Loading...
HomeMy WebLinkAbout41144-Z 'f Town of Southold 11/13/2018 P.O.Box 1179 53095 Main Rd 1 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40042 Date: 11/13/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1815 Arrowhead Ln Peconic SCTM#: 473889 Sec/Block/Lot: 98.-3-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/14/2016 pursuant to which Building Permit No. 41144 dated 11/4/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with 4 bedrooms, unfinished basement, front entry, raised patio, outdoor shower stall, screened patio with terrace above, recreation room over attached 3 car garage as applied for. The certificate is issued to Raia,Francis&Katherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0076 10/25/2017 ELECTRICAL CERTIFICATE NO. 41144 8/23/2018 PLUMBERS CERTIFICATION DATED 11/2/2018 WoshVe Pinto uth riz 'gnature _� TOWN OF SOUTHOLD � F��a BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41144 Date: 11/4/2016 Permission is hereby granted to: Raia, Francis 28 Eagle Ln Tappan, NY 10983 To: construct new single-family dwelling as applied for per SCHD approval. At premises located at: 1815 Arrowhead Ln Peconic SCTM # 473889 Sec/Block/Lot# 98.-3-13.1 Pursuant to application dated 10/14/2016 and approved by the Building Inspector. To expire on 5/6/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,611.20 CO -NEW DWELLING $50.00 Total: $3,661.20 BMCUAspector 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 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: A-F-"to H--,Z 'p PIE--60/ �(C� Ouse No. Street Hamlet Owner or Owners of Property: A-(=;2 Lc- Suffolk LLSuffolk County Tax Map No 1000, Section/ Block l�3 Lot Subdivision )L 'r C� � Filed Map. (�}10 Lot: I oo Permit No. '1 Date of Permit. Applicant: EEA14(J�2 kI— Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ Z// ApplicanTSiinat6re SO(/lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1 179 G Southold,NY 11971-0959 �� �O roger.richert(a)-town.southold.ny.us Own BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Francis Raia Address: 1815 Arrowhead Ln City: Peconic St: New York Zip- 11958 Building Permit#- 41144 Section. 98 Block: 3 Lot: 131 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor, DBA. Hart Electric License No 53959-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 84 Ceiling Fixtures 30 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 16 Wall Fixtures 15 Smoke Detectors 7 Main Panel 2-15 A/C Condenser 2 Single Recpt Recessed Fixtures 111 CO Detectors Sub Panel 100a A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer AppliancesN93 Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 2-15 Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: 300a underground service, 22-KW standby generator with 2-150A automatic trans switches used as"Main Service Disconnects",9-paddle fans,6-bath fans, 16-under cabinet lights,22-landscape lights, range hood, Notes. 4-combination smoke/co detectors, 16-ARC Fault circuit breakers,8-combination GFCI/Arc Fault circuit breakers. Inspector Signature: Date: August 23 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLD NOV - 2 2018 BOOING DEPT. TOWN OF SOUMOLD �K.. CERTIFICATION S Date: Building Permit No. 1 Owner: Q -(Please print) Plumber: I (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) { n� Sworn to before me this day of Ak 20.1(6 JA(VI1 1 Notary Public, 5LdLOJ LCounty i TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO 01 DW6306M QUALIFIED IN SUFFOLK COUNTY i COMMISSION EXPIRES JUNE 30,2QkR,_ f I ENEERGENCY SE CE joy: ' AIR C01�iDITIO�ItiG L_g DRAMS s9wzas • • • 33 • 734-5666 !T TO: 1703 Ll'MJC NZCK ROAD,CUTCSO GUE NY 11935 D . 196 �rvouAwA Ln , NOV - 2 2018 NY 1 1 9,S BUILDING DEPT. TOWN OF SOUTHOLD Pal UrLaA;c, 10 Lax& rlce� oLlt o% Y(On Nt�r CzWr Co(1064E '%0qS. OCT 2 5 2018 BUILDING DEPT. TOWN OF SOUTHOLD TV qlN� O��a SO(lTyo � <o N ie �o • io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION UNDATION 1ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI L) REMARKS: t11Hov, �1 tt"Q/V�1d✓ I Av -4y Kms. ark DATE t INSPECTOR 01A� �pF SOUTy �o • �o ly�0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: x DATE i L INSPECTOR qljq� OF SO�lyo COUIIf'l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 7RICAL (FINAL) REMARKS: b�lrzv%a 0[4 6 • DATE J INSPECTOR oF souryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &-" Ams24 15��nnri�a D V, 5664 1 vx o v DATE S ` INSPECTOR q,tlqq �qso TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f &jj(� PLftC7 4V'-.O- ehi444j� P(JIV-4 (tv,14 1014 ptviAkoh 0 9t✓ DATE �� INSPECTOR pf SO(/jyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR l l 1 -l 1 Of so(/T�o �ycourm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ I/OUNDATION 2ND ( ] INSULATION [VI FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: YQ 0,4/ 6I� t �(Fvl , ul r Com' n�`fi�ln, • --- DATE INSPECTOR%Jog--- qllqq o�Tyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ l FOUNDATION 1ST [V(ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA FINAL) REMARKS: AWL PIVVAYJ)'"jk DATE 7wj Mfg, INSPECTOR OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. 4041A [ ] 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: - OX, DATE Z �� INSPECTOR�1� �yOF soUThD * # TOWN OF SOUTHOLD BUILDING DEPT. `"cou�m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [VjFINAL e.6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1�SV4)t" Q( tvat4, VC-7 DATE INSPECTOR vv l II q ko KYNENE0 D THE EVOLUTION OF INSULATION NOV - 1 2018 INSULATION CERTIFICATE W SOUMoM This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s)has/have been installed. O LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑MD-R-200 0 MD-R-210 p Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- at inches Sloped Ceilings R- at inches !' C7� p Walls(location): R- F at inches '�Q<u ao Walls(location): R- FI at inches Floors(over an unheated crawl space) R- at inches GO Crawl Space Perimeter(Closed Cell) R- at inches Basement Walls R- at inches Other(location): it Infiltration Closed Cell R- at inches *Nominal thicknesses are representative of field,spray-applied foam material. lobsite Address 1815 Arrow Head Lane Peconic NY 11958 Date of Insulation Installation Dune 8th 2018 Building Contractor homas Bodo Carpentry Insulation Contractor lCary Insulation Insulation Contractor Phone 631)218-9350 Installed By William Kriz INSULATION CERTIFICATE • DO NOT REMOVE Please post near electrical panel. ICYNENE Inc. 6747 Campohello Road., Mississaugli ON 115N 2L-/ C-anich ICYNENE.CONI Building Envelope and Duct Tightness Report 2010 Energy Conservation Construction Code of New York State sections 402.4.2.1 and 403.2.2 Address of Test: 1815 Arrowhead Lane, Peconic NY 11958 Test Date: 8/1/2018 Building Permit#: Testing completed by: Chris Silvia RESNET Rater ID#: 4150294 Home Energy Solutions Inc. NATE ID#: PO BOX 1963 ICC ID#: 8417821 Huntington, NY. BPI ID#: 50021 631673-0664 Building Envelope Tightness Volume Calculations: Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 2,382 10.0 23,820 ❑ Sealed Attic 2nd 2,020 9.0 18,180 3rd 0 Attic 0 Total Volume: 42,000 CFM @ 50pa: 2234 Air Changes/Hour @ 50pa: 3.19 Code Compliance: PASS Duct Tightness : Post Construction Test - Leakage to Outside System#1: 1st Floor Duct Location: Basement Floor Area: 2,382 Leakage: CFM @ 25pa: 123 CFM/100 ft2 CFA: 5.16 Code Compliance: PASS System#2: 2nd Floor Duct Location: Attic Floor Area: 2,020 Leakage: CFM @ 25pa: 56 CFM/100 ft2 CFA: 2.77 Code Compliance: PASS System#3: Duct Location: Floor Area: Leakage: CFM @ 25pa: CFM/100 ft2 CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 as required by the NYECCC 2010, Section 402.4.2.1. The building duct and plenum system has been verified using instruments and procedures specified in ANSUASHRAE 152 and ASTM E1554 Test Method A as required by the NYECCC 2010, Section 403. 2 Signature: Date: d Chris Silvia, Home Energy Solutions Inc. 1 1 • • • NMI R- M • 1 0 NMI1-1,711m, F ha FOUNDATION (IST) FOUNDATION (2ND) All ROUGH FRAMING& PLUMBrNG i� / Mr , ul mu 11PA � 10 00m , INSULATION PER N.Y. STATE ENERGY 1: �:► �J • 1 its �IAll ADDITIONAL . ` [me arm,MR-14mmill"T minFeill N'_.-. i, TOWN OF SO UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILIANG'DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: ApprovedjLN-1 20& Mail to. Disapproved a/c Phone: Expiration 120 0 01VE Du g pec r OCT 1 4 2016 A LICATION BUILDING PERMIT BUMDING DEPT Date( 0E— �C TOWN OFsouTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regul ' ns,and to admit authorized inspectors on premises and in building for necessary inspections (Signatur&f apptiodnt or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Ow Name of owner of premises E-Pgq(,AGj � i�r`1 �� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done. House Number Street Hamlet County Tax Map No. 1000 Section Block (0 1j Lot i Subdivisiois �� Filed Map No. Lot 15-COI 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I(I-e `1l 1 b. Intended use and occupancy I F� (L::� 3. Nature of work(check which applicable): New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost V6-0 ,000 Fee (To be paid on filing this pplication) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars ,3 C,41— 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front IV Rear Depth Height Number of Stories __II Dimensions of same structure with alterations or additions: Front IV Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front q�� �J� Ej:::� Ream . '6=Depth Height 3'�).0to JT Number of Stories 9. Size of lot: Front Rear '260.Qq Depth 200 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P-C,5 -4o 12. Does proposed construction violate any zo ing law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES V NO 14. Names of Owner of premises Addresses tN4LC 11-11`(-E_Phone No. Name of Architect JbDD O"C:OOtjeL_, Address o Phone No lobf Name of Contractor VDa012Q Address Phone No. (A31 -- —4) 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___V' * 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 NO Y * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: ( ��T F being my sworn, deposes and says that(s)he is the applicant ame of indivi al 46ing contract)above named, (S)He is the (Con act Agent, Corporate Officer, etc.) of said owner or owners,and is duly-1 horized terform or have performed the said work and to make and file this application; that all statements contained in this application are to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application file herewith. Sworn to before me this day of 20 tary Public Signature of Applicant MICHELLE SIMPSON NOTARY PUBLIC STATE OF NEW YORK SUFFOLK CCJ2 UC. 1 S:,097359 COMM.EXP. John M.Bredemeyer III,President '*rj� SO(/Tyo Town Hall Annex Michael J.Domino,Vice-President ti0 l0 54375 Route 25 P.O.Box 11 Glenn Goldsmith l R Southold,New York 11971 A.Nicholas Krupsld ® Q Telephone(631) 765-1892 Charles J.SandersO Fax(631)765-6641 COU(1�Y,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 1, 2016 Mr. and Mrs. Frank Raia 28 Eagle Lane Tappan, NY 10983 RE: 1815 ARROWHEAD LANE, PECONIC :. SCTM#: 1000-98-3-13.1 Dear Mr. and Mrs. Raia: The Southold Town Board of Trustees has determined that there are no tidal or freshwater wetlands on the above mentioned property and therefore it is out of the Wetland jurisdiction under Chapter 275 of.the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. s y C 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer, III, President Board of Trustees JMB:dd Oct. 17. 2016 8:52AM No. 2073 P. 2 ' Scott A. Russell fe,0S S'7Cc01]�I��C��v'A�,IC)C1E�SUPERVISOR MCA�I��L��3rIEMIEMF s01.T!'FIOI A Towle HALL-P.O-Sox 1179 down of Southold�'53095 Main Road-SOTJiI'H01•p,1VkLV YORK 11971 -` 1 � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHUT OCT 18 2016 (TO BE COMPLETED BY THE APPLICANT) - -- _ M[D . TMS. --Mol=l"_ Y rAECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. I ❑ 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 i 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ❑� erosion hazard area. r E. Site preparation within the one-hundred--year floodplain as depicted on FIRM Map of any watercourse, ]❑ 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 itrim:red NO to all of the qu"Uoas aboyN STOP Complete the Appheant soWala below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a eomploted Check List Form to the Wiling Department witii your Building Permit,Appliontton. APPLICANT: Ww t'1)e f8n Proresstonal Agrni.Ce,ltroe+sc,6therl S-C T',PA- g- 1000 Aatc YY11 pQ, Mimi t I NAME! v o �catlon BiNk Lot POR BUILDING IN-TARTMENT I)K.0.RL1' Cnntuct Inrorniatl6ik �!' " �� <� Mrs mrnr� Reviewed By; Date; 10—( �� Property '�Addr� / Locatlon of Cornstrvctron Work: — — — — — — — — — — — — �- — — — — Q, Approved for proct;3uty Building Pci,init. 1r,Jl St lwa(er mmagement Control Plait Not hequircd. t �r 4.,u 5V f^ Stor rnwater Managenre+tit Control Plan is kequired (Forward to Engineering Depr1f ie)a roi Review,) FORM ' SMCP-'TOS MAY 2014 10/T0 Asvd SlV3ddd30GS9NIN0Z b90659LTE9 E5:L0 9TO6/LT/91 APPLICANT: S.C.T.M.": 1000 CHAPTER 23� tEYoporty owner, Eosaion t,Gntruter,Other) _12-�2m 0Stormwater Management Control Plan CHECK LIST Block Lot C S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Dat e �t The applicant must provide a Complete Explanation and/or Reason for not providing 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 YEa If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. 4 F= c. Existing-Natural& Man Made Features within 500 LF. of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. ring a -1560 before f. Existing& Proposed Contours of the Site (Minimum z Intervals) UL OdLIChil, OR ProvideEngineer's Certification g. Location of all existing& proposed structures, roads, that thedrainag-e has been install Cada- driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). EROSION&SEDIMENT CONTROLS k. Location of proposed Construction Entrance/Staging Area W. Shall include but not be limited 1. Location of proposed concrete washout area(s). A well m ' M. Location of all proposed erosion&sediment control measures. INGD 2. Stormwater Management Control Plan must include Calculations showingOF that the stormwater improvements are sized to capture,store,and infiltrate '-aeding of exposed and/or inactive suits. on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to. a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench dralrts,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) !� **** FOR ENGWEERIN ARTM U L YFel**** i 1 Additional information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — f Stormwater Management Control Plan is Complete. j Date: SMCP has been approved by the Engineering Department. KNOWNFORM * SWCP Check List -TOS MAY 2014 (mow-1+2 10"10 5Q.FT. X 2" = I-761 GU FT v v ca 12 USE &'0 X 6' DEEP DRAIN RING = 255 44 GU FT NOTES I BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' 0 ABOVE AVERAGE GROUND WATER ELEVATION. Z 2 BOTTOM OF DRYWELL TO HAVE MINIMUM 6 w PENETRATION INTO RATEABLE MATERIAL v 5 DR(NELL5 MUST HAVE A MINIMUM OF 5' OF O Q PERMIABLE MATERIAL AROUND THE 5TRUGTURE z O i= v IN------------ Z JT TO KEEP ON Si TE O wn O JU O (V I- m S IF O w .o Q S ARE REQUIRED INSPECTION TOS Engineering 60 before _ _ #yContact o Backfill,OR Provide Engineer's Certification w ____ - a has been installed to Code. -- - ,-- o o w that the drainage xx EROSION &SEDIMENT CONTROLS r 1 r Li Shall include but not be limited to: ION ENTRANCE-FOUNDATION OF COMPACTED BLEND ORN.Y.STATE D.O.T.APPROVEDR.CA A well maintained Construction Entrance, Min.)ABOVE EXISTING GRADE FORDRAINAGE. Wire Backed Silt Fencing, stabilization & A 11) Seeding of exposed and/or inactive soils. Q ^ w DLAN VIEW0< }- APPROVAL OF STORMWATER MANAGEMENT CONTROL PLAN -T Cod a 236 Date: of Approved by: LU EXISTING GRADE (1 O ��CONCTION ENTRANCE-FOUNDATION OF COMPACTED iF— • 3/4*STONE BLEND OR N.Y.STATE D.OT.APPROVED RCA O ^ FILLTOI87(Min.)ABOVE EXISTING GRADE FORDRAINAGE 111►— SECTION a- — d O )INSTRUCTION ENTRANCE o m �I SCALE:NTS I Z e Q Z Q�SU��at,��oG Town Hall Annex ��* Telephone(631-1802 54375 Main Road Fax(631)7349502 P.O. Box 1179 ,y Southold, NY 11971-0959 w BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: �0 OwnerTICI� Location of Property: Please take notice that the (check aappplicable line): 'f New residential structure Addition to existing residential structure Rehabilitation to an.exisbng residential structure to be constructed or performed at the subject prooertyy-reference above will utilize (check applicable 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 boams (F) Roof freimin , Floor (FR) Sign 7 Name (p . n submitting this form): Capaci (check applicable line): Owner Owner representative TrussResReglS.docx Effective 1/1/2015 i Town HO Annex 54375 Main Road T 1 P.O.Box 1179 &XAald NY 11971-0959 �.� � DI VAR 2 7 20» BUILDING DEPAKnWEW TOWN OF SOUTHOLD BUILDING DEPT. APPLICATION FOR ELECTRICAL INSPECTION TOWN OF SOUTHOLD I ' i REQUESTED BY: / r r. Date: 3 Company Name: 2 t ; Name: L Ucense No.. ME f �'- !,/es t- A.1 J1791 Phone No.: 6-71 - 7C.6- '-,1 .2 S-C/ - I JOBSITE INFORMATION: (*Indicates required information) ff *Name: Fr „k *Address: I/S i7 I/O�hG. L.►w 1't.��,,,� A/./ *Cross Street: Neck 4-N *Phone No.. 8`r!S- 558- 7 70;r Permit No.: y// yd2 i Tax-Map District: 1000 Section:--9 Y Block: 3 lot: I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ��. 4 / 7OP 4 (Please Circle All That Apply) j Is job ready for inspection: *Do-you need a Temp Certificate: YES NO Rough In Final (Ri NO Temp Information(If needed) *Service Size: 1 Pha 3Phase 100 150 200 350 400 Other *New Service: Re-connect round Number of Meters_, Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION G ti1V - n D , C (0 02'� u - B2-Request for Inspection Form Oct, 17. 2016 8: 52P.M No, 2073 P. 1 FAX COVER SHEET Todd O'Connell Architect, PC 1200 Veterans Highway, Suite 120 Hauppauge, NY 11788 tel: 631-650-6666 fax: 631-650-6667 Date 1 Q n I 14 To: CXtel-nj (j,eq , K)Al�AC-qe M1EA1 Fax number:(P�1 —7(6— 10� Re: ea, /T Fe,- (pUr4Cr= 1 15 A "D N FCC tAlG Pages: I p�c� Comments: Frank Raia, Esq. 1815 Arrowhead Lane Peconic, New York 11958 (845) 558-7707 February 10, 2018 Town of Southold Building Department Town Hall 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Re: Application for Building Permit Extension Address- 1815 Arrowhead Lane, Peconic, New York 11958 Permit Number-41144 Dear Sir/Madam: It is respectfully requested that the above-referenced permit be extended for a period of six months. It is my understanding that this permit can be extended to November 4, 2018 without an additional fee. ou4verymuch.F an aia, sq. CC: Thomas Bodo Contracti 25 Scott Drive VV LL55 D Melville, NY 11747 U FEB 1 6 2018 BUILDING DEPT. TOWN OF SOUTHOLD o� I £� N g Lot 10 I =g 54ibdivIsion - 1 go W „p,rrowheadAO Gove" s nE I-1-1.221 apq'5O 19.52 N84 0 3 > S 2 8 19 � _ Qg i�T O 7C O < p� 3 O R �i (J1FSL3 � IQ Lot 33 fl I o Lot I I o � 2 I tPosf — � � � — x _ - oy llo 029 g 9 a O _ _ s fTl fl � Lot 12 A oewy OAS y 7 HOOPS � $ r Z N �8 Q. 3 9 I A — — — — — — — — — — — — — — — — — — >an 21 7.6 tOjl s Q p ¢ o Lot 15 O c>n flZ-� Ill m y y� �n 126 y 136 14.14 588-42'20"w 20' 1' �2 � Lot 14 Lot 15 I 8� 1 � I SubdlVISIOn - Subdlvislon - I $ "Arrowhead Cove" I "Arrowhead Cove 99, NOTES AREA = 65,124 50. FT. OR 1.4950 ACRES m CAMPFIRE LANE 'SUBDIVISION - 'ARROWHEAD COVE"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON 'it_ .UNE 20,1968 AS FILE NO 5610 2 Z • VERTICAL DATUM = N.A.V.DATUM(1988) m Z O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET = STAKE FOUND 4 4 0 SURVEY FOR p 400 Ostrander Avenue,Riverhead,New York 11901 111651.127.2505 fox.g31 O144 admin® PunnIneei-I FRANG 15 RAI A 4 KATHERINE RAI A OU4 4 LOTS 1I, 12 d 15, "ARROWHEAD COVE"a at PeconlG, Town of Southold $� Howard W Young,Land Surveyor Suffolk County, Naw York o Thomas G. Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer TITLE SURVEY Robert G.Toot,Architect Grp W1 County Tax Map District 1000 section 98 Book 05 Lot 13.1 20 tm SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED .UNE 02,2016 l; __ MAP PREPARED .UNE 01,2016 $ e WE HEREBY CERTIFY TO FRANCIS RAI KATHERIN Record of Revisions RAIA, STEWART TITLE INSURAN COMPANY 6r RECORD OF REVISIONS DATE 3 MADISON TITLE AGENCY, LLC tAT THIS SURVEY WAS 14 PREPARED IN ACCORDANCE WITH THE E OF PF2AGTIGE FOR LAND SURVEYS ADOPTED BY THE NEW IRK STATE ASSOCIATION o OF PROFESSIONAL LAND SURVEYORS. 8� 50 O 25 50 100 g$ Scale: I" - 50' �I3 JOB NO.2016-0062 HOWARD W.YOUNG,N.Y.S. .NO. DWG.2O16_OO62_ts I OF I E PLOTTED BY:Diana Lopez PLOT DATE: Jun 08, 2016 - 11:14am DWG FILE: R:\2016\2016-0062\dwg\2016-0062-te.dwg HEALTH DEPARTMENT USE o� N I g w E � mo I = S � ° Lot 10 e> Subdivision - I 6 a = nA. d Cove" I s rowhea o (Vacant) i _ g Ix v V-% o ' ro 1Q.s2 N5,4'0q 150 a 03 Lo o 7. ,POT = m ro, z CD _w Nfl 3 0 9 3: 1V `N Lot 110 � 4 POSTIn w ria B 3 Z i WOODS \\ ob'E N -moi t>o z \� A G o T.H. — U1 d 1`o a Q p 1 �p a g �, s I _ _ - - - - - p ° o < �. - Q �► a i I — _ Q ' X19 :3 N a to c��N�S° s 3 �g I _ sANiT� 0u Lot 12 1 „L r •o I SYSTEM I � (2)8'DIA x -y 9,b,' I 9 ll 2m TEST HOLE I e'ED LP osE 0 3 r LP °,� � r 'Rio 6 O Ib.l,' pROppSlD I l0 n m B BY MoDONALD 6EO5CIENCE I > SCIS PATIO a iy u SCIPATIO n __ Q 7< O < m DATE: 6/14/16 LP • w w N 3 -U — N EL=IQ.O 0.0' I Z STj 24$ BROWN SILTY 51.00' _go SAND I 5. Tt9i 9ERVIGE ZAO' ,99' I u u _ i6 ym IbAO' t� PF ALE NE SAND I PROPOSED Lot 15 0 (SP) I DRIVEi TAY p fl Q O 3 2T 19.0' 0rr Z HIGHEST EXPECTED 0 I 1 GROUNDWATER EL=1.0 S 1261 i 4 I 0C 13.65 +4-74 555042120"w 200.OIT 'T7 z Lot 14 i Lot 15 - Subdivision o NOTES p tv Subdivision rr, I N - AREA = 65,124 50. FT. OR 1.4150 ACRESa O I "Arrowhead Gove" m -0 g� p "Arrowhead Cove' vN •5UBDIVISION - "ARROWHEAD COVE"FILED IN THE (Dwelling with PublIG Water) OFFICE OF THE CLERK OF 5UFFOLK COUNTY ON $O NOGant) LCS m p .UNE 20,14163 A5 FILE NO 3810 • VERTICAL DATUM = N.A.V.DATUM(14188) .�{T7 C" • GROSS FLOOR AREA X o PROPOSED FIRST FLOOR = 5.05-150.FT. Q C PROPOSED SECOND FLOOR = 2,681 50.FT. CA�MPF I I E LANE ic m = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET = STAKE FOUND -4!JU 51 �o SURVEY FOR p 400 Ostrander Avenue,Riverhead,New York 11901 tel.631 fax.651.121.01440144 admin®youngenglneering.com FRANCIS S RAI A4 KATHER I NE RAI A LOTS 11, 12 it 15, "ARROWHEAD COVE" J 4 4aat Peconic, Town of Southold �4x2 e9 Howard W.Young,Land Surveyor Suffolk Covnty, New York o Thomas G. Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer 10 BUILDING PERMIT SURVEY g> Robert G.Toot,Architect km County Tax Map District 1000 Section 18 Block 05 Lot 15.1 g o SURVEYOR'S CERTIFICATIOI!I- FIELD SURVEY COMPLETED JUNE 02,2016 g MAP PREPARED JUNE 0-1,2016 Record of Revisions y f" , RECORD OF REVISIONS DATE O f v ADDED BUILDING PERMIT DATA AUG.25.201 R _ o> > +j`f•/_rv- 50 O 25 50 100 8- 1" = 50' g:p c�,L�'� JOB NO.2016-0062 HOWARD W.YOUNG,N.Y.S.L.S.NO 458413 `, 'r.��1 DWG 20160062-.bpI OF 4 PLOTTED BY:Diana Lopez PLOT DATE Sep 08, 2016 - 12:13pm DW FILE: R:\2016\2016-0062\dwg\2016-0062-bp.dwg N D [9QRM 1 D JAN 18 2417 �g 1 p m W E I go 1g � BUILDIIIT+Q>�'• o TOWN OF SOUMOLD Lot 10 I S 5ubdivision - 11 Arrowhead 1 � g g N84° Oct O 3 eN li POBT LO C% TAE O 7<O < 21 a\l II Lot I I _ _4 POST 2 ;f 8� 1 ;w N , KS i Q fl 7 0 s� i y� rn 1 rZ Lot 12 �_ 11 ,640w� ------------------ a ' -------------------- 9 _ I a BBA' A nl o� I OA 3.2' Ib_t' E fl r -n JGa O n pO » 1'A n < 'r la d I Z S _ _ N fl 3 0 'f1 21 D ---- GI-------- ------- O -o 3 1 �Q _ 509 3.2 A_ ----� = — — — — 115' �� 1.9' 9.4 85 I x 1 O Q 1 O Lot 13 6 0 0 < Vir _ I m ► �T = 1 1 1 1 N I 1sees $ saa°42'2o"w Z00-41-1' I 1 � Lot 14 I Lot 15 i -2 O 5ubdivislon - 5ubdivision - =t OwhI "Arrowhead 00,10"e" I "Arroead Cove" � NOTES 51. AREA = 65,124 50. FT. OR 1.4950 ACRES g •5UBDIVISION - "ARROWHEAD COVE"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON19 120.UNE 20,1965 AS FILE NO 3810 Q I K « VERTICAL DATUM = N.A.V.DATUM(1988) CAMPF I I E LANE • GROSS FLOOR AREA PROPOSED FIRST FLOOR - 5,084 50.FT. eoe PROPOSED SECOND FLOOR - 2,022 50.FT. Z O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND SURVEY FOR p 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.1212505drainfax. 31erinO144 FRANC I5 RAS I A 4 KATHERINE RASI A� a" admlrl® ou n ineerl cora LOTS 11, 12 d 15, "ARROWHEAD COVE" at Peconic, Town of Southold i2 12 Howard W.Young,Land Surveyor Suffolk County, New York o Thomas G.Wolpert,Professional Engineer H Douglas E.Adams,Professional Engineer = FOUNDATION LOCATION SURVEY Robert G.Toot,Architect tpi County Tax Map District 1000 section 98 Block 05 Lot 15.1 y SURVEYOR'S CERTIFICATION, FIELD SURVEY COMPLETED � JUNE 02,2016 g� " MAP PREPARED .UNE 09,2016 8 Record of Revisions > 1 RECORD OF REVISIONS DATE 28 ADDED BUILDING PERMIT DATAAUG.25.2016 > AMENDED Bl11LDIN6 PERMIT DATA OCT. 12.2016 0> FOUNDATION LOCATION JAN.04,201 >m 50 O 25 50 100 0$ °1l Seale: 1" = 50' 1t ., _i' '"�..j6-.•�''', JOB NO.2016-0062 �^ HOWARD W.YOUNG,N.Y.S. 5.NO.45895 '�, ( ^ DWG.2016-006:2—foundationI OF 12 PLOTTED BY:Diana Lopez PLOT DATE Jan 04, 2017 — 11:47am DWO FILE: R:\2016\2016-0062\dwg\2016-0062—foundation.dwg O�55= y> 4� Lot 10 I WA E subdivision - s ead Cove" 1 mg p,rrowh I _ � _ o La q'50 � S N84°O _ e> 3 m POST l0 C% Q O g It 11 '1 � Q :3 r_ 1 i � ' g� C I i _ I o 1Zz1 Lot I I p 1 m �POST 4 fV/�7 N J , c ov o o 3W � { co 4' I c r woo N U 3 • VV MNERATOR - Q 3 I w rib ALot 12 8 _1 `E A9m G.uN9 ------21.4 --- -- _---- 0�fl rLL LPO 5� FFL _ yN i1Y 1 I� pv� > ° 15.61 LP20 N u 2nd sToRY OWK m 1� O < O g S LL 4'� u at o OVER 5l ASE PATIO Q 3 rn i ' 11.11 o Sl S � iu - - - - - - - - - - - 24 24 — — "— 2.11 9.5' 1 DELOIAN Qy K.OGK CURB r gv Lot 15 RGA DRIVEWAY ; O W t- N fl a I 1 Q o W C i O OO < 3 O I-t fTl w y� to ZI 1 z D _, `J200.41 588°42'20"W OCT 5 2018 Lot 14 1 Lot 15 O N Subdivision - 00 5ubdivl51on - I I 'i0 "Arrowhead Cove" "Arrowhead Cove Y4 NOTES GAMPF I RE LANE 4n AREA = 65,124 SQ. FT. OR 1.44150 ACRES SANITARY MEA5UREMENT5 m p� e SM121VI51ON - "ARROWHEAD COVE'FILED IN THE ^12 OFFICE OF THE CLERK OF SUFFOLK COUNTY ON A B m p JUNE 20,I4165 AS FILE NO 5810 • VERTICAL DATUM - N.A.V.DATUM(Ig88) ST 21.5' 42.5' g 49ROSS FLOOR AREA LPI 52' 52.5' PROPOSED FIRST FLOOR = 5,084 90.FT. PROPOSED SECOND FLOOR = 2,022 50.FT LP2 40' 45.5' z O = MONUMENT SET ■= MONUMENT FOUND 0= STAKE SET A= STAKE FOUND g SURVEY FOR N 400 Ostrander Avenue,Riverhead,New York 11901 ^ tel.631 2303 fax.651.929.0144 admin®youngenglneering.com FRANCIS RA I A 4 KATHERINE RAS I A admi M44 � LOTS II, 12 d 15, "ARROWHEAD COVE" ? 