottom chord. 0 1 14)Take precaution to keep the chords in plane any bending or twisting of the hinge plate must be repaired before the budding is put into service Q X8663- 15)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary _` supports.All field-installed members must be property fastened prior to applying any loading to the truss This design anticipates the final set position- A�QF�SS`ONP� 16)Revision of HM022401 changed wind,exposure The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 12/22/2016 not necessarily the current state building code.The engineering seal is not an approval to use in a spec state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ® WARNING -Verify design parameters and READ NOTES Universal Forest Products,Inc. 2801 EAST NE PHONE(616)-364-0161 FAX(616)-365-0060 GRAND RAPIDS,APIDS,MRD,I49525 Truss shall not be cut or modified without approval of the truss design engineer. This component has only been designed for the loads noted on this dravang.Construction and lifting forces have not been considered.The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPII.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madisnn'-WLE17%.LlsupportNitekSuppgempWesVdp.tpe lam I UNIVERSAL FOREST PRODUCTS, INC. Jab TrussCustomer MFG 86113 HMD22402 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state.The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ,,,j1111111111gl,!',' \,1 1 1 1 1 1/' ���.�OF•COIV�yF•,�,. �``,�S OF M // ��N OF M NEW H ���.�� � FA. G►��,,,� �♦,<p. ,..,.».....,,,. �,�. SFS' �,� ��oF A�Qsti ♦� � �: KEVIN W.�' °� KEVIN W.�yc� ,�Q / 9Z f r„ to KEV N W. R1 =*• .*= FR MAN o FR MAN F M 'i s•• *.E...** C?♦�.� i ,,'C Ep,,,•f�� <s GpSTEf� G�� 5,�0 ��Ca �ONA1-Et;�o• ,/ ENS..•�� � S�01VAt EN NAt /��1111111` Q'REGM'TERD8 00WE-4 -- KEVIN W. FREEMAN o�`��OF FEA'''• P '`I`I RO 1�0 OFESSIONAL �?; JESSIOINSAL LENGINEER �KEVIN R MAN 7445N .8024U I ETERED ENS•S Y LV P`>r ''�•ss/ONALE�;•�`�� N'~ (CIVIL) !lnnun111�� PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion Corporate Engineering 2801 East Beltline, NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax (616) 365-0060 ufpi.com 17151-SW.xls 1/25/2018 SHEAR WALL DESIGN:2015 WFCM(ENGINEERED METHOD) SERIAL# 17151 NOTES LOCATION Main House Floor 2 2nd Floor DESIGN CRITERIA Wind Speed 3-secgust) 135 mph Roof pitch(on 12) 5 5, 7,9,or 12 Exposure Catagory D Number of Stories Braced 1 enter 1,2,or 3 Exposure Factor 1.6 Wall Height ft 8 enter any ht up to 12' SHEAR WALL SPECIFICATIONS Wall Strength I Ply 1-side PI 2-side 7/16"WSP with 1/2"Gypsum [Per Table 3.17D] 6"Edge Nailing 436 N/A Min.Segment Ratio(to 1) 3.5 4"Edge Nailing 590 1080 Min.Segment Length ft 2.29 3"Edge Nailing 730 1360 Load Parallel Load Perpendicular SEGMENTED TYPE I SHEAR WALL DESIGN to ride to ridge Building Elevation Left Right Front Rear Length of Wall-Lwall ft 48 48 31.6 31.6 floor plan wall lengths Effective Length of Full Height Sheathing-Lfh ft L22 30.2 15.9 25.4 wall lengths less openings PFS Corporation Unit Lateral Load for Roof Ibs Per Table 2.5B&A 166.4 144.5333 144.5333 }loads based on roof pitch, Northeast Region Unit Lateral Load for Floor Ibs Per Table 2.5B&A 297 324 324 roof span,and wind speed Total Shear Wall Load per Side Ibs 2629 3469 3469 }load based on above&story APPROVED Required Shear Wall Strength I 87 218 t37 Provided Shear Wall Strength I 436 43W— enter 436,590, 730, 1080 or 1360 R Wenner - 1 Wall Height Adjustment[Per Footnote 2] 1 000 1.000 1 000 2/22/18 OK OK OK if NG,inc.shear wall strength Holddown Ca aci Ibs -Se mented Walls 2nd Floor 1402 696 1745 Approval limited to Perimeter Shear and Uplift Between Holddown(plo 176 88 219 137 Factory Built Portion Perimter Shear Nailing on centers for 16d nails-Toenailed 10 20 9 14 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 6 3 7 5 No 8d nails in each end of 1 1/4"steel straps @ 32"o.c. 1 41 2 5 3 PERFORATED TYPE II SHEAR WALL DESIGN Load Parallel Load Perpendicular Maximum Opening Height ft 47 47 47 47 1 input from floor plan Percent Full Height Sheathing 0.31 0.63 0.50 0.80 Provided Shear Wall Strength I 730 438 436 _ USE PERFORATED WALLS Adjusted Shearwall Value For Perforated Walls 210 253 274 323 J �' J OK OK OK OK if NG,inc.shear wall strength if a 'jt HOLDDOWN CAPACITY(lbs)-Perforated Walls 2nd Floor 4487 1107 3469 1359 I t Perimeter Shear and Uplift Between Holddown(plo 5611 139 434 170 Perimter Shear Nailing on centers for 16d nails-Toenailed 4 14 5 11 No 8d nails in each end of 1 1/4"steel straps @ 48"o.c. 18 5 141 6 No 8d nails in each end of 1 1/4"steel straps @ 16"o.c. 61 2 51 2 1 Westchester Modular Homes-Confidential Page 1 17151-SW.xls 1/25/2018 SHEAR WALL DESIGN:2015 WFCM ENGINEERED METHOD SERIAL# 17151 NOTES LOCATION Main House Floor 1 1st Floor DESIGN CRITERIA Wind Speed(3-sec gust) 135 mph Roof pitch(on 12) 5 5, 7,9,or 12 Exposure Category D Number of Stories Braced 2 enter 1, 2,or 3 Exposure Factor 1.6 Wall Height ft9 enter any ht up to 12' SHEAR WALL SPECIFICATIONS Wall Strength I Ply 1-side PI 2-side 7/16"WSP with 1/2"Gypsum[Per Table 3.17D72.57 6"Edge Nailing 436 N/A Min.Segment Ratio(to 1) 4"Edge Nailing 590 1080 Min.Segment Length ft3"Edge Nailing 730 1360 Load Parallel Load Perpendicular SEGMENTED TYPE I SHEAR WALL DESIGN to ride to rid e Building Elevation Left Right Front Rear Length of Wall-Lwall ft48 48 31.6 31.6 floor plan wall lengths Effective Length of Full Height Sheathing-Lfh ft14.6 23 20.8 25.5 wall lengths less openings PFS Corporation Unit Lateral Load for Roof lbs Per Table 2.5B&A 166.4 166.4 144.5333 144.5333 l loads based on roof pitch, Northeast Region Unit Lateral Load for Floor Ibs Per Table 2.5B&AI 297 297 324 324 f roof span,and wind speed Total Shear Wall Load per Side lbs 7325 7325 11238 11238 }load based on above 8 story APPROVED Required Shear Wall Strength(plo 564 1 358 608 496 Provided Shear Wall Strength(plo 590 1 436 730 --5-9U—enter 436,590, 730, 1080 or 1360 R Wenner - 1 Wall Height Adjustment Per Footnote 21 1 125 1 125 1 125 1 125 2/22/18 OK OK OK OK if NG,inc. shear wall strength Holddown Capacity(lbs)-Segmented Walls 1st Floor 5080 3225 5471 4462 Approval limited to Perimeter Shear and Uplift Between Holddown(plo 502 319 541 441 Factory Built Portion Perimter Shear Nailing on centers for 16d nails-Toenailed 4 6 4 51 1 No 8d nails in each end of 1 1/4"steel straps a 48"o.c. 16 11 18 14 No 8d nails in each end of 1 1/4"steel straps @ 32"o.c. 'I'll 7 12 10 Holddown Capacity(lbs)-Segmented Walls-Both 1 64821 3921 7216 5555 PERFORATED TYPE II SHEAR WALL DESIGN Load Parallel Load Pe endicular Maximum Opening Height ft5.7 input from floor plan ' 1 Percent Full Height Sheathing 0.81 ar 1 Provided Shear Wall Strength I Adjusted Shearwall Value For Perforated Walls 587 OK if NG,inc.shear wall strength i t€ HOLDDOWN CAPACITY lbs -Perforated Walls 1st Floor 4915 Perimeter Shear and Uplift Between Holddown I 547 :s Perimter Shear Nailing on centers for 16d nails-Toenailed 4 No 8d nails in each end of 1 1/4"steel straps @ 48"o c. 18 No 8d nails in each end of 1 1/4"steel straps @ 16"o.c. 6 / HOLDDOWN CAPACITY(lbs)-Perforated Walls-Total 6275 Westchester Modular Homes-Confidential Page 2 J Prr+l� r i'r5+ 4VMH J "Paul R Walter � L.,cat,w, "';' T)L Plate' u i ctvr` st rii,r 4 Paul R Walter Architect PL Li-. Column �� 10955 East Pear Tree Drive 12015 international Residential,Code,21,'^ NDb lip. Cornwlle Anzona 3630 2 1 5 IN x 5 5 IN x 14 4 FT #2 Spruce-Pini Dry Use StruCaic Version 10 0 1 6 2 20,20 18 8 39 45 PM Se^hnr Ader1 ,ate Ry R t-'I' CAUTIONS • Laminations to be nailed together per National Design Specifications for Wood Construction Section 15 3 3 1 VERTICAL REACTIONS LOADING DIAGRAM Live Load Ve^. LL Rx^ _ 33'1 't Dead Load Vert-DL-Rxn = 43 it Total Load ver.-TL Rxn = 3414 IL COLUMN OATA Taal Column Length 14 4 B Unbraced Length iX Axis Lr ft UnbraCed Length Y AXIS L y J It Column End Condition K e Axial Load Duratrun Factor COLUMN PROPERTIES #2 Spruce Pine Fir Base v__a ues Agiusxg Cumpressive Stress F-- = 1 15C aS F- _ -14 cs 'ri=! 60 _-l=• t-r -11-c'+Fi Bending Stress X-X Ax!s Fbx= d'S CS Fox = 132j os PFS Corporation �,f= 5nC,:=t i 144 Bendind Stress Y Y Ax s Pty= a_5 ps Foy = 132_ rs Northeast Region 50 `-' '` APPROVED Modu:us^t Elashnty E _ 'ani Ks E R Wenner - 1 t;,>:umn Section X X Axis Z�22�1g C nurnn Sestar Y Y A-s !r - A,Pa A = Approval limited to Serro- Mor,ul.s X-X A,,s _ Factory Built Portion Seia,or Mod'.;n;s v r Ax S, Sle:,ae,r ,S. Ratio Lex.1- = ., L ey.dv = A Column Calculations(Controlling Case Only) Contr�umg Load Case Axiai Tota' Load—!y L - D AXIAL LOADING A.tual Compressive Stress F:- 20' cs Live Load PL = 33'! b A'!^:+ab!e C:mo ess ve S•ress l-= Uead Load PID= u 'b E,;rentr,city Moment X-X Anis Mx ex = ft it column Self Weight CSW= 43 '.l; E' ei}t iC ty Moment V Y Ax S Mt, e, = ft it Tutai Axial Load PT= 3414 ib fx1;, ter..D.,e tc Late a Lads X x A,s 'A. = u-ltd Moment Due t: Lateral LLads Y r Axis My= ft-ib /ALL Bending Stress Lateral Loads Only X X Ax s, Fbx = DS l A L Loll b A,i:;wable Bending Stress X X Ax s Fbx = 192iC lo �� Lit r�r or' ' Bending Stress Latera'Loads On'y Y r Ax s• Fny = , os Le-Al 7 Aili,wable Sendng Stress x Y Axis i = i82", os LL-1l4T(f o COCOQ 4C-" tY Combined Stress Factor CSF= 0 17 Cao . Axr a I_ �.vai0 `�c.cz�-1 /!236Aj4B F1 x /y S/ 3 37/ 'f/ P Sr�k_ Or Sp�rce' i t'151 WMH t , i Paul R Waller / Location 1'151 TOG Plate Coneao :o' PaL.I R Waiter Are.nitect PLLI; Column 1095` East Pear Tree Drive 2015 International Residential Code,2015 NL),, ' /� Cornvilte Arizona 8635 2 15 IN x 5 5 IN x 17 0 FT a2 Spruce-Prue-Fir Dry Use SrruCa C Verson 10 0 1 6 2 2020'8 8 28 50 PM Ser•s,nn Adequate By col r; CAUTIONS ' Laminations to be nailed together per National Design Specifications for Wcod Constructior Section 15 3 3 1 VERTICAL REACTIONS LOADING DIAGRAM Live Load Vert-LL-Rxn = +228 'h Dead Load Vert-DL-Rxn = 51 ib Tctal Load Vert-TL-Rx(1 = 12-9 b COLUMN DATA Total Columr Length H B UnD,aced Length X-Axis L e R Jnoraced Length Y Axis L, F C')umr Eno Condition K e, Axial Load Duration Facto, 1 6u COLUMN PROPERTIES #2 Spruce-Pine-Fn ag5e values Ad t stec ,or'--Dress,ve Stress Fr ' 115r, oS. F,, = i_1 a Be^ding Stress X X Ax.si Fbx = 8'5 psi Foy = '820 vs, PFS Corporation C'!- 6'? -F'r 3': rn rr Bending stress Y Y Axis Fhy = 8-1 psi Fby 8.r ps Northeast Region 6n ;r_% 3c Medu us cf E astiuty E = 14'lG ks F APPROVED R Wenner - 1 t:olumn Section iX X Axis, sx ti Cot,,mn Sectior Y Y Axis 7y = 2/22/18 Area %+ _ ! Section Modu+us,x-x Ax,s Approval limited to Sectir,, Modu,us,r r Axis Factory Built Portion S enderness Rat;,, Lex•1. Column Calculations(Controlling Case Only) A Comroll,ng Load Case Axial Tota'L oad Oniy L J' AXIAL LOADING A;,t.ai Compressive Stress Fc = -� os t ve L.:ad PL= 1228 Ib A i^wable Conncress:ve Stress F- - 1 os L,eao LOad PL)= b E'.,cewr:cdy Moment X-X Acis, Mx ex = h it mr Self Weight r SW= 1 Ih F 'en'r oily Moment Y Y Axis rvty e ir T,1td Axial LJac PT = 2'9 ib Wnle-t Due to Lateral Loads�X-X 4 i M, = ,- Moment Due to Lateral Loads Y-Y Ax s My = ?Ir Bending Stress Latera+Loads Only .X-X Axis 1 Fbx = Ds ,' bU �./iyLC 3YGB Ailowable Bedding Stress,X X Axis FCx = 82 p TSTA L i Bending Stress Lateral Loads Only Y Y Ax,s Fbx = Ds LE01= V4LL Alli,wabie Bencing Stress Y y Ax S F^, - 9r :'s ` Combined Stress Factor' CSF = 0 06 L u4 rN 0 F CO l(L'CrU Ji " 17�` = 1228 N✓ -rap Puf rAsfE�r«rS . �ll� 116 �f a n rb j CALCS � _ 5 t r" Stt��(L �/� 1 Calculation Manual Westchester Modular Homes, Inc. Table II.7 Compressive Loading Ca aci -SPF#3 Interior Column/Wall 8'Wall Height 9'Wall Height Column Max P'(lbs) Wall Max P'(plf) Column Max P'(Ibs) Wall Max P'(plf) ectio Number of Members Stud Spacing Number of Members Stud Spacing 1 2 3 16"o.c. 24"o.c. 1 2 3 16"o.c. 24"o.c. 20 919 1845 2768 1038 692 739 1478 2216 831 554 2x4 2210 4421 6631 2487 1658 1843 3686 5528 2073 1382 2x6 5024 10049 15073 5652 3768 4711 9422 14132 5300 3533 Table II.8 Compressive Loading Ca aci -SPF#2 Interior Column/Wall 8'Wall Height 9'Wall Height Size of Column Max P'(lbs) Wall Max P'(plf) Column Max P'(lbs) Wall Max P'(plf) Member Number of Members Stud Spacing Number of Members Stud Spacing 1 2 3 16"o.c. 24"o.c. 1 2 1 3 16"o.c. 24"o C. 20 1110 2220 3330 1250 833 878 1755 2633 987 658 2x4 2830 5660 8489 3183 2122 2289 4578 6867 2576 1717 2x6 7821 15642 23463 8799 5866 6971 13943 120914 7842 1 5228 Table II.9 Compressive Loading Capacity-SPF Stud Grade Interior Column/Wall 8'Wall Height 9'Wall Height Size of Column Max P'(Ibs) Wall Max P'(plf) Column Max P'(Ibs) Wall Max P'(plf) Member Number of Members Stud Spacing Number of Members Stud Spacing 1 2 3 16"o.c. 24"o.c. 1 1 2 3 16"o.c. 24"o.c. 20 923 1845 2768 1038 692 739 1478 2216 83554 2x4 2221 4442 6662 2499 1666 1853 3707 5560 25,41 1390 2x6 5074 10148 15221 5708 3805 4752 9504 14256 3564 Max uniform load for 9' high wall studs PFS Corporation r Northeast Region ,`, APPROVED } ", R Wenner - 1 2/22/18 Approval limited to Factory Built Portion t ' 11.18 PFS Corporgition Northeast Region WMH STRUCTURAL CALCULATION SHEET APPROVED R Won er - I 11 SERIAL NO: 1117151 J Truss#1 11 LOCATION: 11 M,[in Hous 18 STATE: NV FORMULAS AND FACTORS PER 2005 NDS TRUSS REACTIONS Appruval rnited to t Portion '4 7 R1= 1025 lbs R2= 1060 lbs Spacing= 24 in.o.c. 9 4 Truss: E3M22402 6 3 oofLL=Pg*0 7*Ct*Unbal.Load (assumes Cc and I=10) 5 (Load in psf) Pg *0 7 1 Ct I Unbal.JRf LL 9(post) 2 Design Snow Load 55 07 1.1 1.5 64 LOADING CONDITION Actual Snow Load 30 0.7 1.1 1.5 35 1 DIAGRAM Width(ft)= 16 Roof Pitch. 5 To Chord Bot.Chord (Load in pso LL DL Bot. LDL Total 0 Truss Type: H "H"=Hinged Design Load 64 10 0 10 84 10 0 "C"=Cape/Storage Actual Load 35 0 to 55 DESIGN LOADING(PSF) Total Load Reduction Factor= Actual 55 = 0.65 1 LL I DL I TL Design 84 1ST FL 40 10 50 �ElLfNG 0 7 7 ive Load Reduction Factor= Live Load 35 = 0.63 !ND FL 30 10 40 Total Load 55 .ZOOF-EXT 213 123 335 1 1 Z0CF-MAT 220 127 347 Adjusted Loads kXT WALL 1 0 1 50 1 50 W I(tot)= 335 lbs/lf W2(tot)= 347 :bs/If AT WALL IL 0 1 40 1 40 W I(live)= 213 lbsAf W2(live) 220 bs/lf LOAD COMBINATION SUMMARY CHART(lbs/10 Loading Ist Floor I st Fl Wall Cig 2nd Floor 2nd F1 Wall I Roof/Ext I Roof/Matell Total-Ext I Total-Mate Condition Total Live Ext Mate Total Total Live Ext Mate Total Live Total Live Total Live Total Live 1 400 320 400 320 400 320 2 400 320 50 40 56 320 240 686 420 676 420 3 400 320 50 40 56 320 240 50 40 335 213 347 220 1018 579 1008 585 4 400 320 50 40 335 213 347 220 652 399 652 405 5 56 56 0 56 0 6 320 240 320 240 320 240 7 320 240 50 40 335 213 347 220 592 339 592 345 EE8 335 213 347 220 335 213 347 220 9 56 320 240 50 40 335 213 347 220 648 339 648 345 Notes. I Floor and ceiling loads above are calculated using the following [Box Width(ft)]/2 x Design Load Example: 1st Floor= 16 /2x 50 = 400 lbs/lf 2 Roof loads are taken from Max Gravity Reactions listed on truss drawing and adjusted to account for spacing and Actual(required) versus Design snow load as shown above. 3 Load totals given for conditions with multiple live loads incorporate a reduction factor of 75 applied to the live loads only 17151 HLC.xls-Cover Page s SERIAL NO: 17151 Beam Calculations -Truss: HMD22402 Main House Microlam Desien Values SPF#2 Design Values Formulas used in Calculations Fb= 2925 psi Fb= 875 psi A=(b)(d) ARFQD=3/2Max Shear/F.' IRF.Q.D(TL)=A,,(i 875x`vTL)( :1 Fv= 285 psi F,= 135 psi S=(bxd)2/6 SREQ'D=12(W)z/8(Fb) IREVD(LL)=Aia((s75XWILXLftF: E= 2,000,000 psi E= 1,400,000 psi I=(bxd)3/12 Beam#2: Location:Great Room FLOOR ABOVE Loading Parameter: Beam Type: Loadine Coaditions: Loading Condition: 6 (from cover sheet) M ("M"for Microlam) WTI,= 320 pif Length of Beam: 14.8 ft=L ("S"for SPF#2) WTI-= 240 plf Beam Location: M ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 2368 lbs Max Defl(TL)=L(12)/240 in= 0 74 in Support Wall Height: 9 ft Max Moment—WL'/8 ft-lbs= 8762 ft-lbs Max Defl(LL)=L(12)/360 in= 0.49 in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adiusted Microlam Design Values anti Depth CD(tb)= 1 Cr(Fb)= I Fb= 2925 psi 2 @ 1-1/2x 9.25 in CD(N)= I Fv= 285 psi CF(Fb)= I E= 2,000,000 psi Required Properties Of Beam Required Posts A= 37 int> A(,))= 12.465 in' 34% S= 57 m3> S(RFQ,))= 35_9 in' 63% 2x3's=4 1= 263.8 in > 44REQD)= 233.41 in' 88% or 2x4's=2 ILU.Qm= 262.59 in 100% or 2x6's=N/A Beam#3: Location:Great Room CEILING Loading Parameters: Beam Tvce: Loadine Conditions: Loading Condition: 5 (from cover sheet) M ("M"for Microlam) WTI.= 56 plf Length of Beam: 14.8 ft=L ("S"for SPF42) W.I.= 0 plf Beam Location: M ("M"for Mate Line) ("E"for Emenor) Max Shear—WL/2 lbs= 414 lbs Max Defl(TL)=L(12)/180 in= 099 in Support Wall Height: 9 ft Max Moment=WLz/8 ft-lbs= 1533 ft-lbs Max Defl(LL)=L(12)/240 in= 0 74 in Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values ouantity Depth CD(tb)= 09 C,(Fb)= I Fb= 2632.5 psi 2 a,1-1/2x 5.5 in CD(fv)= 09 R= 256.5 psi CF(Fb)= I E= 2.000,000 psi Required Properties Of Beam Required Posts A= 16.5 int> A(_,,,,)= 2.415 in' 15% S= 15.1 in 3> SWO))= 7 in' 46% 2x3's=1 1= 41.6 m°> 44RF0D)= 30_68 in' 74% or 2x4's=1 ILURFQ)))= 0 in' 00/0 or 2x6's=N/A ` PFS Corporation Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to - - Factory Built Portion - 17151 HLC As-Beams SERIAL NO 17151 Beam Calculations -Truss: HMD22402 Main House Microlam Design Values SPF#2 Desian Values Formulas used in Calculations Fb= 2925 psi Fb= 875 psi A=(b)(d) Aw 9,=Max Shear/F,' I.W.)(TL)=Ar(i e75XW r,X,)E F°= 285 psi F,= 135 psi S=(b)(d)'/6 S.9�=12(W)'/8(F,') 1,(LL)=A,.Lo 875xW„Xi.i E E= 2,000,000 psi E= 1,400,000 psi 1=(b)(d)'/12 � ?I, Location: Floor Girders FLOOR L y in P Beam Tvce: Loadine Conditions: is p [,P4 g Condition: 1 (from cover sheet) S ("M"for Micmlam) WTL= 400 Of gth of Beam: 9S ft=L ("S"for SPF#2) WLL= 320 plf ' �'?• Location: M ("M"for Mate Line) s � ("E"for Eirtenor) Max Shear-WL/2 Ibs= 1900 Ibs Max Defl(TL)=L(12)/240 in= 0 48 in ' ISuAort Wall Height: 1 ft Max Moment=W12/8 ft-Ibs= 4513 ft-Ibs Max Defl(LL)=L(12Y360 in= 0 32 in Member Analyzed: SPF 42 Beam PASSES SPF 92 Adjustment Factors Ad histed SPF#2 Designs Values ouantify DeDth CD(Ib)= 1 CnFb)= 1 Fb= %2.5 psi 2 (a�2x 10 in CIW,')= I N= 135 psi CF(I:b)= I I E= 1,400,000 psi Reauired Properties Of Beam Reauired Posts A= 37,n'> A(,,,,v„)= 21.105 in' 579/6 S= 57 in'> S(w.,)„)= 563 in' 990/1 20's=3 1= 263.8 in'> ITu,uv,)i= 110.23,n' 42% or 2x4's=1 ILL,( .p'„)= 132.28 in' 50% or 2x6'5=N/A Beam#5: Location:Floor Girders FLOOR Loadine Parameters: BeamType: Loading Conditions: Loading Condition: 3 (from cover sheet) S ("M"for Microlam) WTI- 1008 pIf Length of Beam: 633 R=L ("S"for SPF#2) WLL= 584.9 pIf Beam Location: M ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 Ibs= 3190 Ibs Max Defl(TL)=L(12)/240 in= 0 32 in Support Wall Height: 9 R Max Moment=WC/8 ft-Ibs= 5048 ft-Ibs Max Defl(LL)=L(12v360 in= 0 21 in Member Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adjusted SPF#2 Designs Values un• Death CNibi= 1 15 CAI b)= I Fb= 1106.9 psi 2 (d 2x 10 m C:)(f) 115 F,= 1553 psi CI(Fb)= I I E= 1,400,000 psi Reouired Properties Of Beam Reauired Posts A= 37 m'> A(.,,,,= 30_81 in' 83% S= 57 in'> S(w.vo)= 54.7 in' 96% 2x3's=5 1= 263.8 in'> Iruw an,= 82_16 in' 31% or 2x4's=2 ILuw.v,),= 71.53 in' 2710 or 2x6'5=N/A Beam#6: Location:Hip Beam-Trib Area 95sf ROOF/ATTIC Walk-up Attic: Loading Parameters: Beam Tvce: Loading Conditions: Loading Condition: 8 (from cover sheet) M ("M"for Microlam) W11— 226 pIf=95X40/16 8 Length of Beam: 16.65 R=L ("S”for SPF02) WLL= 170 pIf=95X30/16 8 Beam Location: M ("M"for Mate Line) ("E"for Extenor) Max Shear-WL/2 IN= 1881 Ibs Max Defl(TL)=L(12)/180,n= 1 11 ,n Support Wall Height:_ft Max Moment=WC/8 ft-Ibs= 7832 ft-Ibs Max Defl(LL)=L(12p240 in- 0 83,n Member Analyzed: Mircolam Beam PASSES Microlam Adjustment Factors Adjusted Microlam Design Values PFS CorporationDenth CuOb)= 115 CA Fb)= I Fb= 3363.8 psi 1 1a,1-1/2x 11.25 m CiNt,��= 1 IS FF, 327.8 psi Northeast Region anh CI,Ib,= 1 E= 2,000,000 psi APPROVEDRequired Properties Of Beam ReouiredReaui�re sred Posst A= 16.9 m'> A,_,,,)= 8.61,n' 51% R Wenner - 1 S= 31.6 > Si H,,, 27.9,n' 88% 2x3's=3 2/22/18 1= 178 > ITIX-111,= 176.29 99% or 2x4's=1 17151HLC As-Beams(2) '[,[A-"I')= 176.55 m' 990e or 2x6's=N/A Approval limited to Factory Built Portion SERIAL NO: 17151 Beam Calculations -Truss: HMD22402 Main House Microlam Desien Values SPF#2 Design Values Formulas used in Calculations Fb= 2925 psi Fb= 875 psi A=(b)(d) Anq,,=3/2Max Shmr/Fv 1-E D(TL)=ArL(i 875XW„xL)',F. Fv= 285 psi Fv= 135 psi S=(b)(d)'/6 SREQ1U-12(W)-/g(Fb) IREQD(LL)=A1,1.(Ix/5XWrL(L)'F. E= 2,000,000 psi E= 1,400,000 psi 1=(b)(d)'/12 Beam#7: Location:TRIPLE 3046 WINDOW HEADER ROOF/ATTIC Walk-up Attic:NO Loadine Parameters: Beam Tvpe: Loadine Conditions: Loading Condition: 8 (from cover sheet) M ("M"for Microlam) W'ri.= 335 pIf Length of Beam: 9.9 ft=L ("S"for SPF#2) WLi,= 213 pIf Beam Location: E ("M"for Mate Line) ("E"for Exterior) Max Shear-WL/2 lbs= 1658 Ibs Max Defl(TL)=L(12)/l80 m= 0 66 in Support Wall Height: $ ft Max Moment=WL'/8 ft-lbs= 4104 ft-lbs Max Defl(LL)=L(12)/240 in= 0.5 in Member Analyzed: Mircolam Beam PASSES Microlam Adimtment Factors Adjusted Microlam Design Values Ouantity Depth Co(ib)= 115 CnFb)= I Fb= 3363.8 psi I Cd 1-1/2x 9.25 7m ] Crx i= I I5 F,= 327.8 psi CF(Fb)= I E= 2,000,000 psi Required Properties Of Beam Reouired Posts A= 13.9 in'-> A(.,r,)= 7.59 in" 55% S= 21.4 in'> S(RE(JD)= 14.6 in' 68% 2x3's=N/A I= 98.9 in'> IT1.(?")= 54_93 in' 56% or 2x4's=N/A ILU.gD)= 46.5 in' 47% or2x6's=1 Beam#8: Location:2ND FLR PS61611 SLIDER/C335 WINDOW ROOF/ATTIC Walk-up Attic:NO Loading Parameters: Beam Type: Loadine Conditions: Loading Condition: 8 (from cover sheet) S ("M"for Microlam) Wit.= 335 pIf Length of Beam: 6 ft=L ("S"for SPF#2) WLL= 213 plf Beam Location: E ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 1005 lbs Max Defl(TL)=L(12)/180 in= 04 in Support Wall Height: S ft Max Moment=WL2/8 ft-lbs= 1508 ft-lbs Max Defl(LL)=L(12)/240 in= 0 3 in Member Analyzed: SPF#2 Beam PASSES SPF 92 Adiustment Factors Adjusted SPF#2 Desians Values .anti Depth CD(ib)= 1 15 C,(Fb)= I Fb= 1106.9 psi 1 Qd2x 10 in CD)(A)= 115 Fv= 1553 psi CF(Fb)= 1.1 E= 1,400,000 psi Required Properties Of Beam Required Posts A= 13.9 in'> AiRewi= 9.705 in' 70% S= 21.4 in' > S(.c„)= 16.3 in' 76% 2x3's=N/A 1= 98.9 m' > lTU.QD)= 17_47 in' 18% or 2x4's=N/A ILL(Rr,7Di= 14.79 in' 15% or2x6's=1 PFS Corporation . Northeast Region APPROVED 1 R Wenner - 1 2/22/18 f Approval limited to Factory Built Portion 17151HLC xls-Beams(4) SERIAL NO: 17151 Beam Calculations -Truss: HMD22402 Main House Microlam Design Values SPF#2 Dmian Values Formulas used in Calculations Fb= 2925 psi Fb= 875 psi A=(b)(d) A_q( =3/2Max Shear/F,; IRRQD(TL)=An(i 875XIV XLT/L Fv= 285 psi Fv= 135 psi S=(b)(d)'/6 SREQ1D=12(W)'/8(Fb-) IRrQ.D(LL)=Au(is75XW,,.xL)'m E= 2,000,000 psi E= 1,400,000 psi I=(bxd)3i12 Beam#9: Location:IST FLOOR DOUBLE WINDOW FLOOR ABOVE NO Loading Parameters: Beam Type: Loading Conditions: Loading Condition: 7 (from cover sheet) S ("M"for Microlam) WTL= 592,2 plf Length of Beam: 6.5 ft=L ("S"for SPF#2) WLL= 339,5 plf Beam Location: E ("M"for Mate Line) ("E•'for Extenor) Max Shear=WL/2 lbs= 1925 lbs Max Defl(TL)=L(12)/240 in= 0 33 in Support Wall Height: 9 ft Max Moment=WL=/8 R-lbs= 3127 ft-lbs Max Defl(LL)=L(12)/360 in= 0 22 in Member Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adjusted SPF#2 Designs Values f Depth CD(m)= 1 15 C,(Fb)= I Fb= 1106.9 psi @ 2x 10 in CD(N)= 1 15 Fv= 155.3 psi CF(Fb)= I 1 E= 1,400,000 psi Required Properties Of Beam Required Posts A= 37 in'> A(R3,,i„)= 18.6 in' 50% S= 57 in3> S(.,,,,)= 33.9 in' 59% 2x3's=N/A 1= 263.8 in > IT4 .,p,)= 52_27 in 209/6 or 2x4's=N/A ILL4 ,vn)= 44.95 in 17% or2x6's=1 Beam#10: Location:IST FL PS61611 SLIDER FLOOR ABOVE Loading Parameters: Beam Tvpe: Loading Conditions: Loading Condition: 7 (from cover sheet) S ("M"for Microlam) WTI,= 592,2 plf Length of Beam: 6.1 ft=L ("S"for SPF92) WIA,= 3395 plf Beam Location: E ("M"for Mate Line) ("E"for Exterior) Max Shear=WL/2 lbs= 1806 lbs Max Defl(TL)=L(12)/240 in= 031 in Support Wall Height: 9 ft Max Moment=WL=/8 ft-lbs= 2754 ft-lbs Max Defl(LL)=L(12)/360 m= 02 in Member Analyzed: SPF#2 Beam PASSES SPF#2 Adjustment Factors Adjusted SPF#2 Designs Values uaatiNoth CD(iv)= 1 15 C,(Fb)= I Fb= 1106.9 psi 2 (k).2x 10 in CD(f,)= 1 15 F,= 155.3 psi CF(Fb)= I I E= 1,400,000 psi Required Properties Of Beam Required Posts A= 37,ni> Ai,,,_,)= 17.445 in' 47° S= 57 in3> S(w,,,,)= 29.9 in' 52% 2x3's=N/A = 263.8 in4> ITU.,,,,,)= 43.2 in4 16% or 2x4's=N/A ILLA-Qn)= 37_15 m4 14% or 2x6's=1 PFS CorporationNI Northeast Region APPROVED R Wenner - 1 2/22/18 Approval limited to Factory Built Portion lL 17151 HLC As-Beams(5) 1 SERIAL NO- 17151 Beam Calculation -Truss#1 Combination Uniform&Point Loads Microlam Desien Values Adjustment Factors Adjusted Desien Values Fb= 2925 psi CD(tb)= 1 15 Cr(Fb)= 1 Fb= 3363.8 psi Fv= 285 psi CD(fv)= 1 15 Fv= 327.8 psi E= 2,000,000 psi CF(Fb)= 1 E= 2,000,000 psi Formulas used in Uniform Load Calculations Formulas used in Point Load Calculations AREQ'D=3/2•Max Shear/F,' IREQ,(TL)=ATL(1.875XWTLXL)3/E S=(b)(d)2/6 SREQD=12PLZ/4(Fn') SREQD=12(W)Z/8(Fti) 1REQD(LL)-4LL(1.875)(WTL)(L)3/E I=(bxd)'/12 IRr:Qn(TL)=1080PLZ/E User Input: Location: Hia Back Beam ROOF/ATTIC Loading Condition: 8 (from cover sheet) Point Load From Beam# Hip (See Beam Sheet) Length of Beam: 15.5 ft=L Point Load Distance From End Of Beam'a'= 4 ft. Beam Location: M ("M"for Mate Line) ("E"for Exterior) Beam Type' Support Wall Height: $ ft M ("M"for Microlam) "S"for SP #2) Member Analyzed: Mircolam Beam Ouantity Depth 1 @ 1-1/2x 11.25 in. Properties Of Beam Required Properties Of Beam-Uniform Load Required Properties Of Beam-Point Load A=(bxd)= 16.9 int _ A(RFQ•D)= 9.54 in' PASSES S=(b)(d)Z/6= 31.6 in _ S(RF.Q'D)= 29.7 in' PASSES S(REQ•D)= 19.7 in' PASSES I=(b)(d)3/12= 178 in _ lTL(RF.Q'D)= 94.4 in PASSES ITL(RF.Q.D)= 83_57 in PASSES > lLL(RF.Q'D)= 25_14 in PASSES Max Shear greater of R1,R2= 2084 lbs Max Allowable Defl(TL)=L(12)/180 in= 1.03 in. Max Moment=WC/8= 10039.5 ft-lbs Max Allowable Defl(LL)=L(l2)/240 in= 0.78m. Combined Deflections: A Uniform Load: Max A=5wl4/384EI= 0.55 in. A Point Load: Max A @ x=Pab(a+2b 3a(a+2bl= + 0,48 in. PFS Corporation 27EIL Northeast Region Total Deflection: = 1.03 in. < 1.03 in. APPROVED Beam LoadingDiagram: R Wenner - 1 L= 15.5 ft. 2/22/18 a(ft)=4 b(ft)= 11.5 Approval limited to X= 1, 6 ft. Factory Built Portion P= 1865 lbs Beam: WTL= 150 plf '— R(= 2084 lbs. RZ 1181 lbs Required Bearing: 4.9 in Bearing: Note:Bearing Area Requirements established using SPF#3(Fc=425psi) ,� _ } Reauired Posts for Header na,: R1= 2084 lbs. Comnression Bearin Use: I ' 2x3's=3 > 2 } 3 t OR 2x4's=1 = 1 } 1 OR 2x6's=1 17151 HLC.xls-Beam Unif&Point SERIAL NO 17151 Beam Calculation -Truss#1 Combination Uniform&Point Loads Microlam Design Values Adjustment Factors Adiusted Design Values Fb= 2925 psi CD(fb)= 1 15 Cr(Fb)= 1 Fb= 3431 psi Fv= 285 psi CD(fv)= 1 15 Fv= 327.8 psi E= 2,000,000 psi CF(Fb)= 102 E= 2,000,000 psi Formulas used in Uniform Load Calculations V / Formulas used in Point Load Calculations AREq~ =3/2*Max Shear/F,' IREQ'D(TL)—ATL(I 875XWTJ(L)/E S=(bHd)2/6 S,,,D=12PLZ/4(Fe) SR..QD=12(W)/8(Fti) IREQ'D(LL)—ALL(1.875)(WTLXL)'/E I=(bxd)'/12 lWxrD(TL)=1080PL'/E User Input: Location: Master bedroomRoof Beam ROOF/ATTIC Loading Condition: 8 (from cover sheet) Point Load From Beam# Hip (See Beam Sheet) Length of Beam: 14.8 ft=L Point Load Distance From End Of Beam'a'= 4 ft. Beam Location: M ("M"for Mate Line) PFS Corporation ("E"for Exterior) Beam Tyue: Northeast Region Support Wall Height: $ ft M ("M"for Microlam) APPROVED ('IS"for SP #2) R Wenner - 1 Member Analyzed: Mircolam Beam QuantityDe th 2/22/18 1 @ 1-1/2x 14 in. Approval limited to Factory Built Portion Properties Of Beam Required Properties Of Beam-Uniform Load Required Properties Of Beam-Point Load A=(bxd)= 21 in' >_ A(REQ.D)= 14_69 int PASSES S=(b)(d)2/6= 49 in' > S(REQ D)= 43 in' PASSES S(Rf(YD)= 19 in' PASSES I=(b)(d)'/12= 343 in' > lTL(RP.Q'D)= 136.97 in' PASSES ITL(RrQD)= 78_95 in PASSES > It (RF.Q'D)= 160.47 in' PASSES Max Shear=Greater of R1,R2= 3211 lbs Max Allowable Def(TL)=L(l2)/180 in= 0.99 in. Max Moment=WLZ/8= 12288.8 ft-lbs Max Allowable Defl(LL)=L(12)/240 in= 0.74 in. Combined Deflections: A Uniform Load: Max A=5wl4/384EI= 0.39 in. A Point Load: Max A @ x=Pab(a+2b) 3a(a+2b�= + 0.23 in 27EIL Total Deflection: = 0.62 in. < 0.99 in. PASSES Beam Loading Diagram: L= 14.8 ft. a(ft)=4 b(ft)= 10.8 x= 5.84 ft. P= 1865 lbs Beam: WTL= 250 plf R1=1 3211 lbs RZ 2354 lbs f Required Bearing: 7.6 inz Beariniz: Note:Bearing Area Requirements established using SPF#3(Fc=425psi) i• Reauired Posts for Header n: R1= 3211 lbs. Compression Bearing Use: 2x3's=4 > 3 } 4 OR 2x4's=2 = 2 } 2 OR 2x6's=1 = 1 } 1 17151 HLC.xls-Beam Unif 8 Point(2) +! SERIAL NO- 17151 Beam Calculation -Truss#1 Combination Uniform&Point Loads Microlam Desien Values Adjustment Factors Adjusted Desien Values Fb= 2925 psi CD(fb)= 1 15 Cr(Fb)= 1 Fb= 3363.8 psi Fv= 285 psi CD(fv)= 1 15 Fv= 327.8 psi E= 2,000,000 psi CF(Fb)= l E= 2,000,000 psi Formulas used in Uniform Load Calculations Formulas used in Point Load Calculations AREQD=3/2'Max Shear/F,.' IREQ'D(TL)=ATL(1.875XWTL)(L)'/E S=(b)(d)2/6 SREQDti=12PL2/4(F ) SUID=12(W)'/8(Fe) 1REQ'1(LL)=ALL(1.875XWTL)(L)/E I=(bxd)'/12 IRLvu(TL)=1080PL2/E User Invut: Location: Window Header in office ROOF/ATTIC Loading Condition: 8 (from cover sheet) Point Load From Beam# Hip (See Beam Sheet) Length of Beam: 9.5 ft=L Point Load Distance From End Of Beam'a'= 1.2 ft. Beam Location: E ("M"for Mate Line) PFS Corporation ("E"for Exterior) Beam Tvpe: Northeast Region Support Wall Height: $ ft M ("M"for Microlam) "S"for SP #2) APPROVED Member Analyzed: Mircolam Beam R Wenner - 1 Ouantity Depth 2/22/18 2 @ 1-1/2x 9.25 in. Approval limited to Factory Built Portion Prouerties Of Beam Required Properties Of Beam-Uniform Load Required Properties Of Beam-Point Load A=(b)(d)= 27.8 int A(REQD)= 11_54 int PASSES S=(b)(d)2/6= 42.8 in' > S(RRQ•„)= 29.7 in' PASSES S(REQ•D)= 7_8 in' PASSES 1=(b)(d)'/12= 197.9 in' > lTL(R[. D)= 21_73 in PASSES ITL(RhQD)= 15_81 id' PASSES > 1LL(RE(1D)= 5.79 in PASSES Max Shear=Greater of R1,R2= 2521 lbs Max Allowable Dell(TL)=L(l2)/l80 in= 0.63 in. Max Moment=WC/8= 3877.1 ft-lbs Max Allowable Defl(LL)=L(l2)/240 in= 0.48 in. Combined Deflections: A Uniform Load: Max A=5wl4/384EI= 0.07 in. A Point Load: Max A @ x=Pab(a+2b,) 3a(a+26)_ + 0.05 in. 27EIL Total Deflection: = 0.12 in. < 0.63 in. Beam Loading Diagram: L= 9.5 ft. a(ft)= 1.2 b(ft)=8.3 x= 2.67 ft. P= 2084 lbs Beam: WTL= 150 plf _ R,= 2521 lbs. R2= 963 lbs - Required Bearing: 5.9 int Bearing: Note:Bearing Area Requirements established using SPF#3(Fc--425psi) " Required Posts for Header(a,: R1= 2521 lbs % Comoression Bearine Use: 2x3's=3 > 2 } 3 OR 2x4's=2 = 2 } 2 OR 2x6's=1 17151 HLC As-Beam Unif&Point(3) �j- a SERIAL NO 17151 Beam Calculation -Truss#1 Combination Uniform&Point Loads SPF#2 Design Values Adjustment Factors Adjusted Desien Values Fb= 875 psi CD(fb)= 1 15 Cr(Fb)= 1 Fb= 1106.9 psi Fv= 135 psi CD(fv)= 1 15 Fv= 155.3 psi E= 1,400,000 psi CF(Fb)= I 1 E= 1,400,000 psi Formulas used in Uniform Load Calculations Formulas used in Point Load Calculations ARE,QD=3/2*Max Shear/F,.' IREQ•D(TL)=ATL(I 875)(WTL)(L)3/E S=(b)(d)'/6 Si,_,D=12PL'/4(Fti) SR.;QD=12(W)z/8(Fy') IREQ'D(LL)-ALL(I875)(WTL)(L)/E [=(bxd)'/l2 1111crD(TL)=1080PLZ/E User Input: Location: window header in mstr bdrm ROOF/ATTIC Loading Condition: 8 (from cover sheet) Point Load From Beam# hip (See Beam Sheet) Length of Beam: 3 ft=L Point Load Distance From End Of Beam'a'= 1 ft. Beam Location: E ("M"for Mate Line) PFS Corporation ("E"for Exterior) Beam TUe: Support Wall Height: $ ft S ("M"for Microlam) Northeast Region "S"for SP #2) APPROVED Member Analyzed: SPF#2 Beam R Wenner - 7 Ouantity Depth 2/22/18 2 @ 2x 10 n. Approval limited to Factory Built Portion Properties Of Beam Required Properties Of Beam-Uniform Load Required Prooerties Of Beam-Point Load A=(b)(d)= 27.8 in' AtREQ„ = 18_27 in PASSES S=(b)(d)Z/6= 42.8 in' > StRI,Q•„ = 19.1 in' PASSES StRhQ•„ = 15.1 in' PASSES I=(b)(d)'/12= 197.9 int ITLtRi.QD = 2.18 in PASSES ITL(RFQD)= 6.15 in' PASSES > 'WREQD)= 1.85 in' PASSES Max Shear=Greater of R I,R2= 1892 lbs Max Allowable Defl(TL)=L(12)/180 in= 0.2 in. Max Moment=WC18= 1766.21 ft-lbs Max Allowable Defl(LL)=L(12)/240 in= 0.15m. Combined Deflections: A Uniform Load: Max A=5WI4/384EI= 0 in. A Point Load: Max A @ x=Pab(a+2b) 3a(a+2b�= + 0.01 in. 27EIL Total Deflection: = 0.01 in. < 0.2 in. PASSES Beam Loading Diagram: L= 3 ft a(ft� 1 b(ft)=2 x= 1.29 ft P= 2084 lbs Beam: WTL= 335 pif R,= 1892 lbs. RZ 1197 lbs, Required Bearing: 4.5 inZ Bearing: Note:Bearing Area Requirements established using SPF#3(Fc--425psi) Reauired Posts for Header na: Rl= 1892 lbs. Compression Bearing Use: 2x3's=3 > 2 } 3 OR 2x4's=I = I } 1 OR 2x6's=1 WMHMaster-Use This One-08.17.xlsx-Beam Unif 8 Point 18'4'MAX C.W C. CHAPTER 236 COMPLIANCE DATE' OCTOBER 10, 2017 JOHN T. METZ&ER 8"THICK PRECAST v �T(1phfW ATL'A 11ATTAA1dF?dT (`l1UTA/1T Pi AU _ I/'1SFPI-I .1 FSI IRR ASr.A Nn .IR N.Y.S. LIG. NO. 49618 SURVEY 7H�Ty'7 //1/�y"lf PROPERTY,/77f� CONCRETE TRAFFIC __. SWALNC CRASS - a Arri_iGANT' SU \j I L/ ,L �/j PROP R 1 GRA8LASS SHOULDERNG ,. �^��� ORAOE � & STORMWATER DETAILS 1000-54-05-45.4 PEGONIC, 5URVEYOR5, P.G. GRASS . TYPICAL = - - _ a S.G.T.M. Ik' A T SO UTHOLD �� I CAST IRON INLET y ,� : �E (631) 765-5020 FAX (6311 765-1797 GRATE g �EORADE 1 S Y y f '� � Y ^j V PROPERTY 2120 NORTH 5EA DRIVE P.O. SOX `10`1 GRADE N = _ " ` ADDRESS' 50UTHOLD, N.Y. 11971 1230 TRAVELER STREET TO WN OF SO UTHOLD 1_11111= 111/0* 5OUTHOLD, N.Y. 11971 ,_: PERSPECTIVE VIEW SUFFOLK COUNTY, N. Y. - � :.::;._, ;:,;.,.: «: : SCALE: NTS 1000-54-05-45.4 — O®M®® ® CLEAN SAND k ®®®® ® GRAVEL , / SCALE.• 1'= 30' " o®®®® 1111= APRIL 7, 2015 61YAC�_AKINO36" MINIMUM 2 x 2 -01-�� MAY 12, 2015 (B.O.H.) <11JJJ—I I I I I FENCE POST i c CLEAN SAND L GRAVEL 14, 2017 (PROP. HOUSE) VEL =� WOVEN WIRE FENCE / � o oaouxo II' DWAETER x r c6x6 - ,D/,D WWF) CJ �F` FO MARCH 1, 2017 (CERRFICATIONS) DEEP PRECc WATER 2'-0" 8'-0" Dia. Mm 0" LEACHING RINGREIE FILTER CLOTH o �/ �•ry^'� /`j/ 'v��O�(�� MARCH 30, 2017 (REVISIONS) ^ %c` ��Ftij�'f'c�'sy AUGUST 09, 2017 (TOPO. & MONUMENTS) Pools EMBED FILTER CLOTH ^ �F FT 1✓� �� �(' C ��T SEPT. 7, 2017 (REVISIONS) Gical Section Leaching i ools MIN. 8" INTO GROUND ��/ 89P l.�s0 /� (� O� yRASS SWAI.E DETAII, g NOTE: ,�� ,� +�+\\ ` �` �o OCTOBER 12, 2017 (STORM WATER MANAGMENT) Scale NTS MAXIMUM DRAINAGE AREA \ / �A / / + a y c �/ // . ^. y 112 ACRE 1 100 LINEAR FEET /11 'v /+ T \{.\,I.\ • �A "✓C /i: OS` SECTION DETAIL �. [�•``/7y- /+ + p�,�R}+\+\\� sAN, �j6`/ SILT FENCE DETAILS \ (�� 0/ \y) p� '' c�q 9`s �1�T�'Q'L�i SCALE: NTS \ \� ` v\ S°° TCO�,</ y �/�O \ /+/+ ^F\CSG✓+ + r\x J 207s �X `� 60'MIN. Q�" BUT SUFFICIENT TO KEEP X A SEDIMENT ON SITE A�p� C. HAY BAIL AND/OR / -�(U� U� //+/+ � 05.0 '�/ p10 �20 �j SILT FENCING y Nz p�c7\0 /+ 1'S`` M1NS I'O``l F�\S �p �! l,`R \+ p( ��` < �O\� V ,' .•.4.• .'A,. W U, �, 4//V // QST i } T'• / \ \+ \ ��\��0 Q `V Dy'' •-,<.'19. Z 2)0 LU o N >0 O ✓ ,, +///'-'. i`�° i /�/ _ R7 ry�p`I�O� -''tO i �O// <TFt/A \+\ \x Ct1 /� \G � �• ,�;• .•/�, U~ \ � � ,�� SF���.�`�N�'=�! // moi' p @Oe�/vU� v'/6. `�, �' 00/ �Oa / '�'Fj�/Tj�f' +\ F' \x i�� \T� w =o (� tij✓/ FA I._�, <o , / - Q U0� > QQ '__��;1,p�k��Ay`e %j� i oL9,�. /`•� Q 0�� 0 U�v?/ux�;'r O aFo 0 0 hZp' C eCONSTRUCTON ENTRANCE-FOUNDATION OFCOMPACTED 3/4"STONE BLEND � A. / 0 OR N.Y.STATE D.O.T.APPROVED R.CA CO0 FILLTO18"(Min)ABOVE EXISTING \ Q HAY BAIL AND/OR I GRADE FOR DRAINAGE ( I FyT pR 1 / /�/ ` (� V) Pte'O SILT FENCING FC\ / PLAN VIEW GP +/��L C SCF/°� / / Pl Oe 1- %( 6 S>• / }/ I 41b ` . -t----» / PROPOSED RAIN RUNOFF CONTAINMENT Cl,P �b HOUSE = 1878 SQ.FT. OQO��O�h �c� /?/j` o�� I /�� EF<`s°' // �% GARAGE = 672 SQ.FT. 1 1 XISTING GRADE \ + 1 _ \+ 1 �' / "/ 1 I /� / A� 2550 SQ.FT. ROAD s\ SiF�A \+\+ \ \\\ 1\' t7�\�v ' /^mac % 2550 x 1 x 0.17 = 434 CU.FT. \, O i / HAY BAIL AND/OR + . 1O //�^ / I / >a °' C QV 3O STONEBOL ENTR ENTRANCE- FOUNDATION OCOM AED /I, F1Tl'O \ F ! DRIVWAY PERVIOUS = 1359 SQ.FT. SILT FENCING YY FILLT01 8"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. S�• FCT +\+�\Fl0, - / \ `%i- I / } s 1359 x 0.8 x 0.17 = 185 CU.FT. ° I�� �P 619 CU.FT. ss� ,,/'_ \ + + \/� \\� f i a�� 2�'}/ �`P 619/42.2 = 1 VF CROSS SECTION �� ry S, 4r,jl �� �c4/ %4 V PROVIDE [8] DWs 80 x 2' DEEP TEMPORARY CONSTRUCTION ENTRANCE �� �F\�+ \\ \�� // 4 �� / 4�-Q DRY WELLS CONNECT TO HOUSE �� F� \+ \ �� 4� }/ � WITH GUTTERS & LEADERS SCALE: NTS q \ \+ \ . / �} �' PROPOSED SEPTIC SYSTEM ��'�/� Cq�Gj. �Q`� 5 BEDROOM HOUSE 1 1-PRECAST 1500 GALLON SEPTIC TANK y 9-80 LEACHING POOLS 2' DEEP �T +\+\ / �\ WITH 3' SAND COLLAR 3' MIN. ABOVE GROUND WATER o) 70 .3 \ �--®--�= PROPOSED CONTOUR s- REBAR ® = PIPE CERTIFIED TO- ® = MONUMENTTEST HOLE DATA / 5TEWART TITLE IN5URANCE COMPANY = WETLAND FLAG. �� McD0NALD 03/1212015IENCE / TITLE\ J05EPH OJ. 6URRA05CAN0SJR. EL. 4.7' BROWN LOAMY SAND SM DONA DURRA5CANO PALE BROWN FINE SAND SP �v�OQ ��0 r I.1 c:6I/�- FLOOD ZONES FROM FIRM 6103CO154H / QJ \� �^ � � ''`.0�, Map Effective Date: September 25, 2009 2 PALE BROWN FINE TO COARSE SAND SW �` �� fc�'� 1`�. r WI TH 10% GRAVEL / 4 G `} S I ;-r a AI, 0 ELEVATIONS ARE REFERENCED TO NA VD 88 DATUM. EL. 0.4' — 4.3' AREA= 40,903 SQ. FT. The location of wells and cesspools shown hereon are �! from field observations and or from data obtained from others. W1 7 TERNGR BROWN FINE TO COARSE SAND SW \� btAl"Q! N. YS. LIC NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION I am familiar with the STANDARDS FOR APPROVAL PECONIC-SURVEYORS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE ( )631 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS 11' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES P.O. BOX 909 ' HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF and will abide by the conditions set forth therein and on the SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NOTE: WATER ENCOUNTERED 4.3BELOW SURFACE permit to construct. 1230 TRAVELER STREET 15-118 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 8"THICK PRECAST 1a-0-M�uL C.ro c. CHAPTER 236 COMPLIANCE DATE' OCTOBER l0, 2ot7 JOHN T. METZGEK e°�ING STRAFTIC LAAB. EXISTING �s m STORMWATER MANAGMENT CONTROL PLAN JOSEPH J. BURRASGANO JR. N.Y.S. LIG. NO. 49618 SURVEY OF PROPERTY APPLICANT' GRADE & STORMWATER DETAILS GRASS SHOULDER CAL ,� € 5.C.T.M. #' 1000-54-05-45.4 PEGONIG SURVEYORS, P.G. AT SOUTHOLD AREA TYPICAL CAST IRON INLET J �' Y : (631) 765-5020 FAX (631) 765-1797 1 GRATE&FRAME v S '��„ ,� �' �. �.' , 2120 NORTH 5EA DRIVE �✓ '�' PROPERTY P.O. E50X `109 0 GRADE— GRADE �. ADDRESS' 1230 TRAVELER STREET TOWN OF SO UTHOLD ��� 50UTHOLD, N.Y. 11971 5OUTHOLD, N.Y. 11971 . --- — =111111 1COUNTY, N. Y. PERSPECTIVE VIEW SUFFOLK io =U1111 12 1000-54-05-45.4 SCALE: NTS ® GLEAN SAND®®®y®'` & `%�{`J ®®®MI® ® GRAVEL \ = � f— x SCALE. 1 - 30 " ®®®®® APRIL 7, 2015 _ 0®In ®® I I I I 36" MINIMUM 2 x 2 v� `��fV' \` O;SA' MAY 12 �/ LIllJ®11111 FENCE POST s�"p/ , 2015 (B.0.H.) _I c CLEAN SAND S GRAVEL =� WOVEN WIRE FENCE '�0. FEBRUARY 14, 2017 (PROP. HOUSE) GROUND S' DIAMETER x 2' IS x 6 -10110 WWF)EEP i 'I WATER 2-0 8'-0" Dia. 2'-0" PLEACHAH RING. FILTER CLOTH o �� v ^� / �i,f�O MARCH 1, 2017 (CERTIFICATIONS) N Jm / ti � ARCH 30, 2017 REVISIONS m. Min. 3(OP f ���se �o�� o�'�F,�'`�F.s, AUGUST 09, 2017 TOPO. & MONUMENTS MIN.EB" INTO GROUND ^ �F Fj `� O �� T9� '9 SEPT 7(2017 REVISIONS ) ical Section Leaching Pools aq �' c T ( ) 'p @ g -s°' <<�.t.�, �'j'� o'l's�'S'�y OCTOBER 12, 2017 (STORM WATER MANAGMENT) GRASS SWALE DETAII. Scale : NTS NOTE: O X JANUARY 8 2018 STAKES SET MAXIMUM DRAINAGE AREA \ / //+/ T }\+\ C '9�1ps ( ) 1/2 ACRE/ 100 LINEAR FEET +/ A�+x\ VJ J• ,oG 'y�y/ i//,�,'1 �S FEBRUARY 27, 2018 (FOUNDA TION LOCA TION) SECTION DETAIL /� / r� y } SILT FENCE DETAILS \ Q/ s�T eO\}\++\S , ���'<y y�9s o��'y��F,�, SCALE: NTS \ \� � v1p O O +/ i�:i\ �rFti/T \'1'\}��, \ ��� ��y �'%I/F. 1\ �.<` L •• ' 1 A �> 74 F i 60'MIN. Q / 7 �ie \ / +/ �9�_ R6• / F�p +\ �Ll�r / \ \ n� '/1►, �� BUT SUFFICIENT TO KEEP r /" y / F�• <<�� 0� �e�/ \ B> }\+� � // / rf f h(��� w/' SEDIMENT ON SITE HAY BAIL AND/OR �/` SILT FENCING QF-Pl��v��? /+/ -oF�\S� y� �<opF /�+\+ J \\\ ;%` W- W 9 �o � // � ���0 / s''� MINS /� � 1` � �R +\ � \ ,���,' J10 #' W W ���•� !7 �� // \\ +\ \\ :\�' EL W 4V vS 2�o \ 0 , ,y5'I-✓f F / >o 0 J /- � + � ,\ R s J fr i`? O o 6 O }\+ S CONSTRUCTION ENTRANCE-FOUNDATION / V j O �Q ` CA` OFCOMPACTED3X'STONEBLEND A\ \ APR 1 3 2018 0OR N.Y.STATE D.O.T.APPROVED RCA F FILL T01 8"(Min.)ABOVE EXISTING i4�`` HAY BAIL AND/OR I . . / �( A' �• GRADE FOR DRAINAGE ? ; LO ) // O "o w -- SILT FENCING e PLAN VIEW GP� / ' CO '//% 4 \ S>• / / TOWN pia &OU'TI.OLI) G o• / �► / R ♦ PROPOSED RAIN RUNOFF CONTAINMENT Alp ss•\ \+ ".,e�' `V +\+ / ryR)���A�Z .0 V<Ct) HOUSE = 1878 SQ.FT. EXISTING GRADE / \ +\ zz 'Q Ory / (`�GY; I /�? so, / (� GARAGE = 672 SQ.FT. 0.� /( a ROAD 6\ rF \+\ \ ��� Aoe E' ° ���'� +/ ryO JAO 2550 SQ.FT. s2o \+\ 2550 x 1 x 0.17 = 434 CU.FT. HAY BAIL AND/OR IFOUNDATION COMPACTED DRIVWAY PERVIOUS 1359 SQ.FT. SILT FENCING %5 ON BOL N ORN.Y.STATED.O.T.APP ODR �D V A /�� �I'TO `� \ � � VP = Y \ FILL T01 8"(Min.)ABOVE EXISTING GRADE FORDRAINAGE. S�• Ftir� +\+\ \\ ry ��\` II / h s Q 1359 x 0.8 x 0.17 = 185 CU.FT. U / 619 CU.FT. / CROSS SECTION + \ } +\ /\ eG/ \\�\ I // �e/k, }// v 619142.2 = 1 VF �c� S• /+ \�%y I / Q�'^2 / N/� PROVIDE [8] DWs 80 x 2' DEEP \+ \oo� o TEMPORARY CONSTRUCTION ENTRANCE CP �� /' }/ O J� DRY WELLS CONNECT TO HOUSE ►�+ F9 \ + \ °p \ // / ���,}/ �� WITH GUTTERS & LEADERS SCALE: NTS G + 'o%� 9Cy�L�. \ \+ / %i }� ,P�<`' 5PROPOSED BEDROOM HOUSE TEM +\+ I / 1-PRECAST 1500 GALLON SEPTIC TANK \+\} I }// O� \O 9-80 LEACHING POOLS 2' DEEP \ WITH 3' SAND COLLAR 3' MIN. ABOVE -'Qi GROUND WATER + 0\ • _ � ,, SCS_ +\+ �O V PROPOSED CONTOUR 9• REBAR s �� S� ® = PIPE CERTIFIED TO- ® = MONUMENT TEST HOLE DATA / 5TEWART TITLE IN5URANCE COMPANY = WETLAND FLAG. MCDONALD GEOSCIENCE TITLE NO. ADA-03089-5 03/12/2015 / ���� J05EPH J. f5URRA5CANO JR. • EL. 4.7' BROWN LOAMY SAND SM / �Q' J DONA 6URRA5CAN0 0.5' G �� / FLOOD ZONES FROM FIRM 6103C0154H PALE BROWN FINE SAND SP 2Nz , / QJ \�'� 0.) Map Effective Date: September 25, 2009 PALE BROWN FINE TO COARSE SAND SW ,� .�� C\X TQC WITH 107. GRAVEL / 4N1PG Z ELEVA TIONS ARE REFERENCED TO NA VD '88 DA TUM. The location of wells and cesspools shown hereon are ♦,♦%��cAREA= 40,903 SQ. FT. < � ;• . from field observations and or from data obtained from others. e^ B WATER /N PALE BROWN FINE TO COARSE SAND SW 0 , WITH 109 GRAVEL STANDARDS FOR APPROVAL with th familiar we tAto� N.Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION lam PECON/C SURVEYORS, P.C. OF SECTION PER SECTIONFTHE NEW YORK STATF ION 2DUCATION LAW. ACATIONS AND CONSTRUCTION OF SUBSURFACE SEWAGE ( ( )631) 765-5020 FAX 631 765-1797 EXCEPT ALL 11' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF and will abide b the conditions set forth therein and on the P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR NOTE: WATER ENCOUNTERED 4.3' BELOW SURFACE y 1230 TRAVELER STREET 15-118 WHOSE SIGNATURE APPEARS HEREON. permit to construct. SOU OLD, N.Y. 11971 N SCDHS REF# R10-170033 SURVEY OF PROPERTY `✓` $ r' d.` AT SOUTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-54-05-45.4 SCALE. 1'= 30' APRIL 7, 2015 MAY 12, 2015 (B.0.H.) FEBRUARY 14, 2017 (PROP. HOUSE) MARCH 1, 2017 (CER71f7CA710NS) MARCH 30, 2017 (REVISIONS) AUGUST 09, 2017 (TOP(. & MONUMENTS) TEST HOLE DATA s�gtia SEPT. 7, 2017 (REVISIONS) McDONALD %(SCIENCE / �`.� 9OCTOBER 12, 2017 (STORM WA TER MANAGMENT) KES SE JANUARY 8, 18 (STA EL. 4.7' — 0 5 BROWN LOAMY SAND sM (Y �"' -1/ ���ocF o,�, FEBRUARY 27, 2018(FOUNDATION LOTCATION PALE BROWN FINE SAND SP / Qsa• /��,n Fiji 'pF`sy NOVEMBER 30, 2018 (f7NAL) _ 2, PALE BROWN FINE TO COARSE SAND SW. �� G� Cf- 4_3' WITH 109 GRAVEL �`� 4' v Tj T EL. 0.4' — 4.3' 1 k ` i WATER IN PALE BROWN FINE TO COARSE SAND SW G \` �� \ F -9� . WITH 109 �a\ ` GRAVEL �� Q , n :1:;� LL \ \k\ 2Q F� \ � 11' 0 \ \ NOTE WATER ENCOUNTERED 4.3' BELOW SURFACE Q ��/ '�►) Y WATER �. � VALVE Dw <�2'�'9�' °p PROPANE��� %\ \�> TANK p0 AC EQUIP. s>•F R/0 DECK DECK ti0� \ \R- J .� LP5 LPI SEPTIC / STAIRS LP8 D COVER \ / 6, LP90 ST LP60 LP3 O S LP7 P 2ND FLR. �' ; OVER DW SEPTIC LOCATION A�1R�'A 's9 // G \A 8Q. % Aq / 6B 0 �& STAIRS / ST 26' 49' ° 01 LP 1 44' 61' AiO�c �sS•\ 9Y �'R / OUT. SHOWER STAIR)/ cm LP 3 38' 66' LP 4 35' 68' LP 5 50' 69 SUFFOLiti COIUNTY DLP ARTiMENT OF HEALTH SERVICES LP 6 44' 70' AFrROVA!_0 LP 7 41' 72' "OGf:2TF�JCTCD WORKS FOR 6 \\ / / �� �P� ASINGLE FAMILY GOENCE �Q�, Z 4 LP 8 53' 75' �� S /� e�, / �v �. Date DEC 2019 H.S.Rcf.No.91017-0033 LP 9 1 52' 79' lb'S' The srNalps disposal and%*'er supply faGl:ties at thic I=z Pion have been 4 F \ �� / inspected andlor cerfit;ed by this C1e!a:.IttTlBpi or Cthcr z r:"ic n and found to be satisfactory FOR IML2F, !'O 132DROO!"IS. KEY tii QO = o REBAR ,� ,P� Crag Knepper, P.E., Chief ® = WELL O\� Office o A = STAKE OO = TEST HOLE \ + �O \ h CERT I F i ED TO- O = PIPE '�J• 5TEWART TITLE IN5UKANCE COMPANY TITLE NO. ADA -03089-5 = MONUMENT �ry J05EPH J. 5URRA5CANO JR. , = WETLAND FLAG �jr DONA f5URRA5CANO DEC 2 7 = UTILITY POLE ' �01� \ = HYDRANTq_....{... OF Soula ELEVA 710NS ARE REFERENCED TO NA VD '88 DATUM. v " . I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF �`�) f SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES / �Z\� " ' .$ LIC. NO. 49618 and will abide by the conditions set forth therein and on the permit to construct. v AREA= 40,903 SQ. FT. CCOINIG\.SURI�EYO S,' C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72090F THE NEW (6315 02AX (631) 765-1797 YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL / P.O. BO '�U�__-�� CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR VEL ER STREET TRA COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 12JO O A N.Y. 11971 15-118 WMH DRAWING LIST TOTAL AREA = 3040 SQ. FT. 0 COVER PAGE 1 ELEVATIONS USE GROUP = DETACHED SINGLE Q 2 FOUNDATION PLAN FAMILY DWELLING CONST. TYPE = VB o 3A,313 FLOOR PLAN w PFS Corporation 4H HIP ROOF DETAIL GROUND SNOW LOAD = 30 LB /SF Vlortheast Region Z 4 CROSS SECTIONSEISMIC DESIGN CAT. = C R`enne - 5A,513 PLUMBING PLANQ 2/22/18 SOIL SITE CLASS = D a Approval limited to 6A,613 ELECTRICAL PLAN 0 Factory Built Portion 8 STD. NOTES & DETAILS WIND SPEED (vuit) = 135 MPH — SITE PLAN EXPOSURE CATEGORY = D ADDITIONAL DRAWINGS / CALCULATION PAGES FLOOD ZONE = YES RESCHECK - (10) PAGES = 4 ( 5572 HDD )STRUCTURAL CALCULATION SHEETS - 9 PAGES CLIMATE ZONE t. SHEAR WALL CALCULATIONS - (4) PAGES ' — MUSS DRAWING - (2) PAGE FLOOR LIVE LOAD fat, e TOTAL TY OF PAGES IN SET = 3 8 Pages 1st FL. = 40 LB/SIF : f f, Q . 2nd FL. = 30 LB SF DESIGNED TO THE FOLLOWING. Vftft NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): IN n N ENERGY NOTES: < • 2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 o o o UCS), WHICH REPLACES THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) 1. Blower door testing shall be performed on site by a qualified HERS rater in accordance • REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (2015 IRC, with N1102.4.1 .2. Z 2015 IBC, 2015 IPC, 2015 IMC, 2015 I FGC, 2015 IFC, 2015 I PM C, AND 2015 2. Whole-house mechanical ventilation system to be designed, supplied, and installed on site Z 0 IEBC), WITH SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED by B/P in accordance with M1507.3.1. Fan sizing and efficiency rating to comply with Table STANDARDS AS IDENTIFIED IN THE 2017 UCS. N1103.6.1, and niinimum continuous flow rate of 45cfin per Table M1507.3.3(1). R NYS ENERGY CODE (WHICH INCORPORATES BY REFERENCE): N • 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION NOTES: CONSTRUCTION CODE, PUBLICATION DATE AUGUST 2016, REVISED AUGUST _� Co 1. All items noted as "B/P" refer to the Builder and/or Purchaser of the home. ^ to 2016 (2016 ECS). ALL REFERENECES WITHIN THE 2016 ECS TO THE 2016 �— UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TO THErya� o M 2017 u Cs. 2. B/P shall be responsible to supply and install all materials on site in accordance W o 300 • REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 = m IECC), AS PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC with manufacture's specifications and State and local codes including but not o F_ W Z o CODE PRINTING, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED limited to the following items: all porches, decks, stairs, rails and guards, all N >_ (n x IN THE 2016 ECS. supporting structure from the bottom of the modules to grade and below, all c� Q o z S`o • ASHREA 90.1-2013, PRINTING AS IDENTIFIED IN THE 2016 ECS. �, Of o � n o • OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. plumbing piping below the Ist floor sheathing (including cleanouts), hot water o o F N V 2014 NATIONAL ELECTRICAL CODE heater (all heating system sizing shall be per ACCA manual J and the quipment cn m V (n L_ M PROJECT ADDRESS shall comply with ACCA manual S.), all electrical service to the panel box Q �, M 001 location, all equipment required for heating and cooling of the residence. B/P is ,; r- ry ry c— a0-11 2120 NORTH SEA RD also responsible for the design, construction and materials of the on-site foyer. 000 SOUTHOLD, NY 11971 L, W (V "SUFFOLK" COUNTY 3. B/P shall be responsible to complete to following items partially done in the V) U) Q z M NOTE: p g p Y w � — Q UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING ISA factory: install all remaining siding and accessories, connect plumbing vent o Z 0 0 ®® VIOLATION OF SECTION through roof, nn z z w o O c o 7209(2) OF THE NYS EDUCATION LAW. g o , connect piping to hot water heater, install GWB at mating line, and o � Q o W install all wiringand breakers to electric panel box. m ®® p Q Y ZU ANTHONY S. PISARRI, P.E. Q o 0 0 0Qi DESIGN PROFESSIONAL 4. All cutting, boring, and notching of structural members shall be done in z U W 3 ROSALIND DRIVE accordance with R602.6 or as approved by a qualified design professional. � N= ' Q CORTLANDT MANOR, NY 10567 w m N (914) 739-6580 w Q ; > z cn o� toco)) OVERHANG DIMENSION (*) HOUSE WIDTH NOTE; ROOF PITCH 24_0" 2s'—o" 30'-0" 27'-8'/31'-8- ALL SIDING AND CORNERS TO BE SUPPLIED VENT FLASHING SHALL BE 5/12 16" 11" 16" INSTALLED AT VENT PIPE 7 2 16" 11" 16" AND INSTALLED ON SITE BY B/P PENETRATION PER R3103.3 1 9/12 12" 11" 12" ALL EXTERIOR STAIRS, RAILS, do GUARDS TO U 12 12 8 3 4" 8 3 4" 8 3 4" BE DESIGNED, SUPPLIED, AND INSTALLED ON z SITE BY B/P PER R311.7 do 312.1 W Q z FPFS Corporation 12 PPu BING VENT W Vortheast rmgion 5 D 0- APMOVED 16 z R Le"ginner - 1 } 2/22/18 F— Approval limited to ALL EXTERIOR DECKS/PORCH Q Factory Built Portion Z111 FAND ACCESS TO GRADES TO � � ee, BE DESIGNED AND ` �� CONSTRUCTED ON SITE BY B/P 0 1'10`y �zG1111-41 lie _ I I1II ' ® IIII IST Ftoors i;r• i - a =JI !�U EL 12.0' W AVERAGE BADE FRONT ELEVATION BY NIMH I BY B I u VEf�To RIGHT ELEVATION i =--- 1 EXTERIOR THRU ( I - = WALL BY B/P I I �J � N �t W O NOTE: �r•. o N o THE AVERAGE GRADE TO BE LESS THAN 6'-0" FROM Z FINISHED FIRST FLOOR z 0 Q5 12 C� w = g N 00 Cn N � ALL EXTERIOR DECKS/PORCH (n I AND ACCESS TO GRADES TO BE DESIGNED ANDOVERH1A to SEE CHAR CONSTRUCTED ON SITE BY B/P ' ` ' ` ` In co i Q .- vJ -------- 00 � } � x I 0 = z -II v z rn r- l Ur < 0 O L iiQZO Ems+ O30 II ® —' xOj ® 1 -aQ ICE C-4 _ Z) v m N V) _ I x .I -- _ N 11 Q 0) (n M I` N 00 F- — c j a V v �F -I------ } 0 `— � C13 00 I REAR ELEVATION L' BY B/P (BY YMMH Q z > M I I u I I —j z Q LEFT ELEVATION � �_ p O O z U O ®® —5 z YQz O I I ®® 0 0O O � UO) af z Ia- z J • o o m R n � LLJ =� . W ~5 W� o ti O — 56'-0" 48'-0" 8'—O" 4'-9 1/2- 4'-6 1/2- 5-9 1/2- 7'-0" 11'-0 1/2" 14'-10" C.1 _.3225 'q1pli 3225# 3225# 3225# 3225# ------ 5471# W I 1018 PLF ( Q I r- L(D INSULATED DOOR I Z FOUNDATION WALL BASEMENT STAIRS AND IFOOTING ENCLOSURE DESIGNED & DWITH SWEEP AND ( I `O O CONSTRUCTED BY B/P WEATHER STRIPPING 5471# NI, \ U I I [MIN. R11 INSULATION] LtJ o I U) POST BY B/P ^ Z 5471# o NOTEOf I COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; - Q OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 6'-4"-4" ----IZ ** = 9'-6- I D P=3730# - P=14002# 15'-10" 17'-2" 15-0" oolo 2036 PLF 2036 PLF 800 PLF ao * * * * * * ** ** r- --1 r- --I r- --1 r- --I r- --I co I I I I I I I I I 1 I I I I co I - 1- 9—F- —I-- - -i-0 - I-- - -t-6- -I - t--0 - -F -I F- - —I-- a L---J L---J L---J L-- J L---J L-- L---J �LALLY COLUMN 5471# of COLUMN FOOTING N W i 5471# 0404 r n I Q N Q In - � i- in OSP OPG t\ 5471# _ o Y I 1 I I \ N U W --- ----� 15471# I I I 1018 PLF ( - —� C-> co co 62 5# L ----- 5080# 5080# 5080# 5080# 3740# 747# 5080 �5471# ��k ilk to # I 5080# Z t/7 I 3'-5 1I/4" 11'-1 1/2" [3'-0 3/8" 6'-6 3/4" '-11 1/8" 7'-0" 7'-0" 3'-8" 3'-3" o to 48'-0" 8'-0" ~1 O m j o � U = Zd• rn 00 CL 56'-0" 00 � } o X z U 0 z -1=) La . HOLD DOWN LOCATION AND REQUIRED a z o Z C" v FOUNDATION NOTES: UPLIFT RESISTANCE N o ® o O) 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. PL = POINT LOAD [GRAVITY] (n m C14 to COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE -� �- - cV LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED SITE IS LOCATED IN FEMA FLOOD PLAIN Q �"— 00 ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. HOLD DOWN LOCATIONS AND LOAD REQUIREMENTS ARE c- = U-) LOWER LEVEL CANNOT BE USED FOR ANYTHING Li l CALCULATED BY WMH BASED UPON THE MODULAR CONSTRUCTION V 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND OTHER THAN VEHICLE PARKING, STORAGE & DWELLINGG � gid' 00 CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) ACCESS. METHODS AND THE WFCM. DRAWING 4C IS PROVIDED AS AN � ILLUSTRATION OF POSSIBLE CONNECTION DETAILS. ALL FINAL L J CD �v FLOOD VENTS AND/OR BREAKAWAY WALLS TO BE CONNECTIONS OF THE MODULES TO THE PILING FOUNDATION STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE > c�- m SEPERATION. PROVIDED PER CODE. SYSTEM ARE TO BE DESIGNED BY A LICENSED PE/RA. THE Q z Q) 7 CALCULATIONS, DRAWINGS AND CONNECTION FDETAILS PROVIDED BY _ 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. BUILDER TO PROVIDE MINIMUM 3'-0" SWING DOOR FOR THE PE/RA SUPERCEDE ANY SUGGESTED DETAILS OR CONNECTIONS W -i0 z Q GRADE LEVEL EGRESS IF REQUIRED. 