014 r o� of Peconla, Town of Southold g� Howard W Young,Land Surveyor Suffolk County, New York Thomas G.Wolpert,Professional Engineer y ,. Douglas E.Adams,Professional Engineer �.?mac FINAL SURVEY g� o Robert G.Tast,Architect p ". tm County Tax Map Dietrict 1000 section c18 Block 05 Lot 15.1 F' SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED JUNE 02,2016 g 4=.r. #;;■ a MAP PREPARED JUNE 09,2016 t'1.10 Record of Revisions y e ?� RECORD OF REV1510NS PATE o t t / ADDED SUILDIN&PERMIT DATA AU6,25.2016 AMENDED OUILDIN&PERMIT DATA OCT. 12.2016 �> /// FOUNDATION LOCATION JAN,04,2019 FINAL SURVEY SEPT. 1.2019 > LABE1LED WATER SERVICE OGT. q.2019 >� 50 0 25 50 100 g$ Scale: 1" = 50' JOB NO.2016-0062 n HOWARD W.YOUNG,N.Y.S.LS.NO.45M DWG.2016_0062_fs of 1 g PLOTTED BY:Diana Lopez PLOT DATE Oct 19, 2017 - 8:29am DW FILE: R:\2016\2016_0062\dwg\2016_0062_fe.dwg C�( REScheck Software Version 4.6.3 J Compliance Certificate Project RAIA RESIDENCE Energy Code: 2012 IECC Location- Peconic, New York [RCEVE Construction Type• Single-family D Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 9% Nov — 2016 Climate Zone. 4 (5572 HDD) Permit Date. Permit Number: gjJ"WGDWL TOWN OF SOMOLD Construction Site: Owner/Agent: Designer/Contractor: 1815 ARROWHEAD LANE FRANK RAIA TODD O'CONNELL PECONIC, NY 11958 1815 ARROWHEAD LANE 1200 VETERANS MEMORIAL HWY PECONIC, NY 11958 HAUPPAUGE, NY 11788 6316506666 Compliance: Passes using UA trade-off Compliance 4.6%Better Than Code Maximum UA. 611 Your UA. 583 Maximum SHGC. 0.40 Your SHGC. 0.27 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 Cont.Gross Area Cavity Assembly or U-Factor UA Perimeter Basement Wall 1: Solid Concrete or Masonry 1,737 15.0 1.0 0.051 89 Wall height: 9.0' Depth below grade: 8.0' Insulation depth- 9.0' Wall 1: Wood Frame, 16" D.C. 4,051 15.0 2.5 0.063 233 Window 1: Wood Frame:Double Pane with Low-E 360 0.310 112 SHGC: 0.27 Ceiling 1• Flat Ceiling or Scissor Truss 2,370 30.0 2.0 0.033 78 Floor 1: All-Wood joist/Truss:Over Unconditioned Space 2,370 30.0 2.0 0.030 71 Compliance Statement: The proposed building design described here is consistentwith t (ding plans, specifications, and other calculations submitted with the permit application.The proposed building has been de ' ne c meet the 2012 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requ' th ES eck Inspection Checklist 'CDp1> 0' Cd N tr 10 Name-Title Signature ate Project Notes: ti NEW 2 STORY RESIDENCE Project Title: RAIA RESIDENCE Report date: 10/27/16 Data filename: 0:\PROJECTS2016\Raja\Dwgs\RAIA.rck Page 1 of 1 HEALTH DEPARTMENT USE ea: ' 18 g�4LL K Y Z Npm� Z18 a 9`mD pp< L> p� T (4IQ ]1 Z>' �yiqy m Y� r O� 3 y� Q �E 12 V A,e 12 r ----- _- - . I 8 Iu{� I is I I i L-------•-J I t I - I I I i Ir t I I I l Qm C I 1 � + ' I 1 I •I I I I I I I I t ya �0 r------ ------- k ------ 7 I r----�--� -------------j L� j I ------- ----- ----- � II L-----------r. -- -� j---------_...- I ------ --- --J I oQ LLL,---------- ---------� �----. ------_ ^---�J �� 9 24 BASEMENT PLAN 8� J� v� pp� ZZ 00 �O i)O SURVEY FOR p 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.E neru fax.63112-1.0144 eoriingzom FRANCIS RA I A 4 KATHERINE 1241 A R �8 puq LOTS II, 12 4 15, "ARROWHEAD COVE" at Peconic, Town of Southold e Howard W.Young,Land Surveyor Suffolk County, New York Thomas 0.Wolpert,Professional Engineer Douglas E.Adana,Professional Engineer BUILDING PERMIT SURVEY Robert C.Tast,Architect 4 �f tID� County Tax Map District IOOO Section q8 Block 05 Lot 15.1 g c tp1 SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED JUNE 02,2016 g MAP PREPARED JUNE 0-1,2016 8 ;ry Record of Revislons RECORD OF REV151ON5 DATE ' ADDED BUILDING PERMIT DATA AU6,29,2016 FIR o> 44, Scale: I" = N.T.S. HOWARD W.YOUNG,N.Y.S.LS.NO 45849 A� �— i JOB NO.2016-0062 w DWS 2O16_OO62i7p OF 4 PLOTTED BY:Diana Lopez PLOT DATE Sep 08, 2016 - 12:12pm DWG FILE: R:\2016\2016_0062\dwg\2016_0062bp.dwg HEALTH DEPARTMENT USE _ Rm Sypoy CZ 22 KQ �o mo g> �g 8 e$ o� 22'-4' x (V m r7, 1 y� 5CREEN - PATIO PATIO / 9 I s I. Q w w — • - ------- -- • f1 7�111 LI 4-4-- U - T _$$ enrN ai KITCHEN M657m Foe-] BEDROOMJ--� 2 0 0 I 41 0 8 o m -------------- ------Jo.�. rn m,n 1 MUDROOM L— FOYER Ii I DINING - I go — I--JJI _ U /_ 1 zIVPY T, r- ®1.1 ;, —_ -------- ' (V N Q z >r fil o e.�• _ -- ® ® - PORTICO (1 ® ® �� 6-5' 10-0' z o 4$ z �y FIRST FLOOR PLAN aq� o� m�m N A v� m.1) on< Z Z p0 8 N 2 �n 9z; SURVEY FOR 1 A 400 Ostrander Avenue,Riverhead,New York 11901 N tel.651.121.2505 fax.651.121.0144 admiFRANCIS S RA I A 4 GATHER I NE RA I A n®youngenglneariaering.com �y e 4 +► LOTS 11, 12 4 13, "ARROWHEAD COVE" at Peconic, Town of Southold iR Howard W.Young,Land Surveyor Suffolk County, New York o Thomas c.Wolpert,Professional Engineer is Douglas E.Adams,Professional Engineer x BUILDING PERMIT 5URVEY � Robert G.Tast,Architect 4 T Ar tm County Tax Map District 1000 Section e18 Block 05 Lot 15.1 g y VA :3 FR SURVEYOR'S CERTIFICATION FIELD 5URvEY COMPLETED JUNE 02,2016 9 MAP PREPARED .UNE 0-1,2016 8 9 Record of Revisions y 13 r' RECORD OF REVISIONS DATE 4 0 ADDED BUILDING PERMIT DATA AUS.25,2016 �r > °y bj 3 s.s Scale: I" N.T.5. A / JOB NO.2016-0062 > HOWARD W.YOUNG,N.Y.S.LS.NO 4589$ �y'e J \.j\` DWG.2016_00627 OF 4 R\1 —) g "��` PLOTTED BY:Diana Lopez PLOT DATE Sep 08, 2016 — 12:12pm DWG FILE: R:\2016\2016_0062\dwg\2016_0062—bp.dwg HEALTH DEPARTMENT USE 5 54 <Q ag m� �5 �$$q 9� g� �m YFI� yTy O y o� Z �s K E It N �G 1 >FF LL o Ut' INISHED ___ BEDROOM 2, STORAGE y BATH BATH 1 n � kUt. J Lam UNFINISHED ,n pQ p rn tYJ _ o z 1 9 1 - BEDROOM,I o_TF __ _ORAC_ �0 0 O -- o ® 1 1 y ❑ ❑ ❑ °f3'-64 2'-b" i o �gg �9 C o QN, 2 mO _LLA Z y� 2R SECOND FLOOR PLAN >q o� �m v� m �K 2Z �O Sm 8 N 2 /�/a J 9"1 n SURVEY FOR 400 Ostrander Avenue,Riverhead,New York 11901 tel. a 631." fax. O144 adrain® ungengIneerinngcora FRANCIS RAI A 4 KATHER I NE RAI A �x LOTS 11, 12 d 13, "ARROWHEAD COVE" at Peconio, Town of Southold a� Howard W.Young,Land Surveyor Suffolk County, New York o Thomas G.Wolpert,ProPesslonal Engineer Douglas E.Adams,Professional Engineer BUILDING PERMIT SURVEY �� Robert G.Toot,Architect tA� County Tax Map DiWict 1000 Section 18 Block 05 Lot 15.1 o tm SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED .LUNE 02,2016 g MAP PREPARED JUNE 0'1,2016 Record of Revisions y RECORD of REVI51ON5 DATEOF o L-/ ADDED BUILDING PERMIT DATA AUS.25.2016 •, 1y'1 2 K Scale: I" = N.T.S. I� ._ -' JOB NO.2016-0062 HOWARD W.YOUNG,N.Y.S.LS.NO \ 1 ` : 9 3 IX// DWG.2O16_oO62�p 4 OF 4 y PLOTTED BY:Diana Lopez PLOT D3pm DWG FILE: R:\2016\2016_0062\dwg\2016_0062—bp.dwg GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES NYS ENERGY CODE COMPLIANCE CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg05.2 AIR LEAKAGE: CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE RESIDENTIAL CODE OF N.Y.S. -JOINTS, PENETRATIONS, AND ALL A f 4!87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR ALL SLOPED ROOF SHINGLES SHALL OTHER SUCH OPENINGS IN THE f1nI1 • p SHALL OBTAIN CERTIFICATE OF WITH 6 DUCT AND DAMPER EACH SIDE BE GAF-GLASS-A ASPHALT ROOF BUILDINGS ENVELOPE THAT ARE �' 4,14;IL OCCUPANGY. SUBSTITUTIONS SHOULD SOURCES OF AIR LEAKAGE MUST BE n, .".TODD O'CONNIILI FOR A TOTAL RECOVERY CAPACITY SHINGLES OR APPROVED EQUAL. A Fa c c h ,.� : c r 1, c NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM SHINGL.E5 SHALL BE APPLIED OVER SEALED. AUTHORIZATION BY THE ARCHIT�GT. �' C� Z w , 20 GFM INFILTRATION THROUGH THE 15# ASPHALT FELT WITH -RECESSED LIGHTS MUST BE TYPE IG z S O3° 52� 50 � � � � THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER RATED AND INSTALLED WITH NO `---' A O '�C;�3I30'C(;A 4ELL., IIA REASONABLY GLEAN AT ALL TIMES. PENETRATIONS, OR TYPE IG OR NON-IG f,. . ; i� ± tl.r..r. 1200 VeteransM� FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, I;`�'u, {�V t�:LI I00'IO �' , �morialHighway AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO NYS ENERGY VALLEYS AND FLASHING. ROOFING RATED INSTALLED INSIDE AN --- --I `- ✓' Suite 120 - q.qq CONTRACTOR SHALL REMOVE ALL CONSERVATION CODE. FIREBOX TO BE CONTRACTOR TO PROVIDE ALL APPROPRIATE AIR-TIGHT ASSEMBLY DATE: B.p 24 _ H Hauppauge,NY11788 WA5TE MATERIALS, TOOLS, RUBE315H, COMPLETELY LINED WITH FIREBRICK. FLASHING NECESSARY FOR A WITH 0.5" CLEARANCE FROM �� .... I ETC., GLEAN GLASS AND LEAVE WORK PROVIDE MIN. e," FIREPLACE WALL WATERTIGHT WEATHERPROOF JOB. COMBUSTIBLE MATERIALS AND 5" FEES/ �Bti': - Q5° rj- O IO__�_ - �'(6�'1)650-6666, BROOM GLEAN UNLESS OTHERWISE THICKNESS WITH 4" NON COMBUSTIBLE ROOFING IS TO BE AP-LIED IN STRICT CLEARANCE FROM INSULATION NOTi'-Y EUiLfJIi�� UL7NR , �=,�- Al - ( 1- f(5�1)650-6667; " SPECIFIED. THE CONTRACTOR SHALL FIRESTOPING BETWEEN COMBUSTIBLE ACCORDANCE WITH TI-E 765-1E 0' 8 A"! TO 4 PM FOR THE � � � � � _p _ �t516)..s�s-0325 _}; CARRY WORKMAN'S GOMPEN5ATION WOOD FRAME CONSTRUCTION. MANUFACTURES SPECIFICATIONS. VAPOR RETARDER: FOL LO',Vl.rG O ,;'.•:'v;-e+.r,*ir.r;.,,,;-..,ry-,,.;,:PiYr 'sfr:;.:`5 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL 5'UPPLY COLOR -REQUIRED ON THE WARM-IN-WINTER 1. FOUNOAT!31N - 714 7GEQ '^ N I ALL SHALL COMPLY WITH STAT)~ AND C r"�'U•Y`ED FOUNDATION WATERPROOFING SAMPLES GIS THE SHINGLES FOR SIDE OF ALL NON-VENTED FRAMED c> •� 1 �„t.�,.'a•, .'�r'' �,.��.=a��,,,,a�.U1• FOR , OURED CC,,CF,t � LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TROWELED OWNER'S APPROVAL, PRIOR TO CEILINGS, WALLS, AND FLOORS. 2. ROUGH - FRAMING & PLUi�"BiNG CONTRACTOR SHOULD FULLY WORK ON FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. 3. INSULATION _ ; IN-GROUND POOL AS DESIGNED BY I GUARANTEE H15 WORK AND THE MATERIALS IDENTIFICATION OTHERS. INSTALL PER MANUFACTURERS OF HIS SUBCONTRACTORS FORA S.S.G. 153 TYPE-I) MEMBRANE TO BE 4. FINAL - CONSTRUCTION MUST CONTINUOUS FROM TOP OF INSULATION -MATERIALS AND EQUIPMENT MUST BE BE COMPLETE FOR C.O. g WRITTEN INSTRUCTIONS. (UNDER I PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS INSTALLED IN ACCORDANCE WITH THE N SEPARAT' APPLICATION) COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE I�dSULATED WITH FOIL MANUFACTURER'S INSTALLATION ALL CONSTRUCTION SHALL MEET THE - OTHERWISE SPECIFIED. ALL WORK REQUIREMENTS OF THE CODES OF NEW I 32.0 - �' I ?! SHALL BE PERFORMED IN FACED FIBERGLASS BATT INSULATION INSTRUCTIONS. i BY JOHN MANVILLE OR APPROVED -MATERIALS AND EQUIPMENT MUST YORK STATE. NOT RESPONSIBLE FOR IN-CRO oilr �• ►� s ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD IDENTIFIED 50 THAT THE COMPLIANCE DESIGN OR CONSTRUCTION ERRORS. Po c}1 . PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, RM SIDE PROVIDE II/2" RIGID CAN BE DETERMINED. �o.is' I SANITARY AS DESIGNED BY INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION R502.15 OF THE WA OTHERS. INSTALL PER �` O' FOAM INSULATION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL - ( �= OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK „3= REOU AT WRITTEN yt STATE TO GUT OFF ALL CONGEALED FOUNDATION WALL. FROM FOOTING INSTALLED HEATING AND COOLING NG I �, ,,;, �, -,,. . � REGULATIONS. PROPOSED !. j' , I /PROPOSED d �/ AGENTS AND EMPLOYEES FROMI AND TO 6"BELOI� FINISHED GRADE UNLESS EQUIPMENT AND SERVICE WATER AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. DARE SHOULD HEATING EQUIPMENT MUST BE COMPLY WITHAL! ' AIC UNITS r; SCREENED% PATIO _ OUTDOOR _ _ JF /, PORCH. ; SHOWER CLEARING TO CONSIST OF NEW YORK , . %r, LOSES AND EXPENSES, INGLUDINlG AND HORIZONTAL). BE TAKEN NOT TO DAMAGE PROVIDED. S- ATE & TC4'; 'u „ �`'% -' REMOVAL OF ALL SHRUBS ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDAT1011 WATERPROOFING. -INSULATION R-VALUES AND GLAZING AS REQU+r;Ep qND ODES ;; ~ ;�,>;_' _ I' i i '� Y X `3 O0' �5O°' AND DEBRIS TO ALLOW FOR COINDITIONS 1,5.3Q' � m RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS U-FACTORS MUST BE CLEARLY OF 1 '�.X.%',i �, :fin h %:= to°• X f I NEW CONSTRUCTION. Ily OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED OLA55 WINDOWS AND DOORS MARKED ON THE BUILDING PLANS OR L y �:.x K - ^' 1 •q.67' .• r'; ?. " SUCH CLAIM, DAMAGE, L055 OfZ SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION SPECIFICATIONS. ---------- PROP OSED TWO l X `'% r EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL 8308 OF THE RESIDENTIAL GODS OF T AD � � X \ BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE / STORY RESIDENCE.! .�.. �� N.Y.S. ALL GLASS IS TO BE INSULATED DUCT INSULATION: � , AK OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLE55 OTHERWISE SPECIFIED. -SUPPLY DUCTS IN UNCONDITIONED `y;j%` i<�; y h-q'br o ( ✓' I Q DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLASS SUBce•ONTRAGTOR SHALL NOT ATTICS OR OUTSIDE THE BUILDING +Y•►.J.u�' Iu I <. >t n ' `216i' 'x '' r; � 2s.00 (OTHER THAN THE WORK ITSELF INSTALL GL.A55 UNTIL PROPER MUST BE INSULATED TO R-8. • �o.00 x 1 :!r.00 , � PORTICO � I (� i � Z INCLUDING THE LOSS OR USE PLUMBING GLEARANCE5 ARE PROVIDED. ALL -RETURN DUCTS IN UNCONDITIONED (, I O CONTRACTOR SHALL INSTALL WATER ATTICS OR OUTSIDE THE BUILDING l(1 ASPHALT RESULTING THERE FROM). (B) IS SLIDING GLASS DOORS; SKYLIGHTS � PROPOSED PROPOSED z CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY MUST BE INSULATED TO R-4. NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD CODE, SHALL BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED DRAINAGE INSPECTIONS ARE REQUIRED I WALK WAY DRIVEWAY d } CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED 5LA55. ALL GLASS DOORS SPACES MUST BE INSULATED TO R-8. Contact TOS Engineering at 765-1560 before n o I ° n�,L `v ANYONE DIRECTLY OF INDIRECTLY ALL WATER PIPING TO HAVE -RETURN DUCTS IN UNCONDITIONED BcckfUi,Qui Provide !~ngineer s Certification ° u., N GLEANOUTS AT ALL GRANGES OF AND WINDOWS SHALL BE INSTALLED IN that the drainage has been Installed to Code. I �Q Q w°_~4'ly,y EMPLOYED BY ANY OF THEM, OR STRICT ACCORDANCE WITH THE SPACES (EXCEPT BASEMENTS) MUST I ANYONE FOR WHOSE ACTS ANY' OF DIRECTION AND AT 5A5E OF � - MANUFAGTUr�;=S SPEGIFIGATIONS. ALL BE INSULATED TO R-2. I l� THEM MAY BE LIABLE REGARD!-ESS VERTICAL WASTES. USE 4" CAST IRON WINDOWS ARE TO BE CAULKED AND -INSULATION 15 NOT REQUIRED ON � OF WHETHER OR NOT I T 1 S CAUSED I N THROUGH FOUNDATION WALL PITCHED SEALED AS PER N.Y.S. ENERGY RETURN DUCTS N BASEMENTS. _- ---_-_Z -_- -_-_-_-_-_-_ _-_-_-_- N 0 I IT -,O w o<4 6 h o�� MIN. I/8" PER FOOT. TRAP/WASTEnn I - ----------------------------------- - ---�----------------� N, F d d u �,a PART BY A PARTY INDEMNIFIED CONSERVATION CODE REQUIREMENTS. R A _ -r" HEREUNDER. ALL MATERIALS, 51ZES FOR FIXTURES SHALL BE AS PROVIDE FLASHING PANS UNDER ALL DUCT CONSTRUCTION: OIJI/�` �` ° " ' 200.00 'su i-Q 7" �m� to FOLLOWS: O I 17 40 W ��5.17 ASSEMBLIES, AND METHOD OF SLIDER, DOORS, AND WINDOWS WITHIN -ALL JOINTS SEAMS AND us;: iC ' :'�' �''I,l� ' � (I)-)� I`-''��4' DISH WASHER I I/2" I` CONSTRUCTION INCLUDING BUT 1. 07 A 6" OF AN EXTERIOR SURFACE. ALL CONNECTIONS MUST BE SECURELY Y ,�r z ,��� ") ' LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2 ' `, n \, , ' EXTERIOR DOORS ARE TO BE FULLY FASTENED WITH WELDS GASKETS �- I'- ° ` ��E Ir,,_. Q-o o to v LAVATORY I/4" (ADHESIVES), YY��`��.i;� L_' t r I vA ,-u,�iyn?z�I-ou v I- BLOGK WORK, FRAMING, NAILING, 'z 3 d n.'��n u,�-�' r_ 0 WEATHER-STRIPPED. PROVIDE ALL MASTICS LUS- PLACING OF CONCRETE, ETC. ARE TO SHOWER 2° SCREENS AND HARLLWA.F:E AS MASTIC-PLUS-EMBEDDED-FABRIC, OR OF 0 ,' Y` A R R 0 N N E 11- l ui z-du,On �_�'dn BE CAREFULLY SUPERVISED BY THE TOILET 3 REQUIRED. r,Ll_ GLASS S TO BE FREE TAPES. DUCT TAPE SNOT iiUIRF-D - a `�' w o s,u,U,Liz�ondO� CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN OF SCRATCHES AND 11,1FERFEC7IONS PERMITTED. 'h IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4° ELS � '� �" `�� ��w '009 AND GUARA'VTEED BY THE EXCEPTION: CONTINUOUSLY WELDED �" ��° ' N~H SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST MANUFACTURER FOR A PERIOD OF NO AND LOCKING-TYPE LONGITUDINAL t>\ISP'ECTIUiv r=i UI �� pI �,° o ty y o_t u;O AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON LESS THAN YEARS. ,ALL WINDOWS TO JOINTS AND SEAMS ON DUCTS I- �^-OT �A � U1 n ~ly o FROM THE DRAWINGS AND PLANS WITH EASILY ACCESSIBLE BE ANDERS;:N !UNLESS INDICATED OPERATING AT LESS THAN 2'' w g ._ ° t-°w" u U, - wF_ -n� v SPEC,IFIGATION5 WILL NOT BE DRAIN DRAIN-COCK5. THE WATER OTHERWISE. (500 PA.) v,u 61 SCALE: 1 = 50'-0" Neu PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL -DUCTS SHALL BE SUPPORTED EVERY z } N o MINIMUM DESIGN DEAD LOADS AS PER ASCE '7-05 *_ z AUTHORIZATION OF THE ARGH1-11SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE PLUMRE! CERTIFICATION �� �'�NI.- K THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINT!<G :�.i' T, IPyING MANUFACTURER'S INSTRUCTIONS. ' ' �1 LOAD ud;) ,-f F RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND ON LEAD C,UrJTi-rd i h' (,i�E GOI�PONENT w w n n,d-r „ F O LO' 5 INCLUDED FOR THE -COOLING DUCTS WITH EXTERIOR ( F) �. 1-4 z _ , ,v r'-n GONVENIE;�. OF THE PAINTING INSULATION MUST BE COVERED WITH A CERTIFICATt=C "1 Y DRAWINGS WHICH MAY 8E NEEDED. REGULATIONS. APPROVAL OF ALL r � � - �ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRAC-' 3, AND ONLY AS AN VAPOR RETARDER. SOLDER l�v _L ;l,' VvAiLi-3 ZONING INFORMATION LOT GOVERAOU 11 G E I L IN G S ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION ,.:j'= THE TYPES OF PAINTS -AIR FILTERS ARE REQUIRED IN THE GYPSUM BOARD CONTRACTOR TO REMOVE & PRIOR TO CONGEALMENT. PRIOR TO SUPPLY SYSTEM C„NNOT REQUIRED � . �; VARIOUS SURFACES. IT RETURN AIR SYSTEM. _ TOY�IN OF 50UTHOLD BREAKDOI�IN GYPSUM BOARD RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT O"' THESE -THE HVAC SYSTEM MUST PROVIDE A EXCEED 2, 1 U OF ?;, L ;D, SECTION: q8 BLOCK: 03 LOT(S): 13.001 SUSPENDED STEEL CHANNEL SYSTEM 2.0 EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PRO'✓IDE A MEANS FOR BALANCING AIR AND SQ. FOOTAGE WITH NEW CONSTRUCTION. OWNER5 APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED WATER SYSTEMS. t •tl r-�•• _r-. ZONE: RES-40 f2EQUIRED PROP05ED LOT AREA 65,124 50.FT. G O V E R I NOS, ROOF, AND NALL THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED h LOT AREA 40,000 50.FT. 65,124 50.FT. ASPHALT SHINGLES 2.0 CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE TEMPERATURE CONTROLS: FRONTAGE 150 FT. 335.1"7 FT. SITE WORK OWNER FOR THE FULL DWELLING 3083 I GYPSUM SHEATHING, 1/2-in. 2.0 STAKEOUT 15 TO BE PERFORMED BY A AGCEPTABLm. -EACH DWELLING UNIT HAS AT LEAST & �• I - SUBGONTRAGTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO ONE TRERM05TAT CAPABLE OF TESTING oc, ,v vuv'citli G;, q FRONT YARD 50 FT. 50 FT. REAR YARD 50 FT. 88.31 FT. PORTICO b7 ✓ PLYWOOD (per /2-in.) 1.6 i- LICENSED SURVEYOR. STAKING AND CHANGED UNIT, LIGHTLY SAP�dDED SURFACES, WALLS, AUTOMATICALLY ADJUSTING THE SCREENED PORCH 361 2 LAYOUT ARE TO ESTABLISH ALL LINES SIDE YARD (MIN) I5 FT. 75 FT. RIGID INSULATION, 1/2-in. _ _ 0.75 DOORS, FRAMES, TRIM, AND BASES, SPADE TEMPERATURE SET POINT OF 51DE YARD (ACG) 35 FT. 250.28 FT. OUTDOOR SHOWER AREA 142 AND BENCHMARKS. VERIFY ALL- GIVEN HVAC ONE GOAT V100D FILLER OR 57AIN THE LARGEST ZONE. SINGLE-PLY SHEET WATERPROOFING MEMBRANE o.� DATA ON DRAWING5. IN CASE OF BUILDING HEIGHT 35 FT. 33.06 FT. PATIO 338 SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S LOT COVERAGE 20 % 7.63 % BITUMINOUS, SMOOTH SURFACE 0 DISCREPANCY, RECEIVE PROVIDE PROPER SUPPLY TO ALL EGGSHELL_ FINISH NON-YELLOWING ELECTRIC SYSTEMS: DO 1401' PROCEEDW�TH POOL 512 WATERPROOFING MEMBRANE 1.5 Q CLARIFICATION FROM ARGHITEGT ROOMS & CONFORM WITH ALL STATE POLYURETHr.NE. -SEPARATE ELECTRIC METERS ARE �11�1 1)5ILS�'��EY PRIOR TO PROCEEDING. EXCAVATE FRN POOL PATIO/ WALiGWAY 44"1 z AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT REQUIRED FOR EACH DWELLING UNIT. Rv.. ` � v4LOCATIO'�s TOTAL 4,11-70 FLOORS AND FLOOR FIN 5 H E S O I AND BACK FILL FOR WORK INDICATED t� PRIMER ANG TWO GOATS FLAT PAINT. Q����� D. ~ �rj,�y��:;.41�� PI�DY� LOT COVERAGE 7.63% CERAMIC OR QUARRY TILE (5/4-in.) � ON DRAWINGS. STOCKPILE TOPSOIL 16.0 EXTERIOR WOOD SURFACES- TWO FIREPLACES: ON 1/2-in. MORTAR BED OBTAINED FROM STRIPPING DRIVEWAY i AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. -FIREPLACES MUST BE INSTALLED 0 ` FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM WITH TIGHT FITTING NON-COMBUSTABLE HARDWOOD FLOORING, '1/7-in. 4.0 io EXCAVATED MATERIAL. NEW AND RIA AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZINC CHROMATE AND TWO FIREPLACE DOORS LINOLEUM OR ASPHALT TILL=, i/4-in. I.o O0 p O EXISTING BAGK FILL MATERIAL 1 TOPSOIL ARE TO BE FREE OF WEEDS, BE CON5TRUGTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. -FIREPLACES MUST BE PROVIDED NOTE: SUBFLOORING, 3/4-in. - 3.0 TREE ROOTS, ROCKS AND DEBiR15. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERI ,L SHALL BE OF BEST WITH A SOURCE OR COMBUSTION AIR, PROVIDE WOOD 5TRUGTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8 -O FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED FLOORS, WOOD JOIST (no taster) 2-in. 16-in. ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT I AS REQUIRED BY THE FIREPLACE � �� \ � JOIST SIZES (in.) p O.G. O.G. O � Q UNSUITABLE FOR BAGK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, D')TCH BOY. CABOTS, CONSTRUCTION PROVISIONS OF THE BUILDINGS. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACH � dl fa 1 SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLUSKY5, OR APPROVED EQUAL. BUILDING CODE OF NEW YORK STATE, MENT HARDWARE. ATTACHMENT HARDWARE TO BE IN COMPLIANCE WITH TABLE 2x6 6 5 0 0 PROTECT ALL TREES WITHIN EI - HT GDX DOUGLAS FIR PLYWOOD. GONTRAGTo-Z 15 TO PROVIDE THE RESIDENTIAL CODE OF NEW YORK 8501.2.1.2 OF THE NEW YORK STATE BUILDING GODS. (SEE BELOW) 2x8 6 6 FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES Of' ALL PAINTS AND STAINS STATE OR THE NEW YORK CITY (LIMATIG AND DEOORAFH1r, DESION r,RITERIA APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARGHiTSGT'S AND/OR OWNERS BUILDING CODE, AS APPLICABLE. - TAPLC RSO .2( ) Nl'S RESIDENTIAL GODS 2x10 -1 6 _ _ tu BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPRO`✓,Ai_. T ASL R501 .2.1 .22 : WINDBORNE DEBRIS PROTECTION FASTENING WORK. WRAP OR APPROVED EQUAL. BLOCK SERVICE WATER HEATING: SCHEDULE FOR WOOD STRUCTURAL PANELS GROUND SNOW LOAD 20 PSF 2x12 8 STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM HALL BOARD -WATER HEATERS WITH VERTICAL CEILING LIVE LOAD 20 PSF FRAME PARTITION S CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED ,',G PER St:GT10N 8702.5.2. PIPE RISERS MUST HAVE A HEAT TRAP FASTENER SPACING SECOND FLOOR LIVE LOAD 30 P5F WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R 02.3.6 OF THE ON BOTH THE INLET AND THE OUTLET AND DIAGONAL BRACING OF FLOOR RESICJENTIAI.- CODE OF N.Y.S. GYPSUM UNLESS THE WATER HEATER HAS AN FASTENER TYPE 4 FOOT ( FOOT FIRST FLOOR LIVE LOAD 40 PSF FRAME WALL 5 "DUR-O-WALL" REINFORCING EVERY WIND SPEED 120 MPI-! EXTERIOR STUD WALLS: THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLE'O.Akf" ,APPLICATION SHALL BE INTEGRAL HEAT TRAP OR IS PART OF PANEL 51 AN < PANEL SPAN < PANEL SPAN < < < SEISMIC DESIGN CATEGORY B ., UA LU LU SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOIN'` :�1''5TEM. ALL GYPSUM A CIRCULATING SYSTEM. _4 FOOT - C FOOT _ 5 FOOT x4 @ 16-in., 5/8-in. GYPSUM, 11.0 v PORTLAND GEMENT, ONE PART LIME UN5UPPORTED EDGES OF PLYWOOD. BOARD TO L;F 1/2" ON WALLS AND 1/2" -INSULATE CIRCULATING HOT WATER 2-1/2 C WOOD SCREWS 1011 12" �1 WEATHER INDEX SEVERE INSULATED, 3/8-in. SIDING PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILIN3` UNLESS OTHERWISE PIPES TO THE LEVELS ON TABLE I. - FROST LINE DEPTH 5 FEET _ 7- < u PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICA717P ;`IRISH JOINTS, J-BEADS. 2-I/2" 8 WOOD SCREWS 6' 12'1 TERMITE MODERATE TO H+rVY 12.0 1J__I 7- •---! l ) 2x6 @ 16-in., 5/8-in. GYPSUM, PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMr"LL: CORNERS AND EDGES CIRCULATING HOT WATER SYSTEMS: INSULATED, 3/8-in. SIDING rly CORNERS. WHERE FLUSH FRAMING SHALL E>E 7-,-',F'ED AND RECEIVE THREE -INSULATE GIRGULATING HOT WATER DECAY SLIGHT TO MODEeRATE (- i I II OCCURS, USE MIN. 16GA SHEET METAL GOATS OF �,oiNT COMPOUND. ALLOW PIPES TO THE LEVELS ON TABLE I. ICE SHIELD UNDERLAYMENT REQUIRED YES EXTERIOR STUD WALLS WITH BRICK VENEER 4ER. CONCRETE FLOOD HAZZARDS AS PER FEMA MAP * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS T(-, DRY BETWEEN GOATS. TAE3LE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES ta-! 'I ' SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOA i• TO BE SANDED SMOOTH. HEATING AND COOLING PIPING PLASTER, ADD 5 ib/ftp FOR EACH FADE PLASTERED. VALUES IL-1 TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL GO1�i•E8 BEAD TO BE USED ON INSULATION: INSULATION THICKNESS IN INCHES BY PIPE SIZES GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A (� MINIMUM 2 2X6 UNLESS ALL O'JT51PE CORNERS AND AROUND -HVAC PIPING CONVEYING FLUIDS HEATED WATER NON-GIRGULATING RUNOUTS CIRCULATING MAINS AND RUNOUTS NOTE: CONSIDERABLE RANGE OF WEIGHT FOR THE SAME GONSTRUGTION. AND FALLING. NO CONCRETE SHALL SHALL BE / o FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PRESUMPTI\''E LOAD ^ i G ABOVE 105 F OR CHILLED FLUIDS BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AT "000 LB5 BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPCNIN:y... TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 � ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL BELOW 55°F MUST BE INSULATED TO ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS` AS PER O - WITHOUT WRITTEN PERMISSION OF THE BE 5 1/2". USE DOUBLE JACK 5TUD5 ELECTRICAL THE LEVELS IN TABLE 2. 