0 _J 4 CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. SHOWN ON THESE PLANS O O :2O ®® MECHANICAL EQUIPMENT IS TO BE MOUNTED ABOVE Z Y w Y 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2-0 STEEL PIPE. FLOOD LEVEL 0 � Q ZO 0 ONE HOUR FIRE SEPARATION BETWEEN LOWER LEVEL AND � Q Y ® ®® 6) FOUNDATION SILL SHALL BE�PRESERVATIVE TREATED LUMBER (SUPPLIED AND DWELLING TO BE PROVIDED BY BUILDER IF SPACE IS Qp O Z INSTALLED BY B/P PRIOR TO OUSE DELIVERY AND SET). THERE SHALL BE NO USED FOR VEHICLE PARKING. LOWER LEVEL STRUCTURE 13 5 MPH WIND ZONE W O O PROTRUSION ABOVE TOP OF SILL PLATE. TO HAVE ONE HOUR FIRE RATING IF GRADE LEVEL IS 0 U O w USED FOR VEHICULAR PARKING. Z 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT REQUIRED GRADE LEVEL EXTERIOR WP/GFI RECEPTACLES Q STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL TO BE PROVIDED BY B/P HOLDDOWN LOCATION �J F M o APPLICABLE ENERGY CODE REQUIREMENTS � W LOAD (Ibs) AND REQUIRED LOAD BY B P-U.O.N Lil =} II w U_J > ��II (� ~ flcm) 48'-0" 8'-0„ 5-0 1/2" 5'-10" 11'-611/2" (2) 2x6 PLATES AS COLLECTOR } EGRESS 3225# U 6275# 3225# 2-2032 3225# 3225# -304 3225# DECK BY B/P S4816 2-2032 5471# Z W DX30 _ < Lj DRYER Q Z '_ ❑ VENT 0 Z BLOC ING z o M 110- 1*FIL PREP �., PE's, Corporation NCE LING 1fl DBS SB36 5471# `� - `U t2orthenst RerRion 03-B D 2-6 RAISE LJ o RAISE IZ APPROVED „ VANITY & MOTHER SUITE CABINET I In o R 1'-3 WC 1„ 14'-0" x 15'-0 1/2" ao 5/8" Z_ R Wenner - 1 V60 z 0 2/22/18 O Q V36 2-D20 D26 Approval limited to 00 RAISE Factory Built Portion 0 SQU R N ANITY & LINEN --- ---� ------- 1 j d I ------- � z WC 1" 14- ENTRY BY B P( I ------ --------- = 1 II BLOCKINGSHELVES BY BLI FOR GRAB O LP BARS DN TO SW RE <1o I CO_jO 00) o 26 2- 20 `�� x I oo� I M Q Q of�tn co w En Lo U 1181 1865# �0 [2]2x3s [3]2x3s ---- ------------ �` [4] 1 1/2"x 5 1/2" MICROLAMS-CEILING00 _ - [21 EACH SIDE - 1 [4] 1 1/2"x 9 1/4" MICROLAMS-FL ABOVE 3046 M j 2442 2 42 2442 a 7001# [2] EACH SIDE 5993# 5471# w S/L [3]2x6s `n I- M PANTRY 4 2x4s W CAR B18FH BMC27 WR33158 WR3315B 3696 PLUMBING [ ] WDEP SB21 --- --- 1 FILLER WALL M KITCHEN /DINING 5471# 0° DECORATIVE DOOR PANELS ON : rr BACK & SIDE OF ISLAND ON-SITE I `\ zJ n �„ 1 FIREPLACE I 1 `�� N s W W o z b KITCHEN NOTES: BY B/P 1 1�I ��m M rn a N a I Ln ® - DELUXE CABINETS I J caw m I I �� o - N o I MLO D63s-3D D63s-3D D636-3D - RAISE CABINETS 1" I W-1 - SA 2 3/4" CLASSIC CROWN � o �- - COUNTER TOPS BY B/P: �--- FLOOR PLAN NOTES: t� N DOUBLE 2x10s @ 12"O.C_ \ - SINK & FAUCET BY B/P GREAT ROOM 54711 Y 1) WINDOWS SHALL BE PR TECTED FROM z LO I WIND BORNE DEBRIS AS F LLOWS: IN o M SL 2:2'-0" x 15'-0 1/2" ACCORDANCE WITH THE IN RNATIONAL Ln U ES Iq RESIDENTIAL CODE SECTIO R301.2.1.2 ww v WDEP S636 DP 3'DWR EXCEPTION, THE BUILDER/ PURCHASER -T CAR D633-3D BWBT1 DW PREP 15 DB3o-3D SHALL BE RESPONSIBLE FOR PROVIDING W01p a as 5471# THE REQUIRED EXTERIOR ROTECTION, L_�g PREP �1541-9m- o U d 00 R2442I INCLUDING THE FASTENING rn 2-3046 2-3046 3046 5o8o# cv s2 # 5080# G336 G336 G336 5oso#5080# PS61611 5080#80# 3740# 747# 5471# ' cn Y N 1 4" 3'-6 3/8" 3'-5 1/8" STRAP HEADER TO WALL 3'-6" NOTE: < 0 COM 3' 8 / STUDS ABOVE W/ [2] ALL WINDOWS WITH A SILL HEIGHT .-. CS14 STRAPS W/ LESS THAN 24" ABOVE FINISHED ULO (16)10ds EACH END FLOOR AND WITH A EXT. HEIGHT OF o n z00 GREATER THAN 6'-0" TO GRADE o0 SHALL BE EQUIPPED WITH FALL zitz o z PROTECTION SUPPLIED AND z c LL I INSTALLED ON SITE BY B/P IN N o o W 0 3 0 I ACCORDANCE W/ R312.2 0 W_ O F 0 -a d COVERED DECK BY B/P N o 0) m N N C I 0 � = N --ENERGY STAR COMPLIANCE- 1 3 5 MPH WIND Z O N E � H o *CAULK UNDER ALL EXTERIOR WALLS* *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN 9'-0" FIRST FLOOR CEILING HEIGHT W c> 0 � * FLOORS, CEILINGS AND ALL DEXTERIOR 0 MWALLS* RIOR ENTIRE FIRST FLOOR S H EARWA LL LEGEND Q LL -..— o oo FOAM GASKETS TO BE INST E ALL FIELD NAILING IS 12" OC N M WALL OUTLETS* W *WALL INSULATION TO BE INSTALLED SPLIT AROUND INTERIOR GWB FASTENED WITH ADHESIVE PER � � }' ?�, c m Q� WIRING AND ELECTRICAL BOXES-NQ GAPS* NOTES: MANUFACTURER'S SAD RESISTANCE: NC. GWB W � Q �- *INSTALL MATING WALL GASKET* ADDITIONAL LATERAL LOAD RESISTANCE: 100PLF *LOW EXPANSION SPRAY FOAM IL ULATIONGASKET INSTALLED - ZIP SHEATHING ON EXTERIOR WALLS Q AROUND DOORS AND WINDOWS* O.S.B. SHEATHING ON MARRIAGE WALLS SHEAR WALL-436plf p o 0 0 - ANDERSEN 400 SERIES WINDOWS ® EDGE NAILS: 8d COMMON NAILS ® 6"o.c. z Y Q z SF - LINCOLN PARK SOLID SMOOTH INTERIOR DOORS SHEAR WALL-590 If o � � O ® ®® LIGHT 8c VENTILATION SCHEDULE C ) - UPGRADE TRIM W/ WINDSOR CASING [TACK BASE ® p EDGE NAILS: 8d COMMON NAILS ® 4"o.c. Y ROOM AREA LIGHT SUPPLIED VENT SUPPLIED Q woo l ONLY] _ o U 0, Of v GREAT ROOM 330 63.6 36.85 NOTES: ® SHEAR WALL 730p1f z ALL FRAMING LUMBER=SPF #2 EDGE NAILS: 8d COMMON NAILS ® 3"o.c. Q KITCHEN/DINING 376 66.2 46.16 ALL MICROLAM NOTE: ALL APPROVALS PERTAIN TO MODULAR PORTION ONLY Fb=2950 psi zw << MOTHER SUITE 216 23.28 12.82 ALL DESIGN, CONSTRUCTION AND APPROVAL OF SITE Fv=285 psi —� HOLDDOWN LOCATION (n N� m ' oo w BUILT PORTIONS ARE THE RESPONSIBILITY OF THE LOAD (lbs) AND REQUIRED LOAD BY B P-U.O.N =} \ N II ALL WINDOW HEADERS W • BUILDER/PURCHASER (2)200's SPF#2 UNLESS W F� I OTHERWISE NOTED O 48'-0" 6'-1 3/4" 3'-3 7/8" 4'-0 7/8" 3'-0 1/2" 7'-5 11/2" 6'-5" 1 59#1 A21 1107# A21 A21T/ A21 A21 A21 1107# A21 3469# z C� 1 LLJ CAMBRIDGE TUB , 1 ( Q I BASE W/ o , I -------- CEMENT BOARD 1 , I I Z I I I I I 0 rrs Corporation a l 1 ' N V Northeast region oPEDR00M #2 I I I W � , " N �, BEDROOM.§3 APF'E OVED M 113 -3 x 12 —8 R I 1 I 12 —0 x 15 -0 1,�2 ZRAISE _ to t"�enner - 1 VANITY do I I I I }. 2/22/18 Q I a F- Approval limited to WC 5/8"N O I I I N \� J I X I �t �- o I I I -� 0�`' 1 M Q Factory Built Portion NI '9Y/ + > 1 I I e+ �Q Iv � o ^i A 8�9 rr; . I I LINEN `�G�O�'P� _f f� > I I DN �- D26 D24 D26 F4 � A Ix rp� 1� Iw 2- 2Q 2- 20 - 1 25 1>`z 54" 1 I 1 -------- INSTALLED], 4219 -----1 [3]2x3s 00 D D26 e. 1181 I ( -------------------- , 1181# J, [2]2x3s I 1865# I [2]2x3s [3]2x3s 15'-1 1/2" N ; ; O�,Q , N J� [2] 1 1/2% 14" MICROLAMS ABOVE a ,( I [1] PER SIDE I o ti. I + I J 0 1 aP I >> ' . 1 o _. M .. -.. MI . IM 2 , -ill 3469# t� 0 -3 T* SQU R N N I en— .- N 00 VSB24 VSB24 VL2490 I x 1 -3" RAISE N cflN U)� ; - OFFICE 2'-9" WC 55/8- MSTR BEDROOM - . ''� �� it 0WI � N"�Lt O Y . .113'-9" x 15'-0 1 2" FULL BASE TUB PREP wry , / 18'-1" x 15'-0 1/2" � I SHOWER I w = d I PREP W NOTE: '\' 1 [2] 1 1/2"x 9 1/4" CEMENT I (2) 2x6 PLATES AS COLLECTO ALL WINDOWS WITH A SILL HEIGHTV.LL 1 MICROLAM HEADER BOARD I LESS THAN 24" ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF _I v 14t 00 rn 135b# 3-3046 C335T T 3046 PS61611 3046T GREATER THAN 6'-0" TO GRADE N to 4487 (EGRESS) (EGRESS) - to(EGRESS) SHALL BE EQUIPPED WITH FALL Z 6'-0 3/4" PROTECTION SUPPLIED AND cc � `N BASE OF TUB TO I I INSTALLED ON SITE BY B/P IN L E � � DISTRIBUTE LOAD UNIFORMLY TO ACCORDANCE W/ R312.2 —J 3 �.,j FLOOR SYSTEM o o V L.n (D J.. = Z 00 00 FLOOR PLAN NOTES: 00 w = i- a;%-.- 1) WINDOWS SHALL BE PROTECTED FROMO z p WIND BORNE DEBRIS AS FOLLOWS: IN Z �' —ENERGY STAR COMPLIANCE— I I ACCORDANCE WITH THE INTERNATIONAL < o o _ *CAULK UNDER ALL EXTERIOR WALLS* RESIDENTIAL CODE SECTION R301.2.1.2 � a z O O C> *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN DECK BY B/P EXCEPTION, THE BUILDER/ PURCHASER w N M a c) SHALL BE RESPONSIBLE FOR PROVIDING m N N O �0 0) FLOORS, CEILINGS AND EXTERIOR WALLS* — — — THE REQUIRED EXTERIOR PROTECTION, 11 *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR INCLUDING THE FASTENING. -1 —J 4- - CV WALL OUTLETS* 3 5 MPH WIND ZONE °' �-'-- y rn *WALL INSULATION TO BE INSTALLED SPLIT AROUND Iil t a L1-1 O WIRING AND ELECTRICAL BOXES-NO GAPS* IU � --v 0 qt *INSTALL MATING WALL GASKET* NOTES: SHEARWALL LEGEND Cn m00 *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED - SECOND FLOOR FRAMING SPACED © 12"O.C. ALL FIELD NAILING IS 12" OC C�; w >- a> � AROUND DOORS AND WINDOWS* - ZIP SHEATHING ON EXTERIOR WALLS INTERIOR GWB FASTENED WITH ADHESIVE PER Q z ® Z � M Z - O.S.B. SHEATHING ON MARRIAGE WALLS MANUFACTURER'S SPECIFICATIONS. GWB w J _ 0 - ANDERSEN 400 SERIES WINDOWS ADDITIONAL LATERAL LOAD RESISTANCE: 100PLF O O O O LINCOLN PARK SOLID SMOOTH INTERIOR DOORS SHEAR WALL- z v U AFA ® EDGE NAILS: 8d COMMON ® 6"o.c. z Q Z W LIGHT 8c VENTILATION SCHEDULE (SF) - UPGRADE TRIM W/ WINDSOR CASING [TACK BASE o � � O ONLY ®® ROOM AREA LIGHT SUPPLIED VENT SUPPLIED ® SHEAR WALL-590pif � Q Y MSTR BEDROOM 272 65.48 37.58 NOTES: EDGE NAILS: 8d COMMON NAILS ® 4"o.c. 0 LTJ O O BEDROOM#2 162 16.84 8.21 ALL FRAMING LUMBER=SPF #2 SHEAR WALL-730pif z N— ALL MICROLAM ® Q NOTE: ALL APPROVALS PERTAIN TO MODULAR PORTION ONLY - EDGE NAILS: 8d COMMON NAILS ® 3"o.c. 1- C'Z • c� o BEDROOM#3 180 33.08 22.02 ALL DESIGN, CONSTRUCTION AND APPROVAL OF SITE 2950 psi z J 1 Fv=285 psi BUILT PORTIONS ARE THE RESPONSIBILITY OF THE HOLDDOWN LOCATION N '~ OFFICE 207 46.56 25.64 ALL WINDOW HEADERS -Iin BUILDER/PURCHASER W =} ts II (2)2x10 s SPF#2 UNLESS LOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N c>� r� bi OTHERWISE NOTED W.< al PEAK INSERT 2x8 RIDGE BOARD } TOP CHORD P�►S Z W 2x3 LEDGER 01 SPF #2 POST- SEE PLANS Q 2x8 SPF #2 END BAND O PFS Corporation r SPF / 4 (SEE#PLANSFTERS IU P!ortheast Region 01 0- APPROVED ML IN HIP PANEL to ` (SEE PLANS) '` �' Z_ R I'lenner - 1 2/22/18 HIP PANEL MICROLAM FASTENED \0�' Approval limited to TOP CHORD HIP BEAM w/(2) 16d'S ® 16"o.c. ` W Factory Built Portion — TOP CHORD HIP BEAM - SEE PLANS a PLATE FASTENED TO BANDS o� w/(2) 16d'S ® 16"o.c. 2x4 SUPPORT POST �1 ® PANEL CORNER 2x4 SUPPORT POST ® PANEL �. �'"�'- 1j• CORNER FASTEN TOP & BOTTOM OF POST TO HIP PANEL & MICROLAM TRUSS fs s G BEAM w/ (3) 16d'S TOENAILED & PACeO p 24„ � °` O (7) 6d NAILSOEA END STEEL STRAPS w/ HIP FRAMING DETAIL o c SQPG�O ML CROSS BEAM - SEE PLANS W 1` o- > ; TYPICAL ROOF PLAN v✓ n ~ N FASTEN TOP OF POST zZ TO HIP PANEL AND ROOF TOP 0 CHORD BEAM w/ (3) 16d'S >_ TOENAILED & (2) MMH8 STEEL STRAPS w/ (5) 6d NAILS EA END SUPPORT POST _I V rn @ PANEL CORNER ( ^ to MODULE BAND AND/OR MICROLAM (V (V CROSS BEAM L FASTEN TOP & BOTTOM OF POST TO MODULE ! 1 NCt BANDS AND/OR & MICROLAM BEAM w/ (3) rn U = Z 000 SHEAR AND UPLIFT CONNECTIONS 16d'S TOENAILED & (2) 1 1/4"x20go STEEL 00 STRAPS w/ (7) 6d NAILS EA ENDo z a x UPLIFT CONNECTIONS: Q c �+- UNIT LATERAL LOAD FOR ROOF: 123.2PLF z (_ TABLES 2.5B - WFCM - INTERPOLATED FOR 16feet a (— O O WORST CASE LOAD: 16' HIP 9:12 ROOF PITCH `��' o o rn M �(v (n L_ M I POST CONNECTIONS: —I _ N TRANSFERRED TO BOTH POSTS (DOUBLE LOADING) Q -+_ 00 123.2plf x 16FT = 1971.2# F- ® c SINGLE SHEAR CONNECTION VALUE FOR: Lv -- _ o,�t 6d NAIL IN 20ga STEEL = 72# EACH N 000 USING SIMPSON COIL STRAP - CS-20 Ld MAX TENSILE STRENGTH OF 1-1/4' x 20ga STRAP: 1030# > M Z NAILS REQUIRED FOR MAX LOADING OF:1000#/72# = 14 NAILS HIP FRAMING MEMBER CHART Q Z NUMBER OR STRAPS REQUIRED: Framing Members for 12'Module Framing Members for 14'Module Framing Members for 16'Module FW- J Z Q 1971.2lbs/1002lbs = 1.96=2 STRAPS ® EA CONNECTION Snow Load Top Chord Rafters Rafters Top Chord Rafters Rafters Top Chord Rafters Rafters p O 0 :2 Hip Hip Beam Hip Beam Hi Beam Z U O ®® PLATE TO PLATE CONNECTIONS: Z Y 11 Y UNIT LATERAL LOAD FOR ROOF: 123.2PLFf (1)71/ 30ps4"ML (1)2X8 2x6 2x6 (1)71/4"M (1)71/4"M 2x6 2x6 (1)91/4"ML (1)91/4" 0 ML 2x6 2x6 � O FACE-NAILING: ®® Y SINGLE SHEAR CONNECTION VALUE FOR: f1f QQ p p Z 16d FACE NAIL IN 1-1/2" MEMBER: 191lbs 50psf (1)71/4"ML (1)71/4"ML 2x6 2x6 (1)91/4"M (1)91/4"M 2x6 2x6 (1) 111/4"M (1)111/4"M 2x8 2x8 U 0 0 NAILING REQUIRED FOR SHEAR/UPLIFT CONNECTIONS Z 191lbs/123.2plf = 1.55ft. Q !:gcD .� SPECIFIED:(2) 16d's ® 16" O.C. = 230 CAPACITY o WoMIRw c POSTS ARE SUBJECTED TO GRAVITY AND UPLIFT LOADING ONLY. SHEAR LOADS Q ARE CARRIED BY THE ROOF DIAPHRAGM AS CALCULATED ABOVE: W F5 a� � O Z PERIMETER BEAM DETAIL CONT RIDGE VENT 18 int/LF PERIMETER BEAM [3] 12ds @ 24"O.C. (2 w/> 2x10 SPF#2 [3] 12ds @ 24"O.C. 1/2 PLY. TYP ROOF Z EACH MODULE MMH8 STRAP MMH8 STRAP 30 YR SELF-SEALING FIBERGLASS SHINGLES W 1/2"0 BOLT & NUT OVER 15# ROOFING FELT O & WASHER @ 32" O.C. PRE ENGINEERED & FLOORS, 48" CLG/ROOFCERTIFIED ROOF TRUSS DESIGN 12 OVER 5/8" AGENCY RATED SHEATHING Q BITUTHANE APPLIED CONTINUOUSLY Z STEEL PLAT LAG O 5 TO EAVES FOR ICE SHIELD PFS Corpor2ation BOLTS BY � LALLY COLUMN R38 INSULATION F_ W/VAPOR BARRIER ICF W P9orthea5t �:ecion a JAPPI1,0VED THIS ATTIC SPACE Sys ND to IS DESIGNED 0 <ry��R Z R r enner - 1 AIR BAFFLEMH8 STRAP NMH—�\ FOR LIGHT STORAGE � � 2/22/18 2x6 SUB-FASCIA Approval limited to Factory Built Portion TRUSS BLOCK DETAIL �—ALUMINUM FASCIA 0- 2X6 BLOCK BETWEEN 2 s 0 EVERY OTHER TRUSS w/ VINYL SOFFIT 10.7 in /ft VENT Cliff L) 16d FACE-NAILS AND TYP INTERIOR WALL 16d END-NAILS AT o 2 2x4 SPF 3 TOP PLATES TYP EXTERIOR WALL H END OF BLOCK I [ # [2] 2x6 SPF #3 TOP PLATES no 2x4 SPF #3 @16" OC STUDS 2x6 SPF #3 @ 16" OC STUDS 2x4 SPF #3 SOLE PLATE 2x6 SPF #2 SOLE PLATE 3) 16d FACE-NAILS = (3)(82#) = 246# (WITHDRAWAL) 1/2" GWB BOTH SIDES 1/2" GWB INTERIOR SIDE . 3 16d END-NAILS = (3)(128#) = 384# (SHEAR) R21 INSULATION WITH VAPOR BARRIER BOTH GREATER THAN 175# MINIMUM.] 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE 2x10 SPF 2 @ 16OC FLR JST WEATHER - PROTECTIVE BARRIER " # VINYL SIDING ce R-12 RIGID FOAM INSULATION ------------ - - TYP MARRIAGE WALL -0 o " o W 20 [2] SPF #3 TOP PLATES 9CL 20 SPF #3 @ 12" O.C.(1st FLR) too <- 20 SPF #3 @ 16" O.C.(2nd FLR) 0 1/2" AGENCY RATED SHTG. MAT.SIDE n M < D 2ND FL 12d COMMONS I 1/2 GWB INTERIOR SIDE 1 0 - - TOE NAIL 0 I at a, 2x3 SPF #3 SOLE PLATE d a 1ST FL CLG ^ 8d COMMONS �, �, � » rn = ALONG BAND �� o o 12ds TOE-NAILED 06»0.0AGENCY RATED SHTG. . TYP SUB-FLOORING 3/4" 2x6 PT SILL PLATE 0 2x10 SPF #2 @ 16" OC FLR JST (SUPPLIED & INSTALLED BY B/P) � _ z w R-19 FIBERGLASS INSULATION t _ o -- m in w TO COMPLY W/ENERGY CODE i a w V 7 (INSTALLED BY B/P W/VAPOR I w m O BARRIER TO WARM SIDE) t° _ J O SUPIPORTS co c g U rn DO FOUNDATION WALL I �' CD LALLY COLUMN & STAIRS =I z z Nco r' 00 BY' B/P _ FLAMESPREAD NOTES: to M 1. WALL AND CEILING FINISHES SHALL Z � N Q HAVE A FLAME SPREAD INDEX OF NOT `o M FOUNDATION FOOTING in GREATER THAN 200, PER R302.9.1 �� O >- 00 —� 2. INSULATION MATERIALS SHALL HAVE 3 u� A FLAME SPREAD INDEX OF NOT o V = z 00 COLUMN FOOTING GREATER THAN 25, PER R302.10.1 00 w Nr `l ' ` o x FASTENING SCHEDULE JOIST HDR NOTES: MLL- 0 '�1 V > B: : 1. ALL FLOOR JOISTS ARE 2x10 @ 16"O.C. 3:p < ; o 1. CEILING PERIMETER SPF#2 PER TABLE R502.3.1(2) W/MAX D - o /1 o C)TO TOP PLATE 8d @ 6" O.C. [TOE NAIL] SPAN OF 15'-5". V) m N (nV / > Q= N 2. ALL WINDOW/DOOR HEADERS ARE Q rn N00 '� 2. DOUBLE TOP PLATES 10d @ 24" O.C. [FACE NAIL] M , WALL CORNER [2] 2x10 SPF#2 PER TABLE R602.7(1), w UNLESS OTHERWISE NOTED. /'� v O 00 3. SOLE PLATE/TOP PLATE � °p TO STUD 12d @ 16" O.C. [END NAIL] PLY(TYP) GWB(TYP) WINDOW/DOOR NOTES: Q z Z) li= o �m 4. SOLE PLATE TO JOIST 12d @ 16 O.C. [FACE NAIL] 1. ALL WINDOWS AND DOORS TO BE (!� INSTALLED PER MANUFACTURE'S bi � z a O INSTRUCTIONS FOR ANCHORAGE PERO O ,q 5. 1/2" EXT SHEATHING TO 8d @ -- O.C. [FACE NAIL] 0 ZOO ffA WALL FRAMING 6" PERIMETER R609.7 Z Y Y P) 2. MULLED UNITS TO BE INSTALLED 12" FIELD GWB( YPLY Q z USING (1) 2x4 SUPPORT MULLION PER :2O ®® 6. 3/4" WOOD SUB-FLOOR (TYP) ANDERSEN COMBINATION DESIGNS FOR IY Q Y TO JOISTS 8d @ --O.C. [FACE NAIL] 400 SERIES D/H WINDOWS AND WILL Q U o o 6" PERIMETER SUPPORT A PRESSURE OF 42psf Z 12" FIELD MATING WALL DETAIL CORNER WALL DETAIL < Z o NOTE: WALL & CLG GYPSUM FASTENED PER TABLE R702.3.5U) "' m E co ^I WIND PRESSURE FOR WINDOWS/DOORS o0 UNLESS OTHERWISE NOTES w =�- 1 [PER TABLE R301.2(2)] IS –41.Opsf w J ' N d- V) o� O V 48'-0" — — — 8'-0" I I U DECK BY B/P 'Z C� Q 1 2"V TO WASHER I 12ND FL2»D L Z 11 2"D 1/2"V �., F PFS Corporation SINK U t3ortheast [legion WC [2] LAV MOTHER SUITE o LAV 2"V (L ArPnOVED 3"D 1 1/2"D SUPPLIES 1 1/2"DZ_ I? r ginner - 1 2"V 1 1/2-V 3"D FROM 1 1/2-V 2/22/18 2ND FL WC Approval limited to 3�"D --- ------------- Q r i IFactory Built Portion 2"FV 1 1,/2"Vul ENTRY BY B/P SHOWER I 1 2"D 2"V TO 1 1/2-V 2ND FL ° I [3] 2. 2—STORY [2] 2"PVC PIPES W/ PVC PIPES ACCESS 0 60"AFF . BSMT—ATTIC I I ,, •M'`a_. . � ----------------- - _- -J I x ��-•fir _.. � -• PPUES 2ND FL t,rr J ——— ——— o��3"D FROM [2] 2" 2—STORY BAR SINK 2ND FL PVC PIPES W x 2"D BSMT—ATTIC (.. +� A.A.V. KITCHEN /DININGLd LL, N `� a o N n GREAT ROOM KIT.SINK o Y U in W 2"D 1 1/2"V TO > _ 1 1/2"V 2ND FL ; U -1 DW L-�Nk Mr- J C-, � � 00 L _6'-0" z — BAR KITSINK SINK DW SH R WC LAV LAV wC LAV SINK WASHER SUPPLY DIAGRAM I Q `- M VIEW 'A' - NTS D W V DIAGRAM 0VIEW 300 LL- I FL = FLOOR LINE D = DRAIN NTS o V z S � I 00 = 1/2 SHUT OFF VALVE � L- V `. = VENT Wm I I I I I 1 I I I " 00 I I I I I 1 I I I 1/2 COLD FV = FUTURE VENT N >- Z x I 1 I I I I I I I TYP o � Z HOT SP = STAND PIPE z DW = DISH WASHER o o m O o I WC = WATER CLOSET a z M -•o I I I I I I I I COVERED DECK BY B/P FC = FIELD CONNECTION BY B/P N v d B/P = BUILDER/PURCHASER (n m N N —I � j� J a. -4 = N Q (n 000 » � N 2 V TO .J LLJ -� � O v 1 1/2"V TO ,iJ 2ND FL 2ND p a 000 2ND FL o a> v N WATER CONSERVING N FIXTURES PER THE M � Q z '� ~ A.A.V. 2017 UCS SUPPLEMENT w M O ZU ®® z > z BAR SINK N Q Z KI2 SDINK 2"D o > > Q Ne �w `` N > ------ DRAIN BY B/P > o O O �sI ;,, N DRAIN BY WMH LAV N Z U rn w SINK VENT BY B/P WC 1 1/2"D 2"D Q J� o SHOWER [2] LAV 3"D WASHER I— z M I 2"DWC 1 1/2-D VENT BY WMH 2"D U) 3»D W =r II oa O L0 �- ti 48'-0" U Z W C7 ® TUB/SHO I I I -------- Q 1 1/2"D I I Z 2"V FROM 1 1/2"V I I ' I I I 3"D TO I PFS Corporation 1ST FL 1 Ll 1ST FL I U Vortheast rZe!giOn BEDROOM 30 ' BEDROOM S (L i�ppnOVED 3 V I I I _Z I^ !":onnor - 1 I I 1 i 2/22/18 LAV I I 1 Approval limited to 1 1/2-D I I I 1 1/2-V I I I 2"V FROM Q Factory Built Portion I I 1ST FL o- I II ° I II 01,71 I II o [3,] 2" 2—STORY PWC PIPES ' —— BSMT—ATTIC .F 00 �` ffrT Q ------------ --- ® +- 7VII [2] 2" 2—STORY 13- I -I 3"D TO PVC PIPES W — 1ST FL BSMT—ATTIC I ---- --------------- �* SHOWER HEAD a N a LOCATION ® LAV LAV 7'-0"AFF WC 1 1/2-D 1 1/2-D (::�I " OFFICE , i2"V 2 v 2 V MSTR BEDROOM O Y HAND-HELD N w SHOWER HEAD NLOCATION TUB 1 1/2"V I 2"D 2"V J V 00 � � 0 N � 1 1/2"V FROM N LAV WC TUB SHO o` M 1ST FL I (� I 0_ >- 00 LAV LAV WC SH R SH TUB 0 TH3" MV ROOF T ( u3iin "� I I N N I I 00 W T Z 00 1/2 I I I I I \ r _—�-- -----1 O N Z m rn Z _ TYP I 1 I I I > I I ?� vii ZO OHO Fl- -- > m TUB/SHO I3/4" 0 � O - 1-- --�-- -- - - - - F C� iv M 1 1/2"D I TYP- - DECK BY B/P m N cin —, O (10 CD "SUPP IES FOR `L 3 D Q -�— N ' 1 L [� cn 0000 11" SHOWER ONLY ~ �_ Q c j SUPPLIES W 1ST FROM 1 �2"D L_ TABLE P2903.2 O a coo > F- MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES AND w � nz LL_ i04 " 0FIXTURE FITTINGS° Q z ® M N 3 D TO � 3"D To 1ST FL W PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY — Q 0 N W ~ 0 Z ,ST FL > Lavatory faucet 1.5 gpm at 60 psi 0 z U O ffA > N Shower head (including a handheld shower spray) 2.0 gpm at 80 psi z Y Q Z L� CNI SHOWER 2.2 mot 60 psi 1 1 ®® 2"p Sink faucet gpm p ry Y- [2] LAV Water closet 1.3 gallons per flushing cycleb Q w o O WC 1 1/2-D p U S W 3"D 04 For SI: 1 gallon=3.785 L, 1 gallon per minute=3.785 L/m, 1 pound per square inch=6.895 kPa. z TUB 2 a. Compumption tolerances shall be determined from referenced standards Q _j o 2"p b. The flush volume for a dial—flush water closet is defined as the composite, average flush = M J EL _I volume of two reduced flushes and one full flush. �• co Uj W N LLJ =} \ II W / �r o� 0 EF— 48'-0" - — - 8'-0" P-12 P-14 P-13 --y / \ i\ ✓� -------- \ ,2 1 U I \\ 112 IwPDECK BY B/P I W IIII__ 11 / U Q ✓�/1 ` \� / ,3 �\\ / 13 PLA UNDER 0 2N L a / •- - \ I 4" I �' ,0'I �- 11 \ __29 00 1.3 Z I _-_-. TO T - N O PFS Corporation F� 14 �, --- 12 ( To \\ ``' �\ U Mortheast Region I ooDs P-11 „ \ APPROVED MOTHER SUITE ,2 ,2 - --- o a CONCE 'P�EPS \\ \ `� z r Wenner - 1 2'- " 5'-0" ,1 � I (n 14 O \ STD VA I,TY \ SCONCE - --- 112 in ✓/ - — GHT HEIGHTS \\ PREPS ® I ✓ 2/22/18 4 14 \ _--- 1 � \ 70"AFF2ND FL' �/ / / � Approval limited to ( , 13 - USB / 12 FL ✓ 10 -__ \\- -___-_-- i --, / Q Factory Built Portion 13 /13 1 1 10 ENTy'( BY/Q/�-+�:' 10 0- ._cu ---1---- --- - ✓ I ✓ --- I I 12 ® Q '-0" 0 11 / „ 200 A , to - - / I ELECTRICAL P NEL \ P-24 / 2ND FL--\ \\ I / �Q / LIGHTED \ LOCATION - WALL 1/ I I _ I \ w F-D / SWITCH \ I M 14 14 I \ �� - _ m (n Tp- O 11 P-10 \ / \ rn 3 I \\ I ao 16 16 10 1610 (FD10 P-16 -�----�---J rl �M 4 2 .o. 4 1 4 '56-1 T \ 6'-8" ✓✓ \ P-4�, \J 8 O 1 FT TAIL HANGING LL1 1 9 1/ 6 `_� 6 \ 1 6 I 9 FROM CEILING FOR 2 \ 1_P_7 THEN D I P-9 / 9 WIRE* OR UGH7S ONS 11 WIRE 9 OUTLET LOCA' D \ _-__ to 8,' 7 3/8" 9'-10" - 1 WITHIN 6" FRiv, � BOX FOR Cy iv 1 1 � S iN COUNTERTOP AS 7 ^ ON-SITE \ \ I RECESSED 8 I SPEAKER Box \ I 2 7 CHANDELIER 9 1 o ss1AFF I a� MARE NEXT '`✓ Ld 0) -t 2 7 \\ M M L- - r TO TV JACK O) Q N r' Q 1 \ a0 0I i \ \ WIRE SPEAKERTO DROP in `` a \\\ \ 7'-6" 3'-3" 3'-3" \I IL[== i TO BSMT) -11 --- 9 GREAT R 0 9 *9 4 1 6 6 �_ � 6 \ 1 I9 WIRE* WIRE* w / I I > _ / - ✓ 8 I w0 / AV)2 \\OF] I GF127 i7 6 I I 8�' g* -_ USB -1 (� 1 / 2/ -I 6 2 4 E 417 / 8\ � 1 / \ g' ( ) / �n \� cim \I -/' OUTLET FOR WARMING \\ 9 / I\ P-8 \\_- � \ 6 1 / \ DRAWER [SEE / \ SWITCH AND 1 `o M ATTACHED SPECS] / \ WIRE FOR / - 8 I _� >- CO 1 \ PORCH LIGHTS / (� ^ =y -------------- LEGEND U �-- = Zco- PANEL BOX 00 CIRCUIT DIRECTORY 110V DUPLEX RECEP11CAL � a x Q-_ 110V ouPLEx REcEPncAL- SPLIT WIRED Z ►_- Z c� NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. I CE 220V RECEPTICAL 3�: Z o U 0 o 1 4 8-4 ELECTRIC DRYER KITCHEN AFI 12-2 20 2 WALL LIGHT 0 C O -v o COVERED DECK BY B/P Ifl Of a e 3 _ _ _ 1. KITCHEN.DIN 1 N G I 12-2 20 4_ _ _ � _ _ � _ _ �- CEILING LIGHT SURFACE MOUNTED M m dc4u) '•- 1 5 20 12-2 REFRIGERATOR AFI GL-KITCHEN AFI 14-2 15 6 0 RECESSED LIGHT AT CEILING 04 SWITCH, SINGLE POLE 7 15 14-2 GL-KITCHEN[AFI] GL-GREAT RM AFI 14-2 15 8 i9 � 9 15 14-2 GL-GREAT RM AFI *P SNATCH, THREE WAY GL-HALLWAYS AFI 14-2 15 10 NOTE: r SWITCH, FOUR WAY LLd L.LJ c LO Q 11 15 14-2 GL-LAUNDRY RM AFI GL-STAIRS AFI 14-2 15 12 PER LOCATION OF PANEL BOX, AN ON—SITE F� FAN/LIGHT FIXTURE ®H RANGE/HooD FIXTURE —� 'Mu co 13 15 14-2 GL-MOTHERS RM AFI GL-MOTHERS BTH AFI 14-2 15 14 DISCONNECT WILL BE REQUIRED. THE 15 15 14-2 GL-BDRM#2 AFI GL-HALL, SD/CO AFI 14-2 15 16 CONNECTIONS BETWEEN THE ON—SITE FAN/LIGHT do HEAT COLING UNIT Q z Q) �-, M 17 15 14-2 GL-G.BATH[AFI] L-STAIRS,CLOSET[AFI 14-2 15 18 DISCONNECT AND THE MAIN PANEL ARE TO ® SPECIAL PURPOSE CONNECnON V) 19 15 14-2 GL-BDRM 3 AFI GL-MSTR BDRM AFI 14-2 15 20 BE INSPECTED AND APPROVED BY LOCAL ® JUNcnoN Box F- J z Q BUILDING INSPECTOR. Q AC/DC SMOKE DETECTOR p o O MO V- 4- -MSTR BDRM AFI GL-MSTR BATH AFI 14-2 15 22 z U ®® 21 15 1 2 GL o BELL 23 15 14-2 GL-OFFICE[AFI] BATHROOM GFI AFI 12-2 20 24 ® DOOR BELL BUTTON Z Q Z N DRAWER WARMER AFI 12-2 20 26 d EPON TELHE OUTLET 0 0\'t: :2 0 25 20 12-2 DISPOSAL AFI ® ®® [ ] 2 014 N . E. C. °� �`�"'�°" `� °�"� 27 20 12-2 DISHWASHER AFI FREEZER AFI 12-2 20 28 Q o o Z � 29 20 12-2 WASHER AFI 30 * * ®` THERMOSTAT U rn p� ALL OUTLETS TO BE TAMPER RESISTANT ®> vAcuuM SYSTEM oUTLET z 31 32 1 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * - - CEILING FAN & LIGHT Q LqZ -� o 33 34 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * El COLING FAN FLOOD LIGHTS N J << 35 36 W M w cfl 04 • n 37 38 Ld <� 39 40 to W� LL r0s) o� Cj 48'—O» U 21 21 Z W 11 CD 15 17 o P-17 p i 18 -------- // 19 J/ 1s \\ Z 15 LOCATED PER- I I I / LOCATED PER- I B/P REQUEST i 1 18 1 I P-118\ 1 B/P REQUEST � PFS Corporation i I -11-15VKU 11 ( f\T0_ \\ I / W t�!Orti2ea5t Region ion BEDROOM.-#2 1 F 17 4 ;1 1 1ST FL , 18 r,\9 BEDROOM 3 (L APPROVED L , \ , cn _ I ,1// 1 1 19 Z_ f. t'."enner - 1 C \I 15 M // 117 I I I I / 11 USB 2/22/18 I Approval limited to 1 P-15 I �- I 1 r I -•.---- / Of 18 I �/ 1 19 Q Factory Built Portion 17 / I N I ,e a SCONCE I ;n PREPS 4, 1 1 1 1 19 / 15 I \ 70'AFF , 04 ^ I P_9�5 V,// I / \ --\ / i \` I 16/ ,�� 1s To Arnc-� -�� // 1s 3'-7 e/2" // I �X� -! --- -------t I s�11s� �� 8'-10 1/4'� 1 19 1 •' s;," - I /-16 1 � 00 ,psi 16 - - (tel USB / I ` / I tTTO ALL 20 \� 20/ I 41-6" 6'-0» lAJ 21 2 21 \\ FLOODS P-21 � 2'-5- ,2'-5" 2-8 \ �� P-20 a-11 I 23 I \ \\0 1ST FL I 23 -- \ 23 / � 2 i 20 \ \\ \ / _TC 1 ST FL Ld \ 1 24 \ 24 1 !` o - 20 Q N o 1 1 M FV-11-15VKL1\ SCONCE PREPS I / I � \ O 70"AFF 1 , / 1\ 22 L 22 \ 5'-5 1/2" 1 / �� OFFICE P23 » , MSTR BEDROOM Z O Y W 21 21 / 5 U �\ 23 i Al 23' ,-- 23/ co 22 I I - P-22 X20 20 � UO), (0 N / � 1�0 20 ,/ 20 � 0 _� �-- 000 LEGEND Of = Z 00 O PANEL BOX 00 w di v v 110V DUPLEX RECEPTICAL U) >-. xO Z p 110V DUPLEX RECEPTICAL - SPLIT HARED Ur F r l LL_ 1 220V RECEP11CAL Xn Z O �-/ O O a O DECK BY B/P o WAL LIGHT � � N 00) - - -(} COLING LIGHT SURFACE MOUNTED (n m (V (n Cr O RECESSED LIGHT AT COLING J * = N yr SNATCH, SINGLE POLE Q (n 43> 00 44° SWITCH. THREE WAY ,— �J _C_ � 4+" SWITCH. FOUR WAY W F L FANLIGHT FIXTURE NH RANGE/HOOD FIXTURE � a W to (D v FANLIGHT do HEAT COLING UNIT L11 0Z ® az ® SPECIAL PURPOSE CONNECTION W J — ® JUNCTION BOX bi J z Q O AC/DC SMOKE DETECTOR O O O O • U 11 ®® 2 014 N . E . C . ® � BELT. BUTTON z Y Q z �c �k Q 7ELEPHONE OUTLET � O ® ®® ALL OUTLETS TO BE TAMPER RESISTANT * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * �� 7O�"'�0N CABLE 01T1� Q o O ­,- N * * (D THERMOSTAT Q W O O ALL EXT. GFI RECEPTACLES TO BE UV RATED ®; VACUUM SYSTEM OUTLET z U rn CK COLING FAN do LIGHT Q �Z FLOOD LIGHTS 1-' z J _I F COLING FAN U) N w (�('1 �-- oLLJp SII w N w Q� a, to o� o WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. M f=C;' RN -1YI= E GLASS "U"VALUE SHGC CLEAR OPENING DOOR NO. DOOR SIZE OR TYPE A21 ANDERSEN 400 AWNING 2.6 0.90 .30 0.31 0.88 SF 0 X 3 0 3'- O" x 6'-8" INSULATED, METAL EXTERIOR DOOR C23 ANDERSEN 400 CASEMENT 8.5 7.90 .30 0.31 3. 11 SF PS61611 6'-0" x 6'- 1 1 " WOOD, SLIDING GLASS DOOR C135 ANDERSEN 400 CASEMENT 4.9 4.60 .30 0.31 3.60 SF C335 ANDERSEN 400 CASEMENT 14.8 9.20 .30 0.31 3.60 SF CR13 ANDERSEN 400 CASEMENT 2.7 2.40 .30 0.31 1 .58 SF G336 ANDERSEN 400 GLIDING 5.7 3.58 .30 0.31 3.58 SF 2032 ANDERSEN 400 D.H. 4.2 2.48 0.28 0.32 2.47 SF * 3046 ANDERSEN 400 D.H. 10.3 5.73 0.28 0.32 5.70 SF WINDOWS WITH 'T' AFTER WINDOW NUMBER ON FLOOR PLANS ARE TEMPERED *= THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ. FT., WIDTH OF 20"., & HEIGHT OF 24" FLOOR PLAN NOTES 1. Label locations are designated by: 5 7. All interior and exterior Handrails and/or ® State Labels . Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser ® Third Party Inspection Agency done on site by Builder Purchaser. ® Data Plate 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is 3'-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code requirements and appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1. Materials are type A PEX. 2. Water supply shall be securely attached to the building at no 1. Materials are PVC schedule 40. greater distances between support intervals than specified ; 2. Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger 3. Water heater to be supplied and installed by B/P. 4. All supply lines are stubbed through the first floor. Horizontal pipe at 3'-0" for 01 1/2" or smaller Supply lines below first floor supplied and installed by B/P. Vertical pipe at 4'-0". 5. All hot water lines in unheated spaces shall be insulated by B/P. 3. All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7. All devices installed with self closing valves (i.e. washer,dish washer) shall have a water hammer arresting device on the supply line 4. Horizontal vent pipe connections to vertical vent branch or stack supple and local applicable codes.ied and Installed by B/P on site, In accordance with all Statshall occur at least 6" above the floor rim of the highest fixture 8. All fixture supply lines 1/2" diameter shall have individual served by the horizontal vent. shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated 200 amps. 10. Door bell button at split entry front doors shall be installed by B/P 2. Non-metallic sheathed cable is type NM-B. 11. One [1] GFI circuit shall be installed in basement by B/P. 3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated 4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. into house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 113. Receptacles shall not be installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 114. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. baseboard systems. 7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8. Telephone and television cable options run to the electric panel location. 16. Smoke detectors shall have a battery back-up power source. 9. Door bell wires shall be connected in basement by B/P. 17. Basement smoke detectors are supplied by WMH and installed by B/P. EBB - HEATING NOTES FHW - HEATING NOTES 1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rate with 65' entering air. type Nm w 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes 2. Maximum wattage per circuit shall be r lin watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection 3. Baseboards are rated ate Is watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P. 4. Minimum thermostat range is 45' to 75' F. All heating pipes In unheated spaces shall be insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units. 3.4. lnimum thermostat range is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAiM DETAIL 1. The foundation plan is provided for foundation design parameters only. Complete foundation engineering based on specific site TOP OF FDTN WA Z conditions, applicable local and state codes, to be reviewed and approved by a registered architect or engineer In the state of PERIMETER BEAM a house designation. (2) 2x10 SPF#2 2x6 SILL PLATE A UJ o M = 2. The Builder/Purchaser shall be responsible for design, construction w/ 1�2" PLY. .. U �U) � and code compliance of all foundation elements including (but not EACH MODULE 8 I Z o I LE N limited to) structural, plumbing, electrical, heating, energy FDTN WALL v0 conservation and fire separation. 1/2 0 BOLT & NUT 00 3. Min(mum column footing size shall be 2'-6" x 2'-6" x 10" deep. LALLY COLUMN v � 4. Concrete strength shall be 3000 psi or greater. & WASHER 0 32" O.C. COLUMN FTG 5. Lally column shall be minimum 03 1/2" steel pipe. FLOORS, 48" CLG/ROOF 6. Foundation sill shall be preservative treated lumber (supplied TOP OF 8SMT SLAB and installed by B/P prior to house delivery and set). There shall & LAG STEEL P be no protrusion above top of sill plates. BOLTS- LATE B/P FDTN FTG LALLY COLUMN USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE RA DETACHED SINGLE BURRASCANO THIRD PARTY INSPECTION AGENCY FAMILY DWELLING CEDAR KNOLLS 17151 CONST. TYPE: 900 MARCONI AVE SITE: PRODUCTION No. VB RONKONKOMA, NY 11779 2120 NORTH SEA DR SOUTHOLD, NY 11971 DESIGNER: m 'f7 REVISION DATE --- > 0 C C.LARREYNACA STANDARD ND TE S11/29/17 0 6 17 ,' f �r `.TA TL S : N '� a o tt ��' �' C N � 0 "1 �' PAGE: I QID Westchester Modular Homes Inc g `: ° CHECK DATE 3 ®® 130 Reagans Mill Road, Wingdale, New York, 12594 Tel (914)832-9400 Fax (914)832-6698 , U z W Q 1 ELEVATIONS TOTAL AREA = 3040 SQ . FT. F _ DETACHED SINGLEuj 2 FOUNDATION PLAN USE GROUP — FAMILY DWELLING Z 3A ) 3B FLOOR PLAN CONST. TYPE = VB Q ROOF DETAIL GROUND SNOW LOAD = 40 �B4H HIP SF/ 4 CROSS SECTION SEISMIC DESIGN CAT. = C 5A , 5B PLUMBING PLAN SOIL SITE CLASS = D 6A ) 6B ELECTRICAL PLAN WIND SPEED (vuio — 135 MPH 8 STD . NOTES 8c DETAILS EXPOSURE CATEGORY = tYf: FLOOD ZONE = YES FLOOR LIVE LOAD = - 1 st FL . = 40 LB /SF Q N Q 0 DESIGNED TO THE FOLLOWING: = 30 LB /SF 2nd FL . It.%% ZZ NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): 00 p O ZO Y cn • 2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH REPLACIES Z _0 Lf) uj THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) 0 w w U • REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (2015 IRC, 2015 IBC, 2015 IPC, I I V) 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, AND 2015 IEBC), WITH SPECIFIC CODE PRINTINGS, o � 00 APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2017 UCS. N to NYS ENERGY CODE (WHICH INCORPORATES BY REFEKENCE): I— c N • 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, W E >2 � PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 (2016 ECS). ALL REFERENECES WITHIN O o �, Lo 3 THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE AMENDED TO BE A REFERENCE TO PROJECT ADDRESS p �-- W = Z o THE 2017 UCS. 00 w " • REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS PUBLISHED 2120 NORTH SEA RD „ Z = Z T o, o BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC CODE PRINTING, APPENDICES, AND SOUTHOLD, NY 11971 Z v80 REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. >> o < Z = o • SUFFOLK COUNTY ui � o N V a d ASHREA 90.1 -2013, PRINTING AS IDENTIFIED IN THE 2016 ECS. • om OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. J N N -° N 201400 NATIONAL ELECTRICAL CODE Q 0) � �/ w LL - V v � NOTES: O000 cn . THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND 86 > LiCI - CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THE cn Q z � '� '� NOTE: w J - Q DEPARTMENT OF STATE, UNDER SYSTEMS NUMBER M0659-2010-118. 2. ENERGY COMPLIANCE IS SHOWN THROUGH THE USE OF RESCHECK SOFTWARE AND IS IN UNAUTHORIZED ALTERATION OR ADDITION TO p o 0 o S ®® 11 OR THE CODE. THIS DRAWING IS A VIOLATION OF SECTION z � v O COMPLIANCE WITH CHAPTERY Q z W 3. BLOWER DOOR TESTING SHALL BE PERFORMED ON SITE BY A QUALIFIED HERS RATER IN 7209(2) OF THE NYS EDUCATION LAW. o :2 o ACCORDANCE WITH N1102.4.12. W Q Y z v 4. WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE ANTHONY S. PISARRI, P. E. , R.A. o bi 0 0 BY B/P WITH A MINIMUM CONTINUOUS FLOW RATE OF PER TABLE M1507.3.3(1 ). INTAKE DESIGN PROFESSIONAL z AIR TO BE TAKEN FROM EXTERIOR AND CONNECTED TO RETURN AIR OF HVAC SYSTEM. 3 ROSALIND DRIVE 0.NJ } 5. THERE ARE NO LOT LINE SEPARATION REQUIREMENTS FOR THIS DWELLING AS LOCATED ON CORTLANDT MANOR, NY 10567 cn 0 m >- w0 THIS LOT. (914) 736-6580 w QRZ > �� �� loz p wp4¢„ U c cj p� C� OVERHANG DIMENSION (*) HOUSE WIDTH NOTE: ROOF PITCH 24'-0" 26'-0" 30'-0" 27'-8"/31'-8" ALL SIDING AND CORNERS TO BE SUPPLIED VENT FLASHING SHALL BE INSTALLED AT VENT PIPE 5/12 16" 11" 16" AND INSTALLED ON SITE BY BIP PENETRATION PER R3103.3 .. 7/12 16" 11" 16" 9/12 12" 11" 12" NOTE: ALL EXTERIOR STAIRS, RAILS, & GUARDS TO U 1212 8 3/4" 8 3/4" 8 3/4" BE DESIGNED, SUPPLIED, AND INSTALLED ON Z SITE BY B/P PER R311.7 & 312.1 W C' Q O 12 PLUMBING VENT 0 5 V STACK w I V) Z ALL EXTERIOR DECKS/PORCH Q AND ACCESS TO GRADES TO `. BE DESIGNED AND CONSTRUCTED ON SITE BY B/P Ell[ 11111111111 MI --------- ------ - m H H HIS I f�I �_u---I I II II IIB ,+ .�` •.. Ail JUDI IST FLOOR I u u ,__ EL. 12.0- I I I I I �' i.�.• Y a' AVERAGE GRADE FRONT ELEVATION BY WMH I BY B/P RIGHT ELEVATION I —— L2 H 0 NOTE: o cq o THE AVERAGE GRADE TO BE LESS THAN 6'-0" FROM .� z Z FINISHED FIRST FLOOR z 0 6 O z z O Y 12 J O _ � 5 QLij o w ( 0 N C-) "qr 00 —' cV � ALL EXTERIOR DECKS/PORCH AND ACCESS TO GRADES TO Ln N BE DESIGNED AND , „ o V) SEE CHAR CONSTRUCTED ON SITE BY B/P ' ` ' U = Z �' 00 00 Q r------ N } (/ X Z Z v> li----- w o o 75 c FTIi I N Z O O 04 0 c/) uj 0 F— NO 1` L 00) 04 r Q 0) (/ M 00 LLI -I------ m Q r -*- 0'0000 v_ REAR ELEVATION m � > >- o BY B/P IBY WMH Q z ® M 1— ppv'� � u i I FW- -1zQ w LEFT ELEVATION __5 �_ p O O = 00 ®® —5 C) � � O CL' QLd ocz Y �' ` II Q � W0O l Z ml Urns Z AFQ LJ Z w c CD � ��-,J _ I � m �� L,� �� > z� N w II � �� z V) Q00 W w a- w 0 Q o� OCi �omcn.- a 56'-0" 48'-0" 8'-0" 4'-9 1/2" 4'-6 1/2" 5'-9 1/2" 7'-0" 11'-0 1/2" 14'-10" U 6 75#- ---- 3225 3225# 3225# 3225# 3225# ------ , 5471# W 1018 PLF I Q I IFOUNDATION WALL I I Z a ® 1 1 cD - O FOOTING = SUPPLIED BY WMH i i 5471 F # `' � I I INSTALLED BY B/P CN w _o w POST BY IB/P I I) i Z_ 5471# o BASEMENT MOTE STAIRS DESIGNED Of COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; - & CONSTRUCTED Q to OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS * = 6'-4" BY B/P Q- 1---- I 1 0 P=3730# L----J P=14002# _ 15'-10" 17 -2 159-0110 2036 PLF 2036 PLF 800 PLF 00 * * * * * * ** ** r— --1 r— --I r— --1 1- --I r --1 r— --I r— --1 00 I I t I I I I I I I I I I 00 .0 --I— - -I-9 - I—�- -O--I-- - I- -9—}- L---J L---J L---J L---J L---J L-- L---J _ �LALLY COLUMN 5471# o COLUMN FOOTING iv Ow.. i 5471# t� r` 6 I 6� � m I !� p O OPG . z ` 5471# z z 0 0 Y W 5 S I I I 1 \ w I I 1 5471# V) 0 I L 1018 PLF i = o, 0) # 5080# 3740# - 5471# I CN cD 62 5# L ----- 5080 5080# 5080# 747# 5080# Z Cn .. 5080# S-5 1/4" 11'-1 1/2" 3'-0 3/8" 6'-6 3/4" '-11 1/8"[ 7'-0" 7'-0" 3'-8" 3'-3" 48'-0" 8'-0" o ^ = Z 56'-0" 7 00w56'-0" %-.o °o Nr x o z z 5 � p ijjtY V o 7C3o U, _ l►. HOLD DOWN LOCATION AND REQUIRED o ¢ z 0 UPLIFT RESISTqq ANCE FOUNDATION NOTES: m d 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. PL = POINT LOAD [GRAVITY] (n o m NI N W 0 � COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE -_� LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED SITE IS LOCATED IN FEMA FLOOD PLAIN Q N m M ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. F- („� HOLD DOWN LOCATIONS AND LOAD REQUIREMENTS ARE � c Lo LOWER LEVEL CANNOT BE USED FOR ANY-THING W CALCULATED BY WMH BASED UPON THE MODULAR CONSTRUCTION U a �t 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND OTHER THAN VEHICLE PARKING, STORAGE & DWELLING Q -4— rn CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) ACCESS. METHODS AND THE WFCM. DRAWING 4C IS PROVIDED AS ANcr) 000 ALL FINAL STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE ILLUSTRATION OF POSSIBLE CONNECTION DETAILS. � W >- FLOOD VENTS AND/OR BREAKAWAY WALLS TO BE CONNECTIONS OF THE MODULES TO THE PILING FOUNDATIONQ) SEPERATION. PROVIDED PER CODE. SYSTEM ARE TO BE DESIGNED BY A LICENSED PE/RA. THE Q Z M H CALCULATIONS, DRAWINGS AND CONNECTION FDETAILS PROVIDED BY _ 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. BUILDER TO PROVIDE MINIMUM 3'-0" SWINIG DOOR FOR THE PE/RA SUPERCEDE ANY SUGGESTED DETAILS OR CONNECTIONS IW- J Z Q GRADE LEVEL EGRESS IF REQUIRED. SHOWN ON THESE PLANS 00 :24) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. 0 Z Y Y U O ®® MECHANICAL EQUIPMENT IS TO BE MOUNTED ABOVE FLOOD LEVEL. 0 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. Q Z ®® ONE HOUR FIRE SEPARATION BETWEEN LOWER LEVEL AND Q :2 YO 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND DWELLING TO BE PROVIDED BY BUILDER IF' SPACE IS INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO USED FOR VEHICLE PARKING. LOWER LEVEIL STRUCTURE Q PROTRUSION ABOVE TOP OF SILL PLATE. TO HAVE ONE HOUR FIRE RATING IF GRADE LEVEL IS 13 5 MPH WIND ZONE o 0 0) ry USED FOR VEHICULAR PARKING. Z 5 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT REQUIRED GRADE LEVEL EXTERIOR WP/GFI RECEPTACLES Q .. -� o STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL TO BE PROVIDED BY B/P a Zz APPLICABLE ENERGY CODE REQUIREMENTS -4HOLDDOWN LOCATION (n > � co LOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N) W VJfn � W w ¢- z v Q� 48'-0" 8,-0„ STRAP HEADER TO WALL STUDS ABOVE W/ [1] -0 1/2" 6'-3 1/2" 11'-6 11/2" I 5' 2 0 HEADER AS COLLECTOR CS20 STRAPS W/ 3225 (7)10ds EACH END U ((EGRESS) # 6275# 3225# C23 3225# 3225# 2-3046 3225# DECK BY B/P S4816 4-2032 5471# W -1114111IIIA— TF- DX30 U Z DRYER Q ENT z_ Z BLOC ING p 3D E iv El (D O IN CE LING �j w 5471 #AISE U RAISE p CABINET o W VANITY & MOTHER SUITE M O.o 0 V) we 1" 14'-0" x 15'-0 1/2" O � Z V60 — o �0 V36 5471# o � O O RAISE �I- 2-D20 D26 � i 0 SQU R VANITY & � LINEN --- r --- ---------� I in -- WC 1" FOR GRAB BLOCKING 0 SHELVES BY FOR BARS DN TO SQU RE � ��� o M to D26 N 2- 20 x I I U D J \\\ole 00 #-\ 1865# p p C° n IWE 2 181 [3]2x3s o ENTRY BY B/P ---- ------------ w - - - --- ----�-- J J Q , 00 F5 ZR2442 [4] 1 1/2x 9 1/4 MICROLAMS ABOVE30462 42 1 L 2442 a [2] EACH SIDELo w PANTRY7001# 5993# 5471# NCAR B18FH BMC27 WR3315B WR33158 3696 PLUMBING [4]2x4s [3]2x6sDEP SB21 --- --- 1"FILLER WALL W ►� KITCHEN DINING *` 25'-0" x 15'-0 1/2" 5471# - m DECORATIVE DOOR PANELS ON BACK & SIDE OF ISLAND r N- ON-SITE I `� N � r o w - FIREPLACE 1Lo Q ® KITCHEN NOTES: BY B/P I ��1 M a, N - DELUXE CABINETS J I `.� ao CN o 1 � - RAISE CABINETS 1 W DB36-3D D636-3D DB36-3D _ S/L 2 3/4" CLASSIC CROWN �--� COUNTER TOPS BY B/P' J5080# z DOUBLE 2x10s @ 12"O.C. - SINK & FAUCET BY B/P M a GREAT ROOM 471# z O Z Y � NDP Z V Lf) W v Es 22'-0" x 15'-0 1/2" WDEP SB36 3"DWR Q 0 w v � CAR DB33-3D WBT18 OW PREP 15" D830-3D � � � TRASH 471# L L w ui w w WEZR2442 PREP g 9 m _ I [b � � 0 Lo 6275# 5080# G336 G336 G336 5080# PS61611 5080# 2-3046 2-3046 3046 471# — co 5080 37401# 747# I Cn I # 5080# 3'-8 1/4" 3'-6 3/8" 3'-5 1/8" STRAP HEADER TO WALL 3 -6.. NOTE:ALL WINDOWS WITH A SILL HEIGHT STUDS ABOVE W/ [2] � CS14 STRAPS W/ LESS THAN 24" ABOVE FINISHED ~ O 3 o (16)10ds EACH END FLOOR AND WITH A EXT. HEIGHT OF o F U = z 00 GREATER THAN 6'-0" TO GRADE w zz k SHALL BE EQUIPPED WITH FALL V) >- x PROTECTION SUPPLIED AND o z 75 c INSTALLED ON SITE BY B/P INZ < o ACCORDANCE W/ R312.2 Q z o COVERED DECK BY B/P 0 w o d -ENERGY STAR COMPLIANCE- * * 135 MPH WIND ZONE Q � 00 CAULK UNDER ALL EXTERIOR ALL *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN __jc- a�'^ Lo FLOORS, CEILINGS AND EXTERIOR WALLS* SHEARWALL LEGENDp I �� o� *FOAM GASKETS TO BLL IOUTLETSNSTALLED TO ALL EXTERIOR g _ Q FIRST FLOOR CEILING IH EI GH T ALL FIELD NAILING IS 12 OC a.) �� *WALL INSULATION TO BE INSTALLED SPLIT AROUND INTERIOR GWB FASTENED WITH ADHESIVE PER � �- o WIRING AND ELECTRICAL BOXES-NO GAPS* ENTIRE FIRST FLOOR MANUFACTURER'S SPECIFICATIONS. GWB V) Q z K, F- *INSTALL MATING WALL GASKET* ADDITIONAL LATERAL LOAD RESISTANCE: 100PLF LLJ J _ Q *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED F__ J z lit !J d AROUND DOORS AND WINDOWS* NOTES: ® SHEAR WALL-436p1f O o o o ®® - FIRST FLOOR FRAMING TO BE DOUBILES @ 12"O.C. EDGE NAILS: 8d COMMON NAILS @ 6"o.c. z Y Q z LIGHT 8c VENTILATION SCHEDULE (SF) - ZIP SHEATHING ON EXTERIOR WALLS SHEAR WALL-590plf o cy— :2 o ® ®® ROOM AREA LIGHT SUPPLIED VENT SUPPLIED - O.S.B. SHEATHING ON MARRIAGE WALLS ® EDGE NAILS: 8d COMMON NAILS @ 4"o.c. Q o 0 o z ��-- - ANDERSEN 400 SERIES WINDOWS w o o GREAT ROOM 330 63.6 36.85 - LINCOLN PARK SOLID SMOOTH INTERIOR DOORS SHEAR WALL-730pif m v rn a� KITCHEN/DINING 376 66.2 46.16 - UPGRADE TRIM W/ WINDSOR CASING [TACK BASE EDGE NAILS: 8d COMMON NAILS @ 3"o.c. Q _j Z Lij MOTHER SUITE 216 23.28 12.82 ONLY] HOLDDOWN LOCATION cf) o K_� � m �- LOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N) _ zw N •• II W N WQ O L <� V� al o v c,, O cn 48'-0" 6'-1 3/4" 3'-3 7/8" 4'-0 7/8" 3'-0 1/2" 7'-5 1/2" 6'-5" U 1 59# A21 L1107# A21 A21 T A21 A21 A21 1107#.Ll A21 3469# W C'1 I CAMBRIDGE TUB I I -------- I Q I BASE W/ ° I I I Z I CEMENT BOARD I I O . . I I I I � QI � I I I I U 0- EDROOM #20 BEDROOM , Ldci- 00 13'-3" x 12'-8" RAISE 2 I I I 12 —0 x 15 -0 12 00 Z N I VANITY & I I NI WC 5/8" 1 I I CDI a , O ' ' XI o I 1 i i _ a C-4CL O I I IN 0 I I I LINEN I �_ �o I N I I I co•• v� u D26 D24 D26 DN F4 =x o W 2— 2Q 2— 20 125 1� "X 54" I CO I ------ fHgSTALLn], 4219# '`�• -----I --- [3]2x3s 00 D D26 1181 I 1865----------------- 1282x3s # I I # r i 2 2x3s [ ] 1 I # 15'-1 1/2" 1 [ ] ; s� •_ 1 CL (0 [2] 1 1/2"x 14" MICROLAMS ABOVE N [1] PER SIDE I o ./; aI , IQ00 00 1 co I 10 w I 1- 3469# TO SQU R I I a O O N ILd A Un I 0 I T t\ N V24 V24 VL2490 I x jRAISE (0 I CD Lo, �` o U) �- ; . OFFICE WC'5�8 MSTR BEDROOM ;� Nw � z Z Cr.O u. r » r » r n r » Lu O Y w X13 —9 x 15'-0 1/2" FULL BASE TUB PREP 18'-l" x 15'-0 1/2" 1 z P V) w J 5 = • I SHOWER I ' . Q Mo w v I PREP W o I I w 0 [2] 1 1/2"x 9 1/4" CEMENT 2x10 HEADER AS COLLECTOR uj o_ MICROLAM HEADER BOARD I C..> rn 0 O� 1 f59# 3-3046 C335T 44873046 PS61611 3046T ILO (EGRESS) (EGRESS) (EGRESS) 8' ' -3" (EGRESS) Cn 1 NOTE: N BASE OF TUB TO I ALL WINDOWS WITH A SILL HEIGHT >- 00 DISTRIBUTE LOAD UNIFORMLY TO LESS THAN 24" ABOVE FINISHED O � FLOOR SYSTEM FLOOR AND WITH �A EXT. HEIGHT OF o rn U = z t GREATER THAN 6 -0 TO GRADE a ;: � 00 SHALL BE EQUIPPED WITH FALL v >- v x PROTECTION SUPPLIED AND o z I I INSTALLED ON SITE BY B/P IN < � � •- -ENERGY STAR COMPLIANCE- � V) z O ® p 3 0 *CAULK UNDER ALL EXTERIOR WALLS* �Ecl< BY B P ACCORDANCE W/ R312.2 0 0 < a T7 0 *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN / Ld o o rn FLOORS, CEILINGS AND EXTERIOR WALLS* - ElEl- - J = m N N V) ® � *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR Q —� -�— = 04 WALL OUTLETS 13 5 MPH WIND Z 0 N E ►— L-a- 00 *WALL INSULATION TO BE INSTALLED SPLIT AROUND W � c � WIRING AND ELECTRICAL BOXES—NO GAPS* o � Moo *INSTALL MATING WALL GASKET* SHEARWALL LEGEND cn * ALL FIELD NAILING IS 12" OC qj W ® N LOW EXPANSION SPRAY FOAM INSULATION INSTALLED > >- AROUND DOORS AND WINDOWS* INTERIOR GWB FASTENED WITH ADHESIVE PER Q Z MANUFACTURER'S SPECIFICATIONS. GWB (J") U) _ ADDITIONAL LATERAL LOAD RESISTANCE: 100PLF FW- J Z Q NOTES: O O 0 :E rr C) U �® - SECOND FLOOR FRAMING SPACED @ 1 O.C. ® SHEAR WALL-436p1f Z Z y � V LIGHT 8c VENTILATION SCHEDULE (SF) - ZIP SHEATHING ON EXTERIOR WALLS EDGE NAILS: 8d COMMON NAILS ® 6"o.c. o n, Q o ® W ROOM AREA LIGHT SUPPLIED ED - O.S.B. SHEATHING ON MARRIAGE WALLS ® SHEAR WALL-590pif w Q Y ®® - ANDERSEN 400 SERIES WINDOWSEDGE NAILS: 8d COMMON NAILS ® 4"o.c. OW O O MSTR BEDROOM 272 65.48 37.58 - LINCOLN PARK SOLID SMOOTH INTERIOIR DOORS 16 84 8.21 - SHEAR WALL-730p1f z m � � � BEDROOM#2 162 UPGRADE TRIM W/ WINDSOR CASING [ TACK BASE ® Q Li Ju .. o EDGE NAILS: 8d COMMON NAILS ® 3 o.c. I— z J a I BEDROOM#3 180 33.08 22.02 ONLY] J HOLDDOWN LOCATION N ~ m L _� � > zw CV II OFFICE 207 46.56 25.64 LOAD (Ibs) AND REQUIRED LOAD (BY B/P-U.O.N) W z " �� � a� Lj o-< 00 o� 00 vvi.— �I v U W CONT RIDGE VENT 18 int/LF Q [3] 12ds ® 24"O.C. Z O MMH8 STRAP MMH8 STRAP U W CL PRE ENGINEERED & 12 30PYROSOELF—SEALING FIBERGLASS SHINGLES z CERTIFIED ROOF TRUSS DESIGN 5OVER 15# ROOFING FELT F:�� OVER 5/8" AGENCY RATED SHEATHING F_ R38 INSULATION BITUTHANE APPLIED CONTINUOUSLY Q W/VAPOR BARRIER TO EAVES FOR ICE SHIELD THIS ATTIC SPACE 0 AIR BAFFLE BY IS DESIGNED MMH8 STRAP WMH—� FOR LIGHT STORAGE 2x6 SUB—FASCIA TRUSS BLOCK DETAIL —ALUMINUM FASCIA 2x6 BLOCK BETWEEN ..�• EVERY OTHER TRUSS w/ VINYL SOFFIT 10.7 int/ft2 VENT r3�316d FACE-NAILS ANDTYP INTERIOR WALL 16d END-NAILS AT o TYP EXTERIOR WALL CH END OF BLOCK I [2] 2x4 SPF #3 ,TOP PLATES [2] 2x6 SPF #3 TOP PLATES A+ 00 2x4 SPF #3 ®16 OC STUDS 2x6 SPF #3 © 16" OC STUDS 2x4 SPF #3 SOLE PLATE 2x6 SPF #2 SOLE PLATE ' 1f 3 16d FACE-NAILS (3 (82# _ 246# (WITHDRAWAL) 1/2" GWB BOTH SIDES 1/2" GWB W INTERIOR SIDE 3� 16d END-NAILS (3)O128#� 384# (SHEAR) R21 INSULATION WITH VAPOR BARRIER BOTH GREATER THAN 175# MINIMUM.] ( STAPLED TO STUDS @ 7" O.C. - MA only ------------- -- - /2" AGENCY RATED SHEATHING EXTERIOR SIDE � 2x10 SPF #2 © 16" OC FLR JST 1 R-12 RIGID FOAM INSULATION ___________ _ WEATHER - PROTECTIVE BARRIER 246 SPF #2 a 16" - VINYL SIDING TYP MARRIAGE WALL 9" 2x3 [2] SPF #3 TOP PLATES Q 2x3 SPF #3 ® 12" O.C.(1st FLR) 00 _ o o 2x3 SPF #3 © 16" O.C.(2nd FLR) 0 1/2" AGENCY RATED SHTG. MAT.SIDE 12d COMMONS �. 1/2" GWB INTERIOR SIDEZ 2ND FL _ TOE NAIL®6" a `` d a� 2x3 SPF #3 SOLE PLATE z �— 1ST FL CLG 6 0 0 Y 8d COMMONS z v 0 w = ® 6" o.c. a0 w 0 L)AGENCY RATED SHTG. ALONG BAND w 0 n- 12ds TOE-NAILED © 6'O.C. TYP SUB-FLOORING 3/4" N °- 2x6 PT SILL PLATE0 2x10 SPF #2 © 16 OC FLR JST U -'m Co0 (SUPPLIED & INSTALLED BY B/P)—� w • o = N m O °- ( •- co R-19 FIBERGLASS INSULATION 0 ------- TO COMPLY W/ENERGY CODE o ¢ 00 N iv - (INSTALLED BY B/P W/VAPOR j = m 1 >-O BARRIER TO WARM SIDE) in O p 3 L00 O FOUNDATION WALL °' 0o SUPPORTS o U = Z00 —� I LALLY COLUMN & STAIRS z Q � �.. i, O BY B/P 00 Z4:-- V) O o x m Q � Q � z 6 �L° �` w � o Z3 •- FOUNDATION FOOTING coO O U 0 o g O dn - OO �COLUMN FOOTING J m "' "' Na: I Q O7 V) M a.:) N 00 W -� c C) U rn d 00 FLAMESPREAD NOTES: � LLJ Q::N v ® c� o Z (f)1. WALL AND CEILING FINISHES SHALL WINDOW/DOOR NOTES: Q HAVE A FLAME SPREAD INDEX OF NOT 1. ALL WINDOWS AND DOORS TO BE (n _ O INSTRUCTIONS FOR ANCHORAGE PEO � GREATER THAN 200, PER R302.9.1 INSTALLED PER MANUFACTURE'S Ld J Z Q 2. INSULATION MATERIALS SHALL HAVE R O O A FLAME SPREAD INDEX OF NOT R609.7 ZOO ®® GREATER THAN 25, PER R302.10.1 2. MULLED UNIT IN LIVING ROOM TO BE Z `� Q Z INSTALLED USING (1) 2x4 SUPPORT 0 < O MULLION PER ANDERSEN COMBINATION ry ®® JOIST/HDR NOTES: DESIGNS FOR 400 SERIES D/H w Q Y 1. ALL FLOOR JOISTS ARE 2x10 SPF#2 Q o M O Z r \ # WINDOWS AND WILL SUPPORT A LLI O O l�/1 PER TABLE R502.3.1(2) PRESSURE OF 42psf Z m O � � 2. ALL WINDOW/DOOR HEADERS ARE [2] J� ^ 2x10 SPF#2 PER TABLE R602.7(1) WIND PRESSURE FOR WINDOWS/DOORS �,z w o [PER TABLE R301.2(2)] IS -41.0psf (n J >_ mm n I Li M Lv 0 U_j In 2 N � I I w �W ? a� z 6i Q Wit- ca oLZ OU 0V o0 60: na PEAK INSERT 2x8 RIDGE BOARD 0 TOP CHORD SEE PIANS Z W 20 LEDGER SPF #2 POST— SEE PLANS Q 2x8 SPF #2 END BAND Z � . O_ I SPF #2 RAFTERS ~ (SEE PLANS) W ML IN HIP PANEL �'�� ��'� Z (SEE PLANS) _ l HIP PANEL MICROLAM FASTENED ti SOP H y TOP CHORD HIP BEAM w/(2) 16d'S @ 16"o.c. 0Q ' TOP CHORD HIP BEAM — SEE PLANS co 0 PLATE FASTENED TO BANDS 0 s' w/(2) 16d'S @ 16"o.c, .-' 2x4 SUPPORT POST do @ PANEL CORNER Nro 2x4 SUPPORT POST @ PANEL CORNER FASTEN TOP & BOTTOM OF POST TO HIP PANEL & MICROLAM ,- BEAM w/ (3) 16d'S TOENAILED & HIP FRAMING DETAIL (2) 1 1/4"x20go STEEL STRAPS w/ W (7) 6d NAILS EA ENDS ML CROSS BEAM — SEE PLANS Q. 15'-9 1/2" TYPICAL ROOF PLAN 1t\ N � � D O z FASTEN TOP OF POST zz TO HIP PANEL AND ROOF TOP z° F o 0 0 us CHORD BEAM w/ (3) 16d'S Q o w v TOENAILED & (2) MMH8 STEEL of STRAPS w/ (5) 6d NAILS EA END N SUPPORT POST V (n o0 (n 0.) @ PANEL CORNER I N coo MODULE BAND AND/OR MICROLAM cv CROSS BEAM >-- 00 01-. FASTEN TOP & BOTTOM OF POST TO MODULE r~1 = 3,9 ,�� BANDS AND/OR & MICROLAM BEAM w/ (3) 0 rn U 00 SHEAR AND UPLIFT CONNECTIONS 16d'S TOENAILED & (2) 1 1/4"x2Oga STEEL 00 w m STRAPS w/ (7) 6d NAILS EA END z `" z a p UPLIFT CONNECTIONS: w z F o .c � UNIT LATERAL LOAD FOR ROOF: 123.2PLF � W z o O p TABLES 2. — WFCM — INTERPOLATED FOR 16feet oQ = o WORST CASE LOAD: 16' HIP 9:12 ROOF PITCH cn o m cv (D Nt n � = cnl POST CONNECTIONS: _ -a--- — N TRANSFERRED TO BOTH POSTS (DOUBLE LOADING) Q 123.2plf x 16FT = 1971.2# 00 SINGLE SHEAR CONNECTION VALUE FOR: LiJ ® v u7 6d NAIL IN 20ga STEEL = 72# EACH '*— 000 USING SIMPSON COIL STRAP — CS-20 V) MAX TENSILE STRENGTH OF 1-1/4' x 20go STRAP: 1030# > NAILS REQUIRED FOR MAX LOADING OF:1000#/72# = 14 NAILS HIP FRAMING MEMBER CHART (n (nQ Z o NUMBER OR STRAPS REQUIRED: Framing Members for 12'Module Framing Members for 14' Module Framing Members for 16'Module Ld J z Q 1971.2lbs/1002lbs = 1.96=2 STRAPS @ EA CONNECTION Snow Load Hi Beam Top Chord Rafters Rafters Top Chord Rafters Rafters Top Chord Rafters Rafters O O O Hip Hip Beam Hip Beam ZOO ®® PLATE TO PLATE CONNECTIONS: z Y Q z UNIT LATERAL LOAD FOR ROOF: 123.2PLF 30psf (1) 71/4" ML (1) 2X8 2x6 2x6 (1)l 71/4" M (1) 71/4" ML 2x6 2x6 (1) 91/4" ML (1) 91/4" ML 2x6 2x6 � O FACE—NAILING: ®®< SINGLE SHEAR CONNECTION VALUE FOR: Q p O Z 16d FACE NAIL IN 1-1/2" MEMBER: 191lbs 50psf (1) 71/4" ML (1) 71/4" ML 2x6 2x6 (1) 91/4" M (1) 91/4" ML 2x6 2x6 (1) 111/4" M (1) 111/4" ML 2x8 2x8p Li O O NAILING REQUIRED FOR SHEAR/UPLIFT CONNECTIONS ZQ m U 191lbs/123.2p[f = 1.55ft. JZ r- SPECIFIED:(2) 16d's @ 16" O.C. = 230 CAPACITY �fN— CL w z_j � c POSTS ARE SUBJECTED TO GRAVITY AND UPLIFT LOADING ONLY. SHEAR LOADS W 0 wN J 0 w ARE CARRIED BY THE ROOF DIAPHRAGM AS CALCULATED ABOVE: LLI w a� z i- a oI (n 15 0 �� 00 voiZ a 48'-0" - - 8'-0" I I U DECK BY B/P Z w o 0 12"V TO Q 112ND FL WASHER Z II 2D O 'J, 1 1/2"V 0 SINK U WC [2] LAV MOTHER SUITE o 2"V Ld 1 1/2"DLAV 2"D 1 1/2"V SUPPLIES 1 1/2"D r co � 1 1/2"V — 3"D FROM >- 2ND FL WC �-- 1 3'D' V --------__� 2"FV / u CL 00 SHOWER aI I 2"D2"V TO °o 1 1/2"V 2ND FL ° <\ o 1 00 [3] 2" 2-STORY [2] 2"PVC PIPES W/ PWC PIPES ACCESS ® 60"AFF n , _ BSMT-ATTIC ----------------- ENTRY BY B/P 00 � rte- --� -�--- ° 3"D FROM _ C J ---�--- ° 2ND FL [2] 2" 2-STORY BAR SINK PVC PIPES LLJ 2"D BSMT-ATTIC a- A.A.V. ,.✓ . KITCHEN /DINING I � N LIJ LIJ CI Q N Q Lo GREAT ROOM o z KIT.SINK 6 p Y 2"D1 1/2"V TO z v Fn w 1 1/2"V 2ND FL < o LIJ DW w It L� r_ V j c� � 00 � � o� z - N � KIT SUPPLY DIAGRAM SINK DW SH ER WC LAV LAV WC LAV SINK WASHER I N (V VIEW 'A' - NTS D WV DIAGRAM � �00 VIEW `A' - NTS co 3 Lo b FL = FLOOR LINE D = DRAIN o U = Z � I I I I TI I I I 1/2" ¢ = 1/2" SHUT OFF VALVE V = VENT 00 I I I I I I i I TYPCOLD FV = FUTURE VENT v >- o HOT SP = STAND PIPE z Z =3 �° FL I I I I I I I I I DW = DISH WASHER uj o m I I I I I I I I WC = WATER CLOSET '� a z o O o COVERED DECK BY B/P FC = FIELD CONNECTION BY B/P LIJ mv d B/P = BUILDER/PURCHASER (n 0 m �I N o _l I c °' 2"V TO Q ®— Cn !� N) tial 2ND FL2"V TO `L� ~ — a Lo W v � L 000 u- 2ND F 1 1/2"V TO z w ® a 2ND FL cZv N QZ .1 A.A.V. � ol- u- > W J — Lam_ P. > 1— ___I Z Q u. > P \ N p O O �--- > p N Z U ®® N \ Z Y � Y U—) BAR SINK > Q Q ZO KI2"DINK 2"D o N > : ®® �w N N ------ DRAIN BY B/P Q o 0 o z L� p \ J DRAIN BY WMH > p = w o O M SHOWER ` LAV SINK Z m U 2"D [2] LAV ---__= VENT BY B/P WC 1 1/2"D 2"D = Q 3 D 1 1/z D VENT BY WMH 3"DWAS WASHER ? Z_ m �` o O o W w W 0 _} � > zz CVw II W a� Z " V)- H Q G�7 p cn � o U- o o o o � al J� 48'-0" U Z W 0 1`�71° CTUB/SHO I I I -------- Q 1/2"D2"V FROM 1/2"V1 1 O 1ST FL I 1 1 3"D TO I I 1ST FL I U BEDROOM #2 3 D ' I BEDROOM #3 W 3"V i Iz ' 1 (f) I II 1 z I II LAV I I I c 1 1/2"D I I I I 2'V 1 1/2"V 1 ST FROM I II I II ° p I II o FS Y\V [3] 2" 2-STORY PVC PIPES --------------- BSMT-ATTIC 00 M -- ----------------- �o [2] 2" 2-STORY \ ., 3 D TO PVC PIPES W 1ST FL BSMT-ATTICS w ' ———— ——————————————— �` IN, k 01 SHOWER HEAD �� o 0 o LOCATION ® LAV LAV 7'-0"AFF WC 1 1/2"D 1 1/2"D OFFICE , /2 V 2"V 2"V MSTR BEDROOM z z HAND-HELD z _o Y SHOWER HEAD 0 0 w LOCATION SHOWER TUB a o w = F711 1/2"V 2"D w w v ° 2�,V cn a f-- 00 a' 0')1 1/2"V--// I z — N tO LAV LAV WC SH WER TUB 1S�FL Cn I I I }o 3„ MV � X THRU ROOF 1/2„ TYP > > 0`0 `� 00 w V) 0 x FL J-- --�-- -- --I-- --Jz z rn� ---- > I I U o Z o< o r > m TUB/SHO a z 0 O p 13/4” F G' 04 1 1/2"D DECK BY B/P ITYP - - - :02 MZ) �=1No l ® � � rn `L WC 3"D LAV WC TUB SHO 1— N 00 cn 0-IN LAV W ® V v U-) 1 1/2"D � ,�� I ® m� -*- > N V) 1/2 Z \ 3"D TO o TYP i i (n < Z o 3"D TO > 1ST FL Lv -I _ Q 0 1 ST FL N FL I-- -I Z Q N -----�-- ----� O 0 0 0 > I ZU ® ®® A SHOWER I z Q Z �) 2"D 13/4' D r O ® p e 1 TYP ®® [2] LAV �, Q z (f7 WC 04 1 1/2"D � IJ_I O OC44.) 3D Urns z TUAV B `''!yV Q J ca. . o 2"D F- n- z z 0O Q F— M Of Lof Ld � v� v~i w/ (D N w II w LW = <g z ink a� 0 WW OU 0� pU d M C i O (n 48'-0" 8'-0„ I I 12 WP 12 GFIDECK BY B/P z W C' 13 13 UNDER 10 2N L 33 Q PLATFORM 10 TO B MT 10 11 29 1,3 O 14 FL 12 N I- TO 14 14 MOTHER SUITE 12 12 Loops - o Ld SCONCE PREPS I (f) 14 ® STD VANITY SCONCE 24 z O 4 LIGHT HEIGHT PREPS ® 12 G 70 AFF I 1410 1 - 13 13 USB 12P LI --- ---------- -------_� I a. C---- 3 200 A I I 12 11 ELECTRICAL PANEL cl ——————— LOCATION - WALL <\ i 14 14 10(� \\\ 3 10 T'� \ I Uj a 3 \ \\\ I 00 SD ® 10 ® 10 13 13 ENTRY BY B/P ----------------- "1 - - - - J - ---�_----�---� 17 Q _��� 2 — L4 9 33 f 's} ;I 1 1 7 7 7 5 �a W 9 6 6 6 6 9 1 FT TAIL HANGING CL 2 KITCHEN I G 9 WIRE* FROM CEILING FOR WIRE 9 XFOR 3 LOCATIONS * _- BOX FOR I N GAS 7 ON-SITE 6 I RECESSED 9 I SPEAKER BOX R HE61 7 7 CHANDELIER 10 667AFF I I & WIRE NEXT �` ✓ �I H 4 L- -_ [TO TV JACK � Q (V Q i? WARE SPEAKERTODROP I `� o o IIS TO BSMT1 S4 6 6 9 GREAT R00 9 *9 Z Z LD 8 WIRES- WIRES- z 0 Ln Li J y = W (� 6 GF127 6 * 8 Ld 0 2 -� G 14 26G 2 GFI 6 G 2 4G F 4 6 9 USB J c� b- 000 0) = g3 � � — N to OUTLET FOR 8 Idm to I 6 WARMING SWITCH AND 8 N DRAWER WIRE FOR I PORCH LIGHTS 03 0Lo -1%LEGEND o U ®— z z co O PANEL BOX 00 � >- X CIRCUIT DIRECTORY 110V DUPLEX RECEPTICAL O Z N0. AMP WIRE CIRCUIT CIRCUIT r12-2 FA N0. I 110V DUPLEX RECEPTICAL - SPLIT WIRED w < o .= LL 220V RECEPIICAL Z 0 0 0 C) 1 4 8-4 ELECTRIC DRYER KITCHEN AFI] 2 COVERED DECK BY B/P FO WALL LIGHT 0 w W o I=- -v 3_ _ _ _ KITCHEN,DINING I 4 _ _ _ _ _ ¢- CEILING LIGHT SURFACE MOUNTED o m �_I N o F rn 5 20 12-2 REFRIGERATOR AFI GL-KITCHEN AFI 6 p RECESSED LIGHT AT CEILING J = `" �--- -� = N 7 15 14-2 GL-KITCHEN[AFI] GL-GREAT RM[AFI] 14-28 44 SWITCH, SINGLE POLE+ '" SWITCH, THREE WAY �- I� 00 1 9 15 14-2 GL-GREAT RM[AFI] GL-HALLWAYS[AFI 14-210 � SWITCH, FOUR WAY LLJ �� -� a N11 15 14-2 GL-LAUNDRY RM[AFI] GL-STAIRS[AFI] 14-212 ® 0 .;� 000 L FAN/LIGHT FIXTURE H RANGE/HOOD FIXTURE � �� 13 15 14-2 GL-MOTHERS RM[AFI] GL-MOTHERS BTH[AFI] 14-2 15 14 p � � F H FANLIGHT & HEAT CEILING UNIT LL.I a....l a.) fY ® 15 15 14-2 GL-BDRM#2[AFI] GL-HALL, SD/CO[AFI] 14-2 15 16 Q z �... ® '�' o 17 15 14-2 GL-G.BATH[AFI] L-STAIRS,CLOSET[AFI] 14-2 15 18 ® SPECIAL PURPOSE CONNECTION m O JUNCTION BOX LLl J — Q 19 15 14-2 GL-BDRM#3[AFI] GL-MSTR BDRM[AFI] 14-2 15 20AC/ F-- z 21 15 14-2 GL-MSTR BDRM[AFI] GL-MSTR BATH[AFI] 14-2 15 22 2 01 4 N . E . C . So BELL SMOKE DETECTOR O O O OO �- MA D BELL 23 15 14-2 GL-OFFICE[AFI] BATHROOM GFI [AFI] 12-2 20 24 * ALL OUTLETS TO BE TAMPER RESISTANT * ® DOOR BELL BUTTON z Y Q Z 25 20 12-2 DISPOSAL[AFI] DRAWER WARMER[AFI] 12-2 20 26 * * Q TELEPHONE OUTLET 0 ry � O ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY 50 MIN. ®® C fl� TELEVISION CABLE OUTLET w Q Y 27 20 12-2 DISHWASHER[AFI] FREEZER[AFI] 12-2 20 28 * ALL EXT. GFI RECEPTACLES TO BE UV RATED * C) o o 29 20 12-2 WASHER[AFI] 30 ( THERMOSTAT 0 � 0> VACUUM SYSTEM OUTLET z U � ly' 31 32 CEILING FAN & LIGHT Q ` 33 34 0 ❑ FLOOD LIGHTS Z= �' T- I 35 36 F CEILING FAN (n ZO N� I- � _ << 37 38 W " �� : �`� wN ^II w 39 40 _ << zz a' Q� Q�r QI Qo 04 U oz., oO UUi.