170-180 0.5 . 1.5 25 PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK :HALL COMPLY WITH THE 140-160 0.5 0.5 I.O 1.5 SOIL MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, FOS: TABLE R501.7 OF THE RESIDENTIAL CODE OF NEW YORK MIN. 3,500 F.S.I. AT 28 DRYS & 4,000 LENGTH. SEE NAILING SCHEDULE WHICH NATIONAL ELECTRICAL GODS AND ALL NOTES: 100-150 0.5 0.5 0.5 1.O ALTERNATIVE FOOTING AND FOUNDATION WALL DESIGN 5TRUGTURAL MEMBER ALLOWABLE PSI FOR GARAGE SLAB. PROV IDE ALL REFERS TO NEW YORK STATE CODE STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO DEFLECTION11 n v SLEEVES AND FOUNDATION VENTS AS 8.506 4 R-507 CODES AND REGULATIONS. ALL THE START OF WORK. WAF,\-1 ROOF SNOI� LOADS TOLD ROOF SNOW LOADS RAFTERS HAVING SLOPES GREATER THAN 5/12 L/180 U-I REQUIRED BY NY5 CODE. UNLESS CIRCUITS SHALL BE MINIMUM 15 AMP. AS PER A5CE 7-05 AS PER ASCE 7-05 WITH NO FINISHED CEILING ATTAGHEID TO O INDICATED, ALL FOUNDATION NOTE: POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TAE3LE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES RAFTERS FOOTINGS ARE TO BE A MIN. 8" DEEP THIS BUILDING HAS BEEN DESIGNED A5 AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN SLOPE GS GSL LIVE LOAD SLOPE G5 GSL LIVE LOAD INTERIOR WALLS AND PARTITIONS H/180 (� z PROJECTING 6" ON EACH SIDE OF THE PER THE AMERICAN FOREST AND BE LOCATEC� 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE 3:12 (0.85) X (20 PSF) 17 PSF 3:12 (1.0) X (2C PSF) 20 PSF FLOORS AND PLASTERED CEILINGS L/560 Q O DEFORMED BARSFRMCONTINUOS I TIN�HE AND FRAME CONSTRUCTION MANUAL ALL SWITGHfrD TO BE LOCATED 36" TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2 5" TO 4" 4:12 (0.8) X (20 PSF) 16 PSF 4:12 (O.c74) X (20 PSF) Icl PSF ALL OTHER 5TRUGTURAL MEMBERS L/240 Q PAPER ASSOCIATION AFffFA WOOD FLOOR UNLE`)S OTHERWISE INDICATED. ROW5 OF SHELVES. FOOTING. ALL 4" THICK GONGR,ETE FOR ONE AND TWO-FAMILY ABOVE THE FINISHED FLOOR UNLESS 3• DOOR TRIM AND BASE MOLDING HEATING SYSTEMS 5:12 (0,74) X (20 PSF) 15 PSF 5:12 (O.q) X (20 PSF) 18 PSF EXTERIOR WALLS WITH PLASTER OR `STUCCO FINISH H/560 SLABS TO HAVE 6X6 10/10 WELDED DWELLINGS (ANSI/AF$FA WFCM-2001) OTHERWISE Ih1DICATED. SUPPLY AS SELECTED BY OWNER. LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 6:12 (0.67) X (20 PSF) 13 PSF 6:12 (0.82) X (20 PSF) 16 PSF EXTERIOR WALLS - WIND LOADSa WITH BRITTLE L/240 p WIRE REINFORCING. ANCHOR BOLTS IN RECOMMENCE=D LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 .0 1.0 1.5 7:12 (0.6) X (20 PSF) 12 PSF 7:12 (0.74) X (20 PSF) 15 PSF FINISHES w W CONCRETE SHALL BE HOOKED 5/8" X NOTE: ALL NON-ENGINEERED LUMBER FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE 8:12 ' (0.56) X (20 PSF) II PSF 8:12 (0.67) X (20 PSF) 15 PSF EXTERIOR WALL5 - WIND LOADS WITH FLEXIBLE L/120 `� 0 12" AT MAX. 3' O.G. PROVIDE BI1TUMEN TO BE DOUGLAS FIR #2 OR BETTER FAUCETS TO BE SUPPLIED BY OWNER (FEED WATER) ANY 1.0 1.0 1.5 2.0 �f:12 (0.51) X (20 PSF) 10 PSF X1:12 (0.6) X (20 PSF) 12 PSF FINISHES AND INSTALLED BY CONTRACTOR , - EXPANSION JOINTS BETWEEN SLABS COOLING SYSTEMS 10:12 (0.48) X (20 PSF) 10 P5F 10:12 (0.58) X (20 PSF) 12 PSF NOTE: L=SPAN LENGTH, H=SPAN HEIGHT Q 0 AND FOUNDATION WALLS. tX 0 z 5. FINISHES TO BE SUPPLIED GRILLED WATER, REFRIGERANT 201-250 I.O 1.5 1.5 2.0 11:12 (0.44) X (20 PSF) q PSF 11:12 (0.5?) X (20 PSF) 10 PSF a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 iii .� BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 12:12 (0.38) X (20 P5F) 8 PSF 12:12 (0.44) X (20 PSF) a PSF TIMES THE COMPONENT AND GLADIDING LOADS FOR THE # PURPOSES OF THE DETERMINING DIEFLEGTION LIMITS HEREIN O Q v (X r Ji n~, OWNER: FRANG15 AND f<ATHERINE RAI/ ADDRESS: 1,515 ARROWHEAD LANE O o Oii ,AODH1TfCT PLCL Io5FEGONIG, NEW YORK TAX MAF #: D.1000 5.1 Pa E3.05 L.IS.I am ... SITE AREA: X5,124 SQU?�RE FEET 70D®O'eOluwELL,AIA •� --�� ,, ;� .. .. 12001/eterans Memorial Highway 24" _ _ —_ _ �- .1�. .... =— — — — 11 1 .41 50 ?OGRES 'suite 1201 ..... . Hauppauge;NY 11786 GLEARINC LIMITS: 55,000 SQUARE FEET = ,(631)650666 _ � era " " '� �' 11 I F,-(631)650-6667. . R11"aaC(515)658=0325 . — —_---—= am ON on .. .� .. —�, —..�� _ 1r mt'mx as u7ti& s` "YN.}M F s / _ M, am sonso AREAS No No a � AND/OR SILT OF HAY BAIL AND/OSILT � � ����, ; �� 4 •< 1 LU, FENCING. i' II DRIVEWAY AND WALKWAY 2600 S.F. ' 1 � �% 1' I ROOF: 5444 S.F. • I 1 �� IN-GROUND POOL AS DESIGNED BY II FATIO: 557 S.F. 1 OTHERS. INSTALL PER MANUFACTURERS ` 11 FOOL AFEA: X17 S.F. WRITTEN INSTRUCTIONS. (UNDER ` 1 Z SEPARATE APPLICATION) 1 II NO WELLS WITHIN 100 FEE ' T TOTAL: 7 � ,2 ,5 S.F. �� w I CD I ----TRENCH RAIN - ----------- / 32.00 ' I N-GROUND o 1 POOL 16 11 13) ` CLEARING �"'-s % 411PERVG 70.75' SANITARY AS DES I C NED BY � 1 LIMITS P (55,000 SF.) F 11 OTHERS. INSTALL FEr I 1 S.G.D.O.H. WRITTEN _ 22.33' .� II F ' 1 - I REGULATIONS. PROPOSED PROPOSED I 1 LU AIC, UNITS rSGREENE0) ' PATIO OUTDOOR -I FORTH j' GLEARINC TO CONSIST OF o }� PORCH SHOWER I 1 ❑ ///,!' 0' I REMOVAL OF ALL SHRUBS z t /\ 56.67'' i \ i I I if �>',.` F„\�,` /� '.'\ r 23.00 75.00' AND DEBRIS TO ALLOW FOR F �,;yV ',`r� �, �, fix- m ;h, ",?` PITCH 1 NEW GONSTRUGTION. % >\/'` i X,"\ �; \` ,/��, '`,/ ru, \nim\\/ `i II Q Z~1-I-n-ui,Y 1 r' =w°-= < PROPOSED TWO x� �`t IL,-wva°ui�w f., /.. � r l� �� i�•, o � I LINE OF HAY BAIL = SITE DRA I NAGE GALGULATI ONS a�o� n i6 Y ��; .STORY RESIDENGE ,f \�` �,/ ./u> I,� 1 AND/OR SILT FENCING. n� ILI X//\\ V �< \/, -) �� Nx �` '\ ' \/� ` q.67' ,�'.♦ . PITCH II DW-I f) 1 O. ROWN SILTY ` Okr'�23. ,! 1 11 = POOL 'v-'�z° w v B 1 - ,17.00 ,�ri �a w�-��2N°pw�Ui (SN) SAND �— 1111 .. ° ♦ II 3 O' ♦ PORTICO i USE 8 (P x q DEEP DRAIN RING = 380.16 GU.FT'.. zo I ` PIITGH, 1 1 I DW-2 �,o>>z °0No� t 1 PALE BROWN ♦ ;' PROPOSED �I I 1070 SQ.FT. X 2 ° 11 = 17cf GU FT (SP) FINE SAND ♦ PROPOSED ASPHALT 1 12 N w a o z o WALK WAY -d DRIVEWAY I USE 8'(V X 6' DEEP DRAIN RING = 253.44 GU.FT. " w�'w w VA-4 � -, w II t111L IX 2~ w v tP w / I 1 w�'U3u,�lu_vaaN o I ♦ O I 13-TO SQ.FT. X 2 ���0oQQ0.UZo } z = 228.3 GU FT �=uwoa=No- z � I TEST HOLE ♦ Q II � I a �amulo°'- [A o II 12 oQ �Q�uQ� o 4 1-1.0' 1 USE 8 �P X 6 DEEP DRAIN RING = 253.44 GU.FT. w u,v p w z Q ua 1 I HIGHEST EXPECTED 1 V a GROUNDWATER EL=1.J' 1 PITCH �no�To° Q 11 o1 -71 ,40 I i i I � DW-4 -+--- - - - - _ _ � MeJ�� - �l- O I � `4O W 1070 5Q.FT. X 2” = 1"1Q GU FT 20.84 - - - - - - - - -7`�'- - - 12 v v � i o 1-11 I �� �� � 555 . 17 �� • I � I USE 8'� X 6' DEEP DRAIN RING = 253.44 GU.FT. 5TORMNATER MANAC EMENT CONTROL FLAN NOTES: SCALE: I" = 20'-O" I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' ABOVE AVERAGE GROUND WATER ELEVATION. H 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' z I N H E A A PENETRATION INTO RATEABLE MATERIAL. � 3. DRYWELLS MUST HAVE A MINIMUM OF 3 OF O - PERMIABLE MATERIAL AROUND THE STRUCTURE. Q z O j 50' MIN. ~ v CLEAN SAND SHOULDER �� AREA. TYPICAL EXISTING ASPHALT 18-0• IMAX• C.to BUT SUFFICIENT TO KEEP SEDIMENT ON SITE � ROAD SURFACE. C. FLOW ]L_ HAY BAIL. AND/OR Q �GRADE / \ \ 2SILT FENCING l) Q Z GRADE p Qa a 0U. ' i W D 4°� O D Q 0 CLEAN GRAVEL FILL o a 6• MIN. o O O �Q� o O p o FILTER CLOTH D o D 0 o °o 0° SLOPE 4.. VERTICAL /� y, o I \cy. a D ° K UNEXCAVATED SOIL O _ __ __ 4 __ _ ___ w - -Z oFACE Q I � > O o o ---O � o> ° 0o � o I � o �w ooh°o° a0 0 0° Ill=11111 1 �� w o°0 ° 0ao o� =1 PERSPECTIVE VIEW 4� BEDDING DETAIL Illl1-1111V11ll- _; 8-THICKPRECAST FRENCH DRAIN DETAIL CONCRETE TRAFFIC EXISTING GRASS ANGLE FIRST STAKE TOWARD ��— ' 'z 36" MIMIMUM 2 x 2 LU LH BEARING SLAB. Scale: NTS SWC AREA L ` �j \ CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED Z GRASS SHOULDER PREVIOUSLY LAID BALE. �� �❑ f—' L FENCE POST ' l 3/4'STONEBLENDORN.Y.STATED.O.T.APPROVEDRCA i i \ FILLTO18•(Min.)ABOVEEXISTING GRADE FOR DRAINAGE �< 0) AREA. TYPICAL CAST IRON INLET � j/ f-� \ ° GRADE GRATE 6 FRAME GRADE W ����% �L �' ,�— WOVEN WIRE FENCE 7 ® FLOW G 6 x 6 - 10/10 WWF Q L � � !I — Q— = 1 1=11111-11111 FILTER CLOTHLU JU I PLAN VIEW ITIII- ®®® FQ � z ,�\ z, F ®® ® ��/__i / � ��D EXISTRIG GRADE ❑ ®® ®j ® CLEAN SANDA. �-- BOUND HAY BALES EMBED FILTER CLOTH 11 F (� ®®® ® ® GRAVEL �� �r PLACED ON CONTOUR MIN. 6" INTO GROUND Z R o a o METER[8'DEEP � ^ `� � 8'DIA � -� CC l 1 I'DIAM TCONCRETE / n G CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED �J ®® ® ® LEACHING RING. Z_ 4„ - HAY BAIL AND/OR 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED RCA CIL 2 RE-BARS: STEEL PICKETS OR FILL T018•(Min.)ABOVE EXISTING GRADE FOR DRAINAGE ++1 ®® — r SILT FENCING 0 q ®® ® = 2" x 2" STAKES 1.5' to 2' IN GROUND. NOTE: ®® III= DRIVE STAKES FLUSH WITH TOP OF MAXOMUM DRAINAGE AREA CROSS SECTION =1 1 1/2 ACRE / 100 LINEAR FEET — z Illll-�11111 HAY BALES. CLEAN SAND&GRAVEL =111 11 C/ Q « GRouwD ANCHORING DETAIL 4 _ SECTION DETAIL WATERT 2'-0"Min. B'-0-Dia. 2'.a*Min. STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE o Typical Section Leaching Pools SILT FENCE DETAILS SCALE: NTS ~ N � p � SCALE: NTS Z - GRASS SWALE DETAIL Scale: NTS SCALE: NTS < O z_ wtu _j K p 4 0 Q TABLE 3.11 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TABLE 5.178 SEGMENTED 5HEARWALL 51DEWALL SHEATHING REOUIREMENT5 !Y[ TABLE 5.1 NAILING SCHEDULE AS PER ANSI/AF$FA WFGM-2001 AS PER ANSI/AFSPA WFGM-2001 AS PER ANSI/AFSP.A WFGM-2001 NUMBER OF STRUCTURAL SHEATHING OR PANEL SIDING THREE SECOND GUST E NUMBER OF NAIL SPACING JOINT DESCRIPTION NAIL SPACING 110 120 MAXIMUM NAIL SPACING FOR 8d COMMON WIND SPEED (MPH) COMMON NAILS 4 JOINT DESCRIPTION , STUD SPACING COMMON NAILS SHEATHING LOCATION NAILS (INCHES, O.G.) SHEAR WALL LINE MIN. LENGTH OF FULL ROOF FRAMING FLOOR SHEATHING (INCHES, O.G.) BUILDING END WALL :, x�., 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON ';4, :.4F . � "41k, STRUCTURAL PANELS LENGTH, W (FT.) 23''s RAFTER TO TOP PLATE (TOE-NAIL777�5 8d 6" EDGE d 12" FIELD E F E F zrouo o'cor�Nt�� I INCH OR LESS 12" O.G. 6 12 6 12 BUILDING 51DEWALL. L (FT.) •n R c ti i T e c r a.C. 12" O.G. SPACING (2) 8d FER RAFTER RooF a cEILiNO 12 1.6 I.q(2) 8d GREATER THAN I INCH lod 6" EDGE / &"'FIELD 4' EDGE ZONE 216 2.1 2.6 DIAGONAL BOARD SHEATHING 16" O.G. 6 12 6 12(3) Bd 20 2.7 3.2 TCDD©'Ct}1V1dt�LL,ASA I&' O.G. SPACING PER RAFTER "x&" OR I"x8" (2) 8d PER SUPPORT INTERIOR ZONE 16" O.G. 6 12 6 12F' 28 5.8 4.5 120neVeteransMemorialNighvuay 12" O.G. 6 12 6 24 5.2 3,8(5) 8d (3) 8d PER SUPPORT ;.. ;sY 52 4.3 5.1 'Sults 720, WALL HT. I"xl0" OR WIDER CEILING JOIST TO TOP PLATE (TOE-NAILED): STUD SPACING MINIMUM NUMBER OF 8d COMMON 12" O.G. SPACING 8 (2) 8d PER J015T I. NAILING REQUIREMENTS ARE 5A5EDON WALL 5HEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING SIZE ; _" 36 4.8 5.7 Nauppauge,Nl"11786' 10 (2) 8d SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SHEAR CAPACITIES, NAILING REQUIREMENTS (INCHES, O.G.) NAILS PER SUPPORT 40 5.4 &.4 FOR STRUCTURAL MEM5ER5 SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH A5 SHEAR PLATES, SHALL BE USED 1x6 OR Ix8 SHEATHING 12-Iq.2 2 2 50 &.7 8.6 -P,(631)650-6666 I&" O.G. SPACING 8 (3) 8d PER J0157 60 8.0 01.6 {631)65D-6667 TO MAINTAIN LOAD PATH. xIO OR LARGER 70 01.4 11.2 10 (3) 8d 12-101.2 3 3 80 10.7 12.8 :P {51i)65$-Q325 "4g ROOF SPAN SHEATHING CEILING JOIST TO PARALLEL RAFTER (PAGE NAILED): 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE ROOF, cEILINe, a FLOOR 20 5.6 6.6 pSF 12'-O" 24'-0" �6'-0" REDUCED TO I-16D NAIL PER FOOT. E = NAIL SPACING AT PANEL EDGES (INCHES) •.�„� +� WOW 24 6.7 7.q :• GROUND SNOW LOAD 20 12" O.G. SPACING 3:12 PITCH (4) ad (7) Ibd (Io) Ibd EACH LAP F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) d (13) Ibd EACH LAP 3. CORROSION RESISTANT GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHEGK IBC FOR ADDITIONAL 28 7.8 01.2 `' ` ''°'" '" �``''_' r I6" O.G. SPACING 3:12 PITCH (5) Ibd (q) 16 I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 32 8.01 10.6 REQUIREMENTS. 11 ATTACHMENTS SHALL BE USED 56 12" O.G. SPACING 4:12 PITCH (5) Ibd (5) Ibd (8) Ibd EACH LAP O.1 RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 5.4A ANSI/AFSPA WFGM-2001): 40 I 13.2 `, T (4) Ibd (7) ad (10) Ibd EACH LAP "' I&" O.G. SPACING 4:12 PITCH I. PER5GRIFTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 M TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO BTUDFRAME i 50 13.7 16.5 MEMBERS WITH G > 0.401. �' -' `,� ,-- • , (5) loci (4) Ibd (6) Ibd EACH LAP 60 16.7 101.8 _ r 12" O.G. SPACING 5:12 PITCH �, FOR FRAMING MEMBERS WITH 0.42 < G <0.4q, THE NAIL SPACINGS SHALL BE REDUCED TO & _ 16" O.G. SPACING 5:12 PITCH (5) Ibd (6) Ibd (8) ad EACH LAP 2. TABULATED CONNECTION REQUIREMENTS ASSUME. A BUILDING LOCATED IN EXF0 URE B - INCHES O.G. ��' �� 70 101.4 23.1 (5) ad (5) Ibd (5) Ibd EACH LAP 5 WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 80 22.2 26.4 12" O.G. SPACING "1:12 PITCH 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED T05E ROOF,cEiuNO, a 2 FLOOR 28 11.8 14.0 16" O.G. SPACING "7:12 PITCH (5) Ibd (4) Ibd (6) Ibd EACH LAP AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 5UB5ITUTED FOR COMMON NAILS 32 13.5 16.0 12" O.G. SPACING 01:12 PITCH (5) Ibd (5) 16d (4) Ibd EACH LAP 4. TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING 16" O.G. SPACING 01:12 PITCH (3) Ibd (5) Ibd (5) ad EACH LAP J015T WHEN FASTENED TOA 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x& TOP PLATE 4. TABULATED NAIL 5FAGING A55UME A BUILDING LOCATED IN EXPOSURE 5. 36 15.2 18.0 40 16.8 20.0 12" O.G. SPACING 12:12 PITCH (5) Ibd (5) Ibd (5) Ibd EACH LAP RIDGE TENSION STRAP CONNECTION (TABLE 5.&A AN51/AFSPA WFGM-2001): 16" O.G. 5PACING 12:12 PITCH (5) Ibd (5) Ibd (4) Ibd EACH LAP 50 21.1 25.1 ROOF SPAN I. TABULATED CONNECTION REOUIREMENT5 SHALL BE PERMITTED TO BE MULTIPIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 5.2B BOTTOM PLATE TO FOUNDATION CONNECTION CEILING JOIST LAPS OYER PARTITIONS (FACE NAILED): WITHIN 8 FEET OF BUILDING CORNERS A5 PER AN51/AFSPA WFGM-2001 b';:;; 60 25.3 30.1 GROUND SNOW LOAD 20 P5F 12'-0" 24'-0 36-O "'s"" � 70 201.5 55.1 (4) Ibd C7) 16d (lo) Ibd EACH LAP THREE SECOND GUST 110 20 \�V m 12" O.G. 5PAGIN0 5:12 PITCH 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B WIND SPEED (MPH) 80 33.7 40.1 I&" O.G. SPACING 5:12 PITCH (5) loci (q) loci (I3) Ibd EACH LAP r (5) Ibd (5) Ibd (e) Ibd EACH LAP 3• TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT MAX. ANCHOR BOLT N ANCHOR BOLT COMMECTION SUPPORTING 5FAGING (INJ2'3'4 SPACING (IN.)"254 I. TABULATED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN o 12" O.G. SPACING 4:12 PITCH (0.6 X 10 PSF) RESISTING EXPOSURE B Z 16" O.G. SPACING 4:12 PITCH (4) Ibd (1) Ibd (Io) Ibd EACH LAP 12" O.G. SPACING 5:12 PITCH (3) ad (4) Ibd (6) Ibd EACH LAP 4. TABULATED CONNECTION REOUIREMENT5 ARE BA5ED ON A 12 INCH RIDGE STRAP SPACING, FOR DIFFERENT RIDGE 1/2" ANCHOR BOLT 1/2" ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON BFT. WALL HEIGHTS. i<_ (3) Ibd (6) Ibd (b) loci EACH LAP STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: 1-5 STORIES FOR OTHER HEIGHTS, H, THE TABULATED SHEATHING LENGTH SHALL BE I6" O.G. SPACING 5:12 PITCH RIDGE CONNECTION SPACING (IN.) 12 16 Icl.2 24 48 72 LATERAL AND SHEAR 50 50 MULTIPLIED BY H/8. (5) Ibd (5) Ibd (5) ad EACH LAP MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 LOADS 5/8" ANCHOR BOLT 5/8" ANCHOR BOLT 12" O.G. SPACING 7:12 PITCH H AP 1-3 STORIES 5. TABULATED LENOHT5 A55UME WALL5 ARE SHEATHED AS SPECIFIED IN 00 Z 16" O.G. SPACING '1:12 PITCH (3) ad (4) loci (6) ad EAG L 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMING 15 45 45 SECTION 3.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED 12" O.G. SPACING 01:12 PITCH (5) 16d (5) ad (4) Ibd EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 5.1, THE RIDGE 5TRAP AND ADDITIONAL NAILING 15 NOT REOUIRED. LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE 16" O.G. SPACING 01:12 PITCH (3) Ibd (5) Ibd (5) ad EACH LAP I. FER5GRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 ADJUSTMENT IN TABLE 3.17D. � � D 6. WHEN COLLAR TIE 15 USED IN LIEU OF A RIDGE 5TRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF } `" _ H (3) Ibd (5) Ibd (5) ad EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF Bd COMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF 4. MINUMUM LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LE55 THAN a O Y a I v,W w 12" O.G. 5PAGING 12:12 PITC 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR (5) Ibd (5) I&d (4) Ibd EACH LAP 12d BOX NAILS IN EACH END OF THE DOLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd BOX NAILS IN A STEEL F w LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR WALL SEGMENT h'u-iu I�W w o I&" O.G. SPACING 12:12 PITCH STRAP. ASPECT RATIO LIMITATION IN TABLE 5.17D. u, SPAN u-- o_=�niv COLLAR TIE TO RAFTER (PAGE-NAILED) LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR , �»z =' 12'-O" (2) 8d LATERAL AND SHEAR LOADS (TABLE 5.28), FOR OTHER ANCHOR BOLT o m Q~o d j TABLE 3.8 WINDOW SILL CONNECTION LIMITATIONS SEE SECTION 5.2.1.7 AND 5.2.2.5. 5. TOTAL ROOF SPAN SHALL NOT EXCEED 36FT. BASED ON 3.1.3.4a. ,�L F Q 4 o w o=n 16'-0" (2) 8d AS PER ANSI/AFSPA WFGM-2001 20'-O" (3) 8d ENDWALL WIDTHS UP TO 80FT. ARE SHOWN FOR USE WITH THE INSCRIBED TREE SECOND GUST w N o F 3. TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS BUILDING PROVISIONS OD 3.1.3.3c' N v u,n o w ~ Q 3:12 PITCH 24'-0" (3) 8d PER TIE 110 120 ~w WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. W n 28'-O" (4) 8d F FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT z �J�`n F N o 32'-O" (4) 8d WINDOW SILL SPAN REQUIRED LATERAL CAPACITY O w W Q d v z W O CONNECTION A EACH END OF 5PAGING5 SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE =F Q Q ro O 56'-O" (5) 8d (FT,) WINDOW SILL PLATE (LBS.) ADJUSTMENT FACTOR IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT (2) 8d SPACING EXCEED 6 FEET ON-CENTER. a Q ~a W 1-F z Q n 2 132 151 Fn` o 16'-O" (2) 8d 4 265 515 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A z-w,v 5 W fy o a T-u v- 20'-O" (2) 8d 6 3017 4-12 TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER THAN 262 PLP, 24'-O" (3) 8d PER TIE o o 13 p w Q�' .� 4:12 PITCH 8 5201 630 LATERAL CONNECTIONS SHALL Sr DETERMINED USING THE LOADS FROM ~�13D-OW �o� �u' 28'-O" (5) ad TABLE 5.5. Q m w 4 8d 10 661 787NNQKv Kc )u 52'-0" ( ) 12 7014 0144 WR >WTO IL-AWN 3&'-0" (4) 8d q26 1102 14 kn�o n�wo�wLI W�`To 12'-0" 1) 8d I& 1058 12501 TABLE 3.2G SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS o o 16'-O" (2) 8d AS PER AN51/AFSPA WFGM-2001 0 o w N Q N o z Q �w°�00Tzo0 Z 20'-0" (2) 8d I. TABULATED UPLIFT AND LATERAL CONNECTION THREE SECOND GUST z N Q 24'-O" (2) 8d PE*: TIE 10 120 j o�.r J 5:12 PITCH REQUIREMENTS SHALL BE PERMITTED TO 5E MULTIPLIED WIND SPEED (MPH) Q Q v o Q 111.r <f'w (3) 8d BY O.q2 FOR FRAMING NOT LOCATED WITHING 8 FEET BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT MAX. ANCHOR BOLT s z$~ *F- (2) o 32'-O" (5) 8d OF BUILDING CORNERS. a d N o o o u Q ANCHOR BOLT GOMMEGTION SUPPORTING SPACING (IN.)`2 SPACING (IN.) 36'-0" (3) 8d RESISTING 12'-0" (1) 8d - 2. TABULATED FRAMING LOADS ASSUME A BUILDING URE B. 8 FT. END 'ONES 8 FT. END ZONES 16'-01, (2) 8d LOCATED IN EXPOS1-5 STORIES O v 20'-0" (2) 8d RAFTER / CEILING JOIST HEEL JOINT GONNEGTION (TABLE 501A ANSI/AFSPA WFGM-2001): UPLIFT LOADS Jq 53 6:12 PITCH 241-01, (2) 8d FER TIE I. NAILING REOUIREMENT5 SHALL BE PERMITTETO BE REDUCED 25% IF NAILS ARE CLINCHED INTERIOR ZONES INTERIOR ZONES 8 2 -O (2) 8d D I-5 STORIES G WALL, HEADER 3 -O" (5) ad 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDSUPPORTED BY 15 SUPPORTEBY A LOADBEARIN 2' 45 38 36_O (3) 8d OR RIDGE BEAMkn 1. FERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 5.2 12-O" (1) 8d 16'-O" (2) 8d 5. WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARINO z WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR 20'-O" (2) 8d PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES D ALUES FOR UPLIFT LOADS (TABLE 5.2C) OR 7:12-12:12 PITCH 24'-0" (2) 8d PER TIE v 28'_0" (2) 8d 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING J015T LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 3.25), FOR OTHER ANCHOR BOLT O LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. Q 52'-0" (3) 8d (5) 8d 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DL O NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEI ASSEMBLY _O BLOCKING TO RAFTER (TOE-NAILED) (2) 8d EACH END 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING J015TS OR RAFTER TIES ARE LOCATED AT THE ~ RIM BOARD TO RAFTER (END NAILED) (2) 16d EACH END F BOTTOM OTHE ATTIC SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE WALL FRAMING , THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FAGTOR:S: UPLIFT 57RAP CONNECTION REQUIREMENTS z (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 3.45) O cEILINO HE10HT/ HEEL_ -JOINT coNNEOTION FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) O W O TOP PLATE TO TOP PLATE (PAGE NAILED) (2) 16d PER FOOT Roof R1DOE HEIGHT AoLUSTMENT FACTORS 161 TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) 16d JOINTS - EACH SIDE I/2 FRAMING FRAMING v z STUD TO STUD (PAGE NAILED) (2) 16d 24" O.G. 1/3 1.5 SPACING ROOF SPAN (FT.) 110 MPH 120 MPH SPACING ROOF SPAN (FT.) 110 MPH 120 MPH Q Q I/4 1.35 (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA. END OF Lu HEADER TO HEADER (PAGE NAILED) Ibd 16" O.G. ALONG EDGES 1/5 1.25 WALL HT. 1/6 1.2 IYG 4"x20 GAGE STRAP 1,J/4"x20 GAGE STRAP O < TOP OR BOTTOM PLATE TO STUD (END NAILED): 8 (2) loci 1/10 I.II 1.21-011 (2) 8d (2) 8d 12'-0" (2) 8d (3) 8d O Q 10 (5) Ibd 16'-O" (2) 8d (2) 8d 16'-O" (2) 8d (5) 8d 12 (4) 16d PER STUD20'-0" (2) 8d (2) 8d 20'-0" (5) 8d (4) 8d TABLE 5.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS 12" O.G. SPACING 14 (4) 16d AS PER ANSI/AFSPA WFGM-2001 12 24'-O" (2) 8d (3) 8d 101 2 24'-O" (3) 8d (4) �d _ _ 16 (4) loci STRUCTURAL SHEATHING MAXIMUM 28'-O" (2) 8d (5) 8d 28'-O" (5) 8d (4) 8d ttj 18 (4) I&d 20 (4) loci RAFTER/TRU55 NAIL SPACING FOR 8d COMMON 52'-O" (3) 8d (3) 8d 32'-O" (4) 8d (5 8d 8 (2) I&d SHEATHING LOCATION I SPACING NAILS (INCHES, O.G.) 3&'-0" (3) 8d (3) 8d 36'-0" (4) 8d (5) 8d 10 (3) 16d (INCHES, O.G.) 110 MFH ZONE 120 MPH ZONE 12'-0" (2) 8d (2) 8d 12'-0" (3) 8d (5) 8d 12 (4) 1(od E F E F 16'-0" (2) 8d (5) 8d 16'-O" (3) 8d (4) 8d 16" O.G. SPACINGPER STUD 14 (4) I&d 12" O.G. & 12 6 12 20'-0" (2) 8d (3) 8d 20'-O" (3) 8d (4) 8d UA I ' 16 (4) 16d INTERIOR ZONE 1&" O.G. 6 12 6 12 16 24'-0" (3) 8d (5) 8d 24 24'-0" (4) 8d (5) 8d U UA 18 (4) I&d 12" O.G. 6 122 & 122 28'-O" (5) 8d (4) 8d 28'-0" (4) 8d (5) 8d .c- 20 (4) I&d PERIMETER EDGE ZONE 16" 122 & 6 52'-0 " (5) 8d (4) 8d 52'-0" (5) 8d (6) 8d Z BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, (2) 16d" PER FOOT ENDJ015T, OR BLOCKING (PAGE NAILED) GABLE ENDWALL RAKE OR RAKE TRU55 6g 6° 4 4 36'-O" (4) 8d (4) 8d 36'-O" (5) 8d 6) 8d W/ LOOKOUT BLOCK U� w FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TRUSS _ & & 6 6 JOIST TO SILL, TOP PLATE OR GIRDEf� (TOE NAILED) (4) 8d PER J015T W/O RAKE OVERHANG BRIDGING TO Ji� 015T (TOE NAILED) (2) 8d EACH END RAFTER/TRUSS ''II 11 -! MINIMUM NUMBER OF 8d COMMON - LU !� BLOCKING TO J015T (TOE NAILED) (2) 8d EACH END SHEATHING SIZE SPACING NAILS PER SUPPORT BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (3) 16d EACH BLOCK (INCHES, O.G.) LEDGER STRIP TO BEAM (FACE NAILED) (3) I&d EACH -1015T + 1xOR IxSHEATHING 12-1012 2 2 � OI5T � I p JOIST ON LEDE GR TO BEAM (TOE NAIL-ED) (3) 8d PER Jo OIST 6 8 . � � BAND J015T TO J015T (END NAILED) (3) loci PER J015T IxlO OR LARGER Lu BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I&d' PER FOOT SHEATHING 12-101.2 3 3 +L ROOF SHEATHING E = NAIL SPACING AT PANEL EDGES (INCHES) Q +�- STRUCTURAL PANELS 8d *SEE TABLE 3.10* F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) i''u DIAGONAL E30 ARD SHEATHING 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLUDING 4 FEET ON EACH SIDE OF 4_I B I"x6" OR I"x8•. (2) 8d PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED - (5) ad PER SUPPORT xl0" OR WIDER2. TABULATED 12 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTACHEDTO RAFTER/TRUSS FRAMING MEiWDER5 CEILING SHEATHING WITH G > 0.401. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.401, THE NAIL SPACING SHALL BE REDUCED Dr 6 INCH. O.G. Z GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD 3. TABULATED 6 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH � G > 0.401. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.401, THE NAIL SPACING SHALL BE REDUCED BY 4 INCH. O.G. WALL SHEATHING D STRUCTURAL PANELS 8d *SEE TABLE 5.11 FIBERBOARD PANELS 4. TABULATED 4 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRU55 FRAMING MEMIBERS WITH 7/16 �I bd° 3" EDGE / 6" FIELD G > 0.401. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.401, THE NAIL SPACING SHALL BE REDUCED BY 3 INCH. O.G. 25/32 8d' 5" EDGE / 6" FIELD 5. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B H GYPSUM WALL BAORD Bd COOLERS 7" EDGE / 10" FIELD O z VI HARDBOARD 8d *SEE TABLE 3.1 8d *5EE MANUFACTURER* [� O Z PARTICLEBOARD PANELS # L11w1 DIAGONAL BOARD SHEATHING I.111 OR I"x8" (2) 8d PER SUPPORTX(b O p p I"xl0 " OR WIDER (3) 8d FE-:R SUPPORT HURRICANE ANCHORS MANUFACTURED BY CONNECTION OF MULTIPLE SIMP50N STRONG-TIE CONNECTORS MODEL No. H2.5A >; OR APPROVED EQUIVALENT AT EVERY PIECES OF TOP-LOADED BEAMS TODD O•CONNELL RAFTER TO PLATE CONNECTION BOTH SIDES WHEN ALUMINUM GRATE WITHOUT ANY qA R C H I T F C T v C. RAFTERS DO NOT ALIGN WITH STUDS KEY OR TOOL REOV FOR REMOVAL3/4" Width Pieces: TODD O'CONNELL,AIA GRADE � 11 >> Veterans Memorial Highway IIII e Minimum of 2 rows 16d (3/ ) nails at 12 0.C. 1200 SIMPSON STRONG-TIE CONNECTOR DV a # E USED WHEN Suit+?120 ' '.- •+ � ,k ,k IHauppauge,NY'11788 . MDL. HTZ TO WINDOW WELL ® Minimum of 3 rows 16d (3/ ) nails at 12 o.c. ' P(631)650-6666' RAFTER ALIGNS WITH STUD for 14" and deeper beams IF(631)6so-667_ 8" TRENCH FOOTING USE A MINIMUM OF TWO 8d \ QU TO VIRGIN SOIL d / .° :�. \ _C(51,0658-0325 658-0325 NAILS THIS SIDE WITH A 1 ® Nailed connections require an additional row of TOTAL OF FOUR INTO RAFTE " I • 'ry,wAw,lS.'.i9:x:�9!nW..'S$r.9cw'H.h:+ul4!a"�"'•�ueF¢@°jAN1 0 ROOF RAFTERS PERMANENT LADDER-,,,' a nails when nail size Is smaller than specifiedp''ttY . 0 0� o DOUBLE TOP PLATE % REQUIRED above (minimum 0.131 X 3.25 ) I EXI5TING 3%2" Width Pieces: i FOUNDATION f -•• v STUD PLATE TIES MANUFACTURED BY SIMPSON ll / STRONG-TIE CONNECTORS MODEL No. R5P4 BARS, GRI LLS, GONERS, Ie Minimum of 2 rows )12" bolts at OR APPROVED EQUIVALENT AT EVERY STUD PROHIBITED OVER WINDOW p X �� ; t TO PLATE CONNECTION WHEN RAFTERS DO NOT WELL UNLESS DEVICES 4 y FROM NSIBDE WIRTHOUT�SEBLE a040000 ooup GRAVEL FILL 24 a.c. staggered i r ALIGN WITH STUD JjV v OF KEY, TOOL OR EXCE55IVE �DoO�0�o000o��oOp o0o R 1 FORGE ] Q PERFERATED nOoa�DOoJooc�� 0Q, PVC PIPE STUDS a 16" O.G. 0 0 wr Additional nailing or bolting may be g 9 Y o ID�°oQ°o�°��°0�00�°0�0� 0 0 �� ol��� 80 ego required with side-loaded multiple member ° TWO ad NAILS beams. Refer to current product literature. m INTO PLATES Ily r EIGHT ad NAILS INTO STUDS ROOF STfi AFF I NO DETAIL EOi� SS 1 11 NDOI�I D T Q v .� SCALE: 5/4" = I'-O" '3 SCALE: I/2" = I'-O" z O �- � z USE 51MP50N Z-MAX OR RDG CONNECTORS TO INCREASE CORROSION RE51STANCE o FOR ALL HARDWARE IN CONNECTION anin'= o W/ AGO LUMOER. 14" MIN. EDGE o Z~N u Ww�f=��000 WALL STUDS a 16' o.G. DIFFERENCE Ul V13� �00.�,a4~Oty Kula_ zwUNz�I�LL Hui ��WWwQOz�O W N11'F-2J�'11UQF- �,`` 4.. QwHv-�ZR V�Z V 5/8"(Px12" STEEL ANCHOR ° ® =� Qv��om° w 0 o u,?z�awoQ BOLTS AT 5'-0" O.G. MAX. �u,Q z T z o w v I- BOTTOM PLATE MIN EMBEDMENT OF 7" QQQW t-rzq zF0 W~� O RIM JOIST �O Bw�'oo 0 <2� ® o�nQlro SEE FLAN--" NIL F- ZZ_ HWUR0.� G.O7�x-Qn-lL Qp�H V PROVIDE HOLD DOWNS AT �'-N o° z u v in W o > II a ALL CORNERS AND BOTH 4 o0 oQ��'o e 13/4"xhY4"LVL ��� z�'_ Nei Q`��'�p NOTE: a SIDES OF OPENINGS 6' �� a�'u N06 o z SUB FLOOR ALL STRAPPING TO BE CP I z~ z w FLOOR JOIST INSTALLED AS PER MANUFACTURES 4 OR GREATER IN WIDTH ® G pd$ Q Q a SILL PLATE SPECIFICATIONS AND NYS GODS (p x i <x�K K s F O 0 uluio wzzQwTy \ Q�u,001-0� p TERMITE SHIELD I6 Ga. STRAP TIES MANUFACTURED °-7 DOUBLE 2X STUD BY SIMPSON STRONG-TIE CONNECTORS FOUNDATION WALL �0 MODEL No. G516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 1211 BEARING ON THE STUD SIMPSON HDU5-5D52.5 X64 v v AND WRAP UNDER SILL PLATE AT FOUNDATION. 5"x5"vV:2" STL. BEARING PLATE MANUFACTURED 5/8" THROUGH BOLT 0 G' a BY SIMPSON STRONG-TIE CONNECTORS MODEL No. I (TYPICAL) \� LBPSI2 OR APPROVED EQUIVALENT �ANG H O R E30 L T DETAIL TYPICAL %,"x12" HOOKED ANCHOR BOLT A•5 SCALE: 5/4" = 1'-0" 1/4" STL. PLATES - a 51-0" O.G. F-- - N/ 71" MIN. EMBEDMENT INTO CONCRETE - z WITHIIN 6-12" OF EACH END OF PLATE 1=OUNDAT I C>N STizAFF I NO DETAIL w -O" 11 1=L I TGH ALT DT I L o WHEN NOT ALIGNED WITH RAFTER, A•3 SCALE: 1 1/2" = I'-O" z O CONNECT KING STUDS TO TOP PLATE, SEE ROOF 5TRAPPINO, DETAIL WRAP IY4" GALS. 20 GA. COIL STRAP VER TOP OF TOP PLATE 8 NAIL v z ROOF FRAMING � � O l® 0 w i- ® v p O THREADED STEEL ROD O N � CRIPPLE = z SIMPSON HDU5-SDS2.5 p O p N STUDS DOUBLE TOP PLATE DOUBLE 2X 5TUD SIMP50N HDU5-SD52.5 z HEADER HOOKED ANCHOR BOLT MIN. 122" PENETRATION I® INTO FOUNDATION ; HURRICANE ANCHORS MANUFACTURED BY ® USP CONNECTORS MODEL No. TMU26,TMU210 ld OR APPROVED EQUIVALENT AT EVERYLU JACK ® RAFTER TO RIDGE CONNECTION WHEN ` LU STUD RAFTERS DO NOT ALIGN v FULL LENGTH !'�/ >, HURRICANE ANCHORS MANUFACTURED BY z WALL STUDS FRAMED OPENING FOR NEW � \ USP CONNECTORS MODEL No. ST22 1-4_! --� F W RAMS OR EXTERIOR DOOR \' . ll OR APPROVED EQUIVALENT AT EVERY ROOF RAFTERS Q W II RAFTER TO RIDGE CONNECTION WHEN RAFTERS ALIGN r^ — . • RIDGE UA U UA Z T 7T I]— T NOTE: ° 1!._ UPLIFT CONNECTION 15 REQUIRED AT EACH END OF THE HEADER AND AT O D_ INO UPLIFT G NNECTORS BOTTOM OF HEADER STUDS IN ADDITION REQUIRED IHS AREA TO CONNECTORS AT WALL STUDS AND OL z AT TOP AND BOTTOM OF CRIPPLES. n z USE SIMP50N Z-MAX OR HDG CONNECTORS < - TO INCREASE CORROSION RESISTANCE Lb FOR ALL HARDWARE IN CONNECTION 6 6a. STRAP TIES MANUFACTURED N1 ACG LUMBER. to BY SIMF50N STRONG-TIE .CONNECTORS USE SIMPSON Z-MAX OR HPO CONNECTORS MODEL No. G516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE � HOLD l�}� O I/�IN ETA I L � fi�I DOS 57RA P I NO DF-TA I L STRAP TO HAVE MIN. 12" pFOR ON THE STUD FOR ALL HARDWARE IN CONNECTION r � - _ AND WRAP UNDER 51LL PLATE AT FOUNDATION. W/ AGO LUMBER. SCALE: 5/4" = I'-O" �'3 SCALE: 5/4" = I'-O" O z OF I FT CONNECTOR DETAIL # j" _j � L o -O" 0 ts) p r x 4 � ABLE END STUD I �+� , Maam:�"' *'A+d�a'ni n3F a63TODD O'CONNEIL rA RC HITFCT P. C. WALL STUDS 6 16" O.G. . TC}iI?D t)'C(3�1NEl.l,AIA ABLE END STUD 11.200 Veterans Memorial Highway I6 Ga. COIL 5TRAIPPING MANUFACTURED STRAP TIES MANUFACTURED BY SIMPSON 'SUItN120 BY SCOIL 5 RAF N 0TIE CONNECTORS UFACTURED 0 STRONG-TIE CONNECTORS MODEL No. 5TI95 Hauppauge,NY;11788 MODEL No. C5I6 OR APPROVED EQUIVALENT o OR APPROVED EQUIVALENT TO EXTEND MIN. �;"., �'-P(631)650-6666' 12" UP STUD FINISH TO BE SELECTED 4" CONCRETE SLAB W/ f(631)650-6667, 0 6"x6" 10/10 WWM RACING 2X B COMPACT GRAVEL FILL BOTTOM PLATE /• ' / RIMJOIST / �� e e PITCH SLAB e e o 0 0 0 a i CULTURED STONE FACE ° 0 TO BE SELECTED o a as 0�100 )Do 00 oOO 0Of�oOO� O000 SUB FLOOR GABLE WALL END CONNECTOR CEILING J015T ®16" O.G. �o^„o MANUFACTURED BY SIMPSON as FLOOR JOIST Jfo�fo _STRONO-TIF- CONNECTORS —1 n \• y A `. MODEL No. LTP4 APPROVED COMPACT FILL f EQUIVALENT INSTALLED AS FINISHED GRADE MANUFACTURERS SPECIFICATIONS a 12" POURED CONCRETE 0 C FOUNDATION a I6 Go. COIL STRAPPING MANUFACTURED 0 O BY 5IMP50N STRONG-TIE ,CONNECTORS NOTE: 1 MODEL No. 0516 OR APPROVEV EQUIVALENT ALL STRAPPING TO BE GABLE WALL END CONNECTOR Z INSTALLED AS PER MANUFACTURES MANUFACTURED BY 51MP50N 0 a (2) �4 RE-BAR N SPECIFICATIONS AND NYS CODE STRONG-TIE CONNECTORS I6" O.G. MODEL No. A35 APPROVED 0 EQUIVALENT INSTALLED AS GABLE WALL END CONNECTOR O nu WALL STUDS ® Z # MANUFACTURERS SPECIFICATIONS MANUFACTURED BY SIMP50N STRONG-TIE CONNECTORS �, -1 —I LOOi� TO LOOS' STi� ��I NC 2X WALL PLATE MODEL No. LSTAIS APPROVED 2X WALL STUDS EQUIVALENT INSTALLED AS z � ERS TONS TC EXTEND f�.3 SCALE: 3/4 M MIN. 12G OWN STUD AND Al2 I ACROSS JOIST O z o C BL END DETAI L (1_1_1GONG RETE FLATFORM DETAI L w z~N w QUI U-II�I�vOOU �.3 TU1q-1 zoLu SCALE: 3/4" = 1'—O" A'3 SCALE: I" = I'-O" �n o°o d Q 1110 0 QU1 41 I Q'W 0. �ivNz0�tL1-in <zu � _x Q � l!�WO7w(]O 1u �Ul(Y F-0.JN�w� QZw1k)!u5�z v 0, 0 p O lU v =1 QJI`--QomI� T 0 oltlJulp�zW1-- �('wzz 1A4)0V 1- Q-1 NwNpw�O�dOm OVR'O� �Nv-ul QN�wQ `Lp(� ��WNwIK��30D= �u_Qaa� jfYv�wF-�vQ0. `u o w I-LI-M diU'nOOz�p-v~O HURRICANE TIES MANUFACTURED BY z N a N o z SIMPSON STRONG-TIE CONNECTORS MODEL 3 �iw � Ngo° z Qv IF_O Z00w No. H2.5 OR APPROVED EQUIVALENT AT EVERY RAFTER TO BEAM CONNECTION BOTH SIDES ci_ d T y QHQQI NO��Ov Q HIP CORNER PLATES MANUFACTURED w w O Q w Q z�w=T lY BY 51MP5ON STRONG-TIE CONNECTORS z z t , o MODEL No. HCP2 FOR 2x MEMBERS AND No. HCP4 FOR 4x MEMBERS OR APPROVED EQUIVALENT INSTALLED AS MANUFACTURES SPEGIFICATIO`l HIP yd xh: DOUBLE TOP PLATE 0 WALL FRAMING ROOF RAFTERS RIDGE POST GAP MANUFACTURED BY SIMPSON RIDGE STRAPPING N STRONG-TIE CONNECTORS MODEL No. BC52-2/4 OR APPROVED EQUIVALENT INSTALLED AS PER MANUFACrURE5 SPECIFICATIONS COLLAR TIES z W D v BEAM Oz Q _O DECORATIVE COLUMN COVER I i IS" TYPICAL t- 6x6 COLUMN OVERLAP Z COLUMN BASE GUSSET-JOINED RAFTERS 0 0o O Q O ACT AS SINGLE ELEMENTIJA o TIE JOISTS TO RAFTERS ® N ~ j; VJ/ (3) "� X 2 " LONG HIP CORNER PLATES MANUFACTURED ii" ly Q BY SIMPSON STRONG-TIE CONNECTORS �:' O O r LAO BOLTS MODEL No. HRCI.81 FOR 2x MEMBERS OR APPROVED EQUIVALENT INSTALLED AS MANUFACTURES SPECIFICATIONS IF RAFTER # II I11 P. GONG. SLAB I I I I A d Q HURRICANE TIES AT EACH COLUMN BASE MANUFACTURED BY a RAFTER CONNECTION 'I t UA LU SIMPSON STRONG-TIE MODEL k) Z No. 05044-51::>52 INSTALLED <q AS PER MANUFACTURERS SPECIIFICATIONS OR APPROVED EQUIVALENT Lu AMa P. GONG. CHEEK WALL u 0 � O)Tz Q Lu (2�FORT I GO DETAIL 15 ROOF FRAM I NC DETAIL IF ROOF DETAIL Lu 3 SCALE: 5/4" = I'-O" 3 SCALE: I/4" = 1'-O" A SCALE: 3/4" = II'-O" O o Lo OL O z tY Q tu w m Lu O Q k Q CANT I LEVERS SUFPORTI NO BEARI NO WALLS T`I'P I GAL JOIST TO BEAM OONNEOT I ONS k Load bearing or shear wall above , (must stack over wall below) =MZ 8" DIAMETER MAXIMUM HOLE MAY BE GUT iA R C 1 11 E C T P cl IN EACH SLOGKINO PANEL FOR IIS "-16" FACE MOUNT /8 " W211 � HANOER Blocking panel FLOOR NA I L I NO REQUIREMENTS JOIST. &" DIAMETER MAXIMUM FOR 1 " TODD O'CONNELL,AIA WEB STIFFENERS REQ. JOIST OR FOR BLOGKINO PANELS LESS THAN 2x4 minimum 1200 Veterans Memorial Highway • II J01515 AT BEARINGS: TWO Sd (2l`29 BOX OR 12d (5") BOX EACH SIDE AT EIW 12" LONG. DO NOT GUT FLANGES 1i : squash blocks suite1zo ' -r NAILS (1 EACH SIDE), U'2 MINIMUM FROM END. / q = Hauppauge;NY 11788 • BLOCKING PANELS RIM JOIST OR RIM BOARD TO BEARING PLATE: TOP FLANGE P(631)650-6666. ; i. HANGER i F'(63 i)650-6667'"- , TJI BLOCKING PANELS OR RIM J015T: IOd (3") BOX NAILS AT 6" O.C. r- Ytl„ TRUS JOIST RIM BOARD: TOENAIL W/ lad (5") BOX NAILS AT 6" 16" C(516)65$-0325 . O.G. OR 16d (5 1/2") BOX NAILS a 12" O.G. Ii � rnsrw�wn:'mwna-� .s.Pm!rlxw„rA.owpr. SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO DECKING Westiffeners ' NAIL SCHEDULE • RIM BDOARRIM -.015T OR CLOSURE TO TJI JOIST: required each side at III WEB STIFFENERS REOU I RED 10" WIDTH OR LE55: TI F TWO IOd (5") BOX NAILS, ONE EACH TRUS JOIST RIM BOARD B1 W and 132WAT TOP AND BOTTOM FLANGE SIDES OF HANG ER DO NOT LATERALLY CLOSURE, TYPICAL _�` '• TJI /PRO 550 8 15OT5 RIM JOIST: TWO Ibd (5 1/2") BOX NAILS, ONE EACH ,�. �� SUPPORT AT LEAST 5/8" OF JOIST "�- AT TOP AND BOTTOM FLANGE. TOP FLANGE TJI /hRO 550 RIM JOIST: TOENAIL JOIST TO RIM J015T WITH ONE 't IOd (5") BOX NAIL EACH SIDE OF .JOIST TOP A TJI BLOCK 1 NO DETA I L t FLANGE rj _ N.T.S. r • 2X4 MINIMUM SQUASH BLOGK5: TWO I0d (5") BOX NAILS, ONE EACH AT TOP , AND BOTTOM PLANOE. CONNECTION OF MULTIPLE WEB STIFFENER ATTACHMENT PIECES OF TOP-LOADED BEAMS Gam Apply subfloor Option 1: Y8" minimum adhesive to all TJI Joist blocking with 13/4' Width Pieces: 1 fl„ 23/" maximumto contact surfaces end blocks installed at • Minimum of 2 rows 16d (3%") nails at 12" o.c. r- sQ°t\ )/3 joist span • Minimum of 3 rows 16d (3%") nails at 12" o•c. Three 8d 2/ box nails, N o�Sti locations using clinched for 14 and deeper beams Z two 8d (2% ) p (Three 16d (3Y ) box nails at • Nailed connections require an additional row of - - • box nails, q 1 fl„ TJI /Pro 550) ALLOWABLE HOLES - TJI® Joists typical nails when nail size is smaller than specified z Option 2: above (minimum 0.131 x 3.25 ) Web stiffener each side. O z See table 2x_ strapping installed at Y3 3%2' Width Pieces: See sizes below. 10 1 6" see table joist span locations using two • Minimum of 2 rows %" bolts at Tight fit I �� Q w o g W WEB STIFFENER SIZE u F iq,,, min. a 2Y screws per joist » ° z w '�. Option 3: 24 o.c. staggered 10fl x 21 minimumw w C)13 directly applied ceiling a-=.N��Y,9 0 O 10" 0" x 21" minimum j „'6o1;s Q�oa TJI rim joist �° Maintain adequate r"0) w a When specified on the layout, Additional nailing or bolting may be ,_z r-�d,,w = distance from bearings 21 1 x 21 minimum o For rectangular holes, one or more of the three bracing required with side-loaded multiple member Must have 1314 minimum joist � 'j�� o O w 2 x D 2 D 2 use measurement of p __ lY* hole cuts D � options shown must be installed beams. 3D" 2x4 0�I' z ° must be 6" minimum ,, 1 longest side bearing at ends Q Z;-f-A z a � � minimum from (also applies TJI BRAG I NO DETAIL M I GROLAM NA I L I NO DETAIL TJI NEE3 STIFFENER DETAIL TJI RIM JOIST DETAIL o =o z d o c l O O face of bearings to 1Y2" holes) Do not cut holes 5 rj Q d w~d i z d o N.T.S. n w r Q° larger than 7%2"in N.T.S. N.T.S. N T 5 A.5 z u Q z to o'6;w cantilever C, Minimum Minimum Distance from Insides Face of Any Support to Nearest Edge of Hole Filler block: Nail with ten 10d d OQO� zl�U , For other load conditions or hole configurations not included in this chart, refer to TJ-Beam®software or Cut holes with care and (3") box nails, clinched. Use u_�wv'wn,a�'QQ In theoist web only w - contact your Trus joist representative. j y ten 16d (3,Y2") box nails from JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE each side with TJI /Pro 550 ���00<_10_000 DEPTH Tile r rr rr rr rr „ ,,„ joists. Use 15 nails with 18" ;N rr „ rr rr „ 5�„ rr 2 3 4 S 61/4 T' 8,. 9 10?4 12' 2 3 4 5 6% 7 ej," 8" 10;4 12" „ r r " r r rr and 20" TJI Pro 550 P1 W V_="N°_°- Z Pro-100TS 1-13 2'-0" 2-6' 3'-6' 5'-6' V-15 2-8 3-6" 5-0' 6'-0 / Backer block: Install tight IYIYt-����z�NW --- - - L1dUQdF'--ZQdw� Q 91z" Pro-120TS 2'-0" 2'-6" 3'-62' 4'-6" 6'-6" 2'-0" 3'-0" 4'-0" 6'-0" 6'-6" joists. t o top flange (tight to Pro-130 2'-0" 2'4" 3'-8" 4'-6" T-0" 2'-0" 3'-0" 4'4" 6'-0" T-0" -- - bottom flange with face Pro-150 2'-0 3'-0" 3'-6" 5'-0" 6'-6" 2"-0" T-0" 4'-0" 6r-0" 6'-6" -- f d d l Ua O Q I O V Pro-250 2'-0" 3'4" 4'4" 5'_6" 7r_0rr X-O" T-13" 42.6» 6' _6" 7r_0rr mount hangers). Attach DESIGN PROPERTIES FLOOR $PAN TABLES AND MATERIAL WEIGHTS Pro-350 1'-6" 3'-6" 5'40" 6'-6" 7'-0" 1'-6" 3'-8" 5'-0" 6'-6" 7r-0" with ten 10d (3") b o x nails, clinched when 1 ' , * L1480 Litre ball 0eflectiorl ti'laterial Wei Ills Pro-100C 1'-6" 2'-0" 2'-6" 3'-8" 4'-8" 1'-6" 2'-0" 3'-0" 4'-0" 4'-6" 2i°ls' ?�$� .�� * � I ProTM 300x. 2'-6" 3'-0" 4'-0" 5'-0" 6'-6" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6" a KF lira lead t t4 PSF Dead t¢'affi 44 PSF xias to t 2Q P5f Dead trsad • possible. 1� ,�.�. .�... L� I� �� � � Depth .11}� t1r;"IuL6T11 tat?;shfsintlesClaad Pro-400C 2'-0 3'-0" 4'-0" 5'-6" 7'-8" T-0" 4"-0" 5'-6"' 7"-0" 7'-6" 1:4" l t4*� ` 1'a'-13�" 144'-1 it* ""�" * r t2"•c V o c., 191'te-t. 24'"a c. 12'a-c, Wo.c, t!:.2`.a.c. +'a.c. t V-11)"u r " r r r n r u r " r n r n r n r n � � E,(`'� � tit � I;h � { _ C5t U,31•':'s-- fl0_ l"GFd 1a;m{a ProTM 100TS 1-0 1-6 2'.01- 2-4- 3'-01' 3-4- 6'-0". 1-6 2-0 3-0 4-4' 6'.6-1 7--g- 8'-6" II • ISG -}}' -�" I9-l' I3,"^J' }5'-lt* II 1,914" 944' �� 5=#* i I ! ��.,.,�,r amu, +"w .. "4444« - ... b« Unp��9t31ai�tt5itveig}7E.y j V-0", r rr r rr r rr r rr r r r rr r rr r r r rr r rr Backer block ' ' " ' �.. '. �. TM rr r » -6 4-6 5-0 8-0' 1-6 2-4- 3-6 5-0' 7-6 8'41 9-0 3t' " t:l1+i' W lig* lid" �� itAr• nc�' tib- mtt~ 2 t'3 "�°_ t '3• _15 a la'-3' 11'"5• 1£;1" i� o' 14 11'" Pro 120TS 1-t7 2-0 2-4' 3 - �� - � �--`�• 11/a Pro-130 1'-6 2-4- 2-6 3"-6" 4'-0" 5'-0" 8-4' 2'-0" 3'-0" 4' 5'-0" T-6" 8'-0" 9'-6" / ]4• _ 1�' }�* 1&* 2aa �* t aK lry,,_s� la'4'FIKa � 16ix ]s'e*" t4'-8* ItttprFar�e�l (both sides of web {{ ` >fi .--_i . t }�" I 211 ;2i1`�' IS'-5 x, A }r.- u i 11 E t�°-� • 3t"-a'-:r z Pro-150 1'-0" T-0" 2'-0" T-0" 4'-6" 5'-6" 8'-6" 1'-0" 2'-0" 3'-6" 5'-0" 7'-6" 8'-0" 9'-0" _ r e -0 5 8 8'-0' 8 6 9 6 with single TJI 21t1 �al'a' :3' • ih`-�, 7b a} 2r--} lis t^ 7 a is_ ,� Sou»ta nPita w 11l"s' ,gra _ ItE" ly'=2 "_ :.1t 8. !t;.5".V ��-i1'. ... 1 '(FI _.... II''? . �.1`a 'Iv►orad.......................1]psi ProTM 250 1'-Orr T-6" X-6" 4"-0" 5'-6" 6'-6" 9'-0" 1'-0" 2r_Orr 4r rr r_ rr r r_ .r r_ » ��I 0i5t5 �� 23t1�1t7ists ��i BOO Ix3k5$5 7JI SQ 30ISt.s a'_ ;•_ Pro-350 1'-6" 2'-8" 3'-6'2 W-0" 6'-6" 7'-6rr 9'-6" T-8" 3'-0" 4'-6" 6'-0" 8'-6" 9'-0" 9'-6" joists TJ1 110 Joi5t5 _. 390 .�:' Tt }I' 15t1 18 -0 d. t}' ?tl'1I" *plavreod............... 2Dp,f v Pro-550 1'-6" 2'-6" 4'-0" 51'-0" T-0" 8'-0" 10'-6" 3'-6" 5'-0" 6'-0" T-6" 9'-6" 9'-6" 10'-6" .-._. -.-- . ... ,. . ,_. _w„� .. . ,. .. __ ,--_ �_.-_ ___,,-;ra -,.�'��c' -... 1tC ?''-1G' 2x11 t5-2 i$ ta-} 73-1.1*' 27 P 1. * ;' �d--.,_.._.._......,_,.,-43ps} Q a C ;22,_.x° TM r " r " r " r 1. r " r r r r r " r r r n rF TJI NAILING DATAIL _ 17'-2 ry 2?- ' 19'2' 17'E x5°-ta''" Pro 100C 1 0' 11-4- 2 0 2`4' 3-0 4-0 6-8 1 6 2 6 3 6 4 6 7-0 7 6 9 0a, .._ .-. v..-.„ �.....'.,u ?�_'.-µ ..r r_ r r_ n 7 �, 14- 235 2+",,;E* 2?"�v 7l`-7' 19'-9"�c'• 241 S, 9?'-7* 7i�':1,! tT'-6'� Pro 300C 1-6 2-Or 3-0" 32_6" 42_6" 52_6" 9r_Orr " r " r n r_ rr r " '_ n r n 13d3FGt'tU erhe3 Reast,+aaP*a-lartieF d2 '"a•✓ri ?w ,6 1 X31.5 ' 7}"d:•� 3T'_intt 1�*pBra•+ ..............-4444.,- .bpst - - - - _ Design 13"1tt le1�Nt?5��CtLTk'`o C031G'Duratl�rl} ,fi*ik5B............ 1.6 p�f Pro- r_ r r r r r r n r n r n r n r r r r r n r " r 5 4_......,-..., O Pro 400C 1 0' 2'-V' 3-0' 4-0' 5-6 6-8 9-6 3-0 4-0' 5-0' 6-6 9-0 9-0 10-0 N.T.5. t'E* 7a'irl° A' "M2s' '';! 'a• ..........................22p t= r n r » r " r " r r r n r n r n r n r_ " r_ " r_ " r_ rr r " r n r_ n r_ » :, "• •" . . kt�Yl�nf$ ,. Mari lnaAf $, i * 31h'tatdtn4&L113tf 5bi"tn:a:made3ts,: �+. alt � �" s a ??, _ ry -6 9 6 10 0 11'.6" 1Dill )c iI ilnl , 20 Pro-120TS 1-0 1-0 1-0 2-0 3-0' 3-6 5-0 5-6 8-8 1 0 2 0 3 0 4 0 6-0 7Oepr9 Tlt Rasi3t.ire r. Yastita� 1.i'Ettd R.p^ ln¢ Rkffi:tieallbil Ra ttit�$1b�1 Illi A E° It,3' 2-fi • i 9'_a 2F-.A' �.2' -?G'I -7'1M: P rr TM 30 1'-0" 1'-0" T-6" 214' 3'-0r' 3'-6" 5'-0" 5'-6" 8'-6" 1'-0" 2'-0"' 3'41 4'-0" 8'-0" 7'-6rr 10'-1)" 10'-0" 11'-6" xae;.,ht llateemt Els# .1lt�ar.. Reae.lan Rasccrort , � a ,,._.._..__... 14 Pro 1 tlbOfr} (ft-lbs} fin, d6 s1 1_t dlbsl.. Tttsy 14aVseh.- tWAh t�e� dcYtat 4VFCt t4at 16" ;,i.-ti .m.. ., .„ «m,,. 3'-5" ?1'-a 17"•E° ,is'A,3.. . 31 ps# 01 Z Pro-250 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'-6" 7'-0" 10'-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 8'-6" 1G'-6" 10'-6" 12'-0" t I t?" �.:. ]iti###nart Strt#eners Stt"#anus St}#farars' ' 3.0 Ry 9 :-3 1,l-T*a :}_S rl s 1, x.li 7-jC"i`U lkh"0� dI t to a.,.»., 4444.-•n.•.;.-.. '»..�,'-" " . x g .. t'D 2.3 ZOO " • - I- Pro-350 1'-0" 1'-0" 1'-0" 2'-6" 4'-0" 5'-0" 7'-6" 8'-0" 11'-0" 1'-0" 1'-0" 3'-0" 5'-0" 7'-6" 9'-0" 10'-6" 11'-0" 12'-0" - Fr 197" 1,2lJ 9�a k.2?�i 1.533�j�.�:,..-., kF3',rD� td A, Sr:a -�° 2�•e ��'-C 2�-2°1u :�."-A* Ys°=a- zt'-��� ro°-tl�� B�:>rd� �rmp�--0i�pcl�ringrmwd, ..M. ,.�._.... Pro 550 1'-0" 1'-0" 2'-0" 31'-6" 5'-6" 6'4' 8'-6" 9'-0"' 12'-0" 2'-6" 4'-0" 5'-6" 7'-0" 9'-0" 10'-0" 12"-0" 12'-0" 13'-0" lei* 2111 LLti .. ,0 _ a 386 3'�. !C'5 1,3 a -Is A . . ?.,..5 li L1360 Live Load iecti0n 0,1,ininluni Criteria pet,com tapciaoro� 0 p O Pro 100C 1-0" 1-0 1-0 1'-0 2-0 2-6 3-6 4-13 7-0' 11-00. if-Y. 2-0" 3'-0" 4'-0' 5-0 7'-0" 7-6' 9'-0' 23 a 2,7 3.3 3 23ti 1,3,) 1,a 10 1,37 2,ala h.A 7,-aACP , 0afl0g TM r r " r " r n r " r » r » r " r r r r u r r n r r r t:a ?.as D,1fii) 201" I„Sf.J �1a 1,375. #.',735 2,;�i - 7,-r AY 2,7115 ,p 'It9RSFti�ttRad}1QFSFae,tdtCad 4a�SFtivetcs!lY4PSFaer3dlCad ' .- civil Tit 1�` r13.1E ae. 24"c.c, #2' #6" 19.2'' 2k"u.c lLFhi�t��gias...................2.5 Pro-300C 1'-0" 1'-0" 1'-6" 2"41 T-6" 4'-0" 5'-6" 6'-0" 10'-0" 1'-0" 1'-6" T-0" 4'-0" 5'-6" T-0" 9'-6" 10'-0" 11'-6" eta 7.6 a.? s 315 t,�si a,au5 %a�3 2`14 2,50 2Y15 2,52.5 .w" -,w.m"w,.-r�,.n,,., ,uwsaw�,w , * g, e r r * r w r n « Wmd aurin les---.-_-.__..-.......,3A �t .. ProTM400C 1'-0" V-0" V-6" 3'-0" 4'-6" 5'-0" T-0" 8'-0" 11"-0" 2'-0" 3'-6" 4'-6" 6'-0" 8"-0" 9'-6" 11'-0"r 11'-0" 12'-0" t14Ts" 23a .0 x23 3!l' 1 ,5 l,e�a.'. s.€ � 2,a1rs _2.r�a .;rtu s s11 Ilc tS-9 17"? t_,_g lA•t1 tE'•1 }sir? 1l 3" 1� 4 E lY O (A " n r r sao �.a 6,18 _ 019 1,+r''3 �:>1*7 1.5d' r�.666 2,615 3Cra S.3u@ �.41b i13 7131' k�a' ?i'u1' }'p'_1yX 51J 1<'-:" 15'_g )°,'-tt' Q15�tiia.............._...,_.9.ato140 Vf m \ Q Pro-130 1'-0" 1'-0" 1'-Or" 1"-0" 1'-6" 2'-6" 3'-6" 4'-0" 5"-6" 7'-6" 1'-0" 1'-0" 2'-6" 3'-6" 5'-0" 6'-0" 10'-6" 10'-6 12'-0 13-0' M_ _ - _ ._.. 2,81; T 3 d FTM _ 3.5314 � - r r r rr r rr 1'.0"' 1'-0" 1'-0" 3'-6" 4'-0" 7'-0" 9'-6" 1'-0" 1'-0'" 1'-0" X-0'" 5'-0" 7r-Or' 11 r-0'r 11'-0" 12'-0" 13_'-6" �' r v `• X7'•3` 1 '•I' 19'-F," I."9" . O (� dhR 2.45,1 n 4 .. . Sl ata to tli'al<t,_.._..._...,,.-,..15,0 psi a- y# , e sc",;' ssa d'3'•�' t2:'•fi 1T`•,1 EEa'•?' 16 r r rr 78 3,t�11 392 �l t+c am-9]0 1.3x5 53 iSC 2�Q5 1. !'d' 21'2' 9' 4* 111-3411 "tG 5« I7• " I.6't't' I# d"'- 8e0arBsctlnsxAatioat3•thick Pro 250 1-0' 1-0 1-0 1 Pro-350 T-0" T-0" 1'-0" 1"-0" 1r-0" 2'-6" 5'-0" 5'-6" 8'-6" 10'-6" 1'-0 1'-0" 1'-0" 3'-6" 6'-a, 7'-6" 11'-6 11_6 112-4- 13'.6" !1a 3.1 A 4,,f+ lle7 }fir•., I rt1, I dF0 . ° 13 . 2C5 .? ;� _ �-?,Ls 1 3 ] ??fit, }+ 4' 1( "- IV-11U, -- " .�.._ r x . -. a.Y. .. .�,bo_: _ :. ..r " 11 s" 230 �a,1-7v 21%11'" tri-5* 16',g" 7)i- z`y��. .16,42" r,�4,,:-+ psi _., 4444, TM 50 1'-0" 1'-0" 1'-0" 1 2_622 32_6.22 42_622 7r_Orr 72_622 10'-Orr 12'-0" 1'-0" 2'-6" 4'-6" 6'-0" s'-8" 9'-6" 13'-Orr 13'-0" 14'-0'" 15'-Orr �t4'- ": ,Fax 3.3 d,5a+? 12u9 L34.1 3,Cri;1 I-ai,5 J2.ala 2.7�.J.1 ?,1`.ti1 3,151 Pro 5 .- - --.,.,. ..� .._.,-. .- .... - -� .. yea 33 7,325 D12 1,355 1,C 1,5C:t ' '2,t+'3 215 3,D�" 3:50 3Ea ' 1�-d" 2s'Z'M :�!'-3G 2,,"-4' 33'-1* ?3'-2" td'-tAwar li'_1G•rt Bass,..,._.__..__.,.........®l psi n, r r r r r r r n r n r r r " r r r n r n r r r n r u r r r r r n r n r n .- ^�..-•-^ �+.-^^ T-7- 1 ^-- --..--.--• -•--.-_--_.•-.. - Pro 100C 1-0' 1-0' 1-0' 1-0 1-0 1-0' 2-6 2-6' 4-0" 5'-6 1-0 1-0 1-0 2'-0" 3-6 4-6' 7-0' 7-6 9-0 10-8 ; :e a 2 '_t ? _*. �a'_ 2r-A• 2d.,2d" ��"�. �. p:j p�iii" - - Il a ProTM 300C ' r r r r r r n r n r n r » r » r n r n r » r n r r n r r r n r n r n r n r n sEa. a:i 71.1) 926 2:31.x3 3,261, 1.1255 2,000 2.d a,, 3AS5 '3.930 1-0' 1-0' 1-0' 11-011 2-0 2-6 4-0 4-6 6-6 8-6 1-0 1-0 2-0" 3-0 5-0' 6-0 9-6 10-0 12-0 13-0 eta a 3 :,lt: a?9 g 2,I.ai 11'cs ako 2-lt; 2, ;:� y, ;q25 tic :11-4" 2}'-0* 19'-2' 17'_2a:rs 22_�1 ��I44�-r' 17 q'�*1i 15°G''� Flaarfin)thes !q � Pro- r r r r r r_ n r_ " r n r n r rr r n r n r r $'-6" 12'-G" 122-6rr 13''0" 14'-0" -"rr , .f1 a r 2t{I aL.kB 4«.23'11 7qi ,,<, }Ir3t'�rYFCtl tr{. a'iSii 1.»_.,4444_•...•�.Q .rf Pro 400C 1-0' 1-0' 1-0" 1 0 2 6 3-13 5-4-1 6-4- 8-6 11-0 2-0 3-4- 5-4-1 7-0' - _ H zaa 3� 5_az, sit 71,ta ar..ry .ae� 7 ally zn{ ?rra 3��a _ 9 '-2'* i!'3 81-6' c lra" Y.133 1.C8. 3.aa t4" iso r' r as a* _aR' iwt �ari �u rte.vine. , pit rsaa �� 6��, 63R rr „ r s�„ s�„ 2rr 4„ 6rr 8rr 10" 12" 14s 16s „ .."•°_',~ .. eF �i'.q°`"" .. «._ «I,"- " �� +~ai"' -° .. mac._ .,. _. .__ •__ Z. C. 6 8 10 12' 14 4 16,4 4' ': Trus Joist sax . £2.5:5 17'12 2,71a 1 a§ 1.725 3r51m 31ab 3.a'.r", 3,53(b a .:_ att•3 ..td`. 2I;i 2< 5* X36°+7" tl' 3r.1� T-0.n r n r n r » r n r " r n r n r n r » r n r r r r r u 1 • falrp¢tandpad.................•._.hapat ti0 52'- ' 2 •g• ?8'-6' 2-v-2*r' 32"d" 39'8` is=3"" 2a'-il•iw 18" Pro-350 1-0 1-0 1-0 1-0 4-0 7-6 13-0 1-0 1-0� 3 0 8;0 13-0'� 15;O,r 17-6 rim board t 1 Cauaon Oa ea!inaEase ris2reaar drs' n rte a dire«�rrer u otactx. 210 .6'•k" 2a'A"' 22"t h: 1')' r$�», 2G„rl• t, b•u: a'-d", 1,'-a°fF: ib*saramieo-rga�ry ti�u__,.,_.,",..-lap�r Pro-550 1'-0" 1'-0" 1'-0" 3'-6" 6'-6" 10'-0" 15'-0' 1'-0" 2'-0 6=6" 10-6 14'-6 16-0 18'-0 3 Sea d Nan 5 I st.ftaitnr nisaa3nls and u lin rwiun,at . d"t g^ _ ._. .w_ _ #e^ ^aa qtr-1• 2aa'-s* 21 i � ra"=f 2a'-* xi a 27°=s• c,ocrater Pro-300C 1,-U, r r r r r r r r r r rr r r r r r r r rr ,�a araa" - 2�' 25-1.*i' 2�'��F' 37=r� .fi-X"'' �'-s°t t aP>>1� LU LULU 1-0' 1-0' 1'-0 2-0' 4-0' 6-0' 11-0 1-0' 1-0' 3'-0" 6'-6" 10'-6" 13'-0" 16-6" 3 n -11 hrgalar j r7, .12b Ff Must have 1314 minimum joist (� t)) a_a �s'-° 2°-lt 1 2�'-2' ss-r sr°-� �'_ 2a-ttr TM r r '-(Y' r r r rr r n r r - r r r r r r r " r " r » r r General Notes " 1 rill "IF . -'r+ +2511 r>r ` Pro400C 1-0' 1-0' 1-0' 2'.-6 5-6 8-0" 13-6 1-0' 2-0' 5-6' 9-0, 13-62 150 17-0' liShtw�i;ht11J..............atArmlBflpst V ir_ n r_ " r r r_ n r_ n r_ 11 r_ n r_ _ r r_ n 9r_6n bearing at ends . a ;sl ra i:.ira4la�s �It�a,��antft' I t. •�f �t��,t•i Irl tra,� c . t•iia i1 I• ..,t o-:'�-: t:.� �t•f. �- • -i {t11W_Itstitlpnersaaemquimd.tirtmediata •rrtsotti¢+d 1�•xpa�nostsw`_,:,ntmiot 1 - langoiskat R , 20" n' , r r r r t _ - - _ _ r_ r " Itp in5lt'a tg"e1 Cl�t$t 71it1 tlr94 4�CtJC S ll ttaHy S an tlk�3�8Tt151.A llatde.i6 urTr I� l W Xtffl 5!A 1iTlC]100r Sty arsd tic"W erher a»b at tit iA _ ;Jta t Wri0g�grMEr Zeas�ho leltrarird spaas: 4p,Im ete l3i7_______________'£.,e p11 < W t1 �' �, p+l t� J �1E"' � "a�(,r,2rla9}.9"I 4.la Pro 350 1-0" 1-0' 1-0' 1 r 0�� 2 6, 6�0'� 10�6 14�6� 1�0� 1.41 r 1�0 6 0 11=6 15 0 17 6 1 C s b i Pro-550 1-0' 1-0' 1-0' 1 -0 3 6' 7-0' 12 0 16 0 _ 1 0' 1 0 4 0 9-4- 14 0 117'.0" 18 6 19'-6" + Ist3 For111's$601aisls 4eNFttrdtead111PffDeadtead 40 P.Ftivetc3dl?OfSFt7e3dtoad te'sllvegs Siv--af may mmetiai7s iwpas8d 8t tatRitr st part510 ha t a 119111 N Tii 114,� l'$90.8ttd 36®1 his p F Pro-300C 1'-tr' 1'-Orr 1r_Orr 1r_a' 3'-0" 5'-a' 8'-a' 12'-0" 1'-a' 1'-a' 1'-6" 5'-0" 9'-0" 12'-6" 16'-6" 19'-0" TJI RIM JOIST DETAIL ICCESUR-11.53amdWeseiraea�asesararstiactadins riabias_ 2M25 2.67vrtt 215 w14 22��ta #2'a:z- :s°o-aa t9t*a.s_ P4"o.c, t2a-c. to°o,c 13.2"�e. 24*ac . Acres,tcalDtt�tita,,,,,,,,,,,,,,,,,lpp�f '/�` it " rr r " r r rr '-0`11 r r " r " r " r " r U Pro-400C 1'-0" 1'-0" 1'-0" 1 -0 3'-0 6-0 10-0" 14-6 1-0' 1-0" 4-0 8-0 112-4-116-0 18'-0" 20-0 '�` ill * dKiOs `5�' Fl � dr1U- 11a +,`:d�.�- _,...15'.x' 14:1�r=1.,.-. 15'�' tY9! yx• mtsoard...................1'.2 fRA >, 31a ?1'-E' 1 l.y'. s SiP pit Leave Ye web at to and bottom of hole. DO NOT cut joist flanges. N.T.S. - ' 4' -- - p j g w= iiTltlrrnlDOLl (►t3€IQipErliAa 'Hitt t3G tiatfid . tilt Ray- hatRl 1'5`•2' NutRtr7. AslFir t"-I}* . la°-}i- %"a'l}Yr' board._........,.....,.2apsi tl(1 ,»u---. 44,44.-- ..- 1�l..J� /- 0 • Chart is based on uniform load tables in current design literature. t_ :�an3-out 2sr tx'•�" s'�' 's'-a` ra'�tr Ir �ia�Ertl"uis t,......,,..,...:..,aa f g d �dUt•8u-[art,dfpCttE►#the j,2istill ete".h*3 ;Ba 29'-gra' 23'-1o` EI=valva f rom to srta abnre T • For simple span(5 foot minimum)uniformly loaded joists not requiring commercial concentrated loads, one maximum size round hole maybe _1,�1�.tk,maeap�tA»,anderalc�,�,,,rtiK}.