- 0 48'-0" 15 15 V Z W 15 15 0 USB —LOCATED PER 17 0 1 1 18 19 LOCATED PER 19 Z 15 B/P REQUEST 1 18 1 I B/P REQUEST O BEDROOM -g? F —11-15VKL1 ; ; /,\To—l ; U BEDROOM #3 W � 17 24 I I 1ST FL I 18 19 � I I 1 1s Z 15 15 17 I I I USB 17 1 18 i 18 1 19 Q n I I I I p I I 19 15 SD 16 I I 15 11 TO ATTIC 16 \---�i 1 16 16 16 SO 1s 15 --------------- 6 £16 19 Al 19 00 16 16 /, h �"',.,*fit 16 16 23 SO I ---------------------- SD 3 USB ` s `' USB O 1; I 2t O TO ALL 20 20 * I I FLOODS ! 21 21 W 21 21 �- 23 —————————————————————— 23 23 20 ID 1 . 0 24 24 20 `\ Q N Q 0 0 FV-11-15V ZS 22 F 222 % r OFFICE L MSTR BEDROOM z z OO y- 21 1 Z F- 21 U to a = 5 = O U 23 Al 23 23 22 I 20 20 (n CL V rn 00 � Ln co 1.4920 :20 20 ( CO dna Cnto I >- 00 LEGENDo ^ ~ C) LOSz V 00 C� PANEL BOXQ L 110V DUPLEX RECEPTICAL M >- v x 110V DUPLEX RECEPTICAL - SPLIT WIRED Of Q Z _� LL- uj 220V RECEPTICAL z N Z -U O ?� O DECK BY B/P fO WALL LIGHT w o F- v �J — 'llr 04 CEILING LIGHT SURFACE MOUNTED = m �l 04O 0 RECESSED LIGHT AT CEILING _ Q ss SWITCH, SINGLE POLE 0 v t- CV� U M 44, SWITCH, THREE WAY 00 +9' SNATCH, FOUR WAY W °—" _c— C L j V a � FL I FAN/LIGHT FIXTURE PHI RANGE/HOOD FIXTURE `— 1 000 H FAN/LIGHT & HEAT CEILING UNIT � ; � >— B 0 A ^, z ® ® SPECIAL PURPOSE CONNECTION (n Q M F— �, O JUNCTION BOXQ:2 ®® J — p � SD AC/DC SMOKE DETECTOR O Q Q tl....� s 2014 N . E . C . O BELL z z v oY -� ® DOOR BELL BUTTON * ALL OUTLETS TO BE TAMPER RESISTANT * a TELEPHONE OUTLET g o ®® * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * o 1) THERMOSTAT TELEVISION CABLE OUTLET Q o o z C� * ALL EXT. GFI RECEPTACLES TO BE UV RATED * w CD o ®§ z VACUUM SYSTEM OUTLET m U 07 Q CEILING FAN & LIGHT Q CD .. (� O FLOOD LIGHTS d Z-j d CEILING FAN � � O r� wLLJ >�-, zw N d:� UIII LLJ� ¢ Z cn� Q(n � o� o ocD u) oI WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. M F-C' R TYFP E GLASS VENT "U"VALUE SHGC CLEAR OPENING DOOR NO. DOOR SIZE DOOR TYPE A21 ANDERSEN 400 AWNING 2.6 0.90 .30 0.31 0.88 SF EDX30 3'- 0" x 6'- 8" INSULATED, IviETAt_ EXTERIOR DOOR C23 ANDERSEN 400 CASEMENT 8.5 7.90 .30 0.31 3. 11 SF PS61611 6'- 0" x 6'- 11 " WOOD, SLIDING GLASS DOOR C135 ANDERSEN 400 CASEMENT 4.9 4.60 .30 0.31 3.60 SF C335 ANDERSEN 400 CASEMENT 14.8 9.20 .30 0.31 3.60 SF CR13 ANDERSEN 400 CASEMENT 2.7 2.40 .30 0.31 1 .58 SF G336 ANDERSEN 400 GLIDING 5.7 3.58 .30 0.31 3.58 SF 2032 ANDERSEN 400 D.H. 4.2 2.48 0.28 0.32 2.47 SF * 3046 ANDERSEN 400 D.H. 10.3 5.73 0.28 0.32 5.70 SF *= THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ. FT., WIDTH OF 20"., & HEIGHT OF 24" FLOOR PLAN NOTES 1 . Label locations are designated by: 7. All interior and exterior Handrails and/or sL State Labels 5. Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser IA Third Party Inspection Agency done on site by Builder Purchaser. M-P-1 Data Plate 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is S-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code requirements and i appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1. Materials are type A PEX. 2. Water supply shall be securely attached to the building at no 1. Materials are PVC schedule 40. greater distances between support intervals than specified 2. Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger 3. Water heater to be supplied and installed by B/P. Horizontal pipe at 3'-0" for 01 1/2" or smaller 4. All supply lines are stubbed through the first floor. Supply lines below first floor supplied and installed by B/P. Vertical pipe at 4'-0". 5. All hot water lines in unheated spaces shall be insulated by B/P. 3. ,All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7. All devices installed with self closing valves (i.e. wash er,dishwasher) shall have a water hammer arresting device on the supply line 4. ]Horizontal vent pipe connections to vertical vent branch or stack supplied and installed by B/P on site, in accordance with all shall occur at least 6" above the floor rim of the highest fixture State and local applicable codes. 8. All fixture supply lines 1/2" diameter shall have individual served by the horizontal vent. shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated 200 amps. 10. Door bell button at split entry front doors shall be installed by B/P 2. Non-metallic sheathed cable is type NM-B. 11. One [1] GFI circuit shall be installed in basement by B/P. 3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated 4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. iinto house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 14. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. (baseboard systems. 7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. '.Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8. Telephone and television cable options run to the electric panel location. 16. 'Smoke detectors shall have a battery back-up power source. 9. Door bell wires shall be connected in basement by B/P. 11 17. (Basement smoke detectors are supplied by WMH and installed by B/P. EBB - HEATING NOTES FHW - HEATING NOTES 1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rate with 65' entering air. type NM-B. 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes 2. Maximum wattage per circuit shall be 3750 watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection 3. Baseboards are rated at 250 watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P. 4. Minimum thermostat range is 45' to 75' F. 3. All heating pipes in unheated spaces shall be insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units. 4. Minimum thermostat range is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAM DETAIL 1. The foundation plan is provided for foundation design parameters only. Complete foundation engineering based on specific site TOP OF FDTN WA U conditions, applicable local and state codes, to be reviewed and � d Q approved by a registered architect or engineer in the state of PERIMETER BEAM 2x6 SILL PLATE A � a house designation. 2 2x10 SPF#2 2. The Builder/Purchaser shall be responsible for design, construction w/ 1/2" PLY. 8 I z o and code compliance of all foundation elements including (but not EACH MODULE FD TN WALL Z d Q limited to) structural, plumbing, electrical, heating, energy V) conservation and fire separation. 1/2"0 BOLT & NUTLALLY COLUMN 3. Minimum column footing size shall be 2'-6" x 2'-6" x 10" deep. & WASHER ® 32" O.C. 00 4. Concrete strength shall be 3000 psi or greater. FLOORS 48" CLG COLUMN FTG 5. Lally column shall be minimum 1/2" steel pipe. /ROOF S :a 6. Foundation sill shall be preservative treated lumber (supplied TOP OF BSMTLAB and installed by B/P prior to house delivery and set). There shallSTEEL PLLATE & LAG be no protrusion above top of sill plates. BOLTS DY B/P FDTN FTG LALLY COLUMN USE GROUP: BUILDER: HOMEOWNER: SERIAL Na. PE RA THIRD PARTY INSPECTION AGENCY DETACHED SINGLE BURRASCANO 17175 FAMILY DWELLING CEDAR KNOLLS CONST. TYPE: 900 MARCONI AVE SITE: PRODUCTION No. VB RONKONKOMA, NY 11779 2120 NORTH SEA DR SOUTHOLD, NY 11971 ��.-- DESIGNER: REVISION DATE /r` � ►`Y; fir, '45� c.LARREYNAGA S TA NDA RD n `, - - � TE: NV TES 11/29/17 r .x 09726/17 - 4 SCALE: TA- TL I N Af PAGE: ', Westchester Modular Homes Inc 30 Reagans Mill Road, Wingdale, New York, 12594L-8 I CHECK DATE ®® Tel (914)832-9400 Fax (914)832-6698 - A -�P�titiz GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL y4ALL KEY i . ... CONDITIONS OF THE CONTRACT FOR BE CONSTRUCTION GRADE DOUGLAS p CONSTRUCTION, AIA DOCUMENT-201 FIR-SOUTH SELECT STRUCTURAL. ALL —_ = Ex1T TO BE REMOVED HARD WIRED SMOKE 4/87 SHALL APPLY. THE CONTRACTOR WOOD SILLS AND WOOD IN CONTACT OO DETECTOR W/ BATTERY 2�2' ..•�-�� _ SHALL OBTAIN CERTIFICATE OFWITH MASONRY SHALL BE AGO. ALL EXIT TO REMAIN BACK-UP _ ►"_� 1VIM .,,, G. OCCUPANCY. SUBSTITUTIONS SHOULD EXTERIOR SHEATH I NO SHALL BE 1/2 ® 80 GFM FAN TO EXTERIOR U u o'c N NE L L NOT BE MADE WPLYWOOD . HARD WRITTEN GDX DOUOLA5 FIR PLYWOO . NE WOOD FRAME CNST �� A R C. H I T e C T P. C. AUTHORIZATION BY THE ARCHITECT. HARD WIRED GARTER MONOXIDE ...�� SUB-FLOORS TO BE 3/4" GDX NE� POURED CONCRETE a DETECTOR W/ TATTERY TACK-UP �,�.� THE PREMISES SHALL BE KEPT PLYWOOD EXTERIOR SHEATHING TO MIN 12" A.F.F. A5 PER SECT. 1225.2 �•� — ►',, 11 —��" I TODD O'CONNELL,AIA REASONABLY GLEAN AT ALL TIMES. BE COVERED WITH "TYVEK" HOUSE ® 4"x ,"D P05T UNLE55 OTHERWISE IRC, CODE �O NOt O�tO Y� —�•�� m AT THE COMPLETION OF WORK, THE WRAP OR APPROVED EQUAL. BLOCK alE DENOTES EGRESS WINDOW 5 Gj2 I O 1200Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL Suite 120 STUD WALLS AT I/2 STORY HEIGHTS , WASTE MATERIALS, TOOLS, RUBBISH, AND AT ALL UNSUPPORTED EDGES OF ® HoDOWN A5 NOTED �.���-- I Hauppauge,NY 11788 ETC., GLEAN OLA55 AND LEAVE WORK PLYWOOD. PROVIDE SOLID BLOCKING 1 P(631)654-6666 BROOM GLEAN UNLESS OTHER F(631)654-6667 AND DIAQONAL BRACING OF FLOOR IC{516)658-4325 SPECIFIED. THE CONTRACTOR SHALL JOISTS AT 8' O.G. MAXIMUM AND CARRY WORKMAN'S COMPENSATION SOLID BLOCKING UNDER ALL AND GENERAL LIABILITY INSURANCE. UNSUPPORTED EDGES OF PLYWOOD. N ALL SHALL COMPLY WITH STATE AND ALL GAP PLATES TO BE DOUBLED LOCAL CODES AND ORDINANCES. THE AND NAILED BOTTOM GAP PLATED TO CONTRACTOR SHOULD FULLY END OF STUDS. LAP GAP PLATES AT GUARANTEE HIS WORK AND THE WORK CORNERS. WHERE FLUSH FRAMING OF HIS SUBCONTRACTORS FOR A OCCURS, USE MIN. 160A SHEET METAL PERIOD OF ONE YEAR AFTER JOIST HANGERS BY "TECO" OR COMPLETION OF THE PROJECT UNLESS APPROVED EQUAL. ALL CORNERS TO n�o OTHERWISE SPECIFIED. ALL WORKBE MINIMUM 3/2X4 STUDS. HEADERS SHALL BE PERFORMED IN SHALL BE MINIMUM 2/2X6 UNLESS I , ACCORDANCE WITH QOOD BUILDING NOTED ON PLANS. MINIMUM BEARING PRACTICES. THE CONTRACTOR SHALL DEC 2 FOR STUDS, JOISTS AND BEAMS SHALL 1 I INDEMNIFY AND HOLD HARMLESS THE BE 5 1/2". USE DOUBLE JACK STUDS I { OWNER, ARCHITECT, AND THEIR FOR HEADERS OVER FIVE FEET IN AGENTS AND EMPLOYEES FROM AND LENGTH. I �-' AGAINST ALL CLAIMS DAMAGES, I �r TOWN OF SOUVIJOLD LOSES AND EXPENSES, I NGLUD I NO I 1 ATTORNEYS FEES ARISING OUT OF OR ASPHALT ROOF SHINGLES RESULTING FROM THE PERFORMANCE INSTALLED AS PER SECTION R�105.2 I PRO OSED OF THE WORK PROVIDED THAT ANY OF THE INTERNATIONAL RESIDENTIAL OPEPi PORCH 1 SUCH CLAIM, DAMAGE, L055 OR CODE ALL SLOPED ROOF SHINGLES I r EXPENSE (A) 15 ATTRIBUTABLE TO SHALL BE OAF-GLASS-A ASPHALT I PROPOSED I N BODILY INJURY, SICKNESS, DISEASE ROOF SHINOLE5 OR APPROVED BREEZEWAY N OR DEATH OR TO INJURY TO OR EQUAL. 5HINOLE5 SHALL BE APPLIED DESTRUCTION OF TANGIBLE PROPERTY OVER 15# ASPHALT FELT WITH (OTHER THAN THE WORK ITSELF GAF-WEATHER-WATCH ICE AND WATER INCLUDING THE LOSS OR USE BARRIER APPLIES AT EAVES, :PROPOSED Z VALLEYS AND FLASHING. ROOFING .0 O I O }- RESULTING THERE FROM). (B) IS CONTRACTOR TO PROVIDE ALL I Iq d' ,/GARAGE 0 Z CAUSED IN WHOLE OR IN PART BY ANY ( t- ;PROPOSED NEGLIGENT ACT OR OMISSION OF THE FLASHING NECESSARY FORA L �5,-0, dJ cV :FOUNDATION N _ FOUNDATION ";-,F.F.EL.: 10.5 I Q m . ,' U" I � 'F.F EL.: 14.0 CONTRACTOR, ANY SUBCONTRACTOR, T RT O T, T RPROO JOB. ANYONE DIRECTLY OR INDIRECTLY ROOFING IS TO BE APPLIED IN STRICT , }m wJ�0~ LL ° EMPLOYED BY ANY OF THEM, OR ACCORDANCE WITH THE F v o 0 0 ANYONE FOR WHOSE ACTS ANY OF MANUFACTURES SPECIFICATIONS. PROPOSED - j ,- - N o o k�a� CONTRACTOR SHALLSUPPLY COLOR I UTILITY PLATFORMTHEM MAY BE LIABLg O REOARDLESS OF WHETHER OR NOTE 17 15 CAUSED IN SAMPLES OF THE SHINGLES FOR 4 ° < w I .5 Q PART BY A PARTY INDEMNIFIED 1 ° z w N OWNER'S APPROVAL, PRIOR TO Q 1 ~w N o=_ m I I No�� 7uo INSTALLATION. I - 1 a a z m> Q 26METHOD OF .6 21.4 •< _ `�° Qoz ° W HEREUNDER. ALL MATERIALS, 1 � �� I---�-,-ro� CONSTRUCTION IID LUDNO BUT NOT 0 v PAINTING AND STAINING � �Q 4 �O °nz�z�ZW�NN V THE FOLLOWING IS INCLUDED FOR THE 1 I " m o w n LIMITED TO FORM-WORK, CONVENIENCE OF THE PAINTINO ROPOSED _ YF, w o s a m o V BLOCK-WORK, FRAMING, NAILING, I - o�w�z_Qwo LiE CONTRACTORS AND ONLY A5 AN I ORGH W/ Q W Q-<=z�it PLACING OF CONCRETE, ETC. ARE TO Q <,-260003)v o BE CAREFULLY SUPERVISED BY THE INDICATION OF THE TYPES OF PAINTS lu I BALCONY ABOVE I C(1 '— w oom CONTRACTOR TO BE SURE THEY ARE REQUIRED FOR VARIOUS SURFACES. IT IN ACCORDANCE WITH THE DRAWIN05, I S THE INTENT OF THESE m� II o POPOSED w SPECIFICATIONS, APPLICABLE CODES SPECIFICATIONS TO PROVIDE A o z iqo� 3C `L COMPLETE FINISH. ALL PAINTED �Q w N w w Q AND GOOD PRACTICE. DEVIATIONS .n PORCH 1 va� w�Fwv � In FROM THE DRAWINGS AND SURFACES MUST BE FULLY COVERED LIl o>w F SPECIFICATIONS WIN A UNIFORM MANNER TO BE ILL NOT BE —1 J ° ° `� w Q W 6 0 PERMITTED WITHOUT WRITTEN ACCEPTABLE. !(� N�, Q m ro m AUTHORIZATION OF THE ARCHITECT. INTERIOR WOOD SURFACES-APPLY TO �I 1 3*°w o o --z,3 F Z THE CONTRACTOR SHALL BE L 1 OHTLY SANDED SURFACES, WALLS, o _ - RESPONSIBLE FOR THE SHOPBASES, I z z z o DOORS FRAMES TRIM AND PRAWINOS WHICH MAY BE NEEDED. ONE GOAT WOOD FILLER OR STAIN ALL DIMENSIONS AND CONDITIONS AND TWO GOATS MGKLUSKY'S ARE TO BE FIELD VERIFIED. E005HELL FIN15H NON-YELLOWINO - _ _ - - _ _ _ _ _ _ _ _ .I _ _ _ _ _ I-� CONTRACTOR TO REMOVE & POLYURETHANE. �13Pjo Q�jI 3OII E 200.00 IV RELOCATE AS REQUIRED ALL GYPSUM BOARD- MINIMUM ONE GOAT EXISTING WORK WHICH INTERFERES PRIMER AND TWO GOATS FLAT PAINT. WITH NEW CONSTRUCTION. EXTERIOR WOOD SURFACES- TWO GOATS EXTERIOR GRADE STAIN. NORTH I�"� ��� EXTERIOR EXPOSED METAL- MINIMUM I `► X SITE WORK ONE GOAT ZING CHROMATE AND TWO ��O ���� I STAKEOUT IS TO BE T PERFORMED BY A GOATS EXTERIOR ENAMEL. I LICENSED SURVEYOR. 57AKINO AND ALL MATERIAL SHALL BE OF BEST � LAYOUT ARE TO ESTABLISH ALL LINES QUALITY PITTSBURGH, PRATT $ SCALE: 1" = 20'-0" AND BENCHMARKS. VERIFY ALL QIVEN LAMBERT, DUTCH BOY. CABOTS, DATA ON DRAWIN05. IN CASE OF MCKLUSKYS, OR APPROVED EQUAL. DISCREPANCY, RECEIVE CONTRACTOR 15 TO PROVIDE CLARIFICATION FROM ARCHITECT SAMPLES OF ALL PAINTS AND STAINS PRIOR TO PROCEEDING. EXCAVATE FOR ARCHITECT'5 AND/OR OWNERS AND BACK FILL FOR WORK INDICATED APPROVAL. z ON DRAWINGS. STOCKPILE TOPSOIL W OBTAINED FROM STRIPPINO DRIVEWAY NOTES: v AND BUILDING SITE. STOCKPILE ALL I. OBTAIN ALL PERMITS PRIOR TO EXCAVATED MATERIAL. NEW AND THE START OF WORK. W O EXISTING BACK FILL MATERIAL AND p- Z TOPSOIL ARE TO BE FREE OF WEEDS, 2• FINISHES TO BE SUPPLIED TREE ROOTS, ROOKS AND DEBRIS. dl ALL SURPLUS MATERIAL THAT IS BY OWNER UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM THE SITE. 0 PROTECT ALL TREES WITHIN E I OHT THIS PROJECT GOMPL I ES WITH THE 2015 FEET OF THE BUILDING. PROPER INTERNATIONAL RESIDENTIAL CODE, 2ND PRINT, AS APPROVALS MUST BE OBTAINED ADOPTED BY NEW YORK STATE, AND THE 2016 IF BEFORE GOVERINO ANY EXCAVATED NEW YORK STATE SUPPLEMENT U WORK. CONCRETE TO THE BEST OF MY KNOWLEDOE, BELIEF AND NO CONCRETE OR MASONRY WORK PROFESSIONAL JUDOEMEN7, THESE PLANS tu SHALL BE DONE DURI NO AND/OR SPECIFICATIONS ARE IN COMPLIANCE i TEMPERATURES OF 40 DEGREES F. wD/ THE 2015 IEGG, 2NPRINTING AS ADOPTED BY V AND FALLING. NO CONCRETE SHALL NYS, AND THE 2016 NYS ENERGY CODE O Z BE PLACED ON FROZEN SURFACES. NO SUPPLEMENT _ lu _ ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE NOTE: ARCHITECT ALL CONCRETE 15 TO BE FOUNDATIONS CHAPTER 4 DESIGN BASED UPON MIN. 5,500 P.S.I. AT 28 DAYS 4 4,000 PRESUMPTIVE LOAD BEARING VALUES OF SANDY PSI FOR GARAGE SLAB. PROVIDE ALL GRAVEL AND/OR ORAVEL AT 2000 LBS PER z IU SLEEVES AND FOUNDATION VENTS AS SQUARE FOOT. CONTRACTOR TO CONSULT O REQUIRED BY NYS CODE. UNLESS ENGINEER IF DIFFERENT 501L MATERIALS ARE INDICATED, ALL FOUNDATION FOUND UPON EXCAVATION OR TEST HOLE, FOR O FOOTINGS ARE TO BE A MIN. 8" DEEP ALTERNATIVE FOOTING AND FOUNDATION WALL PROJECTING 6" ON EACH SIDE OF THE DESIGN Z O FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE 0 SLABS TO HAVE 6X6 10/10 WELDED O r WIRE RE I NFORG I NO. ANCHOR BOLTS IN CONCRETE SHALL BE HOOKED 5/8" X 12" AT MAX. 5' O.G. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. l� 3 GLIMATIG ,SND OE00RAPHIG DESIGN GRIT�RIA OL FOUNDATION WATERPROOFINO TA5LE R501.2(I) INTERNATIONAL RESIDENTIAL CODE � Q INSTALL TWO LAYERS OF TOWELED ON FIBERGLASS MASTIC. (FED. 5PEG. WIND DESIGN SUBJELT TO DAMAGE 5.S.C. 155 TYPE-I) MEMBRANE TO BE FROM O La W CONTINUOUS FROM TOP OF GROUND SPEED TOPOG SPECIAL WIND SEISMIC SNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEAN O lrl FOUNDATION AND EXTEND TO LAP LOAD EFFECTS REGION I DEBRIS CATEGORY a DEPTH p DESIGN BARRIER HAZARDS FREEZING ANNUAL �- EDGE OF FOOTING. k ZONE f TEMP Q REQUIRED h INDEX I TEMP J yy//'■ 30 130w1t NO NO I MILE B BOF 3 FT MOD TO FEMA 0 z NOTE: ALL NON-ENGINEERED LUMBER — — — -FROM SEVERE BFO EH AVY 15 YES FLOOD 1500 OR 55A TO BE DOUGLAS FIR #2 OR BETTER COAST MAP LESS � 'i; K PANEL# F ,ti 44. TABLE R602.50) TABLE R&O2.3(I) FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED TABLE R&02.5(5) SIZE, HEIGHT AND 5PAGING OF WOOD STUDS - NUMBER AND TYPE NUMBER AND TYPE SPACING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER '9,'6 SPACING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER ab6 INTERMEDIATE BEARING WALLS NON-BEARING WALLS ROOF SUPPORTS 4,-`7177 v°«s"` 7 EDGES} c e (INGHESJ (INCHES) IVDU O'CONNLLL 4-801 BOX2 "X0.113" OR ( � ) WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM 5PAGINO WHENA x C k 1 - e c r P.r.. BLOCKING BETWEEN GEILIN6 JOISTS OR RAFTERS 3-5d COMMON(2 Y2"X0.131");OR MAXIMUM SPACING WHEN LATERALLY LATERALLY 1 TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, ;/ TO TOP PLATE 3-1od BOX(2 Y2"XO.l2a");OR SUPPORTING TWO UNSUPPORTED UNSUPPORTED 3-3"x0.131"NAILS bd COMMON(2"X0.113")NAIL(SUBFLOOR,WALL) f UNSUPPORTED STUD ROOF-GEILIN6 ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING 3o s/e" -Y�" ad COMMON(2Y2"x0.131")NAIL(ROOF) 6 12 (INCHES) HEIGHT g (FEET) ORA HABITABLE ATTIC ASSEMBLY ORA HABITABLE ASSEMBLY ORA HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT TODD .0 E L,AIIA ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC A55EMBLY (INCHES) HEIGHT g (INCHES) (FEET) g (FEET) 4-8d Box(2 �"x0.113") OR 1200 Veterans Memorial Highway 3-801 COMMON(2 Y2"X0.131");OR 51 ��s2" - I" 801 COMMON NAIL(2 Y2"X0.131") 6 12f 2 GEILIN6 JOISTS TO TOP PLATE PER JOIST,TOE NAIL Suite 120 3-1001 BOX(2 Y2"X0.126");OR 3-3"X0.131" NAILS 32 I VD.- - I Ya" I6d COMMON(3"X0.146")NAIL;OR 6 12 Hauppauge,NY 11788 ad(2 Y2"X0.131")DEFORMED NAIL .- GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX(3"X0.113") OR OTHER WALL 5HEATHIN6 P(631)650-6666 3 LAPS OVER PARTITIONS[see Sections R602.3.1 ,R802.3.2 3-I6d COMMON(3 Y2"X0.162");OR 12 6ALV NIZED ROOFING NAIL, 6HE F(631)650-6667 6 and Table 802.5.1 (4)] 4-3"X0.131"NAILS FACE NAIL 33 1 Y2" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I" GROWN STAPLE Ib ga., 3 b (516}658-03255HEATHIN6 I Y4"LONG GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER 25./52" STRUCTURAL CELLULOSIC FIBERBOARD a IZED ROOFING I 6 TABLE R802.s.1(4) 34 SHEATHING DIAMETER,OR I" GROWN STAPLE Ib go., 5 a., 3 4 (HEEL JOINT), FACE NAIL 1 Y4"LONG + + [see Sections R802.3.1 ,Rb02.3.2 and Table 86023.1 (4)] 1 Y2" 6ALVANIZED ROOFING NAIL;STAPLE 35 Y2"GYPSUM SHEATHINOd GALVANIZED, I Y2"LONG;I Ya"SCREWS, :- 4-I6d BOX(3"X0.129,") OR TYPE W OR 5 2X4 10 24r (0 C, -- 24 1 10 16 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 209a. 3-I6d COMMON(3 Y2"X0.146'9;OR d I %"GALVANIZED ROOFING NAIL;STAPLE 2X6 10 24 24 16 1 24 1 20 24 5 RIDGE STRAP TO RAFTER 4-3"X0.131"NAILS FACE NAIL EACH RAFTER 36 5/8"GYPSUM SHEATHING GALVANIZED, 15/8"SCREWS,TYPE W OR S 1 WOOD 5TRU5TRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.8mm _ 3-16d BOX NAILS(3 J"XO.135")OR 2 TOE NAILS ON ONE SIDE 6d DEFORMED(2"X0.120') NAIL;OR a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LE55 THAN ONE ,� �f AND I TOE NAIL ON OPPOSITE 31 s/a"AND LE556 I2 RAFTER OR ROOF TRUSS TO PLATE 3-I6d COMMON NAILS(3"X0.146");OR ad COMMON(2,1`2"X0.131") NAIL SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED 6 4-I6d BOX(3"X0.126");OR SIDE OF EACH RAFTER OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3a I" 4-3"X0.131" NAILS TRU551 801 COMMON(2"X0.131") NAIL;OR 5d DEFORMED(2 Y2"x0,120") NAIL 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 SUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 52 FEET THE WALL STUDS SHALL BE INCREASED TO 4-I6d C �"XON(5) OR lod COMMON(3"x0.149,°) NAIL;oR b 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3-I6d COMMON(3"X0.146");OR TOE NAIL 34 I Ya" - I Ya" ad DEFORMED(2 Y2°X0.120"9 NAIL f 4-IOd BOX(3"X0.126");OR 4-3"X0.131" NAILS FOR 51: 1 inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR = 0.441 m/s;I ksi = 6.545 MPa T ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR k...,_. ,..-• � , ROOF RAFTERS TO MINIMUM 2"RIDGE BEAM 3-I6d BOX(3 "X0.135") OR TABLE F,602.10.4- BRAG I NG METHODS a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING 2-I6d COMMON(3 Y2"X0.162");OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENOTH5 AS SHOWN: 9,0 K51 FOR SHANK DIAMETER OF 0.142 INCH(20d8501.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-I6d BOX(3"X0.125");OR CONNECTION CRITERIA 3-3"X0.131"NAILS COMMON NAIL),40 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN O.I?7 INCH,AND 100 K51 FOR SHANK METHODS, MATERIAL MINIMUM THIGKE55 FISURE FASTENERS SPACING WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. DIAMETERS of 0.142 INCH OR LESS. GLAZED OPENING PROTECTION FOR WINMBCRNE DEBRIS SHALL MEET THE WALL b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 1/16-INCH ON DIAMETER GROWN WIDTH. REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND ASTM E 1886 AS Ibd COMMON(3 Y2"X0.162") 24" O.G.FACE NAIL c.NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 49, INCHES OR GREATER. EXTERIOR 5HEATHIN6 PER d.FOUR-FOOT BY&-FOOT OR 4-FOOT BY 4-FOOT PANELS SHALL BE APPLIED VERTICALLY. 6" EDGE5 12" FIELD MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR m b STUD TO STUD(NOT AT BRACED WALL PANELS) e.5PAGING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2). TABLE 8602.3(3) loa(3"x0.128");OR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RE515TIN6 � 16" O.G.FACE NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO G'S WSP 3"X0.131") NAILS 5 N GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED �8 STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) Ibd BOX(3 Y2'XO.135");OR NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED b INCHES ON CENTER FOR MINIMUM 45 INCH WOOD STRUCTURAL PANEL INTERIOR 5HEATHIN6 PER STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS VARIES BY FASTENER EXCEPTION: 12" O.G.FAGS NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 0 TABLE 8602.3(I)or 8602.3(2) l[1 4 CORNERS(AT BRACED WALL PANELS) g.GYPSUM 5HEATHIN6 SHALL CONFORM TO ASTM G 1346 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING [a WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN ?/(6 INCH AND A Z # I6d COMMON(3 Y2"x0.162") 16" O.G.FACE NAIL SHALL CONFORM TO ASTM G 205. O SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. h.5PAGIN5 OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Q I6d COMMON(3 Y2"X0.162") Ib" O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGIN5 OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE 1- bc 10 BUILT-UP HEADER(2"TO 2"HEADER WITH Y2"SPACER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGE5 PERPENDICULAR TO C5_`5 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE -� I6d BOX(3 Y2"X0.135") 12" O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE 1 CONTINUOUSLY SHEATHED a SEE METHOD 05-WSP SEE METHOD G5-1^15P PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. IV WOOD STRUCTURAL PANEL 3�8 z 5-Sd BOX(2 Y2"X0.113");OR I WHERE A RAFTER I5 FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN ACCORDANCE WITH THIS SCHEDULE ,PROVIDE TWO TOE NAILS z ADJACENIT TO 6ARAOE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALLL BE DESIGNED TO Q Z II CONTINUOUS HEADER TO STUD 4-Sd COMMON(2 Y2"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH TH15 SCHEDULE.THE TOE NAIL ON OPENINGS RES15T THE GOMPONET AND GLADDING LOADS DETERMINED IN AGGORDANCE WITH 0 4-I6d BOX(3"X0.128" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Q EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT GORR0&ION-RESI5TANT Ibd COMMON(3 Y2"x0.162") 16" O.G.FACE NAIL ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE 0 TOP PLATE TO TOP PLATE N BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R501.2.1.2 IS PERMITTED FOR 12 lod BOX(3°x0.126");OR TABLE Ra02.I I RAFTER OR TRUSS UPLIFT CONNECTION FORGES 'Q 12" O.G.FACE NAIL BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE o 3"X0.131")NAILS ab,c,d,e,f,ah � G5-PF w0 FROM WIND (ASD) (POUNDS PER CONNECTION) -i ;; SEE SECTION 8602.10,6.4 SEE SECTION 8602.10.6.4 DESIGN WIND SPEED, I5 180 MPH OR LESS. WW w w *o o O o 0 CONTINUOUSLY SHEATHED �6 Q�N Q R 5-Ibd COMMON(3 J"X0.162");OR EXPOSURE B z PORTA-FRAME a 1 DOUBLE TOP PLATE SPLICE FOR SDC's A-D WITH SEISMIC 12-I6d BOX(3 Y2"X0.135");OR z TABLE R501.2.1.2: NINDBORNE DEBRIS PROTECTION FASTENING 2 12-I6d BOX(3"X0.126");OR FACE NAIL ON EACH SIDE OF z BRACED WALL LINE SPACING< 25' ULTIMATE DESIGN WIND SPEED Vult (m h) N� o w } 12-3"X0.131" NAILS END JOINT(MINIMUM 24" LAP p O SCHEDULE FOR WOOD STRUCTURAL PANELS 0 SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 130 mph 140 mph I Y2' long X 0.12 dia. z w�i z O�� m 13 END JOINT) TRUSS SPAGINS (FEET) ,i 25 �� (for Y2"thick sheathing) FASTENER SPAG I NG N u F z m W DOUBLE TOP PLATE SPLICE SDC's D ,D ,OR D ;AND 12-Ibd(3 Y2"X0.135") ROOF PITCH ROOF PITCH d Y2 Ot' �32 fOt^ I /a" long x 0.12 dia. v Z O BRACED WALL LINE 5PAGING>25' O 2 GS-SFB ;i (for 254z"thick sheathing) 3" EDGE5 6" FIELD FASTENER TYPE 4 FOOT 6 FOOT o m�k �m T w� Y <5:12 >5:12 <5:12 >5:12 CONTINUOUSLY SHEATHED maximum 16 galvanized roofing nabs or ad common Q r z w N O STRUCTURAL FIBERBOARD 9 g PANEL SPAN < PANEL SPAN < PANEL SPAN D,u,��Q-o Q'z W V I6d COMMON(3 Y�'X0.162") I6" O.G.FAGS NAIL l2 cis 88 122 113 StUG� S aG In (2 Y2" long X 0.131"dia.)Halls ( a-� r N V O w O = O IO g _4 FOOT _6 FOOT _8 FOOT ' ,- LU 4 N 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR I6d BOX(3 Y2"X0.135");OR I8 122 112 15-1 146 NO. 8 WOOD SCREW ° Q V ~ BLOCKING(NOT AT BRACED WALL PANELS) 12" O.G.FACE NAIL 24 141 137 Iq2 176 4 Q 0.'H z 3"X0.131") NAILS 12" O G 28 167 153 216 200 FOR 51: I INCH = 25.4 mm, I FOOT = 304.5mm, I degree = 0.0175 rad, I pound per square foot=47.8 N/m2, I mile per hour = 0.447 m/s. BASED ANCHOR WITH 2 16 10 8 Q Q z°,o o 3-I6d BOX(3 Y2"XO 135");OR 3 EACH Ib" O.G.FACE NAIL 32 185 170 240 222 a. Adhesive attachment of wall sheathin including Method SB, shall not be permitted in Seismic Design Categories G, D , D and D:2. INCH EMBEDMENT LENGTH ON w 0.r O X o� I5 BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR 2-I6d COMMON(3 Y2'XO.162"9;OR 2 EACH 16" O.G.FACE NAIL 56 205 186 264 244 g g p g 9 0 1 2 0 0 >X w Q o BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131" NAILS 4 EACH 16" O.G.FACE NAIL b. Applies t0 panels next to garage door opening where supporting gable and Wall or roof load only. Shall only be used on one Wall F Q W6�3 m WQ m 0,9 42 250 2I 1 300 278 NO. 10 WOOD SCREW o p F z o 0 of the garage. In Seismic Design Categories Do, D1, and D2 roof covering dead load shal I not exceed 3 psf. � LL w o o z w 48 25a 236 336 5l I BASED ANCHOR WITH 2 x w o -F 3 3 4-ad Box(2 "x0.113'7;OR 12 126 117 162 150 G. Garage openings adjacent to a Method GS-6 panel shall be provided with a header in accordance with Table R602.5 (1). A full 16 12 c1 ,L w N U, Q 3-1601 BOX(3 Y2"X0,135");OR INCH EMBEDMENT LENGTH o o N w o w m 0 18 162 14q 201 Iq4 height clear opening shall not be permitted to a Method GS-G panel. V 4-801 COMMON(2 Y2"X0.131");OR TOE NAIL �O>w=O�u-Q V� � 4-I6d BOX(3"x0.128");OR 24 101E 182 255 237 Cl Method GS-BFB does not apply in Seismic Design Categories Do, DI , D2. N K s - ED w�m w Ib TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS 16" O.G. 28 222 203 2a7 266 e. Method applies to detached one and two-family dwellings in Seismic Design Categories Dpthrough D2only. Y4 INCH LAG SCREW 0 N o o Q '�o 3-Ibd BOX(3 "x0.135°);OR 52 246 226 318 215 BASED ANCHOR WITH 2 16 16 16 z�' N it i m�'z o 2-Ibd COMMON(3 Y2"X0.162");OR END NAIL 56 270 247 351 525 INCH EMBEDMENT LENGTH v o w o v o w z 3-I6d BOX(3"xo.l2e'7;OR 42 306 281 I 5qq 570 o Q$ z Q 3-3"x0.131"NAILS 48 343 314 1 447 1 414 * z y F 3-I6d BOX(311X0.129,11);oR EXP05URE G TABLE R50-i.2 a. THIS TABLE IS BASED ON 180 MPH ULTIMATE Q d I1 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON(3 Y2"X0.162");OR 3-3"x0.131"NAILS FACE NAIL ULTIMATE DESIGN WIND SPEED Vult (mph) DECK LEDGER GONNEGTION TO BAND JOISTap DESIGN WIND SPEED ANDA 33 FOOT MEAN ROOF 3-501 SOX(2 "x0.113");OR RAFTER OR ROOF SPAN (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=1 O PSF, SNOW LOAD < 40 PSF HEIGHT. TRUSS 5PAGING (FEET) 130 mph 140 mph - b. FASTENERS SHALL BE INSTALLED AT OPPOSING 2-5d COMMON(2 Y2"X0,131");OR [Q 18 I" BRACE TO EACH STUD AND PLATE 2-I6d BOX(3"X0.128");OR FACE NAIL CONNECTION DIETAILS JOIST SPAN ENDS OF THE WOOD STRUCTURAL PANEL. 