�ladrst:t•F:ax}at�ip,has a:�rwrFcansi a��a.� rdl�t ;at iJC- v ' located at the center of the joist span provided no other holes occur in the joist. 9 L.*J tr%csun t diiig a,�3" PRODUCT "� Now to Use These Tattles Gel}eml Notes Q V ALLOWABLE HOLES - Beams and Headers STORAGE �1 t� LU V � z w7T�+lR�ilrt� 4`,� �'�,���'��'`� p°ata�ctµroc'aretfturr.sgtaar^atwatrr 1. acts'mzinath�ap,�,ropri;at�lir�laasldaiiurta:�aritaria. �• Tabias�a,ta�sad�n: (v 1% *. % % 1% 2. Id�rt fythat iit,e ark daa land cctttditimt -UnUm lams- i� O 2x Diameter of the largest hole (minimum) * '1• ,•=" rA'fflax -Mara m'trtattaantsimpl.Vm1firtiausspan, " % #VrxjraapprgNOM owl orxr 3. 5ai�t on x�rkat s*act tg. -Cle�,distareD ttetwt�n 4al�pat8 '�i� v Y depth � ' _I�iailu91buirinZIRrik"tof1%*2:0frrarr�hsfttCeaar0anilR,irderl;-2dllta. _ - rr 4it�y'� 4. Sc a7 d�nwrl the Win a anti:yotc rrt mlctC thn span at ya[a appltcaiirn O ' T11' rtlsts.ete inteylded."; '°• *?' Atrenant 9r,tza9 ar 7ir of) G • Assurna4 campm2e xtim with a sir,-W Izyvof 24 an-caclar spar'-rutxl,Etue- o O Allowed Hole Zone ,, 1 SalnatTlijaistarrtd�p h eticna Spam ell ° I d I Witt when float ,_. srirsstl�r ars'a�ppr'xt blacks ngalDd flax'p�:�als!„r cafl✓w ' d;l',S t1A o Y depth o o � fa7•d rrse'a fincatlnrrs.� �'' - Site t ... ...,.. ,, .� patltl tea`e only. �k,.�,,.°�,i�`••��� .. .: fir�lnae'�*aC�r!"�ira�tC�ee:^'.rra�t,r n �•(� l� " ," ,, xrsr s parf Nbc"(ad or Larger) tkata'Mwts Aaw a dtzar waft a omt. = Spans gartaratud#ran 61 arh u sa#trr3re may m--s4d tw spurs shawn in OL "k-1 of W ira-cenfer to kaop f atdlss Trr aceatr3 efj r:t trocartm-e�r .: Eh se tabl;is kxau se W gars,ra IA'.wtual dasien m30501111. '- 3 .'.. b ertadenddarda tsr . ....., r. For a lcaticosand01• _r ba dirt crsnddiartsnotsbarrnrr;derto n, A,Ilowed Hole Zone . 4: - a$#airrm�sa,Ratir}gs, Y span 3 span t. � ,-,,:. ,444,4.. 4444, .�..: '.. ' y p'F" $ 1►0'eyerfiaeusar sa#trs'ara or b thfr lead tam an gaga a. (� Cut only round holes and lruel,;vt4TPA Jaa$e,c1F„+eC,nd, T3,40rgot verct..=1A me+cr�T�#a�aravacrR-rMCu:cre TI-a.aaoj MEWC1.2ass only in the center of beam �I ROUND HOLE CHART GENERAL NOTES o. BEAM DEPTH MAXIMUM ROUND . Allowed hole zone is suitable for uniformly loaded beams only. �_ O 0 HOLE SIZE 438' 1" r kn • No rectangular holes. z 512' 13/4' o 7Y4' w to 20" 2" . No holes in cantilevers. z ' # ~ Q d See illustration for Allowed Hole Zone � Q v <;�J � r Q N STAIRS GUARD NOTE: LEGEND F H R511 4 R512) (TO COMPLY WI T a• NEW EXTERIOR WALL CONSTRUCTION —2" NEW LOAD BEARING INTERIOR PARTITIOND O " LL —STAIRWAYS SHALL NOT BE LESS THAN 36" "TOl)U O'CNNE IN CLEAR WIDTH ABOVE THE PERMITTED X 6° WOOD STUDS (916" O.G. PROVIDE WALL GONSTRUGTION BETWEEN GARAGE fARCHITf C 'f p. C. HANDRAIL HEIGHT AND BELOW THE REQUIRED R-1,1KRAFT-FACED BATT INSULATION AND MUDROOM-2"X6" WOOD 57UDS ® 16" x77 AND 1/2" INTERIOR GYP. BD. (SEE .•,II O.G WITH I/< GYP. BD. ON MUDROOM T®®[3 O CONNE4L,AIA HEADROOM HEIGHT SPECIFICATION AND NOTES) AND 1/2" SIDE AND 5/8" TYPE "X" GYPSUM WALL j200VeteransMernorialHighwa -MINIMUM HEADROOM HEIGHT TO BE 6'-8" EXTERIOR PLYWOOD SHEATHING, AIR ` . ,Suite 120 ' '- BOARD ON GARAGE 51 DE (SEE INFILTRATION BARRIER AND SIDING AS SPECIFICATION AND NOTES) Hauppauge,NY11788 SHOWN ON ELEVATIONS. PROVIDE 1/2" -MAX RISER SHALL NOT EXCEED 8Y4" RIGID INSULATION BOARD BEHIND SIDING. 10" POURED CONCRETE FOUNDATION P(631)650-6666 WALL WITH 12"x24" POURED CONCRETE T(631)650-6667. -MIN TREAD SHALL NOT BE LESS THAN q" NEW LOAD BEARING INTERIOR PARTITION FOOTING (SEE DETAILS). PERIMETER WALL CONSTRUCTION-2 X6 ' WOOD STUDS 6' PARTITION WALL-2" X 6" AGO WOOD • « II I —STAIR PROFILE: NOSINOS SHALL NOT BE — KRAFT—FA ',:'•,, a»<m' t"n : , . � 16 O.G WITH I/2 GYP. BD. ON BOTH STUDS @ 16 O.G. PROVIDE R—lc[ ;,�, � ��,�,• ;, LE55 THAN 5/4" NOR MORE THAN V4" (SEE SPECIFICATION AND NOTES) GCD BATT INSULATION AND 1/2 loo, 22'-4" 5'-2" �'-4" 5'-2° INTERIOR OYF. BD. (SEE SPEGIFIGATION -HANDRAILS SHALL BE PROVIDED ON AT _o PLUMBING CHASE WALLS AND NOTES) LEAST ONE SIDE OF EACH STAIRWAY WITH - TWO OR MORE RISERS. TOP OF HANDRAIL O CONSTRUCTED OF 2"X I WOOD STUDSNEN SHALL NOT BE LESS THAN 34"' AND NOT 16" O.G WITH I/2" MOISTURE NON-LOAD BEARING INTERIOR MORE THAN E • ALL THAN REO5 ISD HANDRAILS PARTITION WALL CONSTRUCTION-2"X6" II , RESISTANT GYP. BD. OR GEMENT BD.ON BATHROOM SIDE OF STUD WOOD STUDS © 16" O.G WITH I/2" GYP. BD. ON ONE SIDE AND 5/8" TYPE"X" SHALL BE CONTINUOUS TO THE FULL LENOHT OF THE STAIRS FROM DIRECTLY ABOVE THE GYPSUM WALL BOARD ON MECHANICAL TOP RISER OF A FLIGHT TO A POINT ' 4 NEW NON-LOAD BEARING INTERIOR ROOM SIDE (SEE 5PEGIFI(,ATION AND s DIRECTLY ABOVE THE LOWEST RISER OF THE PARTITION WALL GONSTRUGTION-2"X4" NOTES) FLIGHT. ENDS SHALL BE RETURNED OR SHALL N • •; - WOOD STUDS Q 16" O.G WITH I/2" GYP. - �� . TERMINATE IN NEWEL POSTS OR SAFETY _ -' BD. ON BOTH (SEE SPEGIFIGATION AND TERMINALS. HANDRAILS ADJACENT TO A WALL � � ' �' 0 HOLD DOWN AS NOTED- SEE DETAIL 4/A.3 NOTES) SHALL HAVE A5PAGEOFNOT LESS THAN IVY O CFM FAN TO EXTERIOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BETWEEN THE WALL AND THE HANDRAIL. NEW EXTERIOR WALL CONSTRUCTION ON m 'ly HANDRAILS SHALL NOT PROJECT MORE THAN a ° DOUBLE HEIGHT SPADE-2" X 6" WOOD ® 6"x6" POST UNLESS OTHERWISE NOTED r 4/2" ON EITHER SIDE OF THE STAIRWAY. I - - - - - - - - - - - - - - - - - - STUDS 16" O.G. PROVID N E R-IQ 10 KRAFT-PAGED BATT INSULATION, I/2" BEAM OR GIRDER AS NOTED ON PLAN O CDX PLYWOOD ON INTERIOR SIDE UNDER z -OUARD5/RAILINGS ARE REQUIRED FOR ANY I I I I Q v SURFACE 30" ABOVE FLOOR OR GRADE. 1/2" INTERIOR GYP. BD, (SEE — — POST FROM ABOVE SITTING ON BEAM - 20'-4" 15'-8" SPECIFICATION AND NOTES), AND 1/2" z _j -GUARDS/RAILINGS SHALL NOT HAVE A OAP I 12x24 P. GONG. FOOTING I EXTERIOR PLYWOOD SHEATHINO, AIR HARD WIRED SMOKE DETEGTOR W/ BATTERY OF PASSAGE OF MORE THAN q" W/(2) #4 REBAR W/ 2"x4" �; INFILTRATION BARRIER AND SIDING A5 BACK-UP Z KEYWAY; MIN. 3b' BELow I I SHOWN ON ELEVATIONS. PROVIDE 1/2" N I I GRADE DOWN INTO VIRGIN SOIL. (TYPICAL) 4 POURED CONCRETE SLAB (5,500 HARD WIRED CARBON MONOXIDE DETECTOR RIGID INSULATION BOARD BEHIND SIDING. �- ]f PSI MIN) W/ 6x6 W.W.M. AND VAPOR W/ BATTERY BACK-UP MIN 12" A.F.F. AS i ui o d w o BARRIER OVER 4' DEEP m _ ° u N I I 4" POURED CONCRETE 5LAB (3,500 I I N NEW EXTERIOR WALL GONSTRUGTION IN PER SECT. 1225.2 NY5 CODE n o z~0 ' P51 MIN) w/ bxb W.W.M. AND VAPOR I I COMPACTED GRAVEL. PROVIDE GARAGE AREA -2" X 6" WOOD 5TUDS LEXPANSION JOINTS AT WALL. d i u,u s�' BARRIER OVER 4 DEEP - °m z w w ' ` 12" P. GONG. 16 O.G. PROVIDE R-IGl KRAFT-PAGED u =ua w IG-� COMPACTED GRAVEL. PROVIDE U I I M11-1--coo °s 3 i O '^ TRENCH FOOTING 6 BATT INSULATION AND 5/8" TYPE "N" DENOTES EGRESS WINDOW n°o o EXPANSION JOINTS AT WALL. d ° < I I0' GYPSUM WALL BOARD. (SEE 7 w *z°*o=N m P IFICATION AND NOTES) AND 1/2" u' z N t- -7 Q '-0' S EG t"' EXTERIOR PLYWOOD SHEATHING, AIR w Q 10" P. GONG. I 112" P. GONG. INFILTRATION AR I u`_$;_Z"-' v r: I I TRENCH FOOTIN B R ER AND SIDING AS PROVIDE NEW 4 THICK GONG. . ' I I FOUNDATION WALL d*s z v w z v 0 SHOWN ON ELEVATIONS. PROVIDE I/2 1 d N F o o m o W O (w/ bxb W.W.M.) PAD FOR NEW m I I HAUNCHSLAB AND PIN A/C UNITS SUPPORT RIGID INSULATION BOARD BEHIND SIDING. oQwQWOQ= II TO NEW FOUNDATION —� dtu C, — — — — — — — — — — — — — — — — Z�Npw�ogs�n� a a Q�O�0w�'zl9v� . :.777777- 77. - . • ��NwQ0.F� u w o0. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — 5/g" TYPE 'x' GYPSUM BEAM POCKET BEAM POCKET O w�'— wFwv WN BOARD ON FRAME - I m v o v*u z u W, F u WALLS AND GEILINO Q I. w uN�� v i MF�HANIGAL I.Q � Ip I' I 411 POURED � - � - T - - - - - - 4 - - - - - - - - - - - -, Q1uwooN��o� Z zUN�Od�vi�oz (� _ I I' ROOM w Lu Q I I CONCRETE SLAB I I' <. Q Q Q Q \ Jm z n NOTE: (5,500 PSI MIN) W/ �-•-°J-- - -j- - - - - - - - - - - - - - - - - x 3 w m I I NEW FURNACE DIRECT VENT MUST w J ' CONFORM W TH MANUFACTURE'S m w I a• I bxb W.W.M. AND \ I x LINE OF FIREPLACE w I VAPOR BARRIER INSTALLATIO:t IN5TRUGTION5 AND N N x OVER 4 DEEP 0 CLEARANGF3 FROM UNPROTECTED o ABOVE N N I I COMPACTED CONSTABLE MATERIALS A5 r 5 ",V STEEL Plf E GRAVEL. PROVIDE 1- v v Im / x - _ (2)1 3/411x11 /8 ML. LVL FLUSHED .; I EXPANSION JOINTS INDICATED ON THE APPLIANCE o _ COLUMN WITH LABEL AS PER MI506.1 OF THE rn i 50"X50 X12" POURED AT WALL. LOWER FOUNDATION N.Y.5. CODE I� p j CONCRETE FOOTING70_ _ _ _ GARAGE DOOR t �4 I �- I I I . • L - J I PITCH SLAB R NEw I m 1�y �I I H.M.5.G. IIBII I I < - -I I T -f -I LABEL DOOR -1 I\ /� 5 �"X 11 �" TJI F,J. ® 16' O.G. + I. I. I•. I 560 SERI E5 I - _l° 5 XII " TJI F.J. i6" O.G. \ 10 POURED GONG - -� _ _ 560 SERIES F 10 POURED GONG I I W FOUNDATION WALL (MIN 5500 PSU 3 7 I I I FOUNDATION WALL (MIN 5500 P51) j 8"•rP. GONG. (2)I /4 xIl /e" ML. LVL FLUSHED � I TRENC FOOTING I I 12x24 P. GONG. FOOTING m m I 4" POURED 12x24 P. GONG. F0071NO ✓r I - W/(2) #4 REBAR W/ 2"x4" ��/ I I CONCRETE SLAB I 'a L�-W/(2) #4 REBAR W/ 2"x4" I p P< PROVIDE KEYWAY; MIN. 56" BELOW tu J� w I (5,500 PSI MIN) w/ I I KEYWAY; MIN. 56" BELOW I 3 I Z ESCAPE LADDER i F '\ GRADE. (TYPICAL) FINISHED \ r-- I: 6x6 W.W.M. AND GRADE. (TYPICAL) O f4. • ; " • II o BASEMENT - �, � {�� p I , • VAPOR BARRIERWIDE PERMANENT tob OVER 4' DEEP CbMPLYING LADDER AS I G.H. q'-O r{1 I I COMPACTED I I or z REQUIRED UP TO GRADE S \ I GRAVEL. PROVIDE I r O d p I m I WITH MAXIMUM b" �` � I .. OPEN GUARDS SHALL HAVE BALUSTERS ORLL EXPANSION JOINTS Z t(1 I- `q ENCROACHMENT INTO ORNAMENTAL PATTERNS SUCH THAT A (�'� /� I •' I AT WALL. I I SLAB ON LOWER FOUNDATION p 0 m m REQUIRED DIMENSIONS I X 4-INCH-DIAMETER SPHERE CANNOT PA55 U J� I I I TO ALLOW FOR NEW N m THROUGH ANY OPENING UP TO A HEIGHT OF 3 I SLAB ON I GRADE GARAGE DOOR WIDOW MAX 44" RESIDENTIAL CODE (TYP)54 INCHES. AS PER ON 1015.3 OF NYS I O RADE I I I o N ABOVE FINISHED FLOOR O I I I 4" POURED CONCRETE SLAB NOTE: I 5 ,P STEEL PIPE N I dJ p COORDINATE ALL FIN15H -d a COLUMN WITH ,x I I I I (4,000 PSI MIN) W/ 6x6 W.W.M. AND I b I O 5 VAPOR BARRIER OVER 4" DEEP MATERIALS WITH CLIENT PRIOR TO CONSTRUCTION- CONCRETE POURED "� 'STEEL PIPE COLUMN �0 g. CONCRETE FOOTING I II I ,�• I COMPACTED GRAVEL. PROVIDE I � I � 4 FLOOR, CEILING, WALLS, ETC. N I _ _ _ _ WITH 50"x50'x12 EXPANSION JOINTS AT WALL. g I 7)1 /�I I ML. LVL FLUSHED p d� - POURED CONCRETE I I I I I I W to - -� FOOTING UNDER POINT NOTE: LOAF ABOVE � ,,� HARDWIRED SMOKE _ 3 "X 11 " TJI F.J. 16" O.G. -� - - STAIR DF-51ON AND DETECTORS TO BE _ 560 SERIES 3 "X II " TJI F.J. I6" O.G. - a CONSTRUCTION BY I I PITCH SLAB N p 560 SERIES - - p PROVIDED IN ALL w iu OTHERS. BEDROOMS A5 PER CODE. "� 4" POURED CONCRETE SLAB (5,500 I? w - I ? tu PSI MIN) w/ bxb W.W.M. AND VAPOR tp _L _ _ NOTE: BARRIER OVER 4" DEEP UA u J I (2)I 3/a"xll 7/8" ML. L I I I PROVIDE STEP 400 SERIES ANDERSEN I ° : COMPACTED GRAVEL. PROVIDE m w LVL FLUSHED X w I I FOOTING A5 REQUIRED. WINDOWS OR AS EXPANSION JOINTS AT WALL. x x N �( L - - - - - I I Lu Z (� 5ELEGTED BY OWNER. I I� m III 1 -f -I BEAM POCKET I I I ( I I Q x-4.-1 (� — •: N DOUBLE ALL JOISTS UNDER I BEAM POCKET - - - - - r - -i- - -1 - -j - - - - - - - - —1 BEAM POCKET -i-1 - T - T - - - - - - - - - rat PARALLEL PARTITIONS HAUNCH SLAB AND PIN ABOVE I - - - - - - - - - - - - - TO NEW FOUNDATION I L - L- - �- A - - - - - - - - - - - - - - - -� F- -_�- -� N -- - - - - - - - - - - H--q� v _ I • - - - - - - - - - - - - - - - - - —1 - - - - L — - - - - - - - - - - - - - - O 4" POURED CONCRETE 5LAB O QL 1I 1 O (3,500 PSI MIN) W/ bxb W.W.M. O Lu AND VAPOR BARRIER OVER 4" DEEP COMPACTED GRAVEL. PROVIDE EXPANSION 7_4 JOINTS AT WALL. 14'-4" � 4 01 I- Lu N m lo all `0 d N z PROPOSE;) FOUNDATION/ FINISH BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" Q v v C� 0 1Q j 9w W . %wY"'«-w4'•�f+`0i•1k��3:a a�'SiEiF IODU O'CONNUL fA A C H I I' EC 'f Y C. TODD O'CONNELL,ALA 1200 Veterans Memorial Highway Suite 120 '. Hauppauge,NY 11788 P(63 i)650-6666 , F(631)650-6667: C,(516)658-032:5 -.22-4° err tv rf 41 21 lo . �. 'Yt 14 Yid•TI;�: p10 22 lo I ol 3'-2" 3'-O" 6'-O" 10'-6" 10'-6" _ _ �'-O" q'-8" II'-O" II'-O" Q r - NOTE: COORDINATE ALL FINISH _ MATERIALS WITH CLIENT 6"X6" AGO POST W/ PRIOR TO CONSTRUCTION- COL. ENCLOSURE AS FLOOR, CEILINO, WALLS, ETC. SELECTED BY OWNER. NOTE: p D HARDWIRED SMOKE DETECTORS TO BE PROVIDED IN ALL CONCRETE PLATFORM BEDROOMS AS PER CODE. AND 5TEP5 WITH OPEN OUARD5 SHALL HAVE BALUSTERS OR STONE FINISH AS 1" ORNAMENTAL PATTERNS SUCH THAT A 5ELEGTED BY OW ER. N NOTE: 4-INCH-DIAMETER SPHERE CANNOT PA55 400 SERIES ANDERSEN $TROUC-H ANY OPENING UP TO A HEIGHT OFWINDOWS OR AS NGHE5. AS PER 5EGTION 1013.3 OF NYS 3x6 -' t 5ELEGTED BY OWNER. ,IIDENTIAL CODE (TYP) cv J NOTE: DOUBLE ALL JOISTS UNDER O z SCREEN FATI z PARALLEL PARTITIONS - , ABOVE FATI O w�<III J) = O PROVIDE SCREEN AS SELECTED BY 3°x68 STONE WALL. w �,�LIo, 000 NEW A/C UNITS TO BE -1'-O" OWNER AND IN ON EXTERIOR 1<1 INSTALLED PER ELEVATIONS. INSTALL SCREENS PER ~ o 0 o MANUFACTURERS MANUFACTURERS WRITTEN 'o o J o ~ ° WRITTEN INSTRUCTIONS. INSTRUCTIONS. n F T O 4 0 t- waw Ii- �o PROVIDE DRAIN IS) �zZ Ll �N�� Q A/G A/C I'- w� NEW PLUMBING HOLES o-�z o z UNIT UNIT m DN 3R 0161 0 LU o(3;,,�a FIXTURESAS SELECTED EID BY SHES --I I 3_ O pIz=0QowQDN OWNER. WDH2O36 WDH2432 ID 245:2 F Q _ o ro O JIM FWG16 O 'y UJI WALL a 08 I �± STONE AND TEMPERED GLASS GLA r'r o I - AROUND 1D a wisz00do� -1 D SH ER �i OUTDOOR — U< p — z-0, RF zNu F SHOWER. OSEBIB Qao�uwQz�v� oz a -- 'L I'd, = \ FIREPLACE ` `r HOSEBIB — — — — — — — �" w* n um' IL w O ® �~ nou_L Ul moo STONE FINISH A5 I -6' 4-6 4 o O SELECTED BY .. -- ®o ; �:y.=._. _ ._a'. -.«<. ;.�_ �>-�_-_.�- l• F- C OWNER. I r_%� �._:-__.___..=-=-� �- ' _--- I - _ _ a du, u LID ���TH Hr QQl-ki,00 o° Q BOOM i b F-1 ° 8" DEEP GOM5U5T11I UE �I 1�-f 1 I \ I� I > LU MANTEL. AS PERM NUFACTURE S v > - � �1 � J i O I0 } ® ` I m WRITTEN INSTRUGTIC 5 = F h. r STEP STEP X x 22" NON-GOMBUSTII E HEARTH. - -FINISH A5 SELEGTE@ BY OWNER — R' = 0 9-- :..:«' :--T. . = o o l� - - -_ r _ LD N ti.. WALK-IN CLOSET _ -- �I KI TGHEN ® — DESIGN AND FINISHES NEW UL APPROVED PRE-FAB OAS p6 _ _ _ _ _ _ AS 5ELEGTED BY F.P. TO BE SELECTED BY OWNER; 0 i , OWNER. — EXTERIOR COMBUSIg4-AIS--DUCTL zI B>drTH `o t j �y I SHALL BE A LISTEDOMP HENT - �) �p MASTER OF THE FIREPLACE INSTAL rJ =� _1ti_ _ REF. o BEDROOM ACCORDING I NEW KITCHEN PLUMBING FIXTURES, m C.H. `511-011 TO MANUFACTURER iNRI_ TEAL _------- APPLIANCES, CABINETS, AND FINISHES __ _ FLOAT GEILINO TO I yy - — --- ;1` -5 INSTRUCTIONS. ACCOMMODATE FOR NEW AS 5ELEGTED BY OWNER. INSTALL O O � FLUSHED STEEL BEAM _ {i I` ,I O CD PER MANUFACTURERS WRITTEN E•fLOORI NG,AS r l ,a INSTRUCTIONS. PANTRY ��R �E - + III O O v ��. . m I � I d OWNER. 2 =.____- _1. - o �� -, , �, LINE OF FLOOR ABOVE. m — — — — — — — — — HMSG IIB�I ,_.. � _ - zP-R�VIDE Y2" GYPSU OPEN GUARDS SHALL HAVE BALUSTERS OR _ LABEL DOOR dJ � :: '- -' _. - r, O USI ~ __ - -. WALLBOARD ON W LLS--- ' _ � ��. ^--- cz - AND GEILINO. ORNAMENTAL PATTERNS SUCH THAT A 28x68 O -- - >�_...__,_ -'�_s . - �--- _ Q 0 0 z 4-INCH-DIAMETER SPHERE CANNOT PA55 THROUGH ANY OPENING UP TO A HEIGHT OF ® +8R DN IR -� 0 34 INCHES. A5 PER SECTION 1013.3 OF NY5 _ o e t8 GYP PROVIDE MWALL BOARD ON ui RESIDENTIAL CODE (TYP) I 0 N l- •t WALL5 AND CEILING. - - ---- --- - ++ j W 0 Ll ❑ LINE OF FLOOR 0c, t 2x6 0 8 ❑ -- -- - _ - ,,�=f=`�- :=�:". _ o 1 2 xb ABOVE. 1 o — — z NO lu 26x68 GL. FOYER C I FLOORING A5 D I N I NC ~SELECTED BY 2° 68 -- — — — — — — - OWNER. - ROOM ' r- HL �I ___ - _ III .- ,:;__.:,; -_ -, =°�� :_-- _=-� LU UA I x DECORATIVE FRONT - *WDH3046* LU 5TUDY 26x68 o - III DOOR WITH 2 SIDE t G.H. q'-O" USE P o D O I LITE5 AS 5ELEGTED v (� I / rn BY OWNER RM — -- — *WDH3046* *WDH3046* LH Eli \ PROVIDE Y�" GYPSUM WALL BOARD ON WALL5 q AND GEILINO. 4(�,' ❑ FORTI GO ❑ 0 �-- *WDH3046* *WDH3046* ' LLi *WDH3046 *WDH3046* " ;- SP LU K 6"X6" AGO POST W/ (k CONCRETE PLATFORM COL. ENCLOSURE AS m AND STEPS WITH �O/ SELECTED BY OWNER p STONE FINISH AS 1L ° SELECTED BY OWNER. o 1.1...1 z d �'-8" lot 23'-O" LU 10 Ir �r z FROFOSED FIRST FLOOR PLAN 6 5GALE: 1/4" = 1'-0" v y 1700D O'CONNLLL k RC HITFCT P. C. TODD O'CONNELL,AIA 1,200 Veterans Memorial Highway 'Suite 12Q Hauppauge;Nr.11788 =.P(631)650-6666 (631)650-f 667: ::._C.(S,i 5)658=0325 y ,f ✓ C 22'-8" Ell OPEN GUARDS SHALL HAVE BALUSTERS OR D GORATIVE ORNAMENTAL PATTERNS SUCH THAT A OU DRAILS AND POST 4-INCH-DIAMETER SPHERE CANNOT PA55 111 ASS EGTED BY OWNER. T ROUGH ANY OPENING UP TO A HEIGHT OF In INCHES. A5 PER SECTION 1013.3 OF NY5 RESIDENTIAL CODE (TYP) 1- ❑ TERR?�GE a ❑ but O q l'-4" z 10 58'-8" J 8" z t11 O }- Iq'-O" 21'-8" Z 10 � ROO M BRANS o°J z LIGHT i VENT GALG. FOR ~ � � FLOOR AREA= 250 S.F. BEDROOM�2 5'-6" 2'-6 u�i �;nJ= o G A55 AREA= 26.62 S.F. �' 6' 6'-O' q'-6" 6'-4"� 3'-4" 2'-10" 3'-6" u,a w i o'0 0 VENT AREA= 14.46 S.F. 10 LIGHT= 10.6°6 L VENT= 5.85U PITCH PITCH 22'-O° 0. °J J - ~°° Hz�- d °w°x zulv1- IL yF N �. U0ii,pw�01�0 tU - -- 9 *WDH3046* *WDH3046* AW51 AV451 AW51 \ *WDH3046* *WDH3046* - Q w � z� Uju0 lU l) F 3Qif1HOQmO� � 0 / \ I dJ V�� — — — — — — — — — — — — — — — — — — — - �u,�wQxz�� Qw v — — O °r u,T,z-dwOQF m —I Q d F =d0 T dIIIU � 2 m z�°QF�i�oJow PROVIDEY,' GYPSUM / - WALL BOARDI ON WALLS / �r CJJ _ _ _--_ * * d0�0.0� zzw0 in I I AND GEILIN -- --- / _ - -I_ " m / j -- z \ / O ` TEMPERED IGA55 W W�w 6 v a- X / I _ - -- J UN�INISH D o I J� �1 Q� Y� u, BED ooM 2/ 1 / _ w ° °Y I --- 1 - --- STORA E I ��,N00vQoz 0 0 tu 13 FLOORING AS I /, / Ilt I _V =, -1 I ` I I pds'Qw3Qdn Q SELECTED BY / I J ( I p z Q_ T O OWNER. I / --'-------_._—��. ._. — / I I w w w d w x _ FIREPLACE xx�z ��� �o H,-QdI-uIOQt-OU (� c� WALK-IN CLOSET STONE FINISH AS OPEN TO 1 \ DESIGN AND FIN15HE5 � � SELECTED BY / OWNER SELECTED BY - OWNER. BELOW X I IN / o o BATH N \ � � z Q = G.H. 8'-O" z -t 24x68 I �— — — — — — — — — — — — W t 1. " / '-OPEN�UAR175 51 BALL HAVE BALUSTERS OR °J ORNAMENTAL PATTERNS SUCH THAT A x La O O m I ® ® 4-INCH-DIAMETER SPHERE CANNOT PASS °� l i 1 O O �" / / I I O O 0 3-s a UNFINISHED. r / PROVIDE T OUCH ANY OPENING UP TO A HEIGHT OF \ ® I 1 rn m �` m m DOUBLE NCHES. AS PER SECTION 1013.3 OF NYS 2-� 3' 4" / STO f�CE m n FRAMING RESIDENTIAL CODE (TYP) _ \ NF I N 15HE ���� I I I ~ NEW PLUMBING A771 r_1 � ��1�' 1�' It'll � z T _ �O 2 X6 \ FIXTURES AND bx6 TTI bx6 A TI I I I F u� �� ~ W d� \ FINISHES AS AGGES ACCESS m kt O 4 \ SELECTED BY - / 0 w O — — — 25'-6" \ OWNER. / I D Z NEW FLUMBINO WALK-IN G L OSET I I I � do FIXTURES AND DESIGN AN FINISHES FINISHES AS A5 SELECTED BY Ln SELECTED BY OWNER. I -�- ----_._-- _.. z / �� ��lrvf; OWNER. I \ -- OPEN TO w BEDRO M #I \ II� = BELOW a G.H. 8'-0" �� '' �0 5TORAOE 3' II° 3' 7" if3E R .`O #3 - _ G '. al-1011 !+ 1 m I \ G.H. 8' O" 2 OFLOORING AS —FLOORINO AS SELECTED ER �� -- J rn SELECTED BY J� 'I ' 'I ' oW _ ,:: I _ _ _ _ I I il-1 71.1 / PROVIDE y2" OY SUM *WD 46* *WD 46* PROMp E Y2" G-YPSUM _ GW125 AW51 GW125 HALL BOARD ON WALLS-- H30 H30 y WALL BOARD ON WALLS--- I AND G ILINO. — — — — — TEMPERED I I TEMPERED — — — - — — — — � ' AND CEILING. ; .., IOLA55 I HA Z _J 9) m - -_:._ MASS— A - ISI I �__, _._.__� _. :� I I L - --L — — — — — — — — - - — — — — — — — L — L � �� A C) UA w - *WDH3046* *WDH3046* GO PER `�� I�❑- *WDH3046* *WDH3046* !m _ m -.—.— - - - ,.\ STANROOF SEAM - ,- _._._ -- -- ____-- � LU L -1 - - -- 1- - - - - - - - - --- - - -- --- - ----- -- ----- - _- - - - -1 - - - - �l — — — � LIGHT t VENT GALG. FOR NOTE: NOTE: BEDROOM*3 COORDINATE ALL FINISH HARDWIRED SMOKE I FLOOR AREA= Iq8 S.F. MATERIALS WITH CLIENT DETECTORS TO BE A ` LIGHT t VENT GALG. FOR _V—__ v _ OLA55 AREA= 20.62 S.F. PRIOR TO CONSTRUCTION- PROVIDED IN ALL O BEDROOM## VENT AREA= 11.46 S.F. FLOOR, CEILINO, WALLS, ETC. BEDROOMS AS PER CODE. UA VVZ FLOOR AREA= 214 S.F. GLASS AREA= 26.62 S.F. -6" 6'-O" 6'-O" 3'-6" 3'-4" 3'-8" 3-6" �'-6" �'-4" B'-6" 4'-6" 4'-6" LIGHT= 10.4% VENT= 5.5% O VENT AREA 14.46 S.F. LIGHT= 12.4% I2'-O" �'-O" 14'-4" q'-O" NOTE: ''II ,, VENT= 6.5% 400 SERIES ANDERSEN O 1H WINDOW5 OR A5 SELECTED BY OWNER. Iq'-O" 21'-8" 12'-6" 3'-6" q'-8" III-01, I -O' 23'-0" (� w 0 OL z NOTE: a — < 36'-2" DOUBLE ALL JOISTS UNDER Q PARALLEL PARTITIONS q l'-4" ABOVE t W NZ m PROPOSED SECOND FLOOR PLAN. m ' d � d � Vo z 5GALE: 1/4" = P-0" # W 4 to � < � 0 N bah+• sOS^1.K.`e '.',:.6.iW+ • TUUD O'CONNUL A R C H i I ECT F.0 �T TODD O'CONNELL,AIA 1,200 Veterans Memorial Highway Suite 120; Hauppauge,-,NY"11786 P(631)654-6666 -(631)654-6667. C(516)658=4325 I,.. r [O 7 i r=_ to r O z # Q v z 111 PROVIDE ICE PROTECTION AS PER R905.2.7.1 WHICH Q }- CON51575 OF AT LEAST 2 LAYERS OF UNDERLAYMENT v Z CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S LINE OF CONGEALED EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL 4 w LINE OF THE STRUCTURE ALUMINUM FLASHING o Z N u _ (TYPICAL) ROOF PITCH 8 ON 12 I POOH '=Q o /-/- w , wF V� u,zuV— . I �wtlt`�-FQaOWRwa CD \ I I z CD �z R OF ITCH 8 Ot 12 / \ \ IQ� I �'N13wL)k) Q IQ� / f -1 I 4x3 ALUMNIUM GUTTER W/ / 0 PITCH 5x4 AL.UMNIUM LEADER TO Q F z u Z O j OI I I I / \ I I l� � I � ry � 5 ON 2 _.________.__.__-.__-.._----- --��-I -I- ON SELIEG A D BY BOARD W o O r------------ f] F- 0 \ \ I ilk I / O I _ I W/ VENTED SOFFIT QEF<VFF000 R OF Qv Q�w�o< 01 �Iroo wwQzLIdu V 3 N 2nL-1 n0 u, 1z V tL- 47x4" HOOD '; WO>wTO�wdW, 0 �l ASPHALT SHINGLES TO u v a w v p _ POST - LL I a 1_ BE SELECTED to U_N T w z u ll m F{o � -� OVER 15# BUILDING FELT u oo �a_u z 3x�w0(�N�xo� Z fv _ -_--__ I ._ /ROOF PI TGH 8 ON 12 ROOF PITCH 8 ON 12 PITCH >> ---- - 1 5 ON 2 Lu Lu owd w�- ,-Oddi- uloo�-ou La ROOF PITCH 5 ON 12 2"x12" R.R. (UPPER ATTIC - %">14" - � / ROOFFITCH80N12 \- — I L L RI GE /GO TINU US V NT _ — — — — — — — — — - 27x1 GES GO TINU 5 VENT 0 2"x12" R.R. I " 0 - . /vv I v -\ \ I X Q1- _ - -- -- w z / � � I N � F- _ -_ _— ---- - - - - - - -- ---- -- --,� iv ? 7- ----------- IL N w — - -- — ----- ._ — / I — - - - o o IL - i tu 1- --—---- — �a/i I \ I z 4"x4" WOOD I ^� I >� I I z O - ( -- --- / POST W - -- --__ — I \ \ I I X N w zl I I \ GL - -- / I w i I /� �2"x10" R.R. ® 16" O.G. Q O lob I I \ < O I - - - - z 2"x10" R.R. ® 16" O.G. I (k I �' 2"x12" R. . ® 16" .G. \ / x 0 \ _ - - --- ---- --- -- _.::_- __-.__-_- - -- - - - - I I OOF I II 2"x12" R.R. a 16, O.G. \5ON2 I I 'I ' LLJ t I , 1_ - _- _1- --I -I _.1 _l _ (-- -� - I-- _1__ -I -. I I RO F 50 - A 1 U A }} H 27x6" G. I I6" O.G. _', Ohl vel �L. 2'x6" G.h. 16" O.G. i 3 N 2 -1 Z r� RO ROOF (UPPER Ys ATTIC f" � , 6 �I� P�' [ �I: _ - - _-(UPPER 1 -ATTIC.- --- -----.__.- V _ - --- IT(SH - — - — -R001--'_" �`�:--_.. X �' �Lj�i PLYWOOD GUSSETS y� x - ROOF_ __ I ROOD_..-__" ,,II '' 3 O 2 5 ON 2 { -___ ____.__.- PITCH L N P�'' ® 12" O.G. (V PI H PITCH Jl-1 �� 5 ON 2 ---------------------_----.__.__ ._...-____.__.� �� 5 ON 2 5 ON 2 f1 Lu Lu Lu � L Q � � v ED F OFOSED ROOF PLAN SCALE: 1/4" = 1'-0" nO V Lu O � (� z - 4 tX Q tm r0 < z (Y TODD O'CONNUL fA " C HITfCT V. C. TODD O'CONNELL,AIA 1,200.Veterans Memorial Highway Suito 920 Hauppauge,NY 11788' N631)650-6666 F(63 1)650-66671-• {:` C.( 16)658-0325L . . N^ °'r=r::raeu'..,'�,gp?:.G��^?;» ,w=gKAt Rt."'�'Y • Ir VTE N Af TE LN A UL t \ _ O c_,j i —iv Q N W - IQ I UL Wit Wto O w t- Q — N X ° � = Z ry J4 _v tu ry � PROVIDEE L o oz~ IYG0. HOLD DOWN VU w ui x'`;0(3 13 (2)13/4"x�fY4" LVL d;N n 6 9 k a H1 PROVIDE u -LL_LL -- HOLD DOWN (2)2"x10" (3)13/4"xlb" ML. LVL rr— (2)2"x10" ---- -- i NZFQQ°u1=a CD / — PROVIDE zWONQ0PIL�`� HOLD DOWN I �j a'Nu�u,�wzloz � 0 (OjN F-�JNw�� k z Hutu wx��sdlOOwO -------- ---- _ - - -- - - PROVIDE 3 HOLD DOWN �w�w �z�r iaw v H % I LVLJENGAPSULATED (2)13/4"x�iY4" LVL o Q J I-o F F z d o Z-dwon z � w2� F - — O IV/ d uiu d 0. �E . 4= L. U D 1> n�F1 300. P I T LOAD >'u F 1 o o n N Q'i _j 000 �.. I LLLL11 x K16ill f/T .FOzO Z - I 1 POINT LO z > 2'xl0" Z > `� - i 1= Q 0� v w r._ _- aQ �Q� — Q Q W Q W ,�_..._.. ` v� _ _ 10.HQdHNOn�OO Iw -A J�� JJll1 P VE Q4 — — — — — — — �,atd POINT LOAD -- POINT LOAD I u--- �W � � 3 "X II " TJ F.J. ® 16" O.G. w/ z -w z - M NOTE: Q w �- W 560 SERIES DOUBLE ALL JOISTS UNDER > !�11 I LU PARALLEL PARTITIONS 3 l iu_ Q cQ � t._._ � ., ._.._ _,,,....._..:. . ._:. •>,,:�:__=�t:.,___-:_ ltl �- ABOVE ILI J 3 "X II " TJI F.J. ® 16" O.G. - -� (3)I 3/4"x11 /e" ML. LVL FLUSHED " - - - - - - - - - - - - - - - - - - - - 5605ER1ESI Fj —ist—z I I zQ4 `' ry 0 _ 0 j 5 "X II " TJI F.J. ® 16" 0. ry _ 560 SERIES Z 07 - -- �, ®Jl — — — 3 —� 3 i' 3 "X 11 " TJI F.J. ® 16" O G. --- --� :. -- „�;- ---�. 3:_ r- _- - - lU ry w _ ( ) /4 x ML. LV FL 5 ED z > i:�.f w�._ _ " �;`�_` ._ -M.co -7 llX ML. LVL Q - - 560 SERIES ll._ .�-.. = - _.1 \ v Q Z u w FLUSHED w - - Q w _ _..^.._. . D. r wU�i LL Q ABOVELl I /i a uj - x POINT LO Q Q j � O N < 2 13/"x I I ' LML_ V11 11IF > L-1 -- j 0 X - - N W -A It _` �� f 1 m II ®O txl � zIKQ L- - - - - - - - - ry z Q _ __ f PROVIDE -Al (2)13/4"xW'4" LVL _ � HOLD DOWN - (2)I3/4"x`Y4" LVL i -- VA LH tu (2)13/d ' r ;,'� (2)13/$ x ,J X372'x12 AGQ WD z <LU W PROVIDE ^ 7 HOLD DOWN 1-1UA ,D �z Liv u� o z o < � � � � - Q Q m FIRST FLOOR I~RAM I NO FLAN a o <lucn I _ 7 Q 741111. Mia iTODD O'CONNUL A RCH11' 1. CT 11, C, TODD O'CONI ELL,AIA 1200,Veterans Memorial Highway Suite 120, HauppaugelNY.11788 .P(631)659-6666 (631)650-666 ' C{516)658-9325 w i. :z.4 oy�o,,r•'e... ..d*i%{. '` :`dui,.:•, 1 lu 7 m r 7- <4 v z t11 � z PROVIDE HOLD DOWN u n<1 1= 1- o � �- - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - � - - -I- - - - — LU - - n pZ�i�u u 1 v-u, H�I�D WN (2)I g/4.. a'4" LVL )13/4"x 4" L-\/L- (2)13/"X V LV ( )13/4" c'4' VL (2)I/4" 4" LVL o 0 II — wNO���d a }- 6"x6" WOOD / PROVIDE z u. d z N a Q \ HQLVi QW� - - - - - - - - - - - - - - - HOLD DOWN o,oZnowFr w POST 3 2"X10" WITH 2 Y" II" FLITCH PLATE FLUSHED T PROVIDE - - S ) — - -- — PST oo / I I �w��d'�� -r tU 0 s-IvRJ �N v I- _ oou,o HOLD DOWN z Qu do~doop� O = (2) "x10 O O n �dlYt �zdo x : w w ry / =,L v FTE-R oo>>�w du1Nv — — zOv� T1114-.'XIV,4 6"x6'/W 1 1 I I I I v�v3NW�dd�N -p s POS di� VWFW� nW 2"XI2" G.J. I " O.G. Z 3 ABOVE T I I I I I h o>w=o u v v PO T WOOD POINT LOAD ` 6 0 cj �a��0 1 N d z 0 LU zp " o o 1I I I I X3: i4�yo dd�NOn�o� Q I - (5,:2"X1.2" WI H (2 )'�_xll" FLTGH LA E FL SHE lk - - - II - 1 - - - - - - - - - - - cli —15j, ----- / w Q x x 4"x NO D \ 105 i (2)2'x12" POST I I \ rT�+ _� o , �� �� z � \ 6"x6" NO z 0 y2"x I" FLITCH - - POST 1 / I O 0 (2)Il XIL" LV U HED 6x6 W D I I I- \ \ Q LA E FL 5�E / / POINT LOAD r 2"x12" G.J. ® 16" O.G. / w 2'xl2 G.J. 16 O.G. .0 1 BOLTIr0 TO ROOF RAFTERS I I I O Q \ z _ < � i \ K / PROVIDE - _ } I , M 0 z _ / I _ _ f I HOLD DOWN w LU 6"x6" WOOD I z (2)2'x10" Z3/'xN�4" LVL 2) "X10' / (2)13/4"x`Z4" LVL POST 3 2'_X10" WITH S2 Y" II" FLITCH PLATE-FLUSHED - PROVIDE - - - — - - - - - - - - - - - - - - - - - - HOLD DOWN I BOLTED TOR OF RAFTERS �- -- __ L -I LU — __ r�� ❑�i EW 2"xl2" ROOF LEDGER BOAR �y - _- - s PROVIDE Vol �� HOLD DOWN ___ - ANCHORED TD EACH NEW WALL -_ z _____..____.__ �J STUD ® I(o O.G. W/ 1/2 DIAM. x 4 L - - - - - - - - - �- - - - - - -I - - - LAO BOLT STAGGERED (TYPJ _____.-- PROVIDE PROVIDEPROVIDE PROVIDE HOLD DOWN HOLD DOWN - - ------ - = HOLD DOWN HOLD DOWN '.f1 V V) T Z LLI OL - o < toCL � v - z Q � cli w . SECONr�) FLOOR FRAM I NO FLAN T 0 5GALE: 1/4" = 1'-0" O Q z o w O 4 v d I Q 0 Q "T 1W1,11MM71 i 4 it'd IJODD O'CONNLLL ARCHITECT P.C. TODD O'CONNELL,AIA 11,200 Veterans Memorial Highway 'Suite 120 Haup1auge;NY11788 ,p(631)650 6666 F(631)650-6667: . :. ... .{51b)658-0325 1 kA m >s r N z # � y Z 111 o z i WTF o I J ' S I W � -__.- N-- _- ----_-- -'----- -- -- ---- -'-- - --_ --------- i ---- — _ _--- -- _._.. _- Qj _- -_. -- -- .-___ - _. __ _ - - - -- _ - H U u U*3 u l — I =ti sn O oulo i W v x Q I n[n V O _ _ _ ____.,_:'_`":"._.-_�-:_�_::___..__—_______ •..______ j �� III I Q U�OLU I"W�Q� CD I- ( ` I --__.—.__ U O Ulu .......... 3O w6 0 , I I I i I I W O Ui s O Z -A J) I Q I, I' ------ ---� --- -_—.. - `--- — _ — __----- ----`—�—--- - -- _ ---_- -_ I ----- ----- ------- _ __ _--- ---- I _ ._ V z=d 3 K z O + ---_ _.__ .—_—__.._______------------"------ --------------------'-- --------------------------------------------- ----_:-:_..:__. + _---- ------------------------.._._----:_=—c__- I I O L)I—OCD U Q I I I I AI HANDLER 1! I (SEE DETAIL FOR MOUNTING) II I N I I I I p PLLI I ------- j 30"X48" j cv P%TTIGZ AGGESSI __.. ____--_.___-�` I _'..""�_.. ,m •�,'.-.,.:-_.v';"_"�"�'�:'_��___.�".._. I � I I� II ( I i CE—j PRO�/IDF- FO 5 IRM ------- --`_ - -- - _----------------------- "DOUBLE ( -_-_ __ ___ __.____.________.____._________ __ _ - _ ___- ____�:� I I __------._._._-_ --- __-_. y.___. _ RAFTER" I I� _��__�.� �a� , � �, .�, � �s_ z�A, ,, au�=--- - �....m..,Q _� �.a - ���. ��.,.,,.. .I _ _-. .� �u�m �u.�,� ,�__, II Ij I o N I I �- EYE BOLT _:- �_: I, I I I CHAIN LINKOAS FURNACE STEEL CATCH TRAY ON it i ! i I LU � LUZ (2) STEEL BARS OR I ; I E1 i I I Z . (2) L GHANELS 5/8" TYPE "X" SHEETROG LUQ w/ IN 36 OF UNIT c LU — L� V q) Tz MOUNTI NO DETAIL ATT I G ROOF HANDLER FLOOR FLAN Q N.T.S. SCALE: 1/4" = 1'-0" LU RIL O OL - Z Q Q Q � � � OI � � 0 QUA z (Y f TTODU O'CONNELL 'ARCHITECT P.L- _ TOP OF RIDGE ELEVATION --- TODD O'CONNELL,AIA 1200 Veterans Memorial Highway ��-----------------� ----------_-_---.-___-"_----------------------_�._- ---- ----------------------- \ 'Suite '- .. 120 PROVIDE ICE PROTECTION AS PER Rg05.2.7.1 WHICH i ` _: _` `�-`--_`_�-� — -_Y--.--_"..--------------______ _ - ---_-_--- Hauppauge,NY 11788 CON515T5 OF AT LEAST 2 LAYERS OF UNDERLAYMENT __.-_-___ CEMENTED TOGETHER OR A SELF ADHERING POLYMER / - - - -- -"--- -- "s-a _..�-s. _..-..:.:.__ --_:_-,_.:_;_=;.:.__:_::_=--- __w_-_, __:._ :.P(631)6501-6666 T ND A FROM EAVES .f:... - : -_,�__:_��:._�______-�:___--�w:=:_��=---=___.�_:-__.__:__:._.___:__:__�:;==_-_==_-_==_-__-_ ---------- ----_---___--_---__-__-__ ------------"--- _ MODIFIED BITUMEN SHEET TO EXE �: "'T(631)650 6667: -- EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL -658-0325 (516) LINE OF THE STRUCTURE �s. ASPHALT SHINGLES TO BESELECTED 12 __-------._._._.___._.__-----.-----__._--__- _____- OVER 15# BUILDINCy FELT � 1 \ _-_\ ------_____-. -_._----------_-._. GABLE TRIM FINISH AND >, % COLOR AS SELECTED - BY OWNER. / r / \/ - -- = - --- - -_ - .._..- i� ✓ �. \ i{x, /\ i / \ � �,` j � � •moi� �� — ------------ --_--. ��-_ ;/ \r`�\ ' %� / �;� \\ ./'� ♦% `\ � — _— __ _-__.__--____ —_—. l` GORBELINO FINISH AND 1I Li 11 .- �� ___- _ -- __ _ /T/ ==;i"�� _.. _.--_ __._-_-.----- ----- -- ---- _- --_ ----------_----- _- - - - COLOR AS SELECTED / El U 1 1 �-�'�-� �- \ BY OWNER. -- -- ----= _ --- -- - - --_------ �. .__T , ._ -. _ , : -. __._ .. . - �.� v�-._-��:_----,=_�_- � OND FLOOR TOP r\,� •'\ T.O. SEG LINE OF CONGEALED �::,� -] '::"I t f ALUMINUM FLASHING i t . (TYPICAL) - 1 1 cJ d r: m ANDERSEN 400 SBRIES ( ----- - - - - \ 1 i - o I i I �.. t , , \ ,_ ._ � _�.. __ _ --' - -{_ - � IUB DOUBLE HUNG WINDOWS. [7- COLOR _ O OR AS =LEG 11 BY �:_�-l"_I,: 1.: = _�_.� - - .' �.:_ :i IL. - . T I . _.. , - - _ — - - m cO G L � -��_ OWNER. -- - -- I L _ \ COPPER STANDING SEAM / ----__- - - 2 _,r____.__-__�._________ 7� FINISHED S_EGOND FLOOR � 4x3 ALUMNIUM GUTTER W/ 5 \ - ^- - - — - - - _ ELEVATION +12' 5 88 Q --- - 5x4 ALUMNIUM LEADER TO _ _ __ \ II - '- - - - ----- - - - - -- - -- - - - _ ___..___._� _, ...- _,_____ / _i � T.O. FIRST FLOOR TOP PLATE BE SELECTED BY OWNER _ --- --- - --- --- --- - - ELEVATION �\ III ON I Xb" FASCIA 5OARO - -- - - -- -- W/ VENTED 5OFFIT ------ - - -- — - - WINDOW TRIM A5 - SELECTED BY OWNER. ry 51DINO FINISH AND' COLOR - - AS SELECTED BY TOWNER. CORNER TRIM COLOR AND _ r F IN15H A5 SELECT ID B OWNER. ------------ Li Li 11 z�u - - _ _ _ - 1\ - - ELEVATION 2-4 - T - SHED FIRST FLOOR �z " z �°w + t ti awl=-vQ Q-v�! � V T��Qwy-ua1iN 4 f 11-1 O °Q J Q -A I-z 4Wt-Tz ° 6"X6" AGO POST W/ LIGHT FIXTURES 0 u u,`Q z GOL. ENCLOSURE A5 CONCRETE PLATFORM FINISH AND AND STEPS WITH ° Ut° Q z ~ SELEGTED BY OWNER. Q°o a°w z N o-) STONE FINISH AS COLOR AS a° -° �`jU~' SELECTED BY OWNER. CULTURED STONE SELECTED BY _ w Q a o a VENEER AS SELECTED OWNER. Q ly BY OWNER PROPOSE:) FRONT ELEVATION SCALE: I/4" = I'-O° Q �U ° z aQ 'Q�� Qwu� °C, �1JQ Xa *TYzji4SQw1---O Ht Q4t u1OQPOO Q TOP OF RIDGE ELEVATION v v m �- i ` 12 PROVIDE ICE PROTECTION AS PER Rg05.2.7.1 WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EIr- AVE'5 -� z EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL - -- - LINE OF THE STRUCTURE D ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT O 7- 4x3 4x3 ALUMNIUM GUTTER W/ O w ~ 3x4 ALUMNIUM LEADER TO - - __ T.O. SECOND FLOOR TOP PLATE tj v 0 z BE SELECTED BY OWNER - -- -- -:--___ -_"- --- - - _ - -- - _- : - - ._ _-- " - - ELEVATION +20'-6.315" ON I"X6" FASCIA BOARD --_- —__ _____ ._-. ____--__--__.___... W/ VENTED SOFFIT _ I 11-- - _ O N I� ANDERSEN 400 SERIES - .J .1__l - - ----- DOUBLE HUNG WINDOWS. ---- I O O COLOR AS SELECTED BY OWNER. - - -I--- - - dJ LINE OF CONGEALED OPEN GUARDS SHALL HAVE BALUSTERS OR _-------_--_ ---_ _- ------_ -^�-_ - --_ -___-- ----_- ALUMINUM FLASHING I ORNAMENTAL PATTERNS SUCH THAT A _ (TYPICAL) 4-INCH-DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF FINISHED SECOND FLOOR 4INCHES. AS PER SECTION 1013.3 OF NYS ELEVATION IE�91DENTIAL T.O. FIRST FLOOR TOP PLATE CODE (TYP) - � -- - -- -- `J WIN DOW TRIM AS L 111 11 1 111 11 11 1 111111 �1--t - SELECTED BY O diiL PROVIDE SCREEN AS SELECTED BY a, _ SIDING FINISH AND COLOR = Q OWN R AND INDICATED ON EXTERIOR ELEVATIONS. INSTALL SCREENS PER AS SE LEGTED BY OWNER. ON - - - - - - - - - - CORNER TRIM COLOR AND cs -cv MANUFACTURERS WRITTEN INSTRUCTIONS. FIN ,., ,.:�.� ; ISH A5 SELECTED BY d- i OWNER. 6"X(b" AG10 POST W/ , ': _ ___-___.__- _.___- -_-- (� L I A K , \ COL. ENCLOSURE A5 SELECTED BY OWNER. - - - FINISHED FIRST FLOOR 41 CONCRETE PLATFORM =F LEE= ELEVATION +2'-41, AND STEPS WITH 57ONE FINISH AS ;� SELECTED BY OWNER, ��,_.,_:.�'�--=-_',�' =.>_..�..�,..,_.�.:.�:;_�, �r-"-._�'•-'% _.,,� _ _ _ , _ -.__ I O I I EGRE55 WINDOW WELL (f I I fi'ROPOSED 51l7E ELEVATION SCALE: 1/4" = 1'-0" Z � O Q _z w � O 4 v tY ca 0) Ck --`JODD O'CONNELL #-ARCNII'ECT P. C. _ TOP OF RIDGE ELEVATION +33'-0.-75" TODD O'CONNELL,AIA /= 1200 Veterans Memorial Highway -- - - --- - - --- ---- --- ---- ---- 'Suite t 2Q ---_ ---- - -- - ----- ---_ _ - --__ 4 _ TOP OF RIDGE „ sr ELEVATION +33'-0.75" 15/4"X14" LVL RIDGE W/ CONTINUOUS VENT __:::__.,--- =_— -- - __.—:-___.__ -=_-.:_. .___.__:__-__-=-_--__._ _.__ - ___ c. CUOQ O'CONNEIL "� R C h 1 7 ECT P 2"x6" G.T. 16" O.G. (UPPER Ys OF ATTIC) 'I'C1DD C!'Cf31VNfELL AIA PROVIDE ICE PROTECTION A5 PER R105.21.1 WHICH c �_ _ ___-- _ _ -_-_ ------__ _ _ -..---_--- -_---. _ _._._.__�__ _-- � _-- 1200 Veterans i CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT Suitt , 20 Highway CEMENTED TOGETHER OR A 5ELF-ADHERING POLYMER / \� ---- ---_-=--=-- - _. --- - _= - --- = _ - ___-.:.T - =_ -- —_ Hauppauge,NY 11788 MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S 12 EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL F .�__.__.._.__-__.___._._._.-__-- -- _____.-------..-----___._-_ ---.-__- - -- --_-_--__.____r_.. P(631)Gb¢5Ia�-c6G6G67�' '. ._..._..._._--��- � ., � ..F(63 t�i7JV'VUVI.:, .:i�i•' LINE OF THE STRUCTURE / _ -- /- - 1 - ASPHALT SHINGLES TO 516}6 ,{. BE SELECTED -_._._____ _..__ ---____.� / rt X, S$ 0325 \ n ATTIC \ ��� � --.-_______--- _. __ __-_ _-------------___ __— =—�- � ,/ ATTIC ?J\�/�� ;; ,��.=�, ,.,. •..,: OVER 15# BUILDING FELT // \ ! ---____-_-_._-- -------..----._.---------_..._. x x 2"x12" G.J. a 16" O.G. 4x3 ALUMNIUM GUTTER W/ ,fix ,�� 3x4 ALUMNIUM LEADER TO _ - - _ . h �� f� ? ak7 " ' `'�k � ` �'XXk. .. .��\ -\- ' _ ": `. :T:.= :_::_.._. v :- -.__�� - �,\ / n .. T %"�� ` ,��; y T.O. SECOND FLOOR OP _ / �X �YS.a".�_hxx_ �.>� \ T PLATE je BE SELECTED BY OWNER - �� - - - - -- -- / ELEVATION +20-6,375" ON I"X6 FASCIA BOARD -� \ \ > ..,_ - ..- ., ___ — .-\-.--- _ _ _._ T :- W/ VENTED SOFFIT :h CORNER TRIM AS � I •H -_.����.. _:I-�. :I_ =:,_L��_ r. X2.1_ =I_ �.. SELECTEE) BY OWNER. R30 BATT INSULATION \ _ - 1,I_. j_. / 1 �$ / B DROOM � _. }� .:i :..I:�_I-I,. _ �._,I�.[,l...J:=1.1 :[-,-- , / L d •�, __l._._.___--.____.___-.__..._ _--_? � I � 1 � 1 l� � � 1 l ` ' `�•- .. ''` s. LINE OF CONGEALED � � [ I�` � a lb.._D..G..- G-_ .;? l +-•- \ � w ALUMINUM FLASHING 'I i 1, (� f \ " :�" _ ---- -" �"- ' L , I (TYPICAL) I jt I _ FINISHED SECOND FLOOR -- -- ---- ------ -- - - -- --- .-- -- -. � .L -,-.1::- _ a:- -- - :I--� - �,r�x� - -- ____ —_____ 5.88, 3 - - -- - _•-...x_�`�, _� 3 __�� [. - , - = . ��- -� � � ,. f.,.. . _ -ti, ����- -� -_._—__-- - ------------------ ELEVATION +I _-- -_ - -- -- - - 5T EL OOAR ION +11PLATE _ t '' - I - 1 ' '- - -� -� J a J- -1. - T'� ' 1 . ',fi I-_1 ! - _. __. BLOCK .1 1:_.w ., �.ra� [ ., d -• r _ T.O. Ell - . 16 I -1 1 MIDSPAN ,,. �-:� .: _-.=-;: -- PORTIGO -__-_�:T___ _ ._�:-,. ._ .I=�. - - - - _ _ NEW EXTERIOR WALL GON5TRUGTION -2 X `- ` r NOTE: DOUBLE JOISTS UNDER ? L_ �_..__. 6 WOOD STUDS a I6 O.G. PROVIDE R-Iq PARALLEL PARTITIONS ABOVE ," _ _ �_ _ F 7 I TION AND 12" 1-__ s: _... �.- :�- :: [� 1�_I _ .__!_._ :.il.1..,2 I \ KRAFT FACED BATT INSULA / `- _ - : - - li � T 1'_ E SPECIFICATION �❑ ,._.. ��_ �,- I, �,_. _ - - ILL ., �1 _ .J INTERIOR GYP. BD. (SEE 5P - � -I � . .� J. 3 AND NOTES) AND 1/2 EXTERIOR O r; STUDY _ 1 PLYWOOD SHEATHING, AIR INFILTRATION I, I t.T�. : . ;..I.. .�.I.,.i TYPICAL INTERIOR NON-LOAD _ ._ _ .� :L } _� -'' :: :[- .�_ - -1,= - [-� -:- __�:'-_ . . BARRIER AND 51DINO AS raHOWN ON t- ET [ - : " -:-1 [d l_-1_.-.W -�[I> I:: --:I \ _I Z BEARING WALL CONSTRUCTION: LdELEVATIONS. PROVIDE I/2" RIGID LJ � - �: �� _-[��-_J-�[.-1. - __ <�1�.== =X FLOOI .Ii�G AS SELECTED .. I ; L-.l .� .t x ._ �-,��J_:I f`1 I _ INSULATION BOARD BEHIND 51DINO. 2"x4" STUD WALL ® 16" O.G, - �_..JT 1..,. _ .I�,I:= �.I_� BY OWNER - I.., . III ff " GYPSUM BOARD FINISH <~ �... I_.-I_ .1-�_ --:: _- [= - T ___ _.r qJz LLLi 3/4 GDX PLYWOOD I.. 1st I l I a _Ittli `` � � 1SUBFLOORI NGFINISHED FIRST F OOR L oz=IJ 1 d ,� z 1 T`� , + - u Ll dd ELEVATION 2 4 m 3 � X II � TJI F.J. a lb O.G. . . _ ..._. _. _.-._.. ... X �., _. ),\- ._ h . • j ,. .. �'�kh(�f��x 5.'�c��k�'� '�`xa'Y X�x(�` ',�J�7y�,>x��'XXa'��,�y:X'�'.c"x x. ..X Y_xa1 .ti �,Y_XXXXX.' X,) z ., � ._ ... -�J .� ..,.d_c ..[. [Y.I. .� _[.-t_..1, _. _ .... J Q 560 SERIES ,� + 1 ( kr`.n. :�k rY�c. . . - - - < i.�. . �. L.la..1. . I_1:1.1..1.1.I.:1:. .C,.l� [.1:11=.�.: ._x J - Ull-J o � �-- PROVIDE FLA5HING ;, - N z w u _Z = w M STONE FINISH A5 z u o z SELECTED BY OWNER HAUNCH 5LAB AND PIN x Q NOTE: DOUBLE JOISTS UNDER wx 4 POURED CONCRETE SLAB (3,500 :: y PARALLEL PARTITIONS ABOVE PSI MIN) W/ 6x6 W.W.M. AND VAPOR 4: TO NEW FOUNDATION Q-zz ��� v �" DUI�I—�JUI QF z JOw�w ' HAUNCH SLAB AND PIN ' BARRIER OVER 4" DEEP J z c s, ,4. COMPACTED GRAVEL. PROVIDE , ' Q���p��� 2 Q � TO NEW FOUNDATION 5. °< �--------------------------------------------------I L 10" POURED GONG _----_EXPANSION JOINTS AT WALL.- _ - r' O o �Qvi L2±j FINISHED FOUNDATION WALL (MIN 3500 PSI) o FINISHED --------------------- r- -- ----------------------------� I 1,�I I °1Jw �' z s -- ' _J I'_r------------ C,<Z H*IQ� R-IQ INSULATION , BASEMENT I - 1 PROVIDE STEP Quo Q o o J ? O.G. FOOTING AS REQUIRED. 0 o w Q a o U 2 X6 STUDS a 1611 -' �— y 4" POURED CONCRETE SLAB (3,500 ' 5 P51 MIN) W/ 6x6 W.W.M. AND VAPOR ? __ r__ � u�' ~'u uN�0.QRw �zU30 ou ARRI ER OVER 4" DEEP l ' ---' - u~ 3 N w u 12x24 P. GONG. FOOTING IL COMPACTED GRAVEL. PROVIDE _ >w z o e F v EXPANSION JOINTS AT WALL. ? .,? FROFOSD GROSS SGT I O1� A—A W/(2) #4 REBAR W/ 2"x4" a Q No", ,o KEYWAY; MIN. 36" BELOW - --' — SCALE: 1/4" 1 d_Odd ��� �Q N�,o � GRADE. (TYPICAL) .� �r a Q w o z 0 o �-1Y__ J 0Qz QTTWz �-wQa Q ��aa�-NoaTou Q 5/4"X14" L.\,/L. RIDGE W/ CONTINUOUS VENT v V � _ _TOP OF RIDGE ELEVATION +33'-0.75" 1 12 2"x8" C.T. a 16"O.G. b (UPPER Y3 OF ATTIC) PROVIDE ICE PROTECTION AS PER Rc105.2.7.1 WHICH - CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT O CEMENTED TOGETHER OR A 5ELF- DHERING POLYMER �� Q MODIFIED BIITUMEN SHEET TO EXTE D A FROM EAVE'S j EDGE TO A 'MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE ��� ATTIC ASPHALT SHINGLES TO BE SELECTED r� R30 BATT INSULATION OVEIR 15# BUILDING FELT 4x3 ALUMINIUM GUTTER H' O Z � � "x12" G.J. a 16" O.G. TECO \��\ 3x4 ALUMINIUM LEADER O 4x3 ALUMNIUM GUTTER W/ CONNECTION BE SELECTED BY OWNEF p O 3x4 ALUM�gIUM LEADER TO ��/ >� C C x� 'Y k k `� n k�x 1� C k \�\ ON 1"X FASCIA BOAF:L f.0. SECOND FLOOR TOP PLATE �0 W/ VENTED SOF=1T _ BE SELEC-FED BY OWNER uj ELEVATION +20'-6.3 75" ON I"X6" FASCIA BOARD Y IN/ VENTED SOFFIT r' - _ OPEN GUARDS SHf L HAVE BALUSTERS OR K; ORNAMENTT: AL PARN5 SUCH THAT A O Q 4-INCH-DI AMETL=R!FHERE CANNOT PASS TiiR000H ANY OPIIING UP TO A HEIGHT OF 4 INCHES. AS PEI5ECTION 1013.3 OF NYE, - R30 BATT INSULATION NEW 2"x12 ROOF LEDGER O _ - :> RE5IDENTIIAL GOG(TYP) -1 1 W >, �� _I -- y- .-- -� J DECKING A5 SELECTED BY OWNER -' -' [Y dJ "-1t> -- al m BOARD ANCHORED TO �, -_--- _-______-sr_, - _ - --- -:-_-- 2"X4" SLEEPERS a I6" O.G. _ -- — - -- --� r=-__= _ .... _ 12 O.G. W/ I/2" DIAM. x 4" LAG ----'- - _. . - - ------ -_ _- LINE OF CONGEALED EACH NEW WALL STUD a 16" �-=T.==- ==r._ _. . _ _ Y- _ ��.r - '�- 11 I; RIPPED a :12 ALUMINUM FLASHING 12 _ BOLT STAGGERED (TYP.) [ - �I I I �I I WATER PROOF MEMBRANE (TYPIGAL) i .Y � I � _ A-=.__� q+Yy �.4 _ .....__. _-__._.___-._______._.__...._._....-_��,_ . PLYWOOD FINISHED SECOND FLOOR i i a 16 O.G. 3 r --(3)1 3t4 xti �/a _:" -- _� 3 „ ELEVATION JI-4--1 Lu (3)I /a XII /8 __ _ (3)1 /4 XII /8 Z 3)I 5/4"xll YB ML. LVL ML. LVL �( ML. LVL 4x3 ALUMNIUM GUTTER W/ T.O._FIRST FLOOR TOP PLATE 1 ML. LVL FLUSHED FLUSHED �' _ i u 3x4 ALUMNIUM LEADER TO ELEVATION +W-43", (� = - BE SELECTED BY OWNER TECO OREA7 _ _. S. _ i•i--i �M 7 y. CONNECTION ROOM W, h (2)1 3/4"xl I Y4" ML. W NEW EXTERIOR WALL CONSTRUCTION -2" X ;' ------------ - > � �_;._ QLU — =_.T_ LVL ENCAPSULATED a I6 O.G. PROVIDE R--IQ 6 WOOD STUDS KRAFT FACED BATT INSULATION AND 1/2 {' II ;I -_ --»- {`. 6"X6" ACO POST W/ _ V l } ''II ,, INTERIOR GYP. Bp. (SEE SPECIFICATION f = -- m - :� COL. ENCLOSURE AS � 1�1 !� AND NOTES) AND I/2 EXTERIOR FOYE O 1 , -`:�_:_�_�..__._.._ ;' �,�". ;, SELECTED BY OWNER. � r 'i 'I - - ':. - -c V i PLYWOOD SHEATHING, AIR INFILTRATION W s ti �J li PROVIDE SCREEN AS SELECTED BY BARRIER AND 51pING A5 5HOWN ON ,,,�� I,I i ELEVATIONS. PROVIDE 1/2" RIGID ,;: - I,I ,,, FLOORING AS SELECTED B - �.- - ---�- OWNER AND INDICATED ON EXTERIOR %. I i � I I INSULATION OAf�D BEHIND SIDING. .: I � BY OWNER � -- ELEVATIONS. INSTALL SCREENS PER Lu � O MANUFACTURERS WRITTEN 14,1E 6"X6" AGQ P05T W/ } PROVIDE F I II iI1 I 3 I„ INSTRUCTIONS. "- COL. ENCLOSURE AS 1�j 6 p,a� /4 GDX PLYWOOD (�/ O SUBFLOORING �"" _ FINISHED_ FIRST FLOOR O aF- SELECTED BY OWNER. `'" �-` _ - - --- ELEVATION +Z-4" - -NIAMINIAZIPM1 � 4" POURED CONCRETE SLAB (3,500 — V STONE FINISH AS PSI MIN) W/ 6x6 W.W.M. AND VAPOR , O LA SELECTED BY OWNER. HAUNCH SLAB AND P1N BARRIER OVER 4" DEEPL �y 3 �"X II J" TJI F.J. a 16" O.G. R30 BATT INSULATION TO NEW FOUNDATION 560 SERIES EXPANSION JOINTS AT WALL. n HAUNCH SLAB AND PIN TO NEW FOUNDATION 10 " FOUNDATION z FOUNDATION DOWN FINISHED TO VIRGIN 501L T• WALL DOWN TO VIRGIN SOIL MINIMUM 3 FEET 10" POURED GONG BASEMENT O 5, MINIMUM 3 FEET Q DEEP. 3 FOUNDATION WALL (MIN 3500 PSI) -' 7• ; DEEP. 2"X6" STUDS a 16" O.G. Q 12x24 P. GONG. FOOTING >. 12x24 P. GONG. FOOTING 4" POURED CONCRETE SLAB (3,500 W/(2) #4 REBAR W/ 2"x4" 12" POURED GONG "x4" P51 MIN) W/ 6x6 W.W.M. AND VAPOR Y[�M 36 ELOW `Q It z FOUNDATION WALL r, W/(2) A REBAR W/ 2 �RO�O� GROSS sE o r C. PT A KEYWAY; MIN. 36" BELOW I - �C- P � O d z ' � BARRIER OVER 4" DEEP � � o (MIN 3500 PSI) GRADE. (TYPICAL) COMPACTED GRAVEL. PROVIDE ? 12x24 P. GONG. FOOTING �1 EXPANSION JOINTS AT WALL. SCALE: f/4" = I'-O" W/(2) #4 REBAR W/ 2"x4" Q v KEYWAY; MIN. 36" BELOW Q �fl Q 96nd GENERAL CONDITIONS ( J UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES NYS ENERGY CODE COMPLIANCE CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R905.2 AIR LEAKAGE: CONSTRUCTION, AIA DOGUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE RESIDENTIAL CODE OF N.Y.S. -JOINTS, PENETRATIONS, AND ALL - 4/8-f SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR ALL SLOPED ROOF SHINGLES SHALL OTHER SUCH OPENINGS IN THE SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE BE GAF-CLA55-A ASPHALT ROOF BUILDINGS ENVELOPE THAT ARE OCCUPANCY. SUBSTITUTIONS SHOULDFOR A TOTAL RECOVERY CAPACITY SHINGLES OR APPROVED EQUAL. SOURCES OF AIR LEAKAGE MUST BE NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM SHINGLES SHALL BE APPLIED OVER SEALED. 1- D vuu o erJeJt 3 a RCHIT' C ^• o.0 AUTHORIZATION BY THE ARCHITECT. 20 CFM INFILTRATION THROUGH THE 15# ASPHALT FELT WITH -RECESSED LIGHTS MUST BE TYPE IG THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER RATED AND INSTALLED WITH NO cJ 050 52' :50" E ��� - � X018 REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES PENETRATIONS OR TYPE IG OR NON-IC Tp O'CONNELL AIIA AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO NY5 ENERGY VALLEYS AND FLASHING. ROOFING RATED INSTALLED INSIDE AN �00,�0 ""TGDT r � �_-.,,�-,�.--�.------ EUT ��11' 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL CONSERVATION CODE. FIREBOX TO BE CONTRACTOR TO PROVIDE ALL APPROPRIATE AIR-TIGHT ASSEMBLY --------'-'- K, vR i� -r 24q.�iq _.�- � s�-,,.: ,.;;t,:��11LD supe 120 WASTE MATERIALS, TOOLS, RUBBISH, - ��` ` COMPLETELY LINED WITH FIREBRICK. FLASHING NECESSARY FORA WITH 0.5 CLEARANCE FROM -- Hauppauge,NY 11,788 ETC., GLEAN GLA55 AND LEAVE WORK PROVIDE MIN. 8" FIREPLACE WALL WATERTIGHT, WEATHERPROOF JOB. COMBUSTIBLE MATERIALS AND 5" o �� _ ............... •- BROOM GLEAN UNLESS OTHERWISE THICKNESS WITH 4" NON COMBUSTIBLE ROOFING 15 TO BE APPLIED IN STRICT CLEARANCE FROM INSULATION _ 5 _�� - lO I P(631)650-6666 SPECIFIED. THE CONTRACTOR SHAT-.L FIRESTOPING BETWEEN COMBUSTIBLE ACCORDANCE WITH THE r - 11- F(631)650-6667 CARRY WORKMAN'S COMPENSATION WOOD FRAME CONSTRUCTION. MANUFACTURES SPECIFICATIONS. VAPOR RETARDER: I �. LU C(516)658-0325 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR -REQUIRED ON THE WARM-IN-WINTER N I O ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR SIDE OF ALL NON-VENTED FRAMED LOCAL GORES AND ORDINANCES. THE INSTALL TWO LAYERS OF TROWELED OWNER'S APPROVAL PRIOR TO CEILINGS WALLS AND FLOORS. r I N CONTRACTOR H SHOULD FULLY ON FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. t- I A GUARANTEE HIS WORK AND THE WORK o OF HIS SUBCONTRACTORS FORA S.S.G. 155 TYPE-I) MEMBRANE TO BE MATERIALS IDENTIFICATION: u A IN-GROUND POOL AS DESIGNED BY CONTINUOUS FROM TOP OF INSULATION -MATERIALS AND EQUIPMENT MUST BE ? OTHERS. INSTALL PER MANUFACTURERS PERIOD OF ONE YEAR AFTERI o WRITTEN INSTRUCTIONS.NNDER ,-� COMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALL5 AND ROOFS INSTALLED IN ACCORDANCE WITH THE SEPARATE APPLICATION) CIA I I \ OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL MANUFACTURER'S INSTALLATION I ��; FACED FIBERGLASS BATT INSULATION INSTRUCTIONS. 32.00 V , SHALL BE PERFORMED IN Y R JOHN MANVILLE OAPPROVED -MATERIALS AND EQUIPMENT MUST IN-GROUND Lk 0-p B ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING I POOL EQUAL, FOIL TO BE PLACED TOWARD IDENTIFIED 50 THAT THE COMPLIANCE PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE 11/2" RIGID GAN BE DETERMINED. . INDEMNIFY AND HOLD HARMLESS T2 THE AS PER SECTION R50 .13 OF THE o�s' SANITARY A5 DESIGNED BY FOAM INSULATION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL I OTHERS. INSTALL PER RESIDENTIAL GODS OF NEW YORK OWNER, ARCHITECT, AND THEIR FOUNDATION WALLS FROM FOOTING INSTALLED HEATING AND COOLING 22.33' I S.C.D.O.H. WRITTEN AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED PROPOSED � REGULATIONS. AGAINST ALL CLAIMS, DAMAGES, TO 6 BELOW FINISHED GRADE UNLESS EQUIPMENT AND SERVICE WATER PROPOSED I I ,. DRAFT OPENINGS (BOTH VERTICAL A/C UNITS :5c.REENED, PATIO LU LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). OTHERWISE SPECIFIED. GARS SHOULD HEATING EQUIPMENT MUST BE I -6 ORZ OUTDOOR ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE PROVIDED. � jH SHOWER CLEARING TO CONSIST OF FOUNDATION WATERPROOFING. -INSULATION R-VALUES AND GLAZING23. REMOVAL OF ALL SHRUBS RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS U-FAG70RS MUST BE CLEARLY I I�.3a' ' �_ m '75.00, AND DEBRIS TO ALLOW FOR 1j1 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS MARKED ON THE BUILDING PLANS OR �'" - r `,..00;<' I NEW CONSTRUCTION. I (h SUCH CLAIM, DAMAGE, LOSS OR SPACES AT THE CEILING AND FLOOR " , TO BE INSTALLED AS PER SECTION SPECIFICATIONS. 1- EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL Q"R308 OF THE RESIDENTIAL GODS OF PROPOSED Two o N BODILY INJURY, SICKNESS, DISEA51: FURRED SPACES SHALL ALSO BE FIRE STORY RESIDENCE N.Y.S. ALL GLASS 15 TO BE INSULATED DUCT INSULATION: ;�' OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. -SUPPLY DUCTS IN UNCONDITIONED I ';y: I Jam- z # DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. I a.er o v GLASS SUBCONTRACTOR SHALL NOT ATTICS OR OUTSIDE THE BUILDING � X-, 2i.b�' _ � 2s.00� ' � _ , Q (OTHER THAN THE WORK ITSELF INSTALL GLA55 UNTIL PROPER MUST BE INSULATED TO R-8. - 1 20.00 n.oa INGLUDING THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL -RETURN DUCTS IN UNCONDITIONED O PORTICO O N RESULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS ATTICS OR OUTSIDE THE BUILDING ISED 4 GAU5ED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY MUST BE INSULATED TO R-4. PROPosED �+P+At.T NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD CODE SHALL BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED CSI WALK WAY DRIVEWAY I �ry- ' z CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLASS. ALL GLA55 DOORS SPACES MUST BE INSULATED TO R-8. O ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE o I to g I ° Q< EMPLOYED BY ANY OF THEM, OR GLEANOUTS AT ALL CHANGES OF AND WINDOWS SHALL BE INSTALLED IN -RETURN MUCT5 IN UNCONDITIONED 4 m z 1 m° IL STRICT ACCORDANCE WITH THE SPACES (EXCEPT BASEMENTS) MUST a I I o f-qa ANYONE FOR WHOSE AGTS ANY OF DIRECTION AND AT BASE OF I Q, w° o 0 0 0 MANUFACTURES SPECIFICATIONS. ALL BE INSULATED TO R-2. c� Q�N o�*�a�� THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON (n (y- 00-0- OF y=a w° WINDOWS ARE TO BE CAULKED AND -INSULATION 15 NOT REQUIRED ON I ro v -w z�' OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED o T_ SEALED AS PER N.Y.S. ENERGY RETURN DUCTS I N BASEMENTS. o i n o J o PART BY A PARTY INDEMNIFIED ------------- ------ - ---- ------ m in~ Q o Q w MIN. I/8" PER FOOT. TRAP/WASTE N OI I7 4O W CONSERVATION ON CODE REQUIREMENTS. --_J-_-_-_-_-_-___� F z F� v w = m HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS I W V N z o�u_F-N PROVIDE FLASHING PANS UNDER ALL DUCT CONSTRUCTION: o u i 200,00 W F z w } p ASSEMBLIES, AND METHOD OF FOLLOWS: N OI I-T 4O W �,u QoZ,� ul SLIDER, DOORS, AND WINDOWS WITHIN -ALL JOINTS, SEAMS, AND 555.17 CONSTRUCTION INGLUDING BUT NOT DISH WASHER 1 1/2 o o�♦ 3 N�w° Y A 6 OF AN EXTERIOR SURFACE. ALL CONNECTIONS MUST BE SECURELY w m v LIMITED TO FORM-WORK, KITCHEN SINK I I/2 w� <KA00 'z �� EXTERIOR DOORS ARE TO BE FULLY FASTENED WITH WELDS, GASKETS, W�3�*��o w o w v BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4 �� WEATHER-STRIPPED. PROVIDE ALL MASTICS (ADHESIVES) � �w zaFow V F- PLACING OF CONCRETE, ETC. ARE TO SHOWER 2 SCREENS AND HARDWARE AS MASTIC-PLUS-EMBEDDED-FABRIC, OR ® A H E L A N < < F y° o BE CAREFULLY SUPERVISED BY THE TOILET 3 REQUIRED. ALL GLA55 15 TO BE FREE TAPES. DUCT TAPE 15 NOT CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 5" MAIN OF SCRATCHES AND IMPERFECTIONS PERMITTED. IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" AND GUARANTEED BY THE EXCEPTION: CONTINUOUSLY WELDED ° o N a "now SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST MANUFACTURER FOR A PERIOD OF NO AND LOCKING-TYPE LONGITUDINAL Q N° AND GOOD PRACTICE. DEVIATIONS PROOF H05E-BIBS AS INDICATED ON LESS THAN 5 YEARS. ALL WINDOWS TO JOINTS AND SEAMS ON DUCTS FL07 PLAN '�T w�w FROM THE DRAWINGS AND PLANS WITH EA51LY ACCESSIBLE BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2" 5PECIFIGATIONS WILL NOT BE DRAIN 17)RAIN-GO0K5. THE WATER OTHERWISE. g �: (500 PA.) SCALE: I = 501-0-- PERMITTEDF. WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL -DUGT5 SHALL BE SUPPORTED EVERY � -N°o d-' o o AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE " z T THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF MINIMUM DESIGN DEAD LOADS A5 PER ASCE 7-05 3 °w s o x o F Z PAINTING AND STAINING MANUFACTURER'S INSTRUCTIONS. erl z o�'z w RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND LOAD a<T a Ku ' THE FOLLOWING 15 INCLUDED FOR THE -COOLING DU075 WITH EXTERIOR COMPONENT w w 6,<T w w DRAWINGS WHIGH MAY BE NEEDED, REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING INSULATION MUST BE COVERED WITH A ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN VAPOR RETARDER. G E I L I N G S ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES ZONING INFORMATION LOT GOVERAO GYPSUM BOARD (I/2-in.) 7,O CONTRACTOR TO REMOVE 8 PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS -AIR FILTERS ARE REQUIRED IN THE REQU I RED FOR VARIOUS SURFACES. IT RETURN AIR SYSTEM. TOWN OF SOUTHOLD PREAK17OPSN RELOCATE A5 REQUIRED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE -THE HVAC SYSTEM MUST PROVIDE A GYPSUM BOARDq.0 v V � EXISTING WORK WHIGH INTERFERES SUPPLY GUTS OF FIXTURES FOR SECTION: 98 BLOCK: 03 LOT(5): 13.001 SPEGIFICATIONS TO PROVIDE A MEANS FOR BALANCING AIR AND 5A FOOTAGE SUSPENDED STEEL CHANNEL SYSTEM 2.0 WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED WATER SYSTEMS. THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED ZONE: RE5-40 REQUIRED PROPOSED LOT AREA 65,124 SOFT. COVERI NGS, ROOF, AND NALL CONTRACTOR SHALL CREDIT THE LOT AREA 40,000 SOFT. 65,124 5Q.FT. ASPHALT SHINGLES 2.0 SITE WORK IN A UNIFORM RTO BE TEMPERATURE CONTROLS: FRONTAGE 150 FT. 335.1"1 FT. OWNER FOR THE FULL ACCEPTABLE. -EACH DWELLING UNIT HAS AT LEAST DWELLING 3083 GYPSUM SHEATHING, 1/2-In. STAKEOUT 15 TO BE PERFORMED BY A FRONT YARD 50 FT. 50 FT. 2.0 SUBCONTRACTORS COST FOR THE INTERIOR WOOD SURFACES-APPLY TO ONE THERMOSTAT CAPABLE OF PORTICO b7 to LICENSED SURVEYOR. STAKING AND REAR YARD 50 FT. bb.31 FT. PLYWOOD (per I/2-in.) 1.6 t- LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, AUTOMATICALLY ADJUSTING THE SCREENED PORCH 361 Z SIDE YARD (MIN) 15 FT. 15 FT. RIGID INSULATION, 1/2-1n. tu AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BASES, SPACE TEMPERATURE SET POINT OF 51DE YARD (ACG) 35 FT. 250.25 FT. OUTDOOR SHOWER AREA 142 O'75 HVAC ONE GOAT WOOD FILLER OR STAIN THE LARGEST ZONE. SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 DATA ON DRAWINGS. IN CASE OF BUILDING HEIGHT 35 FT. 33.06 FT. PATIO 338 O SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S DISCREPANCY, RECEIVE PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING ELECTRIC SYSTEMS: LOT COVERAGE 20 % 7b3 % POOL 512 BITUMINOUS, SMOOTH SURFACE CLARIFICATION FROM ARCHITECT ROOMS $ CONFORM WITH ALL STATE WATERPROOFING MEMBRANE 1.5 p PRIOR TO PROCEEDING. EXCAVATE: AND LOCAL CODES. POLYURETHANE. -SEPARATE ELECTRIC METERS ARE POOL PATIO/WALKWAY 441 ZO AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT REQUIRED FOR EACH DWELLING UNIT. TOTAL 4,4110 FLOORS AND FLOOR iF I NI SHE S ON DRAWINGS. STOCKPILE TOPSOIL- PRIMER AND TWO GOATS FLAT PAINT. LOT COVERAGE 7b3% CERAMIC OR QUARRY TILE (3/4-in.) ~ OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO FIREPLACES: ON I/2-in. MORTAR BED 16.0 Z AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. -FIREPLACES MUST BE INSTALLED EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM WITH TIGHT FITTING NON-GOMBUSTABLE HARDWOOD FLOORING, 7/1-In. 4.0 O EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO FIREPLACE DOORS LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 Ov O TOP501L ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. FIREPLACES MUST BE PROVIDED NOTE: 5UBFLOORIN6, 3/4-1n. p Z TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST WITH A SOURCE OR COMBUSTION AIR, PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A 3'O ALL SURPLUS MATERIAL THAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT $ AS REQUIRED BY THE FIREPLACEMAXIMUM SPAN OF 8'-0" FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED FLOORS, WOOD JOI5T (no plaster) 12-in. 16-In. O N UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. CABOTS, CONSTRUCTION PROVISIONS OF THEJOIST SIZES (in.) O.G. O.G. SHALL BE REMOVED FROM THE SITE. BUILDINGS. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACH Q EXTERIOR SHEATHING SHALL BE I/2 MGKLUSKYS, OR APPROVED EQUAL. BUILDING GODS OF NEW YORK STATE, PROTECT ALL TREES WITHIN EIGHT GDMENT HARDWARE. ATTACHMENT HARDWARE TO BE IN COMPLIANCE WITH TABLE 2x6 X DOUGLAS FIR PLYWOOD. CONTRACTOR I5 TO PROVIDE THE RESIDENTIAL CODE OF NEW YORK O 2 OF THE NEW YORK STATE BUILDING C 1 2. . ODE. (SEE BELOW) FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS STATE OR THE NEW YORK CITY R501. CLIMATIC AND GEOGRAPHIC DESICcN CRITERIA 2x8 6 6 APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS BUILDING CODE, AS APPLICABLE. TABLE R301.2(I) NYS RESIDENTIAL GORE 2x10 BEFORE COVERING ANY EXGAVATF_D BE COVERED WITH "TYVEK" HOUSE APPROVAL. TABLE R501 .2.1 .2: W1NDSORNE DEBRIS PROTECTION FASTENING GROUND SNOW LOAD 20 PSF 2xI2 } g 7 WORK. WRAP OR APPROVED EQUAL. BLOCK SERVICE WATER HEATING: SCHEDULE FOR WOOD STRUCTURAL PANELS STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD -WATER HEATERS WITH VERTICAL CEILING LIVE LOAD 20 PSF F R A M E P A R T I T 1 O N S CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF ' INSTALLED AS PER SECTION R702.5.2. PIPE RISERS MUST HAVE A HEAT TRAP FASTENER SPACING SECOND FLOOR LIVE LOAD 50 PSF WOOD OR STEEL STUDS, 1/2-In. GYP. BOTH 51DES 8.0 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.5b OF THE ON BOTH THE INLET AND THE OUTLET FIRST FLOOR LIVE LOAD 40 P5F FRAME HALLS "DUR-O-WALL" REINFORGING EVERY AND DIAGONAL BRAGING OF FLOOR RESIDENTIAL CODE OF N.Y.S. GYPSUM UNLESS THE WATER HEATER HAS AN FASTENER TYPE 4 FOOT 6 FOOT THIRD COURSE. FILL TOP GOURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE INTEGRAL HEAT TRAP OR IS PART OF PANEL SPAN < PANEL SPAN < PANEL SPAN WIND SPEED 120 MPH EXTERIOR STUD WALLS: SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM A CIRCULATING SYSTEM. 4 FOOT <_ & FOOT < 8 FOOT SEISMIC DESIGN CATEGORY B L to 2x4 @ 16-in., 5/8-in. GYPSUM, , \ PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALL5 AND 1/2" -INSULATE CIRCULATING HOT WATER 2-I/2" #6 WOOD SCREWS Ih" I2" q WEATHER INDEX SEVERE II.0 V z INSULATED, 3/8-in. SIDING l PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLE55 OTHERWISE PIPES TO THE LEVELS ON TABLE I. FROST LINE DEPTH 3 FEET z `f PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FIN15H JOINTS, J-BEADS. 2-1/21, #8 WOOD SCREWS I6 16" I2" TERMITE MODERATE TOHEAVY 2x6@ 16-in., 5/8-in. GYPSUM, 12.0 --� PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES CIRCULATING HOT WATER SYSTEMS: INSULATED, 3/8-in. SIDING CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE -INSULATE CIRCULATING HOT WATER DECAY SLIGHT TO MODERATE ' I ' CONCRETE OCCURS, USE MIN. 160A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW PIPES TO THE LEVELS ON TABLE 1. ICE SHIELD UNDERLAYMENT REQUIRED YES EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 -1 NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. FLOOD HAZZARDS AS PER FEMA MAP * WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. HEATING AND COOLING PIPING TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES PLASTER, ADD 5 ib/ft2 FOR EACH FACE PLASTERED. VALUES LU TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON INSULATION: INSULATION THICKNESS IN INCHES BY PIPE SIZES GIVEN REPRESENT AVERAGES. IN SOME GASES THERE IS A Z AND FALLING. NO CONCRETE SHALT_ SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND -HVAC PIPING CONVEYING FLUIDS HEATED WATER NON-GIRGULATING RUNOUTS CIRGULATING MAINS AND RUNOUT5 NOTE: CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. BE PLACED ON FROZEN SURFACES, NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. ABOVE 105°F OR CHILLED FLUIDS TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PRESUMPTIVE LOAD ' I ' ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL BELOW 55°F MUST BE INSULATED TO BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 2000 LBS WITHOUT WRITTEN PERMISSION OF THE F 5 TU USE DOUBLE JACK STUDS ELECTRICAL THE LEVELS IN TABLE 2. 170-180 0.5 1.0 1.5 2.0 PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PERLU O V ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 140-160 0.5 OS 1.0 1.5 SOIL MATERIALS ARE FOUND UPON EXCAVATION OR TEST HOLE, FOR TABLE R301.7 OF THE RESIDENTIAL GODS OF NEW YORK .`n� 100-130 0.5 0.5 0,5 1 0 ALTERNATIVE FOOTING AND FOUNDATION WALL DESIGN q) 1 n/ O MIN. 3,500 P.S.I. AT 28 DAYS $ 4,000 LENGTH. SEE NAILING SCHEDULE WHIGH NATIONAL ELECTRICAL GODS AND ALL NOTES: ALLOWABLE 1� PSI FOR GARAGE SLAB. PROVIDE ALL REFERS TO NEW YORK STATE CODE STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO STRUCTURAL MEMBER DEFLECTION SLEEVES AND FOUNDATION VENTS AS R.506 $ R.507 CODES AND REGULATIONS. ALL THE START OF WORK. OL V REQUIRED BY NYS CODE. UNLESS CIRCUITS SHALL BE MINIMUM 15 AMP. WARM ROOF SLOW LOADS GOLD ROOF SNOW LOADS RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 LU INDICATED, ALL FOUNDATION POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOr, HVAC PIPES WITH No FINISHED CEILING ATTACHED To AS PER ASCE 7-05 AS PER A50E 7-05 1.() OL NOTE: RAFTERS _ FOOTINGS ARE TO BE A MIN. 8" DEEP THIS BUILDING HAS BEEN DESIGNED A5 AWG. CONVENIENCE OUTLETS SHALL WITH ROD & SHELF, ALL LINEN SLOPE GS 65L LIVE LOAD SLOPE GS GSL LIVE LOAD INTERIOR WALLS AND PARTITIONS H/180 PROJECTING 6" ON EACH SIDE OF THE PER THE AMERICAN FOREST AND BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 FOUNDATION WALL. PROVIDE TWO 04 PAPER ASSOCIATION (AF$PA) WOOD FLOOR UNLE55 OTHERWISE INDICATED. ROWS OF SHELVES. PIPING SYSTEM FLUID TEMP.I INSULATION THICKNESS IN INCHES BY PIPE SIZE 5:12 (0.85) X (20 P5F) 17 PSF 5:12 (1.0) X (20 PSF) 20 PSF FLOORS AND PLASTERED CEILINGS L/360 ddK DEFORMED BARS GONTINUO5 IN THE AND FRAME CONSTRUCTION MANUAL ALL SWITCHED TO BE LOCATED 56" TYPE5 RANGE (F) 12" RLNOUTS I" AND LESS 1.25" TO2" 2.5" TO 4" 4:12 (O.8) X (20 PSF) 16 PSF 4:12 (O.Q4) X (20 PSF) 10i PSF ALL OTHER STRUCTURAL MEMBERS L/240 OC FOOTING. ALL 4" THIGK CONCRETE FOR ONE AND TWO-FAMILY ABOVE THE FINISHED FLOOR UNLESS 5. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS 5:12 (0.74) X (20 PSF) 15 PSF 5:12 (O.q) X (20 PSF) 18 PSF EXTERIOR WALLS WITH PLASTER OR 5TUGG0 FINISH H/360 p SLABS TO HAVE 6X6 10/10 WELDED DWELLINGS (ANSI/AF$FA WFCM-2001) OTHERWISE INDICATED. SUPPLY AS SELECTED BY OWNER. LOW PRESSURE/TEMPERATURE 201-250 1 1.0 1.5 1.5 2.0 6:12 (0.67) X (20 PSF) 15 PSF 6:12 (0.82) X (20 PSF) 16 PSF EXTERIOR WALLS - WIND LOADS WITH BRITTLE L/240 p WIRE REINFORCING. ANCHOR BOLTS IN RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 7:12 (0.6) X (20 PSF) 12 PSF 7:12 (0.74) X (20 PSF) 15 PSF FINISHES l�1 W CONCRETE SHALL BE HOOKED 5/8" X NOTE: ALL NON-ENGINEERED LUMBER FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDENSATE TO BE DOUGLAS FIR #2 OR BETTER FAUCETS TO BE SUPPLIED BY OWNER 8:12 (0.56) X (20 P5F) II PSF 8:12 (0.67) X (20 PSF) 15 PSF a N 12" AT MAX. 3' O.G. PROVIDE BITUMEN EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE L/120 i `9 O EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 cl:12 (0.51) X (20 PSF) 10 PSF 0:12 (0.6) X (20 PSF) 12 PSF FINISHES `� Z z • COOLING SYSTEMS (0.48) X (20 PSF) 10 PSF 10:12 (p.58) X (20 PSF) 12 PSF f Q AND FOUNDATION WALLS. 10:12 NOTE: L=SPAN LENGTH, H=SPAN HEIGHT O Z IG 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRERANT 201-250 1 1.0 1 1.5 1.5 2.0 11:12 (0.44) X (20 PSF) a P5F 11:12 (0.52) X (20 PSF) 10 PSF a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 lU BY OWNER AND BRINE 1 120-200 1 0.5 1 1.0 1.0 1.5 12:12 (0.38) X (20 PSF) 8 PSF 12:12 -1 (0.44) X (20 PSF) � PSF TIMES THE COMPONENT AND CLADDING LOADS FOR THE Q PURPOSES OF THE DETERMINING DEFLECTION LIMITS HEREIN (X 'k, pi OWNER: FRANC 1 S ,AND KATHERINE RA 1,4 O ,�DDRE55: 1815 ARROWHEAD LANE r" '_° ;a r, z SOS ° 52 ' 50 .f:7ARC, ° fCT"�'n PECON 10, NEW YORK I� 100 'I 0 12.61' TAX MAP #: D.1000 5.ci8 8.03 L.15.1 ( ---- -- 51 TE AREA: 65,124 5QUARE FEET TODp©'Ca DELL, AIA 2�1-� .�� - - - __ - - - - - - - - - - �1 1 1.4cf 50 ACRES 1200 Veterans Suite Memorial1 Highway ___ — _ — — — — " " I CLEAR I NC LIMITS: 55,000 SQUARE FEET — — 1 Hauppauge,NY 11788 ° 1 0 ___ .._..__—_-_--"' — 1 i P(631)650-6666 `� j O I _ 1 _ Iq.54'�- no __ �__ _ _ _ II >p F(631)650-6667 t-- C(516)658-0325 IM low AREAS Ir LINE OF HAY BAIL AND/OR SILT 1 a N I 1 FENCING. O N N �♦ 11 I DRIVEWAY ,AND WALKNA4*(. 2600 S.F. ,� ♦ 1 ROOF: 5444 S.F. IN-GROUND POOL AS DESIGNED BY 1 N ' OTHERS. INSTALL PER MANUFACTURERS I I PATIO: 337 S.F. / � WRITTEN INSTRUCTIONS. (UNDER ` 11 I POOL AREA: I 1 ( R I Cl I� S.F. SEPARATE APPLICATION) WEINOLLS WITHIN 100 FEETTOTAL: TRENCH RAI 1 11 / Y2,ZO ' UND o I � 0 11 I CLEARING {{ \, 4n PVC 1 70,75' 1 1 5AN I TARP AS DES 1 C NED BY m I LIMITS l�._ 1 PIPE (35,000 SF.) � �� ___— -- -- — ;' OTHERS. INSTALL PER N — �� � `� P 5.C.D.O.H. WRITTEN �; O 22.33' .9 II I 0 �4"� 1 11 REGULATIONS. I PROPOSED # ' '/i : J PROPOSED p€„�z 1 LU 4 v AIC UNITS t- SCREENED` PATIO OUTDOOR 1 - PORCH SHOWER 1' 0LEARIN5 TO CON51 ST OF I z i \`• ❑ r X 1 REMOVAL OF ALL SHRU B5 I Z 175.3q' i J ` 43 23.00' 7s.00' AND DEBRIS TO ALLOW FOR \ PITCH 1 NEW CONSTRUCTION. o o U •. i' ILL, J 11 I VK 1K o' PROPOSED TWO LINE OF HAY BAIL mLLm°�uw w STORY RESIDENCE . J / m I S 1 TE DRA I NAC E CALCULATI CANS % LL` 11 AND/OR SILT FENG I NG. I 0. \; q.b?' p PITCH 1 II I DW-I 3NW �ozQo w BROWN SILTY ` _ 21.67 r- 23.00 1 11 _ ' °Ill) ~ v W (SN) SAND 20.00' '- .l "'01, '1.00' 4n + a POOL 1 3.0 \ O '� Onw°� W O 1 `% PORTICO II USE 8'4D x q' DEEP DRAIN RING = 380.16 CU.FT.. oI 111 � I pdw�Qal-Fz � PALE BROWN PITCH. 1 1 DW-2 11 Z,>>Wvoo�om _ (SP) FINE SAND ♦ PROPOSED 11 � I 1070 SQ.FT. X 2 = 17q GU FTn~ PROPOSED ASPHALT 1 12 IIuu z o o VN��00. °zw0 1 1 Ii O - O WALK WAY DRIVEWAY ' 1 ° I USE 8 X 6 DEEP DRAIN RING = 253.44 GU.FT. 13�w- y'a Q A ♦-�-- <r 4 �} o I TEST HOLE ♦ u' r/ - 1 �O DW-3 `NNl�n u N 13(3 *o I I (� 1570 SO.FT. X 2° z �N Q Q 'N O O m 17.0' ` 1 I 12 �=°woo Z�OW z = 228.3 GU FT �m �-� �O I HIGHEST EXPECTED 1 1 04x� �QwJ GROUNDWATER EL=1.0' 1 PITCH II USE 8 X 6 DEEP DRAIN RING = 253.44 GU.FT. w w v w Q w QC ���°Q�os o 11 0 1 i i I DW-4 - - - - - L:20.54' - - - - - - - - - - - - - - - - - - - - - - - - - - �—z-1--=4— - N_ O I - IT 40 Y`4 1070 SOFT. X 2" - Ilcl GU FT 14.74 200.00 � 12 t�I 010 Io I� I 4O ii N �� . I i USE e'V X 6' DEEP DRAIN RING = 255.44 GU.FT. &TORMNATER MANAC EMENT CONTROL PLAN NOTES: SCALE: 1" = 20'-0" 1. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' ABOVE AVERAGE GROUND WATER ELEVATION. ~ 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' w H E A A E PENETRATION INTO RATEABLE MATERIAL. 3. DRYWELI..5 MUST HAVE A MINIMUM OF V OF v PERMIABLE MATERIAL AROUND THE STRUCTURE. p z � O CLEAN SAND SHOULDER 5O MIN. ~ �J \ I BUT SUFFICIENT TO KEEP AREA. TYPICAL EXISTING ASPHALT � �\ 18.••0., SEDIMENT ON SITE � z1n ROAD SURFACE. FLOW —/ MAX. C.t0 C. V GRADE � w HAY BAIL AND/OR z 01 r V — -•';,,::`.,, _ SILT FENCING W O I i LLm a Q c 1� I� aL a i GOOD O Y Ow w° 1 0 O t- o Q? 4 d O � /\ yr _ O 4 O D O O 0 4 O CLEAN GRAVEL FILL. —� j _ Q - d � - W J , so O 0 o � w 6" M 1 4 � N f N O FILTER CLOTH 0 O O O O O _ f O f 0 4 w O 0 O 0 a 4 VERTICAL 0 C Q D �• 0 0 0 0 0 SLOPE w w D o D o N O a o UNEXCAVATED OIL S o O 0 - FACE a 0 0 — �/ o } Q 0 � _ �n d 0 II 4 - - it` �:y'•_?_. xn 0 0 D O _ lL D 0 Q 0 0 - 0 0 0 0 0 o w w o -11111 0> 40 0 O G ,G CV w O 0 "4. U PER o- SPE T C IVE VIEW :I _ BED DETAIL DING IIII-41111 IIIL tt O 8"THICK PRECAST FRENCH DRAIN DETAIL <''' CONCRETE TRAFFIC BEARING SLAB. Scale: NTS EXISTING GRASS ANGLE FIRST STAKE TOWARD --� �L .. SWALE AREA L �� -� , 36 MINIMUN 2 x 2 LU PREVIOUSLY LAID BALE. _ CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED , 1 ` GRASS SHOULDER /� / FENCE POST 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA AREA. TYPICAL Z_ J—� J �i �L FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. V CASTIRONINLET GRADE GRATE 8 FRAME =III = GRADE FLOW �� f �� WOVEN WIRE FENCE -� �� � (6x6 - 10/ 10 WWF) _ 11111=111 I I �� � I PLAN VIEW � �— III=ILII=11111 FILTER CLOTHLU I !-1 \ 04 — ®®®®® ® L � �i �L --- — c ® ®® ® ,, , ter, ❑1 Ell M M® ®®® CLEAN SAND& --�' BOUND HAY BALES GSD I �-I I 0 ®®®®® GRAVEL. i ,\ �� EMBED FILTER CLOTH F R 0 A D EXISTING GRADE __— PLACED ON CONTOUR MIN. 6" INTO GROUND � ^, 8'DIAMETER x 8'DEEP `^���� n Z_ O ,►/ O PRECAST CONCRETE ®®®® LEACHING RING. �/� CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED V Y 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA ®® - 2 RE-BARS: STEEL PICKETS OR tO HAY BAIL AND/OR I FILL TO18"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. r SILT FENCING ®®® I I I1= 2" x 2" STAKES 1.5' to 2' IN GROUND. NOTE: ®® _� DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA CROSS SECTION 111J1=11111 HAY BALES. 1/2 ACRE / 100 LINEAR FEET OL l•I�_ z f CLEAN SAND BGRAVEL -I ANCHORING DETAIL eV GROUND WATER SECTION DETAIL Q 2'-0"Min. 8'-0"Dia. 2'-0"Min. STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE w It Typical section @ Leaching Pools SILT FENCE DETAILS GRASS SWALE DETAIL Scale: NTS SCALE: NTS SCALE: NTS O SCALE: NTS ' It � Z • O Q z • TA5LE 5.1 NAILING SCHEDULE AS FER ?ANSI/,AF$FA WFGM-2001 TABLE 3.11 WALL SHEATHING ATTACHMENT REGUIREMENT5 FOR WIND LOADS TABLE 3.178 SEGMENTED SHEARWALL 51DEWALL 5HEATHING REQUIREMENTS NUMBER OF A5 PER ANSI/AFffPA WFGM-2001 A5 PER ANSI/AFBPA WFGM-2001 JOINT DESCRIPTION NAIL 5PAGING JOINT DESCCOMMON NAILS DESCRIPTION COMMON OF COMMON NAILS NAIL SPACING STRUCTURAL SHEATHING OR PANEL SIDIN THREE SECOND GUST MAXIMUM NAIL SPACING FOR 8d COMMON WIND SPEED (MPH) 110 120 ROOF FRAMING STUD SPACING FLOOR SHEATHING SHEATHING LOCATION NAILS (INCHES, O.G.) ,, 3 , WALL HT. (INCHES, O.G.) SHEAR WALL LINE BUILDING END WALL MIN. LENGTH OF FULL RAFTER TO TOP PLATE TOE-NAILED : STRUCTURAL PANELS 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT 5HEATHING ON ,,�,,p� � •- ,t,�;-::--.;s.'�N:< LENGTH, W (FT.) " 12" O.G. SPACING 8 (2) 8d I INCH OR LE55 E F E F BUILDING SIDEWALL. L (FT.) v u a o c C T N 1_ .. PER RAFTER 8d 6 EDGE / 12" FIELD � q c H I r ECT v_ C" 10 (2) 8d GREATER THAN I INCH IOd 6" EDGE / 6" FIELD 12" O.C. b 12 6 12 ROOF d GEILING 12 1.6 1.9 4' EDGE ZONE I6" O.G. SPACING 8 (3) ad DIAGONAL BOARD 5HEATHING Ib" O.G. 6 12 6 12 I6 2.1 2.6 10 PER RAFTER20 2.7 5.2 TODD (3) 8d I"x6" OR I"x8" (2) 8d PER 51UPPORT INTERIOR ZONE 12" O.G. 6 12 6 12 24 5.2 3.8 r� L�'AIA CEILING JOIST TO TOP PLATE (TOE-NAILBD): WALL HT. INTO" OR WIDER (5) ad PER 51UPPORT Ib" O.G. 6 12 6 12 28 3.8 4.5 1200Veterans PJlemorialHighway STUD SPACING 32 4.3 5.1 Suite 120 12" O.G. SPACING 8 2) 8d 5HEATHING SIZE MINIMUM NUMBER OF 8d COMMON 36 4.8 5.7 Hauppauge,NY 11758 10 (2) 8d PER JOIST I. NAILING REQUIREMENTS ARE BASEDON WALL 5HEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IIF WALL 5HEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SHEAR 0APACITIE5, NAILING REQUIIREMENTS (INCHES, O.G.) NAILS PER SUPPORT 16" O.G. SPACING 8 (3) Sd PER JOIST FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH AS SHEAR PLATE5, SHALL BE USED Ixb OR Ix8 5HEATHING 12-19.2 2 2 50 6.7 8.0 p(631)650-6666 10 (3) 8d TO 60 8.0 9.6 F(631)654-6667 CMAINTAIN LOAD PATH. IxlO OR LARGER 3 3 �' �' 70 9.4 11.2 C(.516)658-0325EILING JOIST TO PARALLEL RAFTER (FACAI E NAILED): ROOF SPAN 5HEATHING 12-192 80 10.7 12.8 ROOF,CEILING, a 1 FLOOR 2O 5.6 6.6 GROUND SNOW LOAD 20 PSF 12'-O" 24'-0" 36'-O" 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE REDUCED TO I-16D NAIL PER FOOT. E = NAIL 5PAGING AT PANEL EDGE5 (INCHES) i ` a 12" O.G. SPACING 3:12 PITCH (4) I6d (7) I6d (10) Ibd EACH LAP F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) 24 6.7 16" O.G. 5PAGING 3:12 PITCH (5) I6d M) I6d (13) Ibd EACH LAP 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL 28 7a 9.2 12" O.G. SPACING 4:12 PITCH (3) Ibd (5) I6d (8) I6d EACH LAP 9 .6 REQUIREMENTS. I. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE 32 8. 10ATTACHMENTS SHALL BE USED 16" O.G. SPACING 4:12 PITCH (4) I6d (7) 16d (10) I6d EACH LAP RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 34A ANSI/AF$FA WFGM-2001) 36 10.0 11.9 12" O.G. 5PAGING 5:12 PITCH (3) Ibd (4) Ibd (b) Ibd EACH LAP 40 11.1 13.2 t I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 2. TABULATED ►2 INCH O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO STUDFRAME 50 13.9 16.5 MEMBERS WITH G > 0.49. 16" O.G. 5PAGING 5:12 PITCH (3) I6d (b) I6d (8) Ibd EACH LAP 2. TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 0.42 < G <0.49, THE NAIL SFACIN55 SHALL BE REDUCED TO b 60 16.7 14.8 INCHES O.G. 12" O.G. 5PAGING 7:12 PITCH (3) Ibd (3) Ibd (5) I6d EACH LAP �y V 70 19.4 23.1 3. WHEN CEILING J015T ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 80 22.2 26.4 16" O.G. 5PAGING 7:12 PITCH (3) Ibd (4) Ibd (6) Ibd EACH LAP AND CEILING J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TORE ROOF,CEILING, 8 2 FLOOR 28 11.8 14.0 12" O.G. 5PAGING 9:12 PITCH (3) Ibd (5) I6d (4) Ibd EACH LAP 5UB51TUTEM FOR COMMON NAILS 16" O.G. SPACING 9:12 PITCH (3) Ibd (3) I6d (5) I6d EACH LAP 4. TO AVOID 5FL17TINO, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH 51ME OF THE RAFTER OR CEILING 32 13.5 16.0 JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE 4. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B. 36 15.2 18.0 12" O.G. 5PAGING 12:12 PITCH (3) Ibd (3) Ibd (3) Ibd EACH LAP 16" O.G. 5PAGING 12:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP 8 RIDGE TENSION STRAP CONNECTION (TABLE 3.6A ANSI/AF$FA WFGM-2001)• 40 16. 20.0 CEILING JOIST LAPS OVER PARTITIONS (fFAGE NAILED): ROOF SPAN I. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 3.28 BOTTOM PLATE TO FOUNDATION CONNECTION 50 21.1 25.1 GROUND SNOW LOAD 20 PSF 12'-0" 24'-0" 36-0" WITHIN 8 FEET OF BUILDING CORNERS AS PER AN51/AFWA WFGM-2001 60 25.3 30.1 12" O.G. SPACING 3:12 PITCH (4) Ibd 0) I6d (Io) Ibd EACH LAP 2• TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXF05URE B THREE SECOND OUST -70 120 70 29.5 35.1 m 16" O.G. 5PAGING 3:12 PITCH (5) I6d (9) I6d (13) 16d EACH LAP WIND SPEED (MPH) 80 33.7 40.1 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR B BOLT MAX. ANCHOR BOLT 12" O.G. 5PAGING 4:12 PITCH (3) I6d (5) Ibd (8) Ibd EACH LAP 16" O.G. 5PAGING 4:12 PITCH (4) Ibd (7) Ibd (Io) Ibd EACH LAP (0.6 X 10 PSF) ANCHOR BOLT COMMEGTION SUPPORTING 5PAGING (IN)"'' SPACING (IN.)'2"4 1. TABULATED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN RESISTING EXPOSURE B ZQ 12" O.G. SPACING 5:12 PITCH (3) I6d (4) I6d (6) I6d EACH LAP 4. TABULATED GONNEGTION REOUIREMENT5 ARE BA5ED ON A 12 INCH RIDGE STRAP SPACING, FOR DIFFERENT RIDGE 16" O.G. SPACING 5:12 PITCH (3) Ibd (6) Ibd (8) Ibd EACH LAP STRAP 5PAGING, MULTIPLY H I-3 STORIES THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: 1/2" ANCHOR BOLT 1/2" ANCHOR BOLT 2. TABULATED SHEATHING LENGTHS ARE BASED ON BFT. WALL HEIGHTS.RIDGE CONNECTION 5PAGING (IN.) 12 I6111.2 24 48 72 FOR OTHER HEIGHTS, H, THE TABULATED 5HEATHING LENGTH SHALL BE 12" O.G. 5PAGING 7:12 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP MULTIPLIER 1.00 1.33 1.60 2.00 4.00 6.00 LATERAL AND SHEAR 30 3O MULTIPLIED BY H/8. -� LOADS 16" O.G. 5PAGIN5 7:12 PITCH l39 Ibd (4) Ibd ((0) Ibd EACH LAP I-3 STORIES 5/8" ANCHOR BOLT 5/8" ANCHOR BOLT Z L 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO I AND THE FRAMING IS 3. TABULATED LENGHTS ASSUME WALLS ARE SHEATHED AS SPECIFIED IN12" O.G. 5PAGING 9:12 PITCH (3) Ibd (3) Ibd (4) I6d EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 5.1. THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED. 45 45 SECTION 3.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED v 16" O.G. 5PAGING 9:12 PITCH (3) Ibd (3) 16d (5) I6d EACH LAP LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE 12" O.G. SPACING 12:12 PITCH (3) Ibd (3) Ibd (3) Ibd EACH LAP 6. WHEN COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF 1• PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 ADJUSTMENT IN TABLE 3.17D. W THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d COMMON NAILS IN A STEEL STRAP, OR THE NUMBER OF } w p Q u] ►= o 16" O.G. 5PAGIN5 12:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP 2. WHEN ANCHOR BOLTS ARE USED TO RE515T UPLIFT, LATERAL, AND SHEAR 4. MINUMUM LENGTH OF FULL HEIGHT SHEATHING SHALL NOT BE LESS THAN 0 o w z 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF IOd BOX NAILS IN A STEEL THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR WALL SEGMENT w w u 0 0 COLLAR TIE TO RAFTER (PAGE-NAILED) SPAN STRAP. LOADS, THE MAXIMUM ANCHOR BOLT 5PAGING SHALL NOT EXCEED THE ° �w 12'-0" (2) ad LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.20) OR ASPECT RATIO LIMITATION IN TABLE 3.17D. Q" n° w z ju I6'-O" (2) 8d TABLE 3.8 WINDOW SILL CONNECTION LATERAL AND SHEAR LOADS (TABLE 3.25), FOR OTHER ANCHOR BOLT p F-m v two i i AS PER ANSI/AF$PA WFGM-2001 LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.5. 