2 STAPLES I s/a" ROOF PITCH ROOF PITCH b' AND LESS 6' I"TO V 9,'I" TO 10' 1 10'1 TO 12' 1 121 TO 14' 141"TO Ib' 161 TO Ib' FASTENERS SHALL BE LOCATED NOT LESS THAN 3-5d 557 72-7 75.13'9;OR <5:12 >5:12 <5:12 >5:12 ON-CENTER SPACING OF FASTENERS 2-5d COMMON(2Y2"X0.131");ORINCH DIAMETER LAG SCREW cd INCH FROM THE EDGE OF THE PANEL. 14 I"X 6"SHEATHING TO EACH BEARING 2-1Od BOX(3"X0.125");08 FACE NAIL 12 I6l 151 5- 1 42 WITH� INCH MAXIt-4UM SHEATHING 30 23 Ib 15 13 II 10 C. ANCHORS SHALL PENETRATE THROUGH THE 2 STAPLES, I"GROWN, 16ga.,1 5/a" LONG 18 208 115 257 24 � INCH DIAMETER BOLT WITH� INCH 36 36 34 24 24 21 14 EXTERIOR WALL COVERING WITH AN EMBEDMENT 24 256 2301 317 218 MAXIMUM SHEATHUN6 d 3-ad Box(2 "x0.113");OR „ 28 2801 26155a 335 LENGTH OF NOT LESS THAN 2 INCHES INTO THE 3-8d COMMON(2 Y2"X0.131");OR 12 O.G. I INCH DIAMETER BOLT WITH I-INCH 36 36 24 24 21 la Ib 3-I0d BOX(3"X0.128'7;OR 52 321 20101 3q8 373 MAXIMUM SHEATHI'NGe BUILDING FRAME. FASTENERS SHALL BE LOCATED 3 STAPLES, I"GROWN, I6go.,l 5/4" LONG 56 355 3201 438 411 FOR 51: 1 Inch = 25.4 mm, I foot =304.5 mm, I pound per square foot = 0.0414 kPa NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE 42 402 575 40101 468 a.Ledgers shall be flashed In accordance with Section R103.4 to prevent water from contracting the house bond joist. CONCRETE BLOCK OR CONCRETE. 20 I"X 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I' X 8" FACE NAIL 48 450 420 560 524 b.Snow load shall not be, assumed to act concurrently with live load. 4-Sd BOX(2 �"X0.113");OR 12 214 201 265 247 c.The tip of the lag screw shall fully extend beyond the Inside face of the band)015t. GI. PANELS ATTACHED TO MASONRY OR 3-5d COMMON(2 Y2"X0.131"9;ORd.Sheathingshall Ibe wood structural panel or solid saw lumber 3-I6d BOX(3"X0.128");OR la 277 2501 542 322a.sheathinwwn shallIbe permitted to be wood structvrol panel,gypsum board,fiberboard, lumber or foam sheathing. MASONRY/STUCCO SHALL BE ATTACHED USING 4 STAPLES, I"GROWN, 169a.) s/a" LONG 24 540 5I8 422 316 Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable VIBRATION-RESISTANT ANCHORS HAVING AN FLOOR 16" O.G. 28 384 358 476 446 sheathing thickness where combined with wood panel or lumber sheathing. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS 4-9,d Box(2 �"x0.1139;OR 32 427 5q8 52q 4q6 THAN 1,500 POUNDS. 1- 36 4601 458 585 547 21 JOIST TO SILL,TOP PLATE OR GIRDER 3- COMMON Y e," 3I");OR Z 3-10d BOX(3"X00.128");;OR TOE NAIL 42 1 555 1 4011 1 664 1 622 W 3-3"X0.131"NAILS 48 1 511 I 551 1 745 16017 TABLE R5O1.2.I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS' AS PER J ad BOX(2 "X0.113") 4" O.G.TOE NAIL 'J PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS TABLE R301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE �1I RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP ad COMMON(2 Y2"X0.131");OR r 22 FOR 51: I INCH = 25.4 mm, I FOOT = 504.8mm, I MILE PER HOUR= 0.447 m/s, PLATE(ROOF APPLICATIONS ALSO) I6d BOX(3"X0.128");OR 6"O.G. TOE NAIL 2 W O 3"x0.131"NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.01 N/m , I plf 14.6 N/m MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS STRUCTURAL MEMBER ALLOWABLE IL z 3-8d BOX 2 X0.113";OR DEFLECTION 2-6d COMMON(2 Y2"X0.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING d 23 I" X 6" SUBFLOOR OR LE55 TO EACH JOIST 3-I6d BOX(3"X0.125");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 5/12 L/180 " ll l 2 STAPLES, I"GROWN, 1698.,1 s/a"LONG CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE LEDGER' 2 INGHESJ 3/4 INCH 2 INCHES" I s/a INGHESb WITH NO FINISHED CEILING ATTACHED TO f < 3-I6d BOX(3 Y2'XO.135'7;OR TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THERAFTERS 2 24 2"SUBFLOOR TO JOIST OR 61RDER -16d COMMON(3 Y2"X0.162") BLIND AND FACE NAIL BAND J015T 3/4 INCH 2 INCHES 2 INCHES" 1 5/a INCHES" ADJUSTMENT GOEFFIGIENTS IN TABLE 8501.2(5) SHALL NOT BE USED TO MULTIPLY THE INTERIOR WALLS AND PARTITIONS H/180 3-I6d BOX(3 Y2'XO.I35");OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF 25 2"PLANKS(PLANK EBEAM -FLOOR d ROOF) AT EACH BEARING,FACE NAIL FOR 51: I INCH=25.4 MM FLOORS 1-/360 2-16d COMMON(3 Y2"X0.162") HEIGHTS. a. LA6 SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R501.2.1(0. 3-I6d COMMON(3 "x0.1629 b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 b. MAXIMUM 5 INCHES. GEILIN6 WITH BRITTLE FINISHES (INCLUDING L/560 4-10 BOX(3"X0.129,");OR A55EMBLY DEAD LOAD OF 15 PSF. c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL 60VERN. PLASTER AND STUCCO) ++� 26 BAND OR RIM J015T TO J015T 4-3"X0.131"NAILS ;OR d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R501.2.10). l� END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF CEILINGS WITH FLEXIBLE FINISHES (INCLUDING 1-/240 4-3"X 149a. STAPLES,a" GROWN OVERHANG OF 24 INCHES. GYPSUM BOARD) NAIL EACH LAYER AS FOLLOHS: d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE 20d COMMON(4"x0.142");OR 32"O.C.AT TOP AND BOTTOM ALL OTHER STRUCTURAL MEMBERS L/240 AND STAGGERED MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING TABLE: R4O2.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE lu I6d BOX(3"X0.126");OR 24"O.G. FACE NAIL AT TOP CORNERS. EXTERIOR WALLS - WIND LOAD' WITH PLASTER OR H/360 l 1 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED STUCCO FINISHES �-/ ,1 1 OPPOSITE SIDES UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS EQUIVALENT U-FACTORS O 1-1--.1 AND: 2-20d COMMON(4"X0.142");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS' WITH OTHER H/240 'I , 3-I6d OX(3"X0.126 LU -- 3-3°x0.131° NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE / r 4-Ibd BOX(3�"x0.135");OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE EXTERIOR WALLS - WIND LOADS' WITH FLEXIBLE H/120J �- 3-I6d COMMON(3 Y2"X0.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE. FINISHES. !1 - 25 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-I6d BOX(3"X0.128");OR FACE NAIL e 4-3"X BO NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS 4 EXCEPT LINTELS SUPPORTING MASONRY VENEER WALLS L/600 SHALL BE PERMITTED. 0.55 0.55 0.026 0.060 O.OciB 0.047 O.OSci 0.065 24 BRIDGING TO JOIST 2-I6d(3"X0.126") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED MARINE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 5 AND 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS O (y Z MARINE 4 HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (A5D) LOADS AS MAX. AS MAX. OBTAINED FROM THE TABLE R501.2(2). O PROPOSED AS MAX. -V.I.',F. AS MIN. AS MIN. AS MIN. N/A AS MIN. -�- b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE - TABLE 8602.8(3) THE LENOTH OF THE rANTILF-\/ER. R ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN (- WOOD PANEL WALL SHEATHING FASTENING SCHEDULE G. FOR, anti ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO < MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND MINIMUM NAIL MINIMUM WOOD PANEL NAIL 5PAGING GONERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS STRUCTURAL PANEL THICKNESS STUD 5PAGING SPEED VULT(MPH) PENETRATION PANEL SPAN (INCHES) (INCHES) EDGE5 FIELD WIND EXPOSURE CATEGORY RATING ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF O I^ SIZE GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED v ) (INCHES) (INCHES O.G.) (INCHES O.G.) B 11 D TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE 9,d COMMON Ls 24/0 3/5 16 6 12 140 115 110 1-/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE � < O (2.0"x0.1131) LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. ad COMMON 16 b 12 110 140 135 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT' FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (2.5"X0.13111) 24 12 140 115 110 O 1.75 24/16 1/16 SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD 6 FOR 51: I Inch = 25.4 mm, I MILE PER HOUR = 0.441 m/s MAXIMUM MINIMUM DEFLECTION SHALL NOT EXCEED L/120. GLAZED a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN Ib" CLIMATE ZONE FENESTRATION SKYVd. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM LIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R- ALUE CRAWL SPACE � ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. bA r- e BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE b.TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 8301.2. U-FACTORb U-FACTO SHOD I d R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE DEPTH WALL R-VALUE DEFLECTION OF H/180. CD LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R602.10. e. REFER TO SECTION R705.8.2. Q c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 4 EXCEPT 20 OR 10 CONT. OR 10 DONT. OR SPAN RATING. PLYWOOD SIDING RATED 16 O.G.OR 24 O.G. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. MARINE O.55 0.55 0.40 4ci 13 + 5 h 8/13 IQ 13 CAVITY 10 / 2FT. 13 CAVITY WALL-I6 AND PLYWOOD SIDING 16 O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER. 15 CONT. OR 15 CONT. OR W 5 AND 0.32 0.55 NR 4c{ 20 OR 13/17 309 ICI CAVITY 10 / 2FT. Ic1 CAVITY t' �II MARINE 13 + 5h d 4 1 AS MAX. AS MAX. i� r PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. r O z • -V.I.F. -V.I.F. W , Q kb v = z REFER TO GORE BOOK FOR SUPPLEMENT LETTER FOOT NOTES # 4 Z O p M Q F DETAIL DIAGRAM :, "o, TO BeMAX MODEL 1540-510 INDLES rod es of 4•o G-SEE DETAIL 6/" USE SIMPSON Z-MAX OR HD6 CONNECTORS Smart VENT T o v o U`c N N e t L SIMILAR TO INCREASE CORROSION RESISTANCE DUAL FUNCTION FLOOD AND VENTILATION VENT A. R C H : T F C T P.C. T FOR ALL HARDWARE IN CONNECTION 877- 441- 8368 ' "v ACO LUMBER. www.smartvent.com 16 I/4" R/o Tonc o'C,�N BELL,AI HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL STRAP SLOTS USE TWio 1200Veterans Memorial Highway No. HI OR APPROVED EQUIVALENT AT EVERY Suite 120 TO T BOTTOM RAFTER TO PLATE GONNEGTIO SINS 051TE OR AGQ WALL. 5TUDS m I6" O.G. BEHIND THE RODENT'SCREEN,LOUVERS Hauppauge,NY 11788' AUTOMATICALLY OPEN AND CLOSE WITH TEMPERATURE.NO ELECTRICITY IS P(631)650-6666 NEEDED F(631)650-6667 ROOF RAFTE 2x6 AGQ JOIST•16.OA. C(5,16)658-0375 CEILING JOIST77, ACO(3)2'x10 BIRDER SILICONE/POLYURETHANE _ _ BOLTED-A5 Q ON FLOOR NOTE: ADHESIVE LOCATION :,`° POST GAP MANUFACTURED BY SIMPSON — ALL STRAPPING TO BE (FLANGE) STRONG-TIE CONNECTORS MODEL No. BG52-2/4 e'm eALv.STI BOLTS INSTALLED AS PER MANUFACTURES OR APPROVED EQUIVALENT INSTALLED SPECIFICATIONS AND NYS CODE FLOAT SLOTS A5 PER MANUFACTURES SPECIFICATIONS '4ta POST ° BOTTOM PLA - ONAL SKIRT TO BEA BE SELECTED AGO SILL PLA NJ STRAPS INSTALLED: FIGURE 1 �j DECORATIVE COLUMN COVER CORROSION-RESISTIVE FLASHING TWO ON TOP TWO ON 1 \ BOTTOM Front View L,, t,.l� /, AND TERMITE 5HEI ooR '` I �... bxb GOLD j i ° SLAB ON GRAD FRAMSTRAPS > �' % I P SIMPSON STA16a. STRAP TIES MNUCED FIGURE 2 HURRICANE ANCHORS CONNECTORS ° a a BY i OPEL No. 0516 OR APPROVED EQUIVALENT. Side View SIMPSON STRONG-TIE II „ FIGURE 3I>� E MANUFACTURED i 04 HOOKED ° a STRAP TO HAVE MIN. 12 BEARING ON THE STUD a`� CONNECTORS MODEL No. �� / ME a' ° . 2.0 SONO TUBE FILL®SOLID AND WRAP UNDER SILL PLATE AT FOUNDATION. Side View ° H2.5A OR APPROVED % I: ' rV s30Op01 P.CON,. �� EQUIVALENT AT i ° II "x3" " STL. BEARING PLATE MANUFACTURED EVERY BEAM TO z' II °n BY SIMPSON 5TRONIS-TIE CONNECTORS MODEL NO. swF+:eT ver+T Foundation Flood vest. m AGQ DECKIN6 $ t •x70'x15•DEEP I c �i TOEeRANC UNEce 450 ArcBro Dr.90te 25 JOIST CONNECTION i i a I ° P.CONC.FOOTING a MIr ssa• LBP92 OR APPROVED EQUIVALENT STRAP DETAIL. I To .&5 ,, �,F,® p�„ „N,0g0„ t BOTH SIDES \ ' d � � SMART VENTe 1 TEETH MUST CLICK IN TIGHT TO -- xxx .N Ze DUAL FUNTION FLOOD N •-0 INSURE SECURE INSTALLATION. AND VENTILATION VENT ° d1'" a IGAL 5/a"xl2" 877-441-8368 HOOKED ANCHOR BOLT BEND PAST 90°FO WWW.SMARTVENT.COM MODEL 1540-510 O II ° PRIN5 BACK _ z # POST GAP MANUFACTURED BY SIMPSON ° II, - m 3'-O" O.C.OG d „ cw.rAxs"TO oaAwms� S�I�ZE Dwc"o. 1540-510 "B STRONG-TIE CONNECTORS MODEL No. 50546 1 - W/-I MIN. EMBEDMENT INTO CONCRETE ro rK sa a woreax ar.�,.,va,nr. I6" O.G. ° a I - WIT'HIN 6-12" OF EACH END OF PLATE 'E" DATE. 5-15 SHEET ,or z _ OR APPROVED EQUIVALENT INSTALLED AS PER MANUFACTURES SPECIFICATIONS BEA POST GAP MANUFACTURED BY SIMPSON USE SIMPSON Z-MAX OR HD6 CONNECTORS 5TRON6-TIE CONNECTORS MODEL No. 8052-2/4 TO INCREASE CORROSION RESISTANCE 2-6INSTALLATION INSTRUCTIONS z OR APPROVED EQUIVALENT INSTALLED FOR ALL HARDWARE IN CONNECTION AS PER MANUFACTURES SPECIFICATIONS 1^V A00 LUMBER. FOL =OUNDATIO � DETAIL UND TION STRAPP I NC DETAIL Smart VENT & DETAILS w w F o o � 3 877- 441- 8368 MODEL 1540-510 a z " DOUBLE F.J. UNDER COL 3 SCALE: 3/4" = I'-O" SCALE: 5/4" = 1'-O" W o o 0 l xb AGQ COLUMN DUAL FUNCTION FLOOD AND VENTILATION VENT o y_ a F COLUMN BASE MANUFACTURED BY SIMPSON 5TRON6-TIE L o y In o--_j 9 r www.sma ven .COm REV.5-15-09 d�= O�= w o OPEL No. GBQ66-5D52 INSTALLED AS PER MANUFACTURERS N d w; SPECIFICATIONS OR APPROVED EQUIVALENT INSTALLATION INSTRUCTIONS I-Z o w o w R-19 INSULATION 1. Remove vent door from vent frame.(Tum upside down,rotate bottom of door outward and slide out) 12"0 P.CONG. SONOTUBE " m p p m 0 UJ I ®48" BELOW GRADE MIN. I'SHEATHING � ATH1 2. Prepare a CLEAN 16.25 wide by 8.25 high rough opening(approx. 1 block wide X 1 block high) for each vent. Ensure the bottom of the v N z Q O Y LU 21X41 STUDS•Ib•O.C. 2•X6•STUDS a 16'OZ. rough opening is no more than 12"above the finished grade. Q z T_��z���z V DETAIL 2✓A.B FOR STRAP DETAIL 3. Apply a bead of silicone or polyurethane adhesive around the back of the flange on the vent frame.(FIG.2) i 3 Q m O w T V DETAIL b/A.'.S FOR STRAP DETAIL TYVEIC}{G1x,� �H Q� O TYVEK HOUSE WRAP 1/2•POLYSTYRENE RI&V INSULATION 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth(see STRAP DETAIL) o *p IK I]x z F- 1/2"POLYSTYRENE RIGID INBULATI w z-Q w O pp SIDING TO SELECT sID'INB To SELECT---! 5. Insert the top straps into the top two strap slots about two clicks. p Q a Q V i_-T z Q p J 100 \ 6. Insert the vent frame in the cut opening.The bent strap ends go in then up behind the inside of the wall. Q v w N 0 o O PLYWOOD SIIBFLOOR m Push the frame tight against the face of the wall.Ensure the frame is flush and square in the opening.(FIG.3) z uwi w Q$�$w F >> N U)V /I I 2'XIO'•F.J.a Ib•OZ. 7. �W Q 7.Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face.The sharp point of the 0 vpN O<N w \ I R-50 INSULA130, TIbN straps should not extend past the front of the vent face.Install the two remaining bottom straps. U 1 O i 14 \ PL dI 8. Re-check that frame is square and slots are clear of debris,and caulk. FL N N_w V I FX�CIL 3 (9J 2x4 AGQ SILL TE Zxb AGQ SILL V R V W w V U l\ J 9. Install the door into frame by grasping the bottom of door(with float pins down)and front(small screen in front). Slide door into frame TERMITE sHEILD♦ SILL INSULA O J IW O 0 F Q F TERMITE SHETLD SILL INSULA Ij and rotate until it is latched. 1L�F 0 m v N*w \ °/r x12•HOOKED ANCHOR T 9e x12'HOOKED ANCHOR T 10. To open the door insert two credit cards into the float slots as shown in the diagram.This will unlatch the door for removal and cleaning. v N O O Q N WOO 051-010 \ \ / a's'-o•o oi� o \ alh ° DETAILED SPECIFICATIONS: *v a z*N O MATERIAL: STAINLESS STEEL p Q w w Q NEW 8'FOUNDATION WALL W/(2)04 OPERATION FLOOD: AUTOMATIC NON-POWERED ACTIVATION AND OPERATION NEW 6'FOUNDATION WALL W/(OM4 MASTI G DM4PROOFI VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED * * * o \ / MASTIC DAMPROOFI � BARS TOP t (5)04 BARS BOTTOM BARS TOP l (SN14 BARS BOTTOM F F Q Q I-N O Q►-O 3 Q AND k5 BARS a Ib'O.G.VERTICAL- AND 85 BARS a Ib'O.G.VERTICAL- OPERATION AIR: AUTOMATIC LOWERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED \ / CONNECT TO LOWER REBAR CONNECT TO LOWER REBAR \ NEW 4'P.GONG.SLAB OVER EMIL INSTALLATION:W � NEW 4'P.GONG.SLAB OVER bMIL SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED 3 a POLYETHYLENE VAPOR BARRIER I' POLYETHYLENE VAPOR BARRIER HYDROSTATIC RELIEF: 200 Sq. Ft per Vent IrJ OVER 4•GOMPAGTED GRAVEL FILL. OVER 4 COMPACTED GRAVEL FILL' VENTILATION: 51 Sq. In. per Vent NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION IA 4000 PSI 4000 P51 REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLUMN STi�AFF I NO DETAIL COLORS: STAINLESS (STANDARD) GRADE li a ° ° a a ° GRADE �� ° ° ° ° .n ° �8 ISE EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE) ,3 u = , n d I d ' REQUIRED TO BE SCALE: 5/4 I -O N a IIEQUAL MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: OR GREATER Z II° z (I THEN EXTERIOR FEMA,NFIP,ICC,&ASCE X I'-2" a I'-2" I'EXPANSION I'-2" 4 V I'-2" I'EXPANSION GRADE SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-05 w JOINT AS lu a JOINT A5 ICC EVALUATION#ESR-2074 SHEET z of z Od° a REQUIRED °d ° REQUIRED 2x4 KEYWAY IN 4) ° ° '. 2x4 KEYWAY IN NOTE FLOOD a ° FOOTING 3: ° a FOOTING VENTS TO BE ° a •° a . ° ° n . ° °' INSTALLED ° ° M4•BARS VERTICAL a Ib'O.G.)AV WITHIN 12'MAX. a4 BARS VERTICAL a Ib"O.G.W/ tQ 61 FROM GRADE N ° •. v e. a e a 8'BTOLE -EXTEND 6'H .6"BOTTOM LEG-EXTEND 56114T. TO BOTTOM or- 4 INTO FOUNDATION WL d INTO FOUNDATION WALL VENTQ e .0 F- _w USE SIMPSON Z-MAX OR H06 CONNECTORS ° +R5 STEEL NTINUOUS,56NORGING BARS a b"PV a M5 STEEL REINFORCING CONTINUOUS Db•x2o'P.GONG FTG.W/ -1 RCING BARS O Ib' V O.G.eBOTTOMG -MIN.S' ONG. TO INCREASE CORROSION RESISTANCE I gb„ I o OM-MIN.3"GONG. g(2■ SURROUND. W O FOR WI ALL HARDARE IN CONNECTION a I• SURROUND '' -TOP BARS(4)-GONTINUou5 RUN p.., z W/ ACO LUMBER. -TR(4L CONTINUOUS HSPREAD RUN THROUGHOUT LENGTH OF SPREAD FOOTING FOOTING FOUNDATION DETAIL �FOUNDATION DETAIL (1 o •3 SCALE: 5/4" = 1'-0" •3 SCALE: 5/4" = I'-O" — QC v LU II m Z OTE: SINGLE POUR ALL STRAPPING TO BE — ++-' INSTALLED AS PER MANUFACTURES RIM JOIST ° NAILED �-- SILL PLA SPECIFICATIONS AND NY5 CODE INSTALLATION ® PORTION W TERMITE SHIEL 16 6a. STRAP TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS FOUNDATION WALL OPEL No. 0516 OR APPROVED EQUIVALENT. ° ° LU STRAP TO HAVE MIN. 12" BEARING ON THE STUD of AND WRAP UNDER BILL PLATE AT FOUNDATION. II "x5"nV2" STL. BEARING PLATE MANUFACTURED V, BY SIMP50N STRONG-TIE CONNECTORS MODEL No. LBP5142 OR APPROVED EQUIVALENT ®' 0ij40 () 3: < —I PICAL 5/6"x12" HOOKED ANCHOR BOLT N05 � iL- (W/ O - NT' MIN. EMBEDMENT INTO CONCRETE `> - WITHIN 6-12" OF EACH END OF PLATE 2 OUNDATI ON ST AFF I NC DETAIL _ ONE #4 „ REBAR IN MIS, O O a SHEAR GONE •3 SCALE: 5/4" = I'-O" °a: d 610OL LD >a A� Simpson Strong-Tie 5THD 14RJ O w )HOLD DOI�IN D -TAIL 2 r � m z � 3 SCALE: 5/4 - 1'-0" v Q z O < k) p TODU O'Ct7NNEtl A, N C H I T f C 7 K r.. s TOOLS O'COhd ELL,AI *� ® 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY,11788 W P(631)650-6666 —OUTDOOR SHOWER F(631)650-6567, ENCLOSURE BY OTHERS IS-a C(516)658-0325 3'-3" 4'-6" I I'-O" DECKING SELECT +N PROVIDES RAIL TO CODE DECK J) PROVIDE PROVIDE HOLD DOWN HOLD DOWN 1!1 2"X6" STUDS ® 161, O.G. �'_ PROVIDE FIRE SEPARATION PV lt— N R-la INSULATION TYPE X 5HEETROGK EXTEND O SFT. IN EACH DIRECTION AND FIRE # PROVIDE _� BLOCK EACH END, PROVIDE FIRE Z HOLD DOWN PROVIDE _ RATED KNEE WALL IN ATTIC TO %3 RAIL TO COME1 UNDERSIDE OF RAFTERS ? _J N2 2"X8" AGQ z ALIGN I rFLOORS O O �t + O _ _ w°Qw o O ® D OM =cxV I WOOD EG N N ' GARASE m REEZE 3Q�IQ n 5 X-7 civ N I Two-! m X m n DEGKIN5 T 5�'Nr OTHERS SELECT _ N ) 2"X10" 2) 2"X8" AC O PROVIDE N v�Q o z�� W ® RAIL TO CODE o�'� 3 °o Y 50410 °zx �Zw f)PROVV DE HOLD MOIWN = _ _ o }* i � mQ O Pzp` jW��z�jLLF N UTO�Ong RR �xU1N°R'�F-�Qp. F-w-WWRQ IY. PROVIDE PROVIDE UTILITY = 8QX7Q GARAGE DOOR BQXlQ 6ARASE DOOR HOLD DOWN HOLD DOWN _ AI: PLATFORM _ _ _ _ 3:T�wo� �=o� Z u� (2) I " 14" LVL (2) I 14" LVL `� 'z '0 A '-4/2" I I'-3" ' 4%2"----------------- N o o S D X 2""" AGQ LEDGER O I O DEGKIN5 TO o ��SELECT o -i O 00D Z DECK I - UJ iv cv � N 26'-7/4" 21 -43/4 n W O IL z 6"X6" ACG POST PROVIDE RAIL TO CODE I 6"X6" ACO POST W � F- " I " ACO 5 2"X10" AGQ 2"XI 3 2"X10" AGQ 5 2"X10" AGQ N D N N #W 1.2 lY 1LOOR PLAN Ua 50ALE: 1/4" = 1'-0" O Z > Q � LU O � cluz IL () zDA � O N X L CD M. O w r p � t'- m i O � z • w d lU v = z m d O p 0 p 70UU O'CONNELL Jt " CHIT ECT P.C. NOTE: BUILDING MATERIALS USED BELOW THE �� NOTE: ALL FASTENERS FOR DESIGN FLOOD PLAIN SHALL COMPLY WITH PRE55UPE TREATED WOOD 2015 IRC R322 - ACCORDANCE WITH ASCE 24 TODD 'C LL,AIA TO BE HOT DIPPED OR MATERIALS AND INSTALLATION METHODS USED FLOOD VENTS TO BE INSTALLED 6ALVANIZED AS PER 8319.3 J FOR FLOORING AND INTERIOR AND EXTERIOR WITHIN 12" OF SLAB T200Veterans Memorial Highway WALL5 AND WALL COVERIN65 SHALL Suite 120 ALL STEEL BELOW FLOOD PLAIN CONFORM TO THE PROVISIONS OF 5 A AND EXTERIOR TO Hauppauge,NY 11788 TO BE 6ALVANIZED. FEMA/FIA-TB-2 &R-ADE TO BE AT SAME LEVEL P'(631)650-6666 lo 56'-0" F(631)650-6667 lo, 18'-q" 3'-113/g" C(516).6158-0325 6"X6" ACG P05T 235i_O5/8u NEW 12"0 50NOTUBE FILLED I SOLID W/8500ps1 CONCRETE L MIN. 48 BELOW GRADE (TYP) 3 2"X10" AGO 3 2"X10" AGO 1 RAILROAD TIE 30"X30"X15"D. RETAINING ALL WI — L — BY OTHERS P. GONG. FTG. (TYP) C� PROVIDE 3-O -4 la-O 4 3_c PROVIDE PROVIDE 13-4 -4 13-4 PROVIDE HOLD DOWN -7—- -- - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - HOLD DOWN HOLD DO - - - - - - - - - - - - - — - - - - - - - - - - - - - LD DOWN 11I F 2"X10" AGQ LEDGER (3) 2 XI O mI - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - m m I (— :: :: - - - - - - 811x►&"- - - - - - - - - - - 8 XI6 8"X16" m 46-5 8"X16" 8 = =N FLOOD VENT FLOOD VENT 8"X16" I !tn FLOOD VENT FLOOD VE I I \ I I FLOOD VENT I I <t ROWS 8324.2.2 4" CONCRETE SLAB I I I 26'-5" I #O W/6 MIL VB. ON4 L - - - - - - I I z 1 5.1. PER I S.F. OF AREA COMPACTED GRAVEL. NEW 5" NIVE GONG. Q v m CRAWL SPACE = 1441 S.F. ON GOMPAGTED SOIL d I FOUNDATION KAL.L ON 56" I VENT 1441/128=211 3 VENTS REQ'D 4,000 P51 CONCRETE I I I CONTINUODE US x:20"CRETE I I z to 2"X6" ACO F.J. 6" O.G. SPREAD FOOTI 6- TYP. NEW 5" WIDE GONG. FLOOD VENTS TO BE INSTALLED L —PBOVID)< v 2x' ' A I . ® I I Z 0WITHIN 12 OF SLAB C'f z HOLD DOWN O--FOUNDATION m J. I6W.C. IV WALL ON 56" vl O I D ( OI IS I ~ WIDE x20" DEEP SLAB AND EXTERIOR TO BEAM POCKET d Q I 14 - I w wIQ I U a CONTINUOUS CONCRETE GRADE TO BE AT SAME LEVEL =ry • 8"X16" O p °� -a 4" CONCRETE SLAB � FLOOD VENT _ : ('S I� 1= I Vgva SPREAD FOOTI N6- TYP. n " w o :X I V W/6 MIL VB. ON 4 N w F U o 0 0 N Q I n COMPACTED GRAVEL F N I N < _011 "` O m PROVIDE I= I _ I I ON COMPACTED SOIL a I w ro S =w 2" 3' 6' 6'-'1/4" _ _ 6'-'7�4" 6'_'1/4" 6' �y4" _ 6'-?/4" '1'-6" '1'-6" ry MOLD-DOM- � I d I � _ 4000 P51 CONCRETE –I I- - - -1 - - -I - - � - - -1 - n + I uwo= m (Y m I cv NEW 12"0 SONO TUBE FILLED I ili N z o w t m IV,z SOLID W/550 sl GONGRETE d z N} O I — — � I — ( I — I ,..o-I— —I I I MIN. 46' BELOW GRADE (TYP) RGNYS R324.2.2 I 3 N J Q o z o o w BEAM BUILT IN PR�FAB COMPANY I I I I I - m I I `" N N _ � < 4X4 ACO POST 15.1. PER I S.F. OF AREA �w��Q����z W V — — — — — _j = I CRAWL SPACE = 605 S.F. I F Q Q F L - - J L - - J L - - J L - - J L — J L - - Io Dowo = O BEAM POCKET I I VENT =128 5.1. I I ~z v ('S ' ,� I m 605/125=41 VENTS REQ'D I o w y z_Q w o q Q "x5' ALO I 3 �",P &ALV. 5TL. PIPE COL. I I I oma o Z Q� o F o =N _ :: G I W/56"X56"X20" P. CONG I =� I I < w o z�'o o ° ( O 10• FOOTING I - - I ( zo > w~Qv�0 OQX 5:1X16" � QX " -- FLOOD VENT DROP FOUNDATION mw � gwo FOR DOOR FL D VENT a- w 3 I I I O I - - - - - - - - - - - - - - - - - - - - - - � ( oo> �o� a O I 4" CONCRETE SLAB _ ' ' w v w►_w Q w ►n ® I �I I O Hv 6 MIL VB. ON ORE4" NEW 5" WIDE GONG. I I cv cv m I I m sn m In 0°Q-'N o° m COMPACTED SOIL I 3 z')w x ce�i u�s o F Q I OM TE 50 FOUNDATION WALL ON 3611 a �-0 o)-- ON �; o WIDE x20" DEEP ►n o z N w X PROVIDE_ - - - - - - - - - - - - - - - - - - - - - - BROVIDE �� CONTINUOUS CONCRETE I I - - - - - Q v"40-00H p �I I SPREAD FOOTING.- TYP. I I HOLD DOWN 5'-3" 8'-3" 3'-O" 5'-3" 3'-3" HOLD DOWN a O I 5"X16" I I 28-O DROP FOUNDATION i- I I FLOOD VENT----4. I =� FOR DOOR61XFL611 OOD VENT VENT ml p 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I O - Im I I m P OV D dJ 2"X10" ACG? LEDGER �VIDE HOL D WNL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Z-LL-', HOLD DOWN 3'-0" '-4". 71 RAILROAD TIE RETAINING WALL ® O - p BY OTHERS 6"X6" AGQ P05T _� p z ' = T.O.W.: 5.5 IL _ : W NEW 12"0 SONO TUBE FILLED V _ SOLID W/5500ps1 CONCRETE MIN. 48" BELOW GRADE (TYP) LU Z x cr 80"X50"XI5"D. P. CONG. FTG. (TYP) U I � � 11 " � � I I II � II 11 11 " N (3) 2 XIO GQ (3) 2 XIO AG _ �3) 2 XIO AGQ _ _ (3) 2 XIO AGQ _ _�(3) 2 XIO AGQ_ ry Q �— —� 4 —� 5'Tt -103 2" 5'-103/8 8'-103/811 9._83/8 �'-83/8 2 48'-0" } FOUNDATION FLAN Ua SCALE: I/4" = i'-O" vLLI O 0 L p� ua z IL O cll Q z � O LH < �✓ v0 � 0 � :D0 < 00 C o O w T A z z lu O IU O p � t7 TO-6 DD O'CONNLLL 11 CHIT ECT P.C. 1 TODD O'CONNELL,AIA 120OVeterans Memorial Highway Suite 120 �- Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 I C(516)658-0325 i. .................._......... .... ..... .............. .............. . ij .......................... i ............. ................... ....._.............. .._......_..... ................_........._....... - ............. .............. ......... .................. ........... .............. PROVIDE FIRE SEPARATION PV " TYPE X SHEETROCK EXTEND `. 5FT. IN EACH DIRECTION AND FIRE v (� BLOCK EACH END, PROVIDE FIRE p RATED KNEE WALL IN ATTIC, TO 1" UNDERSIDE OF RAFTERS ..........._._.........._.............. .......... ............... .................. ....._. ...... ................. _.... -... ........-................. d V 2"x8" R.R. O 16" O.C. O 0 z ao 2"x8" R.R. 0 16" O.G. tL v Q f. ........................... — IQp�w O _ Vp2N ® " NRI � 2XI z�� o0 'X10" RID$E o \, x uw LW .............. ----------.................. ...... .......... .. 0.�O Z .... .......................... ... .... .... .....E3YOTHERS tu W iz V ....................... 1 po`�p w 0 OT 5(16V p0�0� p� 5wR~Q( E- :.......................................................... .. Q�IOdQ ZZWR pw �uNw ! ' Z IIVJ UIN�Q�N I�U.I�Z !j --FHIIU _•-OO_ i --- � z si�Ytu 3 I ��QQ �oa�os a ! � m ! I' 0 - P400D ~ ® BALCONY - Z � O PROVIDE �,,--DECKIN0 TO N RAIL TO CODE SELECTtLI O (V 21'-434 t- d N Q .......... ... .... .......... OC .ROOF PLAN SCALE: 1/4" = 1'-011 O Z lu Q � Q_ z LU LLI z IL Orb Q z � O LU < � v O �. O � =) c o 0 Q W t- to Z � Z w �i d l� V — Z LU X m Q 0 0 o IUUU O'CONNELL A. RCC IT F C T P.C_, TODD O'CONN LL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge;ICY 11788 P(631)650-6666 F(631)650-6667 C(516).658-0325 t T H E R 5 •ski �;•"�°T� , K r - - - - - - - - - - - - ......... i .......... .... .. .. ... .. ........... ...................... ..... .......... ........... ........... ... .. ....... .... .. .. .. .. .............. ... .................. .... . . ............ ...... .................................... .............- ....... .............................. ............ # .. .... ............................... ............ ....... ...... < ................... .... ... .n ------ DUTDo OD - � z ......................... ... . ...... E:1 9E E ') FIRST FLOOR - El p ..... w°- 0 t o EL. 14.0 .. . ........ . . . . .. . .. ° wo 'i-Hoo B:.F.E. AE12_ F] El T El FD F1 F] ~ w - . ,. � . ° GARAGE SLAB EL. 12.0 ; . " EL. 10.5' N H }' O F7 ~�uvzU=o m T.OA.: •8.5' ri r ri o ^. �XH=�Z0.U�X W V } aw°� v O w °Q.ppJ�QR�F-FX�O Uww°4X�uu�°°�Lw °°Qfj C wk OHw i=�°KUua�zzU—� w�w�w��QK 3 NORTH ELEVATION inLLK=F' wuNw SCALE: 1/4" = 1'-0" �U�OOQ�NUo° m 3 �w*"I��0� Z U 'QWZ'S < w Qw� ��ad��o°moo° p Z W V LU O a z ............. t- < THEWS _ L---I-- I III ................................................. ......................................... ....... tu . ..... .... ..... ...... ... LU _ ___ __ _ ___ _________ _ __ _ __.. _ _ _ .......................... .................... - - - _ .................. .................. - C) lJ_.I �— ........................ ................................................. ..................................... .................. _ .......... .... ...................... ........... ...... . -MIR FIR.5T FLOOR O c11 ....... ................................................ ................... ... .............................. ........ ............................_....................................... EL. 14.0 GARAGE SLAB B.F.E. AE12 Z I- - 1-_l EL. 10.5 ® ® EL. 12.0 O T.O.W.: 8.5' O CIO ® � z EI EM � o SOUTH ELEVATION 0 0 w SCALE: 1/4" = I'-O" m O z w Q v z LU o Q � Q ...zs.�s.;�J<:. T11DD o'l-0NNL L L ARCNITEC. T R,C, TODD O'C{3NN LL,Al 1200Veterans Memorial Highway Suite 120 Hauppauge,.NY11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 �y 5 0 -HERS )0"" T ... ......... F .................................. .._..... Itf1 m r N O Z � J N o z FIRST FLOOR EL. 14.0' w° w v LL � ,w _B.F.E. AE121$� 4yoo ��' �� EL. 12.0' w�Tm0--L IJ F , ZZS <� o�N Cl) w W l) ��Qu*i►`�u°�ipQLU =� V 0 Qv�6F°u0��} rLt N,NowN�� �m �����N°Nti1FN-W Q LL �aOX� O EAST ELEVATION o� Q �w_ww 50ALE: 1/4" = I'-O" Q �wa � o° Z QTR' � P �? �U1 1°Q2 _ �W Qw� LU X Z W lu V B)" OTHERS Q lz N 0 E3� OTHERS ............. ....................... __ _ ........................ lu ............................................................................. .......................................... _ .. _ ...... .............. _ _ .......................... _ _ ................... 1313 z ua �- .................................... . .. Q✓ 1_l._I z ............. _ ................. LL -jr.............. F I RST FLOOR EL. 14.0 .... .................................................. ....... B.F.E. AE12_ GARAGE SLAB O V I Em EL. 12.0' EL. 10.5' OL z I�. N 3 �Q Q NF-5T ELEVATION PgE5T ELEVATION o D w SCALE: I/4 1'-oll50ALE: 1/4 I -O m O N LU i < U v = z LU 4 Q� �C O p 0 !a j-,g. ,7777 :TODU O`CONNELL A RC. HI7 @C7 P. C. TOS O'CONNELL,AIA 1200Veterans Memorial Highway Suite 120 Hauppauge,,NY 11788 P(631)650-6666 F(631)650-6667, C(516)658-0325 1 2—ip T!!d 2"X5" AGQ LEDGER W/ TECO 2"X15" R.R. n6;;z 2"XVAGQ G.J. ® Ib" O.G.5� OTHERSASPHALT SHINGLES TO BE SELECTEDOVER I5# BUILDING FELT4x3 ALUMINUM &UTTER W/ 3x4 ALUMINUM LEADER TO BE SELECTED BY OWNER HURRICANE STRAP (5) 2"X10" AGQ f(1 N z O y b"X6" AGQ POST -j DECKING TO SELECT p �� F.F.FL.EL.: 14.0 :� z 2 X8 AGQ F.J. ® I6 O.G. U < }- w°Q F O HURRICANE STRAP ° LUz 0 0 (5) 2"X10" AGQ L Too-! m�FwO_UW V 4" CONCRETE SLAB = O O fj W/b MIL VB. ON 4" ,� o Q o COMPACTED GRAVEL + u1 �� z w =z O w m [A ON COMPACTED 501L J w F z r> D 4,000 PSI CONCRETE � b X6 AGQ POST m W w U Q?o i m o POUR SLAB TO ALIGN o z=_A x0"-'�W� V W/ EXISTING LOWEST GRW VADE u F Q N F o Q o z 0 NEW 12"0 SONO TUBE FILLED NEW 5" HIDE GONG. SOLID W/5500p51 CONCRETE Q v w F p FOUNDATION HALL ON 36" _ m 9 w°z O° m MIN.48 BELOW&RADE (TYP) z WIDE x20" DEEP O (3 O'vQo�' Q �w CONTINUOUS CONCRETE ' 50"X50"X15"D. Q m o a O�°F T z O SPREAD FOOTING.- TYP. `r P. CONC. FT&. (TYP) _ 1!9° ' L • V~U33NSWU�IL� V O>Wzp� °R� wmw5 NV��OZJILUr� } O Nm Q m Oz [p SECTION A- mtutu ZH SCALE: 1/4 - P-0" 3 z w v LU O 0- z 2"X10" RIDGE r 11 211X8" R.R. ® Ib" O.G. 2"Xb" G.T. ® Ib" O.G. ASPHALT SHINGLES TO BE SELECTED 1 OVER I5# BUILDING FELT !� 4x5 ALUMINUM GUTTER H/ 5x4 'I ' ALUMINUM LEADER TO BE-\ LU SELECTED BY OWNER v O z > lu >— F— / 1- 2"X4" STUDS ® Ib" O.G. GARAGE W " SHEATHING p r n Q= V 51DINC7 TO SELECT X I I I O d1 OL FIRST FLOOR EL. 14.0' n, O d - 1-U 1�- B.F.E. AE 12 EL. 12.0' U1 � G.F.EL.: 10.5 O NEW V WIDE GONG. FOUNDATION WALL ON 56" z WIDE x20 DEEP CONTINUOUS GONGRETE SPREAD FOOTING.- TYP. Q O w SECTION 5-5 r to -2 . 0 SCALE: 1/4" = 1'-0" v ' z W � O0 k) Q GENERAL CONDITIONS FRAMING AND ROUGH CARPENTRY UNLESS OTHERWISE NOTED, GENERAL JOISTS RAFTERS AND STUDS SHALL yLL K. CONDITIONS OF THE CONTRACT FOR BE CONSTRUCTION GRADE DOUGLAS CONSTRUCTION, AIA DOCUMENT-201 FIR-SOUTH SELECT STRUCTURAL. ALL = = EXIST TO BE REMOVED HARD WIRED SMOKE 4/87 SHALL APPLY. THE CONTRACTOR WOOD SILLS AND WOOD IN CONTACT OO DETECTOR W/ BATTERY SHALL OBTAIN CERTIFICATE OF WITH MASONRY SHALL BE AGO. ALL EXIST TO REMAIN BACK-UP OCCUPANCY. SUBSTITUTIONS SHOULD EXTERIOR SHEATHING SHALL BE 1/2 -----^ NEW WOOD FRAME GNST ® 80 GFM FAN TO EXTERIOR �� M27797=3-1 NOT BE MADE WITHOUT WRITTEN GDX DOUGLAS FIR PLYWOOD. -�� I - rotou o'I C 1 r 1,i HARD WIRED CARBON MONOXIDE ���'�� r• � r w � � e c: � i". r:. AUTHORIZATION BY THE ARCHITECT. SUB-FLOORS TO BE 5/4" GDX 777= NEW POURED CONCRETE (� DETECTOR W/ BATTERY BACK-UP THE PREMISES SHALL BE KEPT PLYWOOD EXTERIOR SHEATHING TO MIN 12" A.F.F. AS PER SECT. 1225.2 1r�1 -'� — 4"x4" POST UNLESS OTHERWISE IRO CODE Q t_—Y�►_— �►� TODD 'C C IELL ASA REASONABLY GLEAN AT ALL TIMES. BE COVERED WITH "TYVEK" HOUSE ® NOTED °O'S ` AT THE COMPLETION OF WORK, THE WRAP OR APPROVED EQUAL. BLOCK DENOTES EGRESS WINDOW �2� 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL STUD WALLS AT 1/2 STORY HEIGHTS WASTE MATERIALS, TOOLS, RUBBISH,, AND AT ALL UNSUPPORTED EDGES OF ® HOLD DOWN AS NOTED ����"�� I (v Suite ETC., GLEAN GLASS AND LEAVE WORK PLYWOOD. PROVIDE SOLID BLOCKING (V Hauppauge;NNY Y 11788 BROOM GLEAN UNLESS OTHERWISE AND DIAGONAL BRACING OF FLOOR 1 P(631)650-6666 SPECIFIED. THE CONTRACTOR SHALL JOISTS AT &' O.G. MAXIMUM AND 1 I F(631)650-6667 CARRY WORKMAN'S COMPENSATION SOLID BLOCKING UNDER ALL - AND GENERAL LIABILITY INSURANCE. UNSUPPORTED EDGES OF PLYWOOD. (v I C(516)65$-0325 ALL SHALL COMPLY WITH STATE AND ALL GAP PLATES TO BE DOUBLED LOCAL CODES AND ORDINANCES. THE AND NAILED BOTTOM GAP PLATED TO GONTRP:TOR SHOULD FULLY END OF STUDS. LAP GAP PLATES AT I 1 GUARANTEE HIS WORK AND THE WORK CORNERS. WHERE FLUSH FRAMING OF HIS SUBCONTRACTORS FOR A OCCURS, USE MIN. 160A SHEET METAL PERIOD OF ONE YEAR AFTER JOIST HANGERS BY "TECO" OR � COMPLETION OF THE PROJECT UNLESS APPROVED EQUAL. ALL CORNERS TO I E SPECIFIED. ALL WORK RS OTHERWIS BE MINIMUM 3/2X4 STUDS. HEADERS SHALL BE PERFORMED IN SHALL BE MINIMUM 2/2X6 UNLESS ACCORDANCE WITH GOOD BUILDING NOTED ON PLANS. MINIMUM BEARING PRACTICES. THE CONTRACTOR SHALL FOR STUDS JOISTS AND BEAMS SHALL INDEMNIFY AND HOLD HARMLESS THE BE 5 1/2". USE DOUBLE JACK STUDS 1 ARCHITECT, AND THEIR 1 Y- OWNER, AR FOR HEADERS OVER FIVE FEET IN AGENTS AND EMPLOYEES FROM AND LENGTH. L AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR ASPHALT ROOF SHINGLES RESULTING FROM THE PERFORMANCE INSTALLED AS PER SECTION Rcf05.2 I PROPOSED OF THE WORK PROVIDED THAT ANY OF THE INTERNATIONAL RESIDENTIAL OPEN PORCH m If) SUCH CLAIM DAMAGE LOSS OR CODE ALL SLOPED ROOF SHINGLES I t EXPENSE (A) IS ATTRIBUTABLE TO SHALL BE GAF-GLASS-A ASPHALT I 1- BODILY INJURY, SICKNESS, DISEASE' ROOF SHINGLES OR APPROVED PROPOSED N OR DEATH OR TO INJURY TO OR EQUAL. SHINGLES SHALL BE APPLIED I BREEZEWAY t Z O DESTRUCTION OF TANGIBLE PROPERTY OVER I5# ASPHALT FELT WITH I O r GAF-WEATHER-WATCH ICE AND WATER Q v (OTHER THAN THE WORK ITSELF I 48.0 � s�-O�� ~ — � 28.0 I � � INGLUDING THE LOSS OR USE BARRIER APPLIES AT EAVES, RESULTING THERE FROM). (B) 15 VALLEYS AND FLASHING. ROOFING PROPOSED I 0 111 CAUSED IN WHOLE OR IN PART BY ANY CONTRACTOR TO PROVIDE ALL I t- 6 O GARAGE 0 Z NEGLIGENT ACT OR OMISSION OF THE FLASHING NECESSARY FOR A % PROPOSED �, ry FOUNDATION 7s-o" FOUNDATION ,F.F.EL.: 10.5 CONTRACTOR, ANY SUBCONTRACTOR, WATERTIGHT, WEATHERPROOF JOB. ANYONE DIRECTLY OR INDIRECTLY ROOFING IS TO BE APPLIED IN STRICT I m F.F.EL.: 14.0 , 3 n- ,; � � wpQw F O EMPLOYED BY ANY OF THEM, OR ACCD ORANC ° 0000 E WITH THE I uu „"" MANUFACTURES SPECIFICATIONS. t * * d� w � 0 °~mv � ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS CONTRACTOR SHALL SUPPLY COLOR T'k, OF WHETHER OR NOT IT IS CAUSED IN SAMPLES OF THE SHINGLES FOR PART BY A PARTY INDEMNIFIED OWNER'S APPROVAL, PRIOR TO O t d =0 w HEREUNDER. ALL MATERIALS, INSTALLATION. I ��w�zOF�F-lfl 26.6 I 21.4 t �.�� 3N5aa�z� w ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT PAINTING AND STAINING av THE FOLLOWING 15 INCLUDED FOR THE t 4 "' m o o w o W 0 O Qzxs �30TO v PROPOSED _ LIMITED TO FORM-WORK, Y Q� � T BLOCK-WORK, FRAMING, NAILING, CONVENIENCE OF THE PAINTING I PORCH W/ Q���Z�O CONTRACTORS AND ONLY AS AN U-I I BALCONY ABOVE � 9►-�6.o�o-IV ~ PLACING OF CONCRETE, ETC. ARE TO I BE CAREFULLY SUPERVISED BY THE INDICATION OF THE TYPES OF PAINTS = 10 Q° CONTRACTOR TO BE SURE THEY ARE REQUIRED FOR VARIOUS SURFACES. IT O I - Z z o D 5 w a F z N w F m --PROPOSED t � III � Qa003NQZ�� IN ACCORDANCE WITH THE DRAWINGS, IS THE INTENT 5 THESE o COVERED I o �-L-� =N N a a�g��' SPECIFICATIONS, APPLICABLE CODES SPEGIFIGATIONS TO PROVIDE A i AND GOOD PRACTICE. DEVIATIONS COMPLETE FINISH. ALL PAINTED � PORCH FROM THE DRAWINGS AND o �'o>w SURFACES MUST BE FULLY COVERED 11� U'o w Z SPECIFICATIONS WILL NOT BE IN A UNIFORM MANNER TO BE —I I Z w�w F w O wm w f a o }- ACCEPTABLE. I IK wi o z Z PERMITTED WITHOUT WRITTEN _ o z C �; 3 AUTHORIZATION OF THE ARCHITECT'. INTERIOR WOOD SURFACES-APPLY TO o Q* Q w Q THE CONTRACTOR SHALL BE LIGHTLY SANDED SURFACES, WALLS, RESPONSIBLE FOR THE SHOP DOORS, FRAMES, TRIM, AND BASES, DRAWINGS WHICH MAY BE NEEDED. ONE GOAT WOOD FILLER OR STAIN �QU~iOQF�OU Q ALL DIMENSIONS AND CONDITIONS AND TWO GOATS MGKLUSKY'S _ _ _ _ _ _ _ _ _ _ __� 1X83.48' ARE TO BE FIELD VERIFIED. EGGSHELL FINISH NON-YELLOWING - - - _ - _- - - CONTRACTOR TO REMOVE POLYURETHANE. RELOCATE AS REQUIRED ALL GYPSUM BOARD- MINIMUM ONE GOAT _ m EXISTING WORK WHICH INTERFERES PRIMER AND TWO GOATS FLAT PAINT. WITH NEW CONSTRUCTION. EXTERIOR WOOD SURFACES- TWO GOATS EXTERIOR GRADE STAIN. NORTH SEA EXTERIOR EXPOSED METAL- MINIMUM SITE WORK ONE GOAT ZING CHROMATE AND TWO STAKEOUT 15 TO BE PERFORMED BY A GOATS EXTERIOR ENAMEL. PLOT PLAN , LICENSED SURVEYOR. STAKING AND ALL MATERIAL SHALL BE OF BEST LAYOUT ARE TO ESTABLISH ALL LINES QUALITY PITTSBURGH, PRATT Q AND BENCHMARKS. VERIFY ALL GIVEN LAMBERT, DUTCH BOY. GABOTS, DATA ON DRAWINGS. IN CASE OFSURVEYII' MGKLUSKYS, OR APPROVED EQUAL. O i UTIL U l �RAP1!ING UNTIL DISGREPANGY, RECEIVE CONTRACTOR IS TO PROVIDE I I jF FOUND0101N LOCATION CLARIFICATION FROM ARCHITECT SAMPLES OF ALL PAINTS AND STAINS , HAS BEEN APPROVED. PRIOR TO PROCEEDING. EXCAVATE FOR ARCHITECT'S AND/OR OWNERS AND BACK FILL FOR WORK INDICATED APPROVAL. ON DRAWINGS. STOCKPILE TOPSOILV. OBTAINED FROM STRIPPING DRIVEWAY NOTES: AND BUILDING SITE. STOCKPILE ALL I. OBTAIN ALL PERMITS PRIOR TO EXCAVATED MATERIAL. NEW AND w r. `r !:`. _l aI ta',. f: N11 AT THE START OF WORK. EXISTING BACK FILL MATERIAL AND 7C 1/ P:.'. F�' `!' it :/f =/.y yA, R ��yp F(W L1-C�`vl',Ill e5��1 L.iI I��.`I�`e.?. TRUSS PGY O�I 4�D��'a.J�E�U�G►�M O _ Z TOPSOIL ARE TO BE FREE OF WEEDS, 2. FINISHES TO BE SUPPLIED 1. F�i'.,,('.}i1;l.ii� - I'.r0 TREE ROOTS, ROOKS AND DEBRIS. BY OWNER ALL SURPLUS MATERIAL THAT IS ,, "' f F;�;. �-�:,,;,E_�� C;�;rJCR�.:I� 1+,11 exterior Lighting UNSUITABLE FOR BACK FILL MATERIAL �, FG.' '! - t�.,"'`':i� c+ SHALL BE REMOVED FROM THE SITE. installed,replaced or Q PROTECT ALL TREES WITHIN EIGHT THIS PROJECT COMPLIES WITH THE 2015 rr ^^ ,n r'e aired shall conform INTERNATIONAL RESIDENTIAL CODE, 2ND PRINT, AS �'�. F!'I",!_ - COi�i^T,';UCTIC'1 P^.'J;�T P L _ v.,,.r �: r� f-UF: C.r. to Chapter 172 FEET OF THE BUILDING. PROPER ADOPTED BY NEW YORK STATE, AND THE 2016 ALL CC+1 `I"fil '';Ti �:'! ;`.!..L 1177 T 7"2: ,of the Town Code # APPROVALS MUST BE OBTAINED NEW YORK STATE SUPPLEMENT BEFORE COVERING ANY EXCAVATED ��, r,+-.�-�-� -rr Ft-.,r WORK. __.t TE, `��r[��'� YOFz`; Tl'+T�. � ;.)� BE �=Gi";::'�.I� F�:r $IO'V•r�er door TO THE BEST OF MY KNOWLEDGE, BELIEF AND vu:i `. G'R Cly !:�TRuC T 10N CT'(`, . and ductt�y or CONCRETE PROFESSIONAL JUDGEMENT, THESE PLANS testing required. 1u NO CONCRETE OR MASONRY WORK AND/OR SPECIFICATIONS ARE IN COMPLIANCE SHALL BE DONE DURING W THE 2015 IECC, 2ND PRINTING AS ADOPTED BY TEMPERATURES OF 40 DEGREES F. r NYS, AND THE 2016 NYS ENERGY CODE _ ++ `,` ,-" - 4. F-I{"t P'�S+ /+t�T!t�r,iC` r-`;f-: AND FALLING. NO CONCRETE SHALL oIL1d'� ,y, ,t ,i r a I{�1.",1 , C,'`JCl r FACES. NO SUPPLEMENT BE PLACED ON FROZEN SUR '�S REQUIRED ,":. .... �� -� ' PLUMBING 0 ALL PLUMBING WASTE — JJ� — ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE NOTE: - n ARCHITECT ALL CONCRETE 15 TO BE FOUNDATIONS CHAPTER 4 DESIGN BASED UPON MIN. 5,500 P.S.I. AT 28 DAYS 4 4,000 PRESUMPTIVE LOAD BEARING VALUES OF SANDYv,I I' PSI FOR GARAGE SLAB. PROVIDE ALL GRAVEL AND/OR GRAVEL AT 2000 LBLU S PER �OVllde MaT1L1S�S Z SLEEVES AND FOUNDATION VENTS AS SQUARE FOOT. CONTRACTOR TO CONSULT -' --- - i — Must p � REQUIRED BY NYS CODE. UNLESS ENGINEER IF DIFFERENT SOIL MATERIALS ARE D, 7 and S as per 0 INDICATED ALL FOUNDATION FOUND UPON EXCAVATION OR TEST HOLE FOR s �^ +; �� �2 r L�:�`�4:R ,441 a:< ..�.� NYS Energy Code L- Q FOOTINGS ARE TO BE A MIN. 8 DEEP ALTERNATIVE FOOTING AND FOUNDATION WALL --- PROJECTING 6" ON EACH SIDE OF THE DESIGN FOUNDATION WALL. PROVIDE TWO #4 V. �'� . DEFORMED BARS CONTINUOUS IN THE � K`"r�""'"��` .-'�Tvaa;�,rr�1w^+u r?r u O FOOTING. ALL 4" THICK CONCRETE r�„s: F q., A-,� a�.. .K SLABS TO HAVE 6X6 10/10 WELDED = C'�' TIFICATION 0 WIRE REINFORCING. ANCHOR BOLTS IN N Lrfi�" , ' - ,I, OCGU�r�I'�C`� Ql�i f(�P�LFADCONTENTBEFORE CONCRETE SHALL BE HOOKED 5/8 X 12" AT MAX. 3' O.G. PROVIDE BITUMIEN ,,. '� s,f !GATE OF OCCUPANCY � 0 SIE IS UNLAWFUL _ `OLDER USED IN WATER 0 � EXPANSION JOINTS BETWEEN SLABS CANNOT AND FOUNDATION WALLS. r 4STEM n� GLI MAT I G ASND O EOORAPH I G DES I ON GRITERIA l��I��r®�.iT C�I� Ili IC�'�� � EXCEED 2/10 OF 1°/LEAD. FOUNDATION WATERPROOFING TA5LE R501 .20) INTERNATIONAL RE51DENTIAL =ODE OF Q�uCUPf�►c�lC� � INSTALL TWO LAYERS OF TOWELED ON Q FIBERGLASS MASTIC.. (FED. SPEC. WIND DESIGN SUBJECT TO DAMAGE S.S.G. 155 TYPE-I) MEMBRANE TO BE FROM CONTINUOUS FROM TOP OF GROUND 5PEED d To 06 SPECIAL WIND SEISMIC RETAIN STORM WATER RUNOFF Q 5NOW (MPH) RAPHIG WIND BORN DEVON WEATHERING FR05T LINE TERMITE WINTER ICE FLOOD AIR MEAN w FOUNDATION AND EXTEND TO LAP LOAD EFFECTS REGION DEBRIS CATEGORY q DEPTH p DESIGN BARRIER HAZARDS FREEZING ANNUAL PURSUANT TO CHAPTER 236 L- O EDGE OF FOOTING. k ZONE m f TEMP ¢ REQUIRED h INDEX I TEMP J r fn z Z BOF 3 FT To FEMA OF THE TOWN CODE. N 30 13ov�lt NO NO I MILE B_ 0 O Q z NOTE: ALL NDN-ENGINEERED LUMBER — — FROM SEVERE 8FG HEAVY IS TIES FLOOD 1500 OR 55.4 TO BE DOUGLAS FIR #2 OR BETTER COAST At EL# Ess #� Q O p 0 p TABLE R602.3(1) TABLE R602.3(1) ". .w-,.. FASTEN INO SCHEDULE FASTEN INO SCHEDULE CONTINUED TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS a NUMBER AND TYPE NUMBER AND TYPE 5PAGING OF FASTENERS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER `b,c SPAGIN6 AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER 0,10A INTERMEDIATE BEARING WALLS h NON-BEARING WALLS ROOF INCHES) SUPPORTS c� T 74 ,_-- (INCHES) TUUUvN " 4-8d WOOD STRUCTURAL D BOX(2 j"X0.113")OR AL PANELS,5UBFLOOR,ROOF ANINTERIOR WALL 5HEATHIN6 TO FRAMING AND PARTICLE BOARD WALL MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPAGIN6 WHEN w ; ,I �� BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 5-95d COMMON(2 Y2'X0.131");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE 8602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY TO TOP PLATE 3-IDd BOX(2 Y2"x0.128");OR STUD SIZE SUPPORTING TWO UNSUPPORTED UNSUPPORTED / 3-3"x0.131"NAILS s bd COMMON(2"x0.115") NAIL(SUBFLOOR,WALL) 6 12f (INCHES) UNSUPPORTED STUD ROOF-CEILING A55EMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING 30 e"-Y2" 8d COMMON(2 Y2"x0.131")NAIL(ROOF) HEIGHT g (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT HEIGHT (INCHES) (FEET) (FEET) T® ,Ct31 [VELL,AIA 4-ed BOX(2 �"X0.113'9 OR ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC A55EMBLY (INCHES) a g ,a 3-8PER JOIST,TOE NAIL d COMMON(2 Y2"X0.131");OR 31 1%2. - 1.. 8d COMMON NAIL(2 Y2"X0.131") b 12f 1200 Veterans Memorial Highway 2 CEILING JOISTS TO TOP PLATE Suite 120 3-10d BOX N Y2"x0.128");OR 3-3"X0.131' NIOd COMMON(3"X0.148")NAIL;OR 6 12 Hauppauge,NY 11788 AILS 32 1 Ye" - 1 Y4" 8d(2 Y2"X0.131"9 DEFORMED NAIL CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-I6d BOX(3"X0.1139 OR OTHER WALL SHEATHING P(631)650-6666 3 LAPS OVER PARTITIONS[see Sections 8802.3.1 ,8802.3.2 3-I6d COMMON(3 Y2°X0.162"9;OR FACE NAIL I Y2"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OREDGRONN STAPLROOFING E Ib go., 3 6 F(631)650-6667 and Table 8802.5.1 (g)] " HEAD 4-3"X0.131" NAILS 33 SHEATHING �(516)6581-0325 , I Y"LONG 1 4' GALVANIZED ROOFING NAIL, a HEAD CEILING JOIST ATTACHED TO PARALLEL RAFTER34 2N52"STRUCTURAL CELLUL0510 FIBERBOARD DIAMETER,OR I" GROWN STAPLE Ib ga., 3 6 4 TABLE 8802.5.1(11) SHEATHING (HEEL JOINT), I Y"LONG Yr fif t'Y [see Sections 8802.3.1 ,R802.3.2 and Table 8802.5.1 (g)] FACE NAIL I Y2'GALVANIZED ROOFING NAIL;STAPLE f 35 Y2" d GYPSUM 5HEATHIN6 GALVANIZED,I Y2"LONG;I Y4"5GREN5, 7 7 4-I0d BOX(3"X0.128") OR TYPE W OR 5 2X4 10 24 24 10 16 -a COLLAR TIE To RAFTER,FACE NAIL OR I Y4" X 209a. 3-IDd COMMON(3 Y2"X0.148'9;OR IDFACE NAIL EACH RAFTER 36 s/8'GYPSUM SHEATHING 1 °/a"GALVANIZ 5D ROOFING NAIL;STAPLE 7 2Xh 10 24 24 I6 211 20 24 5 RGE STRAP TO RAFTER 4-3"X0.131' NAILS GALVANIZED, I /e" SCREWR S,TYPE W OS x WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm 3-I6d BOX NAILS(3 "X0.135"9 OR 2 TOE NAILS ON ONE SIDE s (Id DEFORMED(2"x0120°)NAIL;OR 6 12 a. LISTED IHEIBHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE ` 'IN o 3-loci COMMON NAILS(3"X0.148");OR 37 /4" AND LESS �..;f.yti / AND I TOE NAIL ON OPPOSITE 8d COMMON(2 Y2"X0.131')NAIL SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE SUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED * y: -'° ' 6 RAFTER OR ROOF TRUSS TO PLATE 4-I6d BOX(3"X0.128");OR SIDE OF EACH RAFTER OR TRU55 Bd COMMON(2"X0.131'9 NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4-3"X0.131' NAILS I 6 12 38 8d DEFORMED (2Y2'XO.120")NAIL b. SHALL NOT BE USED IN EXTERIOR WALLS Vii, j j'.•.,,; r '4 �i• '' '! �, 4-16d (3 �"x0.135'9 OR I6d COMMON(3"X0.148") NAIL;OR G. A HABITAB_E ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO b 3-I6d COMMON(3"X0.148");OR TOE NAIL 311 I Ya" - I Y4" Bd DEFORMED(2 Y�'X0.120")NAIL 12 2X6 OR THE 5UD5 SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. • r+ 4-I6d BOX(311X0.12811);OR T ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS FOR 51: 1 Inch = 25.4 mm, I foot = 304.8 mm, I MILE PER HOUR - 0.447 m/s;I ksi - 6.8115 MPa ROOF RAFTERS TO MINIMUM 2" RIDGE BEAMTABLE 8602.10.4- BRACING METHODS 5 3-I6d BOX(3 �"X0.135") OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING 2-I6d COMMON(3 Y2"XO.Ib2");OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD 5TRENOTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.I412 INCH(20d 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDIN55 LOCATED IN 3-I6d BOX(3"XO.I28");oRCONNECTION CRITERIA COMMON NAIL),110 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK METHODS,MATERIAL MINIMUM THIGKE55 FIGURE FASTENERS 5PAGING WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WIND)BORNE DEBRIS. 3-3"X0.131"NAILS DIAMETERS OF 0.142 INCH OR LESS. GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE WALL b. STAPLES ARE Ib GAGE WIRE AND HAVE A MINIMUM 7/I(b-INCH ON DIAMETER GROWN WIDTH. c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. REOUIREMENTE) OF THE LARGE MISSILE TEST OF ASTM E Icicl& AND ASTM E 1886 AS I6d COMMON(3 Y2"X0.162") 24" O.G.FACE NAIL d.FOUR-FOOT BY e-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY. EXTEABLERIOR 5R60231 (3)PER b" EDGE5 12" FIELD MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENIINO PROTECTION FOR IY� 8 STUD TO STUD(NOT AT BRACED WALL PANELS) I6d (3"X0.128");OR e.5PAGING OF FASTENERS NOT INCLUDED IN THI5 TABLE SHALL BE BASED ON TABLE R602.3(2). 3"X0.131") NAILS I6"O.G.FACE NAIL P.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO CS-NSP 3/8 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMP?<GT-RE515TIN0 GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) Ibd BOX(3 Y2"X0.135");OR NAILS FOR ATTACHING PANEL ROOF 5HEATHIN6 TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH WOOD STRICTURAL PANEL INTERIOR SHEATHING PER N STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O.G.FACE NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. N TABLE 8602.3(I)or 8602.3(2) VARIES BY FASTENER EXCEPTION: Q q g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1386 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD 5HEATHIN6 p WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LE55 THAN '�(, INCH AND A # CORNERS(AT BRACED WALL PANELS) I6d COMMON(3 Y2"X0.1(52") 16"O.G.FACE NAIL SHALL CONFORM TD ASTM G 208. O z h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGE5 SUPPORTED BY FRAMING MEMBERS AND REQUIRED z SPANS NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OR,ROUN PROTECTION. Q Ibd COMMON(3 Y2"X0.162") 16"D.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGING OF FASTENERS ON ROOF 5HEATHIN6 PANEL EDGE5 APPLIES TO PANEL EDGE5 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE 1- 10 SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO Ill :S-Gbc OPENING CONTAINING THE PRODUCT W1TH THE GLAZED OPENING. IPANEL5 SHALL BE j BUILT-UP HEADER(2"TO 2" HEADER WITH Y2" SPACER) -1 Ibd BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE CONTINUOISLY SHEATHED ii SEE METHOD GS-WSP SEE METHOD GS-NSP PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE 5EGURED SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. k) WOOD STR)CTURAL PANEL 3�8 Z (� 5-8d BOX(2 Y2"X0.113");OR I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THI5 SCHEDULE ,PROVIDE TWO TOE NAILS z ADJA05T TO GARAGE WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO 4-8d COMMON(2 Y2"X0.131");OR ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST To TOP PLATE IN ACCORDANCE NITH TH15 SCHEDULE.THE TOE NAIL ON RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN A�CGORDANCE WITH II CONTINUOUS HEADER TO STUD TOE NAIL 2 OPENINGS 4-I6d BOX(3"X0.128" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. t- Z Q EITHER TABLE R30I.2(2) OR A5GE 7, WITH THE PERMANENT GORRiOSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE ' bd COMMON(3 Y2"x0.162") I6"O.G.FACE NAIL BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 I��- PERMITTED FOR w o Q w o P TOPLATE TO TOP PLATE I6d BOX(3"X0.128");OR TABLE Ra02.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES CD -1 -4* 12 3"X0.131") NAILS 12" O.G.FACE NAIL FROM WIND (ASD) (POUNDS PER CONNECTION) �`- f Q�' LSLY -( a SEE SECTION R602.10.6.4 SEE SECTION RbO2.10.6.4 E15 ON WINDLDINOS I SPEEDS SN 180 MPH ROOF EOR LIOHT OS 45 FEET OR LESS WHEiRE THE ULTIMATE p D-W O Id ~0 o O O GONTI NUOISLY SHEATHED /(6 Q to N III[J i F i, e,-Ibd COMMON(3�"X0.162");OR EXPOSURE B Z F'ORT\L FRAME V 12-16d BOX(3 Y2"X0.135'9;OR F a u w U u► �f DOUBLE TOP PLATE SPLICE FOR SDG's A-D2 WITH SEISMIC 12-I6d BOX(3"X0.128");OR FACE NAIL ON EACH SIDE OF z - TABLE R501 .2.1.2: NINDBORNE DEBRIS PROTECTION FASTENING o � BRACED NALL LINE SPACING<25' ULTIMATE DESIGN WIND SPEED Vult (mph) � o_j_ <i,-13 12-3"X0.131" NAILS END JOINT(MINIMUM 24"LAP SCHEDULE FOR WOOD STRUCTURAL PANELS N SPLICE LENGTH EACH SIDE OF RAFTER OR ROOF SPAN 130 mph 140 mph v 1 Y2" long X 0.12 dia. z w V T z F N Cl) 13 END JOINT) w w O IY w TRUSS SPACING (FEET) 25 (for Y2"thick sheathing) FASTENER SPACING d z m O DOUBLE TOP PLATE SPLICE SDG's D,D ,OR 122;AND 12-Ibd(3 Y2"X0.135") ROOF PITCH ROOF PITCH d Y2 or /32 for 1 °/4" long X 0.12 d1a. � w v o z W G-SFB 2s 3"EDGES b" FIELD v o BRACED WALL LINE 5PAGING>25' O I 2 ;i (for �2" thick sheathing) FASTENER TYPE 4 FOOT 6 FOOT o N`�l" �m�u Q, aL <5:12 >5:12 <5:12 >5:12 GONTIINUOLSLY SHEATHED maximum I6 Fgalvanized roofing nails or 8 common Q z= zq N N V srRucruReL FIBERBOARD PANEL SPAN < PANEL SPAN < PANEL SPAN ���z Ibd COMMON(3 Y2"X0.162") Ib"O.G.FAGS NAIL 12 115 88 122 113 Stud S aG In (2 Y2" long X 0.131"dia.)nails �i-��N O o w o W v p g <_4 FOOT <_ 6 FOOT < 8 FOOT z i 3 a m O 14 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR Ibd BOX(3 Y2"X0.135");OR I8 122 112 157 146F- ' '� awo�`' BLOCKING(NOT AT BRACED WALL PANELS) 12"O.G.FAGS NAIL 24 141115-7 Iq2 178 NO. 8 WOOD SCREW d d a z 3"x0.131°) NAILS 28 167 153 216 200 _ 2 BASED ANCHOR WITH 2 16 10 8 Q o ' FOR 51: 1 INCE = 25.4 mm, I FOOT = 304.8mm, I degree - 0.0175 rad, I pound per sctuare foot=47.8 N/m , I mile per hour = 0.447 m/s. v w� 3-Ibd BOX(3 Y2"X0.135");OR 3 EACH Ib"O.G.FACE NAIL 32 185 170 240 222 a. Adheslvice a•tachment of wall sheathingIncluding Method GB shall not be permitted 111 Seismic Design categories G, D D and P.2. INCH EMBEDMENT LENGTH NwLUBw oo o BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR 2-Ibd COMMON(3 Y2"X0.162");OR 2 EACH Ib" O.G.FAGS NAIL 36 203 186 264 244 g p g g o I z >, � Is b. Applies to anels next to garage door opening where Supporting able end wall or roof load 0111 Shall 0111 be used on one wall _o �w 0 d N BLOCKING(AT BRACED NALL PANELS) 4-3"X0.131"NAILS 4 EACH Ib" O.G.FACE NAIL 42 230 211 300 278 pp P g g p g pp g g y' y NO. 1 O WOOD SCREN a �°3`� N`� w of the garage. In Seismic Design Categories DO, DI, and D. roof covering dead load shall not exceed 3 psf. d N o o z z w o 48 258 236 336 311 BASED ANCHOR WITH 2 4-8d BOX(2 "x0.113");OR 12 126 117 162 150 G. Garage openings adjacent to a Method CS-6 panel shall be provided with a header in accordance with Table R602.5 (1). A full 16 12 q iE Y O N Q W y 0 3 P D_ � 3-I6d BOX(3 Y2"X0.135");OR height clear rnenin shall not be permitted to a Method G5-G panel. INCH EMBEDMENT LENGTH 0-N T w 0 m l� 4-8d COMMON(2 Y2"X0.131");OR TOE NAIL l8 162 1411 2011 114 g g p p � 4-I0d BOX(3"x0.128");OR 24 118 182 255 237 d. Method ,C5-SFB does not apply in Seismic Design Categories DO, DI , D2. >_ o w;3 m w 16 TOP OR BOTTOM PLATE To STUD 4-3" X 0.131 NAILS 28 222 203 287 266 e. Method aprIles to detached one and two-family dwellings in Seismic Design Categories DDthrough D2only. Y4 INCH LAG SCREW N p c N o o 32 246 226 3111 2q5 16 16 16 z H v �' 3-I6d BOX(3 "x0.135"I;OR EASED ANCHOR WITH 2 2-Ibd COMMON(3 Y2"X0.162");OR END NAIL 36 270 247 351 325 INCH EMBEDMENT LENGTH z ° H°o z 5-ad BOX(3"X0.128");OR 42 306 281 3111 370 >>o W i N ILI 3-3"x0.131" NAILS 48 343 314 447 1 414 w w to Q 3-lod BOX(3"x0.128");OR EXPOSURE G TABLE R577.2 a. THIS TABLE IS BASED ON 180 MPH ULTIMATE d d m o Q o p 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d COMMON(3 Y2"X0.162");OR FACE NAIL DECK LEG5ER CONNECTION TO BAND JOIST-.b DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF 3-3°xo.13r' NA1Ls ULTIMATE DESIGN WIND SPEED Vult (mph) (DECK LIVE LOAD=40 PSF DECK DEAD LOAD=10 PSF SNOW LOAD < 40 PSF HEIGHT. 3-8d BOX(2 "x0.113");OR RAFTER OR ROOF SPAN 130 mph 140 mph - b. FASTENERS SHALL BE INSTALLED AT OPPOSING m 2-ed COMMON(2 Y2"X0.131");OR, TRUSS SPAGINO (FEET) JOIST SPAN ENDS OF THE WOOD STRUCTURAL PANEL. 18 I" BRACE TO EACH STUD AND PLATE 2-I6d Box(3"X0.1281);OR FACE NAIL ROOF PITCH ROOF PITCH CONNECTIONG-TAILS 2 STAPLES I s/4" b' AND LESS 6' 1" TD 8' e1" TO 10' 1 10'1 TO I2' 1 121 TO I4' 14'1"To Ib' Ib'I TO 18' FASTENERS SHALL BE LOCATED NOT LESS THAN 5-C,d BOX 2 'X0.113";OR <5:12 >5:12 <5:12 >5:12 ON-GENTER 5PAGING OF FASTENERS 2-8d COMMON(2 Y2"X0.131");OR 12 161 151 118 186 INCH DIAMETER-A6 5,-REN c,d 30 23 18 15 13 11 10 INCH FROM THE EDGE OF THE PANEL. ig I" X 6" SHEATHING TO EACH BEARING 2-I6d BOX(3"X0.128");OR FACE NAIL WITH � INCH HAXINUM SHEATHING C ANCHORS SHALL PENETRATE THROUGH THE 2 STAPLES, I"CRONN, I6go.) °/4" LONG 18 208 Iq5 257 242 � INCH DIAME:TER3OLT WITH� INCH 36 36 34 211 24 21 Iq EXTERIOR WALL GOVERINO WITH AN EMBEDMENT 3-8d BOX(2 "X0.113");OR 24 256 2311 317 2118 MAXIMUM 5HEATHNG d 28 281 2611 358 335 LENGTH OF NOT LESS THAN 2 INCHES INTO THE 3-8d COMMON(2 Y2°X0.131");OR 12 O.G. � INCH DIAME:TER30LT WITH I-INCH 36 36 2g 24 21 18 Ib 3-I6d BOX(3"x0.128");OR 32 321 2111 3118 373 MAXIMUM SHEATHNGe BUILDING FRAME. FASTENERS SHALL BE LOCATED 3 STAPLES, I"GROWN, Ibgo.,l 5/4" LONG 36 353 3211 438 411 FOR 51: 1 Inch - 2.4 mm, I foot =304.8 mm,I pound per square foot = 0.04711 kPa NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE 42 402 375 4qq 468 a.Ledgers shall b flashed In accordance with Section R703.4 to prevent water from contracting the house band joist. 20 I" X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 8" FACE NAIL 48 450 420 560 524 b. Snow load :shollnot be assumed to act concurrently with live load. CONCRETE BLOCK OR CONCRETE. 4-8d BOX(2 �"X0.1139;OR 12 214 201 263 247 c.The tip of the Ig screw shall fully extend beyond the Inside face of the band joist. d PANELS ATTACHED TO MASONRY OR 3-Sd COMMON(2 Y2"X0.131"9;ORd.Sheathing shall ie wood structural panel or solid sawn lumber 3-10d BOX(3"X0.128");OR 18 277 2511 342 322 e. sheathing shall>e permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. MASONRY/STUCCO SHALL BE ATTACHED USING 4 STAPLES, I"GROWN, Ibga.,l s/4" LONG 24 340 316 422 316 Up to 1/2-Inch thichess of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable VIBRATION-RESISTANT ANCHORS HAVING AN 28 384 358 476 446 sheathing thiciknes where combined with wood panel or lumber sheathing. FLOOR I6" O.G. ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS 32 427 318 52q 416 THAN 1,500 POUNDS. 4-ed Box(2 �"x0.113");OR 36 4611 438 583 547 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-10 COMMON(2 Y2e>-9;OR OR 3-I6d BOX(3"x0.128");OR TOE NAIL 42 535 4111 664 622 3-3"x0.131"NAILS 48 5-11 1 551 745 1 617 TABLE R507.2.1 ALLOWABLE DEFLECTION OF 57RUG7URAL MEMBERS* A5 PER 8d Box(2 "x0.113") 4" O.G. TOE NAIL PLACE'"iE4T OF LAO SCREWS AND BOLTS IN DECK LEDOERS AND BAND JOISTS TABLE R301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE �LI 22 RIM JOIST,BAND J015T OR BLOCKING TO SILL OR TOP 8d COMMON(2 Y2"X0.131");OR FOR SI: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, PLATE(ROOF APPLICATIONS ALSO) loci Box(3"X0.128");OR 6"O.G.TOE NAIL 3"x0.131" NAILS I POUND =0.454kg, I POUND PER 5G2UARE FOOT = 47.11 IN I I plf 14.6 N/m MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROW5 STRUCTURAL MEMBER ALLOWABLE ZO 3-8d BOX 2 XO.I ;OR DEFLECTION 2-8d COMMON(2 Y2"x0.131");OR a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING 23 1" X 6"SUBFLOOR OR LESS TO EACH JOIST 3-I6d BOX(3"X0.128");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/l80 l�LI 2 STAPLES, I"GROWN, I6ga,I %" LONG CONNECTION FORGE SHALL BE SELECTED FROM THE EXP05URE G PORTION OF THE LEDGER` 2 INGHESd 3/4 INCH 2 IN0HE5b 15/b INGHE5b WIT-1 NO FINISHED CEILING ATTACHED TO 3-I6d BOX(3Y2'XO.135'9;OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DE51ON WIND SPEED. THE RAFTERS Q 2`} 2"SUBFLOOR TO JOIST OR GIRDER 2-Ibd COMMON(3 Y2"X0.162") BLIND AND FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE BAND J015Tc 3/4 INCH 2 INCHES 2 INGHE5b 15/e INGHE5b � INTERIOR WALLS AND PARTITIONS H/180 3-I6d BOX(3 Y2'X0.135');OR TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF FOR 51: 1 INCH=25.4 MM L/360 25 2"PLANKS(PLANK dBEAM-FLOOR d ROOF) 2-I6d COMMON(3 Y2"X0.162") AT EACH BEARING,FACE NAIL HEIGHTS. a. LAG SCREWS OR BOLTS SHALL E STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE 8507.2.1(1). FLCORS 41 3-Ibd COMMON(3 °x0.162') b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING b. MAXIMUM 5 INCHES. CELING WITH BRITTLE FINISHES (INCLUDING L/360 } c. FOR ENGINEERED RIM JOISTS,TF MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. - 4-10 BOX(3"xo.12e");OR ASSEMBLY DEAD LOAD OF 15 PSF. PLASTER AND STUCCO) 26 BAND OR RIM JOIST TO JOIST4-3"X0.131"NAILS;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF d. THE MINIMUM DISTANCE FROM BOTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R50,7.2.1(1). CEILINGS WITH FLEXIBLE FINISHES (INCLUDING 4-3"X 149a. STAPLES,J" GROWN L/240 OVERHANG OF 24 INCHES. GYPSUM BOARD) NAIL G o o d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE god COMMON(4"XO.Ig2");OR 32"O.G.AT TOP AND BOTTOM MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING ALL OTHER STRUCTURAL MEMBERS L/240 AND STAGGERED � 10d BOX(3"X0.128");OR 24"O.G.FACE NAIL AT TOP CORNERS. TABLE: R402.1.4 - .2015 INITE.NATIONAL ENERGY CONSERVATION CODE a 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"x0.131" NAILS tu AND BOTTOM STAGGERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED 57UE,0 OR WALLS - WIND LOAD WITH PLASTER OR H/360 OPPOSITESIDES EQUIVALENT U-FACTORS STUCCO FINISHES ,,UI ' UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THI5 O � J-L-1 AND: 2-20d COMMON(4"XO.Ig2");OR FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOADS` WITH OTHER H/240 ,I ' 3-I0d BOX(3"X0.128");OR AT EACH SPLICE FORGES. CLIMATE ZONE BRITTLE FINISHES lu 3-3"X0.131" NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE 4-I6d BOX(3�"X0.135"),OR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL U-FAG70R U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE EXTERIOR WALLS - WIND LOADS` WITH FLEXIBLE H/120d W 3-I6d COMMON(3 Y2"X0.162");OR AT EACH JOIST OR RAFTER, WALL ABOVE. FINISHES. n _ 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-I0d BOX(3"X0.128");OR FACE NAIL (n ^- 4-3"X BO NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND 5PEED5 4 EXCEPT LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 VV II SHALL BE PERMITTED. MARINE 0.35 0.55 0.026 0.060 O.Ocla 0.047 0.05Q 0.065 211 BRIDGING TO JOIST 2-I6d(3"x0.128") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED NOTE: L=SPAN LENGTH, H=SPAN HEIGHT Z LU TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 5 AND a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITSLU MARINE 4 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 HEREIN, THE W1ND LOAD SHALL BE PERMITTED TO BE TAKEN O Z AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS U I PROPOSED AS MAX. -'V..F. AS MAX. AS MAX. AS MIN. AS MIN. AS MIN. N/A AS MIN. OBTAINED FROM THE TABLE R301.2(2). -V.I.F. -V.I.F. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE - TABLE 8602.3(3) THE c. FOR ALUMINUM M STRUG URAL MEMBERS OR PANELS USED IN H OF THE CANTILEVER. Z WOOD PANEL WALL 5HEATHIN6 FASTENING SCHEDULE")'� LL.... MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO MINIMUM NAIL STRUCTURAL PANEL THICKNESS STUD 5PAGIN5 PANEL NAIL 5PAGING SPEED VULT(MPH) COVERS, NOT SUPPORTING EDGE OF GLA55, THE CONTINUOUS PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXP05URE CATEGORY ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF SIZE (INCHES) RATING (INCHES O.G) (INCHES O.C) __­B`___T_ D OLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED bd COMMON TABLE: 8402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION GODS 1s 24/0 3/8 16 12 140 115 u° L/175 FOR EACH OLAS5 LITE OR L/60 FOR THE ENTIRE 0 (2.0"xo.113") b LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. 8d COMMON Ib b 12 170 140 135 INSULATION AND FENESTRATION REOUIREMENTS BY COMPONENT FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (y N O) 1.75 24/16 7/Ib 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD _ (2.5"X0.131") 24 6 12 140 115 110 (�I FOR 51: I Inch = 25.4 mm, I MILE PER HOUR = 0.447 m/s MAXIMUM GLAZED MINIMUM DEFLECTION SHALL NOT EXCEED L/120. (n"�" �I ^' Z_ a.PANEL STRENGTH AXI5 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING NITH STUD 5PAGING MORE THAN 16" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR OYP5UM 11_ ` r CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACELD ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXI5 PERPENDICULAR TO SUPPORT. b,e b.TABLE BASED ON WIND PRF-55URES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. U-FAGTORb U-FACTOR SHOO R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE 4 DEPTH d WALL R-VALUE e DEFLECTION OF H/180. LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION RbO2.10. (� CD c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-Ib OR 1,11ALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 4 EXCEPT 20 OR 10 CONT. OR 10 CONT. OR C. REFER TO SECTION 8703.8.2. SPAN RATING. PLYNOOD SIDING RATED Ib O.G.OR:24 O.G. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. 0.35 0.55 0.40 4qh 8/13 Iq 10 / 2FT. WALL-I6 AND PLYWOOD SIDING 16 O.G.SHALL BE USED NITH STUDS SPACED NOT MORE THAN Ib" ON CENTER. MARINE 13 + 5 13 CAVITY 13 CAVITY O W u�j 5 AND 20 OR 15 CONT. OR 15 CONT. OR F- 0.32 0.55 NR 411 13/17 30 g ^ ,I MARINE 4 13 + 5 h I� CAVITY 10 / 2FT. la CAVITY ; O AS MAX. AS MAX. r O z \ PROPOSED AS MAX. -V.I.F. _V I F -V I F AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. W t V = z * REFER TO GODS BOOK FOR SUPPLEMENT LETTER FOOT NOITES # [j Q O 0 0 p �.., ,1 DETAIL DIAGRAM a= INDLE5 TO W MAX MODEL 1540-510 OF 4•oz-SEE DETAIL 6/A.5 USE SIMPSON Z-MAX OR HDG CONNECTORS Smart VENT T G U U C1.(;G N N L L L SIMILAR TO INCREASE CORROSION RESISTANCE DUAL FUNCTION FLOOD AND VENTILATION VENT A " r H 1 - 1. 1• T 11. Wr. FOR ALL HARDWARE IN CONNECTION 877- 441- 8368 W/ AGO LUMBER. HURRICANE ANCHORS MANUFACTURED BY www.smartvent.COm 16 I/4" R/O TODD O'CONNELL,A[ SIMPSON STRON6-TIE CONNECTORS MODEL STRAP SLOTS USE TWO 1200 Veterans Memorial Highway No. HI OR APPROVED EGtUIVALENT AT EVERY TOP AND TWO BOTTOM.,.,,, RAFTER TO PLATE CONNECTION­, �I OSITe Olt AC-0 Suite 120 WALL STUDS 0 Ib" O.G. BEHIND THE RODENT SCREEN,LOUVERS Hauppauge,NY 11788 AUTOMATICALLY OPEN AND CLOSE WITH TEMPERATURE.NO ELECTRICITY 15 NEEDED P(631)650-6666 ROOF RAFTS 631 650-6667 V2'xb AGO JOIST• 16.04. C(516)658-0325 CEILINC7 JOIST e-0(3)2'x10&IRDER 51LICONE/POLYURET'HANE ADHESIVE LOCATIONOLTED-AS SROM ON FLOOR NOTE:P05T GAP MANUFACTURED BY SIMPSON LANS ALL STRAPPING TO BE (FLANGE) STRONG-TIE CONNECTORS MODEL No. 8052-2/4 e m&ALV.STL.BOLTS INSTALLED AS PER MANUFACTURES OR APPROVED EQUIVALENT INSTALLED SPECIFICATIONS AND NYS FLOAT SLOTS CODE °a a A5 PER MANUFACTURES SPECIFICATIONS "b Aca POST {��Y�;<<•„��„ � '���A�`� ��t . BOTTOM PLA II oONALRT / Be S ®I TO AGO SILL PLA FIGURE 1 BEA / STRAPS INSTALLED: Front View t'_.• a55.` ' / TWO ON TOP TWO ON '•s' '��� �_ �� / CORROSION-RESISTIVE FLASHING DECORATIVE COLUMN COVER _T VENT a DOOR w"4 •`y'• h cA L / / AND TERMITE SHEI VENT BOTTOM bxb GOLU / SLAB ON GRAD ' ° ` �„ n f( {� Ll 4! FIGURE 2 FRAME STRAPS �., �,•M1 16 6a. STRAP TIES MANUFACTURED HURRICANE ANCHORS // // F' 1 BY SIMPSON STRONG-TIE CONNECTORS MANUFACTURED BY / / n II ODEL No. C5I6 OR APPROVED EQUIVALENT. Side View FIGURE 3 FINAL MAX FROM SIMPSON STRONG-TIE / / Ma HOOKED d k / / / ° e AND WRAPSTRAP TO HAVE MIN. 12” BEARIN,57 ON THE STUDUNDER SILL PLATE AT FOUNDATION. Qa CONNECTORS MODEL No. RE-BAR H2SA OR APPROVED a 2•m:SONO i P. FILLED soon „ Si e View a h I1 a W/SSOOp.i P.GONG. } EQUIVALENT AT / / ° II "x5"x12" STL. BEARING PLATE MANUFACTURED m / / I a� BY SIMPSON STRONG-TIE CONNECTORS MODEL No. SMART VENT Foundation Flood Vent„ EVERY BEAM TO / / ACQ DECKING a II '° "xe C.F DEEP I LBP5�2 OR APPROVED EQUIVALENT STRAP DETAIL. Q �� 450 AndBro Pr.50te 25 JOIST CONNECTION / / P.GONG.FOOTIN&i M°I 36• To�,,.,�9„tee I env To �_ ort "11!s IF,® Pitman NJ OH071 t••� BOTH SIDES / d TEETH MUST CLICK IN TIGHT TO T'"`' x /_o"6 SMART SMART VENT® DUAL FUNTION FLOOD ry ° e 5/6"A2" INSURE SECURE INSTALLATION. •iooas 877-441-8368 AIND VENTILATION VENT II e ICAL HOOKED ANCHOR BOLT BEND PAST 90° FO WWW.SMARTVENT.COM MODEL 1540-510 111 O P05T GAP MANUFACTURED BY SIMPSON I .. - 0 3'-O" O.G. SPRING BACK # ° I n ie ne eWON a n orNDes:„'r"v°e°R u"a' srzE owc„a.. "Ev - W/-I MIN. EMBEDMENT INTO CONCRETE F V5®IN FR0.GLT,cwH6es rp pv w,He d I � 1540-510 e � \ STRONG-TIE CONNECTORS MODEL NO. B0546 _M It­r r w ,1N. DATE 5-15-0" SHEET 1 OF 2 F.J. � Ib" O.G. � e a �I � - WITHIN 6-12" OF EACH END OF PLATE '°"F"°"�°"�"'"'a""E""1e1 < OR APPROVED EQUIVALENT INSTALLED �`. d ° AS PER MANUFACTURES SPECIFICATIONS BEA ° Z In POST GAP MANUFACTURED BY SIMPSON USE SIMPSON Z-MAX OR HD6 CONNECTORS O Z 5TRONO-TIE CONNECTORS MODEL No. 5052-2/4 TO INCREASE CORROSION RESISTANCE �-� INSTALLATION INSTRUCTIONS OR APPROVED EQUIVALENT INSTALLED FOR ALL HARDWARE IN CONNECTION ``'`�•• AS PER MANUFACTURES SPECIFICATIONS W/ AGO LUMBER. L�. OUNDT I ON DETAIL OUNDT I SON STi� P�I NC DETAIL L Smart VENT DOUBLE F.J. UNDER COL •3 „ _ ,- •3 & DETAILS s 3 xb AGO COLUMN SCALE: 3/4 - I O SCALE: 3/4" = 1'-O" 877- 441- 8368 q �W o MODEL 1540-510 ° o DUAL FUNCTION FLOOD AND VENTILATION VENT w i,-_0 0 0 0 COLUMN BASE MANUFACTURED BY 5IMP50N 5TRON&-TIE WWW.Smartvent.COm °�`ALL'N w o�v w I I ODEL No. CBQbb-5052 INSTALLED AS PER MANUFACTURERS REV.5-15-09 o O ro� Q�o "•� 5PEGIFIGATIONS OR APPROVED EQUIVALENT INSTALLATION INSTRUCTIONS F 12"� P.GONG. 50NOTUBE R-19 INSULATION 1. Remove vent door from vent frame.(Turn upside down,rotate bottom of door outward and slide out) w U W'a<,O~LL~N O-,- Z,Lm) � 0 048" BELOW GRADE MIN. I•SHEATHING �•SHEATHING 2. Prepare a CLEAN 16.25"wide by 8.25"high rough opening(approx. 1 block wide X I block high) for each vent. Ensure the bottom of the 3 1`Lo�v Q o z 30yQ p W`, r' 2•x41 ST11O5• Ib •OZ. 2•X6'STUDS• Ib•O.C. rough opening is no more than 12"above the finished grade. O?Fu Q!9 v in z V DETAIL 6/AS FOR STRAP DETAIL TYVEK HOUSE MAP---" DETAIL 2/AD FOR STRAP DETAIL 3. Apply a bead of silicone or polyurethane adhesive around the back of the flange on the vent frame.(FIG.2) ry LU K 44*-o o w O N = TYVEK HOUSE WRAPy T Q N H u q to H 0 O 1/2'POLYSTYRENE R161D INSULATION--' I/2'PoLYSTYREWe R6ID INSULATION 4. Bend the 4 steel straps to the thickness of the wall measuring from the end with the teeth(see STRAP DETAIL) 1 w �z W I-q V SIDING TO SELECT--' KIN S &To SELECT 5. Insert the top straps into the top two strap slots about two clicks. Q i-< F s ZO / \ 6. Insert the vent frame in the cut opening.The bent strap ends go in then up behind the inside of the wall.1000, Push the frame tight against the face of the wall.Ensure the frame is flush and square in the opening. IG.3 �•PLYWDOD SUBFLOOR g g q P g•� ) to F- / 2•XI0 F.J.• Ib•OZ. 77 7.Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face.The sharp point of the 0 r,13 q Q O / \ R•50 INSULAQ a O T straps should not extend past the front of the vent face.Install the two remaining bottom straps. �v p µ,z O w / \ I 8. Re-check that frame is square and slots are clear of debris,and caulk. FL=N N q VY �QQK p 0 \ (2)2x4 AGQ SILL PLATE I 2bcb K..GI SILL Install the -F-V-Lu V Q 0.a N K J �1 TERMITE 5HEILD A SILL INSULATI,,, 9. e door into frame by grasping the bottom of door(with float pins down)and front(small screen in front). Slide door into frame ttou - w v a- / ' TERMITE SHEILD t SILL INSULA I N O>w x-O w iL q K H and rotate until it is latched. �r \ / 96'x12'Hor�Km ANCHOR T F N~LL W F �- \ / 1 %"x12•HOOKED ANG+IOR 1O� I� •5'-O.Ol� I 10. To open the door insert two credit cards into the float slots as shown in the diagram.This will unlatch the door for removal and cleaning. �U N 0 O Q�LU I,0 Z � O o °I6 ° Z�FN�1 �ZO ° DETAILED SPEGIFIGATIONS: 3��w�����O F Z MATERIAL: STAINLESS STEEL R' NEH 6'FOUNDATION WALL W/(2)*4 MVSTIG DAMPR°OFI ° NEW 6"FOUNDATION YVALL w(2)*4 OPERATION FLOOD: AUTOMATIC NON-POWER'.D ACTIVATION AND OPERATION q Q U p 4 z Q MASTIC DAMPR,OOFI d BARS TOP 4 (5)04 BARS BOTTOM BARS TOP 4 (5)M4 BARS BOTTOM VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED y Q Y 3 y' po \ / AND 05 BARS a Ib"O.G.VERTICAL- AND M5 BARS O Ib"O.G.VERTICAL- OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED F F Q Q H N O q I O U [� CONNECT TO LOWER REBAR CONNECT TO LOWER REBAR \ W / NEW 41 P.CON-.SLAB OVER EMIL INSTALLATION: NEW 4'P.GONG.SLAB OVER EMIL SECURED W/ 4 STAINLESS STEEL STRAPS SUPPLIED e POLYETHYLENE VAPOR BARRIER ° POLYETHYLENE VAPOR BARRIER HYDROSTATIC RELIEF: 200 S9Ft per Vent OVER 4'GOMPAGTED GRAVEL FILL. OVER 4"GOMPA,TED GRAVEL FILL. VENTILATION: 51 Sq. In. per Vent NOTE: VA''OR BARRIER ALLOWS FOR REDUCED VENTILATION (Q 4000 PSI 4000 PSI REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLUMN STRAFF I NO DETAIL COLORS: STAINLESS (STANDARD) GRADE (� ° e e ° �`� �� e e ° e e °. NOTE. RAISE EXTERIOR POWDER COATED WHITE,WHEAT, GRAY, AND BLACK (AVAILABLE) SLAB AS •3 SCALE: 3/4" = I'-O" a N _ O� c n n � 7 n EMAL D TO BE MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: ° , �\ OR CREP`TER FEMA,NFIP,ICC &ASCE II „ II, „EXPANSION GTHEM EXTERIOR SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-05 I'-2” I'-2" I'EXPANSION � I-2 I-2 IRADE 111 JOINT AS a JOINT AS ICC EVALUATION#ESR-2074 SHEET 2 or 2 ode o REQUIRED °d ° REQUIRED ° 2x4 KEYWAY IN ° ° 2x4 KEYWAY IN NOTE, FLOOD FOOTING ° e e FOOTING VENTS TO BE ° ° n . e• ° a . °: a INSTALLED ° 04 BARS VERTICAL O Ib•O.G.W/ WITHIN 12'MAX. *4 BARS VERTICAL O Ib"O.G.W/ 6t �. . ° 10 ��' ' 6"BOTTOM LEG-EXTEND 56'HT. FROM GRADE 6'BOTTOM LEG-EXTEND 56"HT. ° dJ N e d Q INTO FOUNDATION WALL IN ° e a d INTO FOUNDATION WALL VENT .4. OF ° c ea a et ° ea e •. •. . • . • . •. e • e. INUoUS 56'x2o•P.GONG FTG.W/ A. a CONTINUOUS 56"x2o'P.CON,FT6.W/ N5 STEEL REINFORCING BARS O Ib' USE SIMPSON Z-MAX OR HD6 CONNECTORS ° QST�REFNFORGiN6 Be Ib• 36• 1 oc.a BOTTOM-MIN.5•GONG. TO INCREASE CORRO5ION RESISTANCE 36" O FOR ALL HARDWARE IN CONNECTION ,g D' SURROUND. W/ AGQ LUMBER. -TOP BARS(4)-CONTINUOUS RUN -TOP BARS(4)-CUN Z ONTINUOUS,R THROU6HT LEN6TH OF SPREAD THROU6HOVT LEN6TH OF SPREAD OU FOOTING FOOTING r5 f=OUNDATION DETAIL 7FOUND TION DETAIL 4 o n 3 SCALE: 3/4" = I'-O" •3 SCALE: 3/4" = I'-O" OC to II °m Z Z 1�1 �JJ NOTE` SINGLE POUR ° 0 _ ALL STRAPPING TO BE ° ° NAILED INSTALLED AS PER MANUFACTURES RIM JOIST ° SILL PLA SPECIFICATIONS AND NYS CODE INSTALLATION 0oPORTION X (� t TERMITE SHI Ib 6a. STRAP TIES MANUFACTURED ° ~• FOUNDATION WALL BY SIMPSON 5TRONC-TIE CONNECTORS o V LU7 ODEL No. 09I6 OR APPROVED EQUIVALENT. , STRAP TO HAVE MIN. 12" BEARING ON THE STUD LU II AND WRAP UNDER SILL PLATE AT FOUNDATION. �° O �Z x5 x12I, STL. BEARING PLATE MANUFACTURED �1 , BY SIMPSON STRONG-TIE CONNECTORS MODEL No. 'oe 51� O 1-L O t LBP512 OR APPROVED EQUIVALENT -1- ICA.. s/6"x12" HOOKED ANCHOR BOLT FO 5 T' MIN. EMBEDMENT INTO CONCRETE O - WITHIN 6-I2" OF EACH END OF PLATE v a V O �— d 2 FOUNDATION STfi AFF I NC DETAIL ONE #4 .I I II °' I/2" MIN. SHEAR CONE -O A 60 OL Simpson Strong-Tie STHD 14RJ LU BOLD MONIS DETAIL -1 z � z SCALE: 3/4" = 1'-O" W O 4 • --1 O 0 �41 1 X» P DD O'CUNNErir: Hir Ecr N.r.. TODD CYC ELL,AIA NOTE: BUILDING MATERIALS USED BELOW THE 1200Veterans Memorial Highway NOTE= ALL FASTENERS FOR DESIGN FLOOD PLAIN SHALL COMPLY WITH Suite 120 2015 IRC, 8322 - ,AGGORDANCE WITH A5GE 24 Hauppauge,NY 11788 PRESSURE TREATED WOOD MATERIALS AND IINSTALLATION METHODS USED TO BE HOT DIPPED OR FLOOD VENTS TO BE INSTALLED GALVANIZED AS PER 8314.3 FOR FLOORING AIND INTERIOR AND EXTERIOR WITHIN 12" OF SLAB P{631}650-6666 WALL5 AND WALL COVERINGS SHALL F{631}650-6667 CONFORM TO THE: PROV1510N5 OF SLAB AND EXTERIOR TO C{516}658-0325 j ALL STEEL BELOW FLOOD PLAIN FEMA/FIA-TB-2 GRADE TO BE AT SAME LEVEL TO BE GALVANIZED. b"Xb" ACG P05T lo NEW 12",p SONO TUBE FILLED 10'-8 9,11 t CENTER DECK ON DOOR f SOLID W/3500pst CONCRETE MIN. 48" BELOW GRADE (TYP) RAILROAD TIE _ . � 30"X30"XI5"D RETAINING WALL P. GONG. FTG. (TYP) {�. 3 2"XIOG " AO BY OTHERS � - —I T.O.W.: 8.5 I dJ 9,1_01 8-O„ 28'_0" Q 48-011 13-4 4 13-4 { - - _ — -4 3-C' HOLD HOLDDOIDE - - - - - - - - - - - — - - - - - - - - - - - 14y, s �::_';: 00 III-Oil I PROVIDE `' PROVIDE 31-01 -4" 10 lo -8 3-3 -I' -4' = PROVIDE G - - - - - - - - - - - - - - - - — - - - - - - - - -�— LD DOWN �.� `� < HOLD DOWN = - - �— - - - - - - - L 2"X10" AGQ LEDGER `''tY. `a (3) 2"X10" - --- - = _ ( - �• � - - - - - - '� — - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I en m I F 11 I� - - - - - - 8"XIb"- - - - - - - - - - - cn 18„ I 46'-8" 8°XIb" 811 - �LOIOD VENT FLOOD VENT 8"X16" 8"X16" FLOOD VE I I `; �; I I FLOOD VENT I I �t FLOOD VENT 4" CONCRETE 5LAB I I \ I 26'-8" I ri- O I ROWS 8324.2.2 W/6 MIL VB. ON 4" — — — — — — I NEW 8" H1170E GONG. I d v 15.1. PER I S.F. OF AREA GOMPAGTI=D GRAVEL I - m I - - CRAWL SPACE = 1441 S.F. ON COMPACTED SOIL I FOUNDATION PqIDE L ON E O 4,000 P51 CONCRETE I I CONTINUOUS x O" DEEP I I Z I VENT =128 5.1. I GONTI UOUS CONCRETE 1441/128=11.3 VENTS REQ'DI I I a I 2"Xb" ACO F.J. 0 W' O.G. 5PREAD FOOTI G.- TYP. I I Z m J. 16" O I I FLOOD VENTS TO BE INSTALLED L —PBOYID� I 2 x A WITHIN 12" OF SLAB 0�0 HOLD DOWN f 0 I NEW 8" WIDE GONG. O I I FOUNDATION WALL ON 36 - _ _ WIDE x20" DEEP SLAB AND EXTERIOR TO BEAM POCKET Q `fl Q 8"X16" = I - I -�I I _ i w q * o dJ O O 4" CONCRETE SLAB I v O w w F in v � It I I Q x_ v-9Wv CONTINUOUS CONCRETE &RADE TO BE AT SAME LEVEL X FLOOD VENT _ I I �' I I �� N W/6 MIL V.B. ON 4" V N I w uwi o*v o 0 SPREAD FOOTING: TYP- - - - (V - `� `� (V Q Q I -. COMPACTED GRA/EL IS'-O" I I ON COMPACTED SOIL I a F M S v 33_0 m o PROVIDE O I = O� I 4,000 PSI cT NGRETE I I N o Q o 411 6_-ll l_6 _6 X k�GLR DOWAI- X I f-�Q v w o ' [A — y4 N f() tV NEW 12 0 SONO TUBE FILLED m-o 6-� b'-� 6'-��4" 6-� 4 I SOLID'W/3500ps1 CONCRETE I v w I Q O z p w �4 I I I w w —— ——e— — — — n-- MIN. 4b" BELOW GRADE (TYP) RS.PERI S.F. OF AREA I I °z a 3 w w V BEAM BUILT IN PRI�FAB GOMPIANY I I I I I J = I 4X4 ACO POST CRAWL SPACE = 605 5.F. I �'y'3 a r�,o o w o L — J L — I - - - - - O ( d LI _jL - - J L - - J L - - J —BEAMPOGKET� I_ m I I VENT =1285.1. I �*oz �p uF- I O '� 3 �"� GALV. STL. PIPE COL. I I 605/128=4.'1 VENTS REO'D Q� QUI FzQ m W/36"X36"X20" P. GONG N 0 I FOOTING ~ 8"XIb" I _I Q� �4 I FLOOD VENT DROP FOUNDATION o FOR DOOR FL D VENT =N 3 O I �- - - - - - - - - - - - - - - - - - - - - - - -I I O s�U,>� Tmw~ I I I I o I I ,��,QmW,Fo O 00 JOU - W/GOM LSV B oNP4" NEW 8" WIDE GONG. I I m I I m �KTO o °o I O COMPACTED TRAVEL FOUNDATION WALL ON 36" I I I o z N i ON COMPACTED 501E r in — 40 Ml CONCRETE WIDE x20 DEEP OQ=���R' Qw - CONTINUOUS CONCRETE I I PROVIDE_ — — — — — — — — — — — — — — — — -eROVIDE 5'-3" 8'-3" 3'-O" 8'-3 — — — —3-3— I I SPREAD FOOTING- TYP. I I HOLD DOWN HOLD DOWN Q Q N o o► o° ° 8"XIb" I I 28'-O" DROP FOUNDATION FLOOD VENT---4-__ I - FOR DOOR } FLOOD VENT I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I o o I — - - I to 27710" ACO LEDGER L_ OVIDE POV D — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HOL D WN 3,_0„ 4 Iq'-O" -4 — — — — — — — — — — — — HOLD DOWN 48'-O V 56'.0 1 -O" RAILROAD TIE 0 - RETAININ& WALL o O - O BY OTHERS b"Xb" ACO POSTIL = T.O.W.: 8.5 iy N NEW 12"0 50NO TUBE FILLED SOLID W/350opsl CONCRETE O MIN. 45" BELOW GRADE (TYP) x (V 30"X30"XI5'b. P. GONG. FTG. (TYP) _ —1 —I —I Q "XIO' GQ (3) 2"X10" AGQ 3) 2"X10" AGQ (3) 2"X10" ACG (3) 2 XIO ACO Ck 2 8-10 8-109, 2 # 48'-O" lu FOUNDATION PLAN 50ALE: 1/4" = I'-0" O Z z � LLO b z jL-AO lu � vO � O t11 � � z OL L Loi w t= m z z v1 4 z • O p � ° 100L) WCONNELL _ (V TODD O'CONNELL,AIA ® ® 1200 Veterans Memorial Highway in Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 5 C(516)658-0325 10'-83/8" t CENTER DECK ON DOOR 8'-O" 8'-O" 28'-O° DEGKIN6 TO f, w WOOD SELECT di DECK PROVIDEo LL `r RAIL TO CODE :, PROVIDE PROVIDE HOLD DOWN HOLD DOWN 2-l'-4" 2"X6" STUDS ® 16" O.G. �'_ PROVIDE FIRE SEPARATION W/ N R-19 INSULATION = I" TYPE X 5HEETROCK EXTEND 5FT. IN EACH DIRECTION AND FIRE PROVIDE _i BLOCK EACH END, PROVIDE FIRE Z # HOLD DOWN PROVIDE - RATED KNEE WALL IN ATTIC TO H v RAIL TOG DE UNDERSIDE OF RAFTERS--r" j 2 2"X8" AGQ Z In ALIGN -6" UO Z FLOORS— I cn rO :��n•g�Or �) wx��JFo Q<<z��z�op yz~�ooz, 0 UD M 0 �OOD D G 512 &ARAQE d EZ 3X'1 oQaDEGKIN6 TO 0 w CJ o�=a�wmooQL 2"X10" SELECT E3Nr'o' 2) 2"X8" AGQ PROVIDE � ®T 30 o���i°o4on tu o RAIL TO CODE =}LUa UPROVIDE w4fM HOLD DOWN 10 U OQJOI QQ/F�ZO�H QO w�-�u qOm 0 QN� OR ozw0 Ww vRaQ3�� PROVIDE PROVIDE HOLD DOM HOLD DOM- F---w Q a~ ��tL 8QX7Q &ARA6E DOOR 8�Q GARAGE DOOR z �°} o�o z m (2) I 14" LVL i" �0a z °W'-3No (2) I 14 LVL oa �QPL_Q�i Q 4'-3" Q'-4/2" I I'-3" �'-4/2" *y 0 g y n o��o o D 28'-O" t� 2"X8" ACO LEDGER V U O O DECKING TO oSELECTLL o O O v OD O' O N DEG I N N 26'--7y4" 21'-43/4 N O Z 6"X6" ACO POST PROVIDE RAIL TO CODE I 6"X6" ACG POST 3 2"X10" AGQ 2" " 3 2"X10" ACG 3 2"X10" AGQ Q ry N } FLOOR PLAN Ua SCALE: 1/4" = 1'-0" O z LU >— � Q � z IU }- O � c1Uz ILO � Q zDA � O ts) � o o ° LU r m z z LU Q 0 U z LU ° 0 n o TODD O'CONNU A, RCHi " i CT 11, C. TUI3 O'CONN LL,AIA 1200 Veterans Memorial Highway Suite 120 1 Hauppauge,NY 11788 ._.___..___.. .. ...........moi; P(631)650-6666 I F(631)650-6667, I C(515)658-0325 y 1 is r i. ; I 1�, 1 , � .� P-��`�Bahr�`,`Iy I r•� I" { ii t' i PROVIDE FIRE SEPARATION W/ m " TYPE X SHEETROGK EXTEND 5FT. IN EACH DIRECTION AND FIRE v, BLOCK EACH END, PROVIDE FIRE 1z r RATED KNEE WALL IN ATTIC, TO N UNDERSIDE OF RAFTERSa �' � Z # �9 x o n 1j1 . .... .... . 'P -- V Z .._. --._.-. ___..,,.. ..__._ _-..._. -_.�� ..... ._.....__.. ..... .... ._. _..___.. ._ _ " " o 2"x8 R.R. o I6 O.G. j dv 2"x8" R.R. 16" O.C. } o i ° V 2 XIO RID E �wOHmU�Vy�� `t 40 is � OJJ Q�O� �- \ cVo OLV ~~�z y13T M LUJ p IL LU LUv ............. C_ ...._...._.. - j ElNioo` OTHER . — ,P in ® Q� 139 - ._........._.. o Fo�W USW x NLU U1 V 1 VO>wxO1Eowl: tV ! 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EL 14.0' GARAGE 5LAB B.F.E. AE12 o EL. 10.5' ® ® _ EL. 12.0' LU � l� • T.O.W.: 8.5'-� - ` nnQ 1L Q o COM , z � o SOUTH ELEVATIONIU SCALE: I/4" = I'-O" m O z q--- � p lu ° < 0 # = J *g e 3: ;✓—"—r^ jY,,tl�``u��x�.ppx.3tt �Y0D11 1ILV N k LLL TODD O'CONNELL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 /r- a 9 OTHERS ` = p. �k v u! m . r N O z # � v o z FIRST FLOOR EL. 14.0' * U LL tu . . _B.F.E. AE12 ��No������ EL. 12.0 =wo x0.zw ZZoQ° WWD m ' • 1Itt�JJ �FQZ t��F Q °.oz °o LU 6ZHvVzav�z W v w �Q to-) z�Fpw v O oa63N°N �w Q�� Oczw0 EA5T ELEVATION �RWNw��a��ui N��z� wuNw F IL SCALE: 1/4" = 1'-0" O U N O O q N U O 0 m$y Q= IUIU<<�mo°�o° D 15 THE z 0 5� OTHERS......... Z > .. tu lu ............. LU 7- ILO Q FIR5T FLOOR P—U LU EL. 14.0' B.F.E. AE 12 — - 6ARA&E 5LA5 E . 12.0' EL. 10.5' L O N X NEST ELEVATION NEST �L�Y�TI01� o � tu SCALE: 1/4 = I'-0" t' O SCALE: I/4 I -O " 1, m z z N w O 4 Q) v = z m � 4 � ° a � Q 7`7"T I R c H i '" p C 'r 11, c. 1 TODD O'CONNELL,AIA 1200Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667, C(516)658-0325 r Jr 2"X&" ACO LEDGER W/ TECO � y0 2 11XV, R.R. 2 161, O.G. ti. I I1" '!, 12 2"X8" AGQ G.J. ® Ib" O.C. ASPHALT SHINGLES TO BE SELECTED OTHERS OVER 15# BUILDING FELT , 4x5 ALUMINUM GUTTER N/ 5x4 ALUMINUM LEADER LEADER TO BE SELECTED BY ONNER HURRICANE STRAP 111 (5) 2"X10" ACG to N N O z # � y b"Xb" AGQ P05T —1 DECKING TO SELECT z0 F.F.FL.EL.: 14.0 2"X8" ACO F.J. ® Ib" O.G. z � � a HURRICANE STRAP o w tu z ° (5) 2"X10" ACO 4" CONCRETE SLAB W/b MIL VB. ON 4" ui COMPACTED &RAVEL m o Q F 9 � �� zw�=zo=��� ON COMPACTED SOIL ;'_ b��X6 ACO POST a Q z m p 4,000 P51 CONCRETE * o o N F POUR SLAB TO ALIGN W/ EXISTING LOWEST GRADE VwL0��p0Wp LU0 NEW 12"0 SONO TUBE FILLED NEW 8" WIDE CONG. SOLID W/5500psi CONCRETE FOUNDATION WALL ON 56" - MIN. 48" BELOW&RADE(TYP) z 5:w z F WIDE x20" DEEP p v 5o"X30"XIS" D. o N°z CONTINUOUS CONCRETE �t 4 SPREAD FOOT I NG- TYP. � P. GONG. FTG. (TYP) . LE WR'V�w�WU1K� n I n0>W=OQu°�F LU jL I�uNOp4��v0° 5EGT I ON A-A SCALE: 1/4" = I'-0" oda~NO° o O 2"XIO" R:1DeE 2"X8" R.R. O 2"X6" G.T. 0 Ib" O.G.---\ ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT 4x5 ALUMINUM GUTTER N/ 5x4 ALUMINUM LEADER TO BE- SELECTED BY OWNER O lu,I ' — b �2"X4" STUDS ® I6" O.G. GARAGE (� " SHEATHING SIDING TO SELECT y 1�--1 IL FIRST FLOOR I— O EL. 14.0' Q LU l�l B.F.E. AE12 O �— EL. 12.0' O � z� G.F.EL.: 10.5 O NEW 5" WIDE GONG. FOUNDATION WALL ON 56" ^' z WIDE x20" DEEP ` CONTINUOUS CONCRETE (� SPREAD FOOTING- TYP. 1-1--1 O W SECTION 5-5r m z Z o to z SCALE: 1/4" = I'-0" v I 4 z -) N