5. TOTAL ROOF SPAN SHALL NOT EXCEED 36FT. BASED ON 3.1.3.4a. N -' Q -o 20'-O" (3) 8d ENDWALL WIDTHS UP TO SOFT. ARE SHOWN FOR USE WITH THE INSCRIBED ~ 4 =0 2° lta TREE SECOND GUST z>�v,�z U w N 3:12 PITCH 24'-O" (3) 8d PER TIE 110 120 3. TABULATED ANCHOR BOLT SPACING FOR LATERAL AND SHEAR LOADS BUILDING PROVISIONS OD 5.1.5.3c. tu ? N U-Q 28'-0" (4) 8d WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. o `��, z o LU 32'-0" (4) ad WINDOW SILL SPAN REQUIRED LATERAL CAPACITY OF FOR OTHER WALL 5HEATHING TYPES THE TABULATED ANCHOR BOLT p z=_-jv w�w N V 36'-O" (5) 8d (FT.) CONNECTION AT EACH END OF 5PACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE WO-M�a o�o = V N Wh 12'-0" (2) 8d WINDOW SILL PLATE (LBS.) ADJUSTMENT FACTOR IN TABLE 3.17Bw D, BUT IN NO CASE SHALL ANCHOR OLT �K Q��o°m� O 16'-0" (2) 8d 2 132 15-1 5PAGING EXCEED 6 FEET ON-CENTER. o�� p zQ► o* 01-- °Q��Q�az��H 20'-0" (2) 8d `{ 265 315 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH WITH A (3) 8d PER TIE b 397 472 z 7 0 5 w v 4:12 PITCH 24'-0" TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER THAN 262 PLP, z o >w i z 8 529 630 LATERAL CONNECTIONS SHALL BE DETERMINED U51NG THE LOADS FROM 1W d N v 28'-O" (3) 8d 10 661 787 TABLE 3.5. Q a o LOU z 32'-O" (4) 8d u N w w° p z 9 0 561-011 (4) 8d w-wwsv<q 12 744 944 FLT-Nv� vIFK w 121-01, 1) 8d No>wTo vofy~ V 14 926 1102 WR�V§WFVQ m I I6-O (2) ad 16 1058 1254 TABLE 3.2C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS �i F-ID O w z w��w 2o'-O" (2) 8d AS PER ANSI/AFS PA WFGM-2001 z m �° N 0 o o M I. TABULATED UPLIFT AND LATERAL CONNECTION _ o �o° Z 5:12 PITCH 24'-0" (2) ad PER TIE THREE SECOND GUST o w REOUIREMEN75 SHALL BE PERMITTED TO BE MULTIPLIED 110 120 ` '� K 28-O (3) 8d BY OA2 FOR FRAMING NOT LOCATED WITHING 8 FEET WIND SPEED (MPH) °Q x t<,0_ 32'-O" (3) 8d OF BUILDING CORNERS. BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT MAX. ANCHOR BOLT UI r 0 o r g��-�o ► �QQ��,o°�o� D 36'-0" (3) 8d ANCHOR BOLT COMMEGTION 5UPPORTING 5PAGING (IN)" SPACING (IN.) 12'-0" (1) 8d 2. TABULATED FRAMING LOADS ASSUME A BUILDING RESISTING 16'-O" (2) Sd LOCATED IN EXPOSURE B. 8 FT. END ZONES 8 FT. END ZONES I-3 STORIES 20'-0" (2) 8d RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 34A ANSI/AF4PA WFGM-2001)• 34 33 6:12 PITCH 24'-0" (2) ad PER TIE UPLIFT LOADS 28'-O" (2) Sd 1. NAILING REGUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED INTERIOR ZONES INTERIOR ZONES 32'-0" (3) 8d 1-3 STORIES 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEARING WALL, HEADER 45 38 36'-O" (3) 8d OR RIDGE BEAM 12'-0" (1) 8d I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 I6'-O" (2) ad 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING Z 20'-0" 2 (2) 8d WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED . WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BLU 5PAGING SHALL NOT EXCEED THE LU 7:12-12:12 PITCH 24'-0" (2) 8d PER TIE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.20) OR V 28'-0" 2 ad 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING J015T LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 3.2B), FOR OTHER ANCHOR BOLT O 32'-0" (3) 8d LIMITATIONS 5EE SECTION 3.2.1.7 AND 3.2.2.3. Q 36'-0" (3) 8d 5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE GEILING ASSEMBLY Z BLOCKING TO RAFTER (TOE-NAILED) (2) 8d EACH END O RIM BOARD TO RAFTER (END NAILED) (2) I6d EACH END 6. TABULATED HEEL JOINT CONNECTION REGUIREMENT5 A55UME CEILING J015T5 OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC, SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC, SPACE v WALL FRAMING THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMENTS TOP PLATE TO TOP PLATE (FACE NAILED') (2) I6d PER FOOT GEILING HEIGHT/ HEEL JOINT CONNECTION (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 3.45) W ROOF RIDGE HEIGHT ADJUSTMENT FACTORS ~ TOP PLATE AT INTERSECTIONS (PAGE NAILED) (4) Ibd FA5TE5T MILE WIND5PEED (MPH) FASTEST MILE WIND5PEED (MPH) z0 W JOINTS - EACH SIDE I/2 2 STUD TO STUD (FACE NAILED) (2) Ibd FRAMING 24" O.G. 1/3 1.5 FRAMING v p ZO HEADER TO HEADER (FACE NAILED) I6d 16" O.G. ALONG EDGE5 1/4 1.33 5PAGING ROOF SPAN (FT.) 110 MPH 120 MPH 5PAGING ROOF SPAN (FT.) 110 MPH 120 MPH TOP OR BOTTOM PLATE TO STUD WALL HT. 1/5 1.25 (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA. END OF � `� W (END NAILED): 8 (2) I6d I/lo 1.11 U'4"x20 GAGE STRAP IY4"x20 GAGE STRAP Ci (A F- lo (3) I6d 12'-0" (2) 8d (2) 8d 12'-0" (2) 8d (3) 8d Q 12 (4) Ibd PER STUD I6'-O" (2) 8d (2) 8d 16'-O" (2) 8d (3) Sd O O 6 12" O.G. 5PAGING 14 (4) I6d TABLE 5.10 ROOF SHEATHING ATTACHMENT REGUIREMENT5 FOR WIND LOADS 20'-0" (2) 8d (2) 8d 20'-O" (3) 8d (4) 8d 16 (4) I6d A5 PER AN51/AF$PA WFGM-2001 12 24'-O" (2) 8d (3) 8d 14.2 24'-O" (3) 8d (4) 8d # 18 (4) I6d STRUCTURAL SHEATHING MAXIMUM 20 (4) I6d (2) 8d (3) 8d 28'-O" (3) 8d (4) 8d - - RAFTER/TRUSS NAIL 5PAGING FOR 8d COMMON 8 (2) Ibd SHEATHING LOCATION 5PAGING NAILS (INGHE5, O.G.) 32'-0" (3) 8d (3) 8d (4) 8d (5) 8d 36'-O" (3) 8d (3) 8d 36'-O" (4) ad (5) 8d 10 (3) I6d (INCHES, O.G.) 110 MPH ZONE 120 MPH ZONE 12'-O" (2) 8d (2) 8d 12'-0" (3) 8d (3) 8d 12 (4) Ibd 16 O.G. 5PAGING 14 (4) I66 PER STUD E F E F I6'-0" (2) 8d (3) 8d Ib'-O" (3) 8d (4) 8d 6 12 6 1216 (4) 16d INTERIOR ZONE 12" O.C. 20'-0" (2) 8d (3) 8d 20'-0" (3) 8d (4) 8d 18 (4) I6d 16" O.G. 6 12 6 12 I6 24'-O" (4) 8d (5) 8d „ 24'-O" (3) 8d (3) ad 24 20 (4) Ibd PERIMETER EDGE ZONE 12 O.G. 6 12 6 12 28'-O" (3) 8d (4) ad 28'-0" (4) 8d (5) 8d , \ Z LU BOTTOM PLATE TO FLOOR J015T, BANDJOIST, ,� 16 O.G. b 12-26 6 32'-0" (3) 8d (4) 8d 32'-0" (5) 8d (6) 8d �J (2) Ibd PER FOOT GABLE ENDWALL RAKE OR RAKE TRUSS 3 , ENDJOIST, OR BLOCKING (PAGE NAILED) W/ LOOKOUT BLOCK 6 6 4 4 561-011 (4) 8d (4) ad 36'-O" (5) 8d (6) ad FLOOR FRAMING A Lo L JOIST TO SILL, TOP PGABLE ENDWALL RAKE OR RAKE TRU55 6 6 LATE OR GIRDER (TcOE NAILED) (4) 8d W/0 RAKE OVERHANG 6 PER JOIST 6 BRIDGING TO J0157 (TOE NAILED) (2) 8d EACH END - - RAF7ER/TRU55 BLOCKING TO JOIST (TOE NAILED) (2) 8d EACH END SHEATHING SIZE SPACING MINIMUM NUMBER OF 8d COMMON v ; BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (3) I6 ' d EACH BLOCK (INCHES, O.G.) NAILS PER SUPPORT 1H R 'I ' LEDGESTRIP TO BEAM (FACE NAILED) (3) Ibd EACH JOIST _ ^ J1J J015T ON LEDGER TO BEAM (TOE NAILED) (3) ad PER JOIST 1x6 OR Ix8 SHEATHING 12-19.2 2 2 ` BAND J015T TO JOIST (END NAILED) (3) I6d PER JOIST LU OR LARGER n l l BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I6d' PER FOOT SHEATHING 12-19.2 3 3 , O`� ROOF SHEATHING IIiJJJ---!!! E = NAIL 5PAGING AT PANEL EDGES (INCHES) (� O STRUCTURAL PANELS 8d *5EE TABLE 3.10* F = NAIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) O DIAGONAL BOARD SHEATHING 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLUDING 4 FEET ON EACH SIDE OF I"x6" OR I"x8" (2) 8d PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED O il-J I"xl0" OR WIDER (3) 8d PER SUPPORT x � n GEILING 5HEATHING 2. TABULATED 12 INCH. O.G. NAIL SPAGINO A55UME5 SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS (� "yam_ OL O GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD WITH G > 0.49. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.44, THE NAIL SPACING SHALL BE REDUCED BY 6 INCH. O.G. � W � WALL SHEATHING 3. TABULATED 6 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRU55 FRAMING MEMBERS WITH G > 0.49. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.44, THE NAIL 5PAGING SHALL BE REDUCED BY 4 INCH. O.G. STRUCTURAL PANELS ad *5EE TABLE 3.11* FIBERBOARD PANELS 4. TABULATED 4 INCH. O.G. NAIL 5PAGING A55UME5 SHEATHING ATTAGHEDTO RAFTER/TRU55 FRAMING MEMBERS WITH Q 7/16" 6d' 3" EDGE / 6" FIELD G > 0.49. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.49, THE NAIL 5PAGING SHALL BE REDUCED BY 3 INCH. O.G. L1 25/32" ad' 3" EDGE / 6" FIELD 5. TABULATED NAIL SPACING A55UME A BUILDING LOCATED IN EXPOSURE B LU GYPSUM WALL BAORD 5d COOLERS 7" EDGE / 10" FIELD z0 M NI i Q1 HARDBOARD 8d *SEE TABLE 3.11* 1- Q ■ PARTICLEBOARD PANELS 8d *5EE MANUFACTURER* z DIAGONAL BOARD SHEATHING O Z I W x6" OR I"x8" (2) 8d PER SUPPORT � � � I"xl0" OR WIDER (3) 8d PER SUPPORT # � O Q N Q 7p,- HURRICANE -HURRICANE ANCHORS MANUFACTURED BY CONNECTION OF MULTIPLE , 51MP50N STRONG-TIE CONNECTORS MODEL No. H2.5A OR APPROVED EQUIVALENT AT EVERY PIECES OF TOP-LOADED BEAMS TODD O'CONNE.L,.. RAFTER TO PLATE CONNECTION BOTH SIDES WHEN ALUMINUM CRATE WITHOUT ANY A [ H � TCT P. C. -RAFTERS DO NOT AL16N WITH STUDS KEY OR TOOL REOV FOR I REMOVAL 1%" Width Pieces: &RADE TODD O'CONNELL,A e Minimum of 2 rows 16d (3�") nails at 12o.C. 1200 Veterans Memorial Highway Suite 120 SIMPSON 5TRON6-TIE CONNECTOR » Hauppauge,NY 11788 DL. #H-TZ TO BE USED WHEN WINDOW WELL I I ® Minimum of 3 rows 16d (3V-J') nails at 12 0.c. RAFTER ALIGNS WITH STUD _\ 8" TRENCH FOOTIN I �� L P(631)650-6666 p p for 14 and deeper beams USE A MINIMUM OF TWO 5d ��.°; , �� ➢ TO VIRCIN SOIL I ! I F(631)650_6667 NAILS THI5 SIDE WITH A ? C(516)658-0325 TOTAL OF FOUR INTO RAFTS Nailed connections require an additional row of 1 nails when nail size is smaller than specified ° ® ° ROOF RAFTS �I\ PERMANENT DOUBLE TOP PLA i �"'�`"' above (minimum 0.131» x 3.25") 1 3%2" Width Pieces: I ' FOUNDATION STUD PLATE TIES MANUFACTURED BY 51MP50N NOTE: » 5TRON6-TIE CONNECTORS MODEL No. R5P4 BROW CRID O GONERS, o Minimum of 2 rows % bolts at OR APPROVED EQUIVALENT AT EVERY STUD PROHIBITED OVER WINDOW x �� Z WELL UNLE55 DEVICES Q TO PLATE CONNECTION WHEN RAFTERS DO NOT 24 o.c. staggered RELEASABLE OR REMOVABLE o 0 0 0 0 GRAVEL FILL ALIGN WITH STUD FROM IN51DE WITHOUT USE �t OF KEY, TOOL OR EXCESSIVE W-14 "" o `t FORGE RFERATED RON/ Q STUDS a 16" O.G. PVC PIPE 1 o$ o o Additional nailing or bolting may be ° required with side-loaded multiple member ° T'WO 8d NAILS ^•sA beams. Refer to current product literature. INTO PLATES n r IGHT 8d NAILS (y INTO STUDS N R00F STRAFF I NO DETAIL C EO RE55 lel I NDON DETAIL Z � 3 SCALE: 5/4" = I'-O" '3 SCALE: 1/2" = P-O" Z 111 O }- Z USE SIMPSON Z-MAX OR 1­1176 CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/ACQ LUM5ER. � 3 v lQ -1 0< I�" MIN. EDGE � �,�����oo WALL STUDS a 16" O.G. DIFFERENCE Lpo W0- wluOxj)Z z°�N 4Q oZ�� to o�n` 3myw° V d Q* x=�w�inm V 5/8 Ox 12 STEEL ANCHOR 4• ° v � O o- BOLTS AT 5'-O" O.G. MAX. BOTTOM PLA MIN EMBEDMENT OF T' ® o O'Q o o Q o RIM JOISTS 'nwtunipz �'o QU�m SEE PLAN—/ <N° 'Q MI)o IUa f o PROVIDE HOLD DOWN5 AT WF-�QWV SIL I3/4"A IV4"LVL x�' �JIJI a ALL CORNERS AND BOTH p M 013 4 N v o o SUB FLOOR ANLL€STRAPPIN6 TO BE ° SIDES OF OPENINGS 6' 3=G o o�m�o° Z OR GREATER IN WIDTH y�P ♦L W Z W FLOOR JOIST INSTALLED AS PER MANUFACTURES d QQ SILL PLA SPECIFICATIONS AND NYS CODE - ' G til a DC ® oQ� a a. \ ` � �QQ�Noo o° p Z TERMITE 5HIEL 16 &a. STRAP TIES MANUFACTURED �. DOUBLE 2X 5TU FOUNDATION WALL BY 5IMP50N 5TRON6-TIE CONNECTORS ODEL No. 0516 OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD SIMPSON HDUS-SD52. v v pip AND WRAP UNDER SILL PLATE AT FOUNDATION. I y II "x5"xV2" 5TL. BEARING PLATE MANUFACTURED 5/8" THROUGH BOLT 0G' BY SIMPSON STRONG-TIE CONNECTORS MODEL No. (TYPICAQ \� 1 BPS OR APPROVED EQUIVALENT rfN�ANOHOR E30L.T DETAIL v ICAL. %,"A2" HOOKED ANCHOR BOLT .3 _ 1 -1 ' "3/4° 5TL. PLATES - ® 5'-0" O.G. SCALE: 5/41: - I -O - W/'i" MIN. EMBEDMENT INTO CONCRETE Z - WITHIS 6-12" OF EACH END OF PLATELU 2 OUNDATI ON 5Tfi AFF I NO DETAIL I'-O" IIL I TGt-t i�LT DTr�I L o WHEN NOT ALIGNED WITH RAFTER, II 3 CONNECT KIN& STUDS TO TOP PLATE, SEE ROOF 5TRAPPIN& DETAIL WRAP 1144" 6AL5. 20 &A. COIL STRAP VER TOP OF TOP PLATE b NAIL ROOF FRAMING ® Z ® O w p V p Z 5/8" THREADED STEEL RO CRIPPLE N iv z STUDS DOUBLE TOP PLATE SIMP50N HDU5-SDS2. O p DOUBLE 2X STU SIMPSON HDU5-5D52. FADER HOOKED ANCHOR BOLT MIN. 12" PENETRATION INTO FOUNDATION v HURRICANE ANCHORS MANUFACTURED BY a U5P CONNECTORS MODEL No. TMU26,TMU210 JACK s OR APPROVED EQUIVALENT AT EVERY LH LULU STUD RAFTER TO RIDGE CONNECTION WHEN FULL LENGTH RAFTERS DO NOT ALIGN WALL STUDSHURRICANE ANCHORS MANUFACTURED BY 'I'I FRAMED OPENING FOR NEW l. USP CONNECTORS MODEL No. 5T22 u 7---I m WINDOW OR EXTERIOR DOOR `•� II OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS s RAFTER TO RIDGE CONNECTION WHEN RAFTERS ALIGN �-- RID LU LU uQ LU � hoz NOTE: UPLIFT CONNECTION 15 REQUIRED X NO UPLIFT CUNEGTORS n I AT EACH END OF THE HEADER AND AT '�1`LI� OL BOTTOM OF HEADER STUDS IN ADDITION REQUIRED 1�HI5 AREA I I I Z TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES. N z USE SIMPSON Z-MAX OR HDG CONNECTORS TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION p W/ ACO LUMBER. p p/ 6 6a. STRAP TIES MANUFACTURED w w BY 5IW50N 5TRON6-TIE CONNECTORS USE SIMPSON Z-MAX OR HD& CONNECTORS 1- MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORRO51ON RESISTANCE STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION 4 BOLD DONN DETAIL 8 R I DOE STi AFF I NO DETAIL AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AGO LUMBER. 5 UFL I FT CONNECTOR DETAIL lu � Q '3 SCALE: 5/4" = 1'-0" L p �i Ll ABLE END STUD 1 61.11 T"0' DD WC OC NELl ARC HE7 � C T P. C. WALL STUDS a I6 O.G. TODD O'CO I �.L,AIA ABLE END STUD 1200 Veterans tot-moria)Highway I6 Co. COIL STRAPt'IN6 MANUFACTURED STRAP TIES MANUFACTURED BY SIMPSON Suite 120 BY SIMP50N STRONG-TIE CONNECTORS 0 STRONG-TIE CONNECTORS MODEL No. 5TI5 Hauppauge,NY 11789 MODEL No. GSIb OR APPROVED EQUIVALENT 0 OR APPROVED EQUIVALENT TO EXTEND MIN. P(531)65()-6666 12" UP STUD FINISH TO BE 5ELEGTED 4" CONCRETE SLAB W/ F(631)650-6567 2X BRAGIN ° 6"x6" 10/10 1111 011 C(516)658-0325 BOTTOM PLA COMPACT 5RAVEL FILL ; RIM J015T 4 e as eaf4'i " " >_✓ .,.,., a PITCH SLAB " 0 a e a e a 0 a 0 0 a io 0 d 0 CULTURED STONE FACE 0 a ° o TO BE SELECTEDa �g0o oa U 0 00 °�0000000 000 0 0 0 0 �0 SUB FLOOR „ &ABLE WALL END CONNECTOR ° O 0 00�00� CEILING JOIST ®16 O.G. �o-� FLOOR J01o / MANUFACTURED BY SIMP50N ad a /o 0 STRONG-TIE CONNECTORS Jo L' " MODEL No. LTP4 APPROVED EQUIVALENT INSTALLED AS FINISHED SRADE COMPACT FILL MANUFACTURERS SPECIFICATIONS 0 12" POURED CONCRETE 0 FOUNDATION a I6 Ga. COIL STRAPPING MANUFACTURED BY SIMPSON 5TRONG-TIE CONNECTORS 0 ITO TIS MODEL No. 0516 OR APPROVED 5QUIVALENT NOTE: m W ALL STRAPPING TO BE GABLE WALL END CONNECTOR z INSTALLED AS PER MANUFACTURES MANUFACTURED BY SIMP50N 0 a " (2) #4 RE-BAR N SPECIFICATIONS AND NYS CODE STRONS-TIE CONNECTORS WALL STUDS ® 16" O.G. MODEL No. A55 APPROVED d 0 OSPECIFICATION INSTALLED NS &ABLE WALL END CONNECTOR 0 MANUFACTURERS 01 Q MANUFACTURED BY SIMPSON I" Hy STRONG-TIE CONNECTORS 2X WALL 5TUD5 FLOOR TO FLOOR STi AFF I NO 2X WALL PLATE MODEL APPROVED EQUIVV ALENTENT INSTALLED STALLED AS Z l)7 MANUFACTURERS SPECIFICATIONS TO EXTEND O Z 3 SCALE: 5/4" = 1'-0" MIN. 12" DOWN STUD AND 12" ACROSS J015T ~ � a wQQy v O O ABLE END DETAILI I 00NORETE PLATFORM DETAIL � 3 SCALE: 5/4" = 1'-0" 3 „ _ „ IL�ro o 0_ 1 SCALE: I - I -O °o A �� o Q � ` X l)�Z��W�N ►u NA) poz� W Z K ~-0 zZ �p W v F��wppyQQwOpF ~t(j0in0�0-�R'O Nww�z�o�$��tA N 5 W t 0�V� NQN0F--W N U SO wV F-w— UQ'Q Ri o>Lu=o° tL IV U NFw:*-�QwmwF�u HURRICANE 3=�W°a =°,- z T 5 G B a j T-ho SIMPSON 5TRONG-TIE CONNECTORS MODEL No. H2.5 OR APPROVED EQUIVALENT AT EVERY RAFTER TO BEAM CONNECTION BOTH 51DE HIP CORNER PLATES MANUFACTURED 'u o�s F� _y BY SIMPSON STRONG-TIE CONNECTORS ��QQ�moQ�os D MODEL No. HOPI FOR 2x MEMBERS AND No. HCP4 FOR 4x MEMBERS OR APPROVED EQUIVALENT INSTALLED AS MANUFACTURES SPECIFICATION V V IP OUBLE TOP PLATE 0 FRAMING 0 ROOF RAF RIDGE P05T GAP MANUFACTURED BY 51MP50N RIDGE STRAPPING STRONG-TIE CONNECTORS MODEL No. 5052-2/4 H OR APPROVED EQUIVALENT INSTALLED iZ AS PER MANUFAGTURE5 SPECIFICATIONS COLLAR TIES v O BEA D z O DEGORA•1I•IVE COLUMN COVER v bxb GOLU 15" TYPICAL OVERLAP O ° o0 O M COLUMN BA5 GU55ET-JOINED RAFTERS o 0 ACT AS SINGLE ELEMENT 0 v z0 L o O N TIE JOISTS TO RAFTERSQ (, W/ (3) J"� X 21" LONG NG-TIE HIP CORNER PLATES MANUFACTURED � �p La LA5 BOLTS BY 51MP50N STROCONNECTORS MODEL No. HR61.51 FOR 2x MEMBERS Q O E OR APPROVED EQUIVALENT INSTALLED AS MANUFACTURES SPECIFICATION IF RAFTER P. GONG. SL I � I 0 ° HURRICANE TIES AT EACH COLUMN BASE MANUFACTURED BY a RAFTER CONNECTION 51MPSON 5T'RON57-TIE MODEL No. CB044-5D52 INSTALLED a AAS PER MANUFACTURERS (,�� SPECIFICATIONS ORAPPROVED UIT a z ly P. GONG. CHEEK WALL — ��7— Q LUKv 2 FORT 1100 DETAIL 13 ROOF FRAM I NO DETAIL I H I fn ROOF DETAIL o z 3 50ALE: 5/4" = 1'-0" •3 SCALE: 1/4" = 1'-0" •3 50ALE: 5/4" = P-O" V o OL - 0 AW z hod z m � � 3 0 0 � Q >. CANTILEVERS SUPFORTI NC BEARI NO WALLS TYPI GAL JOIST TO BEAM GONNEGTI ONS Load bearing or shear wall above (must stack over wall below) ` ®. 8 DIAMETER MAXIMUM HOLE MAY BE OUT TODD O'CGNNF.€.L A eCH ! T 'cCT P. C. N EACH BLOCKING PANEL FOR 113/g"-16" ,1 FACE MOUNT �7/1 JOIST; 6" DIAMETER MAXIMUM FOR qY2" I HANGER Blocking panel FLOOR NA I L I NC REQUIREMENTS TODD O'CONNELL,AIA - WEB STIFFENERS REQ. JOIST OR FOR BLOCKINO PANELS LESS THAN 2x4 minimum 1200Veterans Memorial Highway • • TWO 8d (2y2") BOX OR 12d (59 BOX EACH SIDE AT EIW 12" LONG. DO NOT OUT FLAKNOES wash blocks Suite 120 : NAILS (I EACH Ssquash q IDE), MINIMUM FROM END. Hauppauge,NY 13788 • BLOCKING PANELS, RIM JOIST OR RIM-BOARD TO BEARING PLATE: TOP FLANOE P(631)650-6666 TJI BLOCKIN& PANELS OR RIM JOIST: IOd (5") BOX NAILS AT 6" O.G. HANGER F(631)650-6667 TRUS JOIST RIM BOARD: TOENAIL H/ IOd (511) BOX NAILS AT 6" / ys" C(516)65$_0325 O.G. OR Ibd (3 I/2'9 BOX NAILS ® 12" O.G. j SHEAR TRANSFER: CONNECTIONS EOUIVALENT TO DECKING NAIL SCHEDULE Web stiffeners • RIM BOARD, RIM JOIST OR CLOSURE TO TJI JOIST: required each side at 10" WIDTH OR LESS: THO IOd (59 BOX NAILS, ONE EACH TRUS JOIST RIM BOARDWEB STIFFENERS REOU I RED IF B1 W and B2W AT TOP AND BOTTOM FLANGE 0CLOSURE TYP I GAL S 1 DES OF HANGER DO NOT LATERALLY TJI /PRO 550 4 150TS RIM JOIST: TWO 16d (5 1/2") BOX NAILS, ONE EACH �, " � r SUPPORT AT LEAST 3/8" OF JOIST TJI /PRO 550 RIM JOIST: TOENAIL J015T O M J015T WITH ONE AT TOP AND BOTTOM FLANOE. �� TOP FLANGE 1 IOd (59 BOX NAIL EACH SIDE OF J015T TOP FLANGE A TJ I BLOOK I NO DETAIL • 2X4 MINIMUM SQUASH BLOCKS: TWO IOd (59 BOX NAILS, ONE EACH AT TOP N.T.S. AND BOTTOM FLANGE. CONNECTION OF MULTIPLE WEB STIFFENER ATTACHMENT Apply subfloor Option 1: PIECES OF TOP-LOADED BEAMS Gam adhesive to all TJI Joist blocking with 13/4" Width Pieces: /8"minimum 1fl' m contact surfaces end blocks installed at • Minimum of 2 rows 16d (3y") nails at 12" o.c. tr o� Y joist span " r 5Q • Minimum of 3 rows 16d (3Y ) nails at 12 o.c. Three 8d (2Y") box nails, cv locations using :� clinched o ,: for 14 and deeper beams z #O y� two 8d (2Y ) (Three 16d (3Y") box nails at Z ALLOWABLE HOLES - TJ1® Joists box nails, • Nailed connections require an additional row of / ) � v TJI Pro 550 typical nails when nail size is smaller than specified 1fl' J Option 2: above (minimum 0.131" x 3.25") Web stiffener each side. o See ale 2x_ strapping installed at Y 3%2" Width Pieces: �_Wl See sizes below. z s" See table joist span locations using two 9 W WEB STIFFENER SIZE W t, » * Minimum of 2 rows Y bolts at Tight fit 2Y screws per joist Q I Z 0 0 Option 3: 24" o.c. staggered lfl fl x 21minimum _ Q _I P a 1i directly applied ceiling Q _ _ W 1�" a" x 2(" minimum TJI rim joist o~�`'t g� Maintain adequate o o When specified on the layout, Additional nailing or bolting maybe < distance from bearings �: :� , W = m For rectangular holes, one or more of the three bracing required with side-loaded multiple member 2( 1 x 2( minimum W W a z �" tY" hole cuts 2 x D 2 D2 use measurement of options shown must be installed beams. " Must have 1%"minimum joist 3 N ~ o Z o w must be 6" D 1 longest side p 3D 2X4 o z`V` �'�9 w o► u minimumILI minimum from (also applies TJI BRAG I NO DETAIL bearing at ends �,, z o o w tJ G MIOROLAM NAILING DETAIL D TJI WEB STIFFENER DETAIL TJI RIM JOIST DETAIL W �QN~nom~� face of bearings to 1Y" holes) / Z Do not cut holes o i d l-a�o W v F- ��-Q ooh N.T.S. N.T.5. Q���FooJa} larger cantrleverZn'n N.T.S. N.T.S. '� a w Q z o o rn o� > ��< nv Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole Filler block: Nail with ten 10d N N N For other load conditions or hole configurations not included in this chart, refer to TJ-Beam®software or Cut holes with care and (3") box nails, clinched. Use contact your Trus joist representative. in the joist web only ten 16d (3Y ) box nails from - `iL�'o�wFoWt�QLu v JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE each side with TJI /Pro 550 �VN�OQU�o } DEPTH TJI®� 5 3 joists. Use 15 nails with 18" z N N F i; N 2£. 3" 4.£ 5"' 6t/a, 7££ 8s/8£. 9£. 103/4., 12££ 2£. 3.£ 4££ 5££ 6%a' 7" g/., 9.. 10/a- 12" K T k)w o V _N T o Z Pro- 100TS 1'-6" r-0" 2'-6" 3'-6" 5'-6" 1'-6" 2'-6" T-6" 6-0" 6'-0" and 20" TJI /Pro 550 Backer block: Install tight o _ z 9/„ Pro- 120TS 2'-0" 2'-6" T-6" 4'-6" 6'-6" 2'-0" T-0" 4'-0" 6'-0" 6'-6" j01StS. to top flange (tight to =w a Q 3 o Pro-130 2'-0" 2'-6" T-6" 4'-i6" T-0" 2'-0" 3'-0" 4'-0" 6'-0" T-0" t Q Q m o o t o (� Pro- 150 2'-0" T-0" T-6" 5'-10" 6'-6" 2'-0" 3'-0" 4'-0" 6'-0" 6'-6" bottom flange with face Pro-250 2'-0" T-6" 4'-6" 5'-16" T-0" 2'-0" T-6" 4'-6" 6'-6" T-0" mount hangers). Attach ESI PROPERTIES FLOOR SPAN ES AND Vi .ERIAL ,TIGHT Pro-350 1'-6" T-6" 6-0" 6'-16" T-0" V-6" T-6" 6-0" 6'-6" T-0" with ten 1 Od (3") box v v m Pro- 100C V-6" 2'-0" 2'-6" 3'-i6" 4'-6" 1'-6" 2'-0" 3'-0" 4'-0" 4'-6" Halls clinched when Pro-300C 2'-6" 3'-0" 4'-0" 5-4- 6'-6" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6" 7?F=' - •-', ^. Pro-400C 2'-0" T-0" 4'-0" 5'-i6" T-6" T-0" 4'-0" 5'-6° T-o" T-6" possible. I ASA Ftr�tke' d1=GP5FC/-adLc1 1 ?SFtvetca<3:tF:�4adts�d , + s ( . f _ t e;th T31# i',:. ::;1a, �-," '<it d,::,b31 ,, ITt= Ia13 I$a' 1*" §......� tr'oe, Wet tit"o.e. :F=o.c 12°a !c"s.<, E52'a.c. 2a"o.c . r-<,, Pro 100TS 1'-0" 1'-6" 2'-0" 2'-i6" 3'-0" 3'-6" 6'-0" V-6" 2'-0" T-0' 4'-0" 6'-6" T-0" 8'-6" p �- 1 - A'>3' r 1 .a".a..fi:r - s al3esi 'lFraperties= '!r s. Pt.+ i :«< r.::• •`" s !.'C 1+. It° # F. Id 7" :?•1' t' % a r s s< c Pro- 120TS 1'-0" 2'-0" 2'-6" 3'-16" 4'-6" 5'-0" 8'-0" 1'-6" 2'-6" T-6" 5'-0" T-6" 8'-0" 9'-0" Backer block . . . ' + ."1" "t9 "g .E>_. ..,. w, =. _°° l,'- ° :. '. Jr�..% �`4'°v'=: :a,`;i;€, 7 {•......:..,- I, g' +g IIA'' mss= l�,t' 31;^t ,.P s :r•.„p ..<.. ,y G°.,,w„ . ...., ,_,'1'e; '-jc .. ... ..".�.. ."r , } f "w 11/8" Pro- 130 1'-6” 2'-0" 2'-6" 3'-16" 4'-0" 5'-0" 8'-0" 2'-0" 3'-0" T-6" 6-0" T-6" 8'-0" 9'-6" I:,> _ g#• „' ^- ^ ts• 7".-- I .• It' a I `. c�_ _ :°:. • (both sides of web 116, {' Is' t.a I,.e' Is. Pro- 150 1'-0" 1'-0" 2'-o" 3'-10" 4'-6" 6-6" 8'-6" 1'-0" 2'-0" T-6" T-0" T-6" 8'-0" 9'-0" I1G :•-:' i--x' a-.° !;•r , , , Floor Panels ,i Pro-250 1'-0" V-6" 2'-6" 4'-0" 6-6" 6'-6" 9'-0" 1'-0" 2'-0" 4'-0" 5'-6" 8'-0" 8'-6" 9'-6" with single TJI - _ F`_ _ _.„., i"a` a..:i „ :P.�' ;;” Isuttesn ,nr Z i»� �..._..I a I iN f 2t3 ��.._,. I rvi'a�2: .."�_.,. � .�. f;n�,. ..,t.._j{; P W Pro-350 1'-6" 2'-6" T-6" -0" 6'-6" T-6" 9'-6" 1 �' �,;, 190,0f st,� T)i 210 Joists t cJoists �.� �.......... ..."...... a r' 11€'9`FIR!, 5' '-6" 3'-0" 4'-6" 6'-0" 8'-6" 9'-0" 9'-6" JOISIS TJI° 2�0.i01� 5 TJI"� I:, ) i.�tS �'11`y 00 ProTM 550 1'-6" 2'-6" 4'-0" 5'-A" T-o" 8'-0•' 10'-6" T-6" 6-0" 6'-0" T-6" 9'-6" 9'-6" 10'-6" :• �."'3:"' 'll' r4"a' It-7'' t l°a-l" 3r.-?,"_. s , dm,N`'„'€....................... 0 '" 1'-0" 1'-6" 2'-0" 2'_16" 3'-0" 4'-0" 6'-6" 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 7'-0" I, '''" ?` ` Pro 100C TJ I NA I L I NO DETAIL "` Pro-300C 1'-6" 2'-0" 3'-0" 3'-16" 4'-6" 5'-6" 9'-0" 1'-6" 2'-6„ 3,_6„ 4£_6,£ 7,_0£, 7£6,£ 9£_0£, 01�S4 11 'T (3Ettl (1 30 lo.Td BI3r;:izt l 211 ia' 2I': 2['`.'... , ,.. :=-'t' s'-Is` 7i•i' . •, ................. ....3£F Pro-400C 1'-0" 2'-0" T-0" 4'40" 5'-6" 6'-6" 9'-6" T-0" 4'-0" 5'-0" 6'-6" 9'-0" 9'-0" 10'-0" .�J Ia" 2? ia' - "`' ? `' µ.l w<t.,, 3 .3 it _.. ...... ..............,..,,I ,r $as'cPrn ertiaas RexIiDr Fr Stn E°>WC 1Y°tb� ',` ' � � asV `< ",.w r'. �_ �� O N.T.S. w, %` .. .. .r1 :,. . r,,.._..,..,<.., ProTM120TS 1'-0" 1'-0" 1'-0" 2'-(0" 3'-0" 3'-6" 5'-0" 5'-6" 8'-6" 1'-0" 2-0" 3'-0" 4'-0" 6'-0" 7'-6" 9'-6" 10'-0" 11'-6" Mix* Ma►itr r ^ 2�=lntermeCrate 5Vh1exmedeate ` c" <Q'-S° i a '-tC" t',.•t^.: ?s p;. �- De tR 311e l�ia4 F.es st ve Instnfq vertrsa' 1t.-t E^d '1 nC #saet�u�lt'=t Reaction •_` Pro-130 1'-0" 1'-0" 1'-6" 2'40" T-0" T-6" 6-0" 6-6" 8'-6" 1'-0" 2'-0" T-0" 4'-0" 6'-0" T-6" 10'-0" 10'-0" 11'-6" P Weir*€ U x I ' 2 4", kc-er x Sheaz Raa;'•an Pro-250 V-0" 1'-0" 1'-0" 1'-10" T-0" 4'-0" 6'-6" T-0" 10'-0" 1'-0" 1'-0" 2'-0" 4'-6" T-0" 8'-6" 10'-6" 10'-6" 12'-0n ttl t,'# } tft•lCsf {s, •ttsl t3tsl tttzt #ILSt No Web Yt tT Wei NO�'eh Wit' Wev 1R= 33C ._.??'-`.,_t > l ' ?: `'< !":.:, . 2I>,T" i 73'-g: ; "2°,g "A...w�j_c":_". ,,,G,dm .......... ...?:Crt Z TM £ n . n £ n r „ £ n , n , n £ x . n . n , n , Stif'fen$t3 st'tfi.+RerS"' etlttetS�'i StaftePet S'' iy,y,a ,.~*+-''" >s'-`•"'' :,°'-,Q' .,s;�.;, Pro 350 1-0 1-0 1-0 2-6 4-0 5-0 7-6 8-0 11-0 1-0 '-0" .... .......,.,.,•,,,,,,,. 1-0 3-0" 5'-0" T-6" 9'-0" 10'-6" 11'-0" 12 ITC ,+. �mN — ... , E,3w� t <ar l aa� » � � r• `� :�, �„V..r° r;�. - �:-�-.fig (•r,_.�_ TM £_ n ._ n £_ n _ r_ ” ,_ x £_ x £_ n ._ n ._ _ w,< _ .. E Y d[° ° .,,r ern. r�.i rs..p 5 .,�a° Z KA. is t�-d" i,.� �..,mr a,... Pro 550 1 0 1 0 2-4- 3 6 5'-6" 6'-6" 8-6" 9 0 12-4- 2 6 4 0 5 6 7 0 9 0" 10'-0" 12'-0" 12'-0" 13'-0" 9's' 2 t S "" t t 3'i „” �" '"" " , PTO,.£ 100C 1,-o" 2,_ „ n n £, - - " - - 23R T I .. 3$? a5. . 33 t `!:: �^ Gi 00 Li,,e i,oiff r='<aectla'3 (£ iI?I"`€l"iutt':r"iarr ,, colt-r} 01 1 0 1 o 1 0 0 2 6 3 6 4 0 7 0 1 0 1 0 2-0" T-0" 4'-0" 5'0" 7'0 7'6" 9'0" £ P°- i A LU O BTG Ica i°•r }£•.:I ;,;; I :.9?`.' 2,2ti. :•;: m -1J t FaFis�etcatlt€IFSfGe9dleaC GRAS c It6Q t6� Pro-300C a<_ __.._,. : .•"_, _.. € e FLvf,Icsci7`PSFDeadteA 1'-0' 1'-0' 1'-6' 2'-6' T-6' 4'-0' 6-6' W-0" 10'-0" 1-0" 1'-6" T-0" 4'-0" 6-6" T-0" 9'-6" 10'-0" 11'-6" - - .: teFtw TT! ,r,. Pro-400C nx .'.; f "'�.,� I:'rc t 'ac< 19t`o.c 2�'a.c €.'a 1fi"oc, t42'oc 2z'o.c �..s ...................rSF,t — �0 g w zq- , "µ.... ., ... ».. _„_... 1'0” 1'0" 1'-6" 3't0" 5'-0" 0 8 0 111-01, 2-0" 3'-6" 4'-6" 6'-0" 8'-0" 9'-6" 11-0" 11'-0" 12'-0" t t'>4 23€3 a[­ ­ � t-a`>i s ». t t F,_l I >a ,ta;= l �,»1'.: i ';r.,=, l cC c.'-5' I t". + I;'-Y' 3""•:-° 3' l I, s =,`• r< ?.0#. Pro- 1'-0" 1'-0" 1'-0" 1'-ID" 1'-6" 2'-6" 3'-6" 4,_0n n _ „ ._ n „ _ ,£ x _ ,£ „ n € ,-. ro 130 56 76 1 0 1 0 26 ',- rf + c " I_ 3 6 5 0 6 0 10 6 10 6 12 0 13'-0" 2 D s,. Y £.Ie a€s.,...1 4.u5 : '"" s =. 3C:_ 5 . _9,C..Idt — ., __. • '�3 �.. .._3,; 211 r,'• µl1':1•_µ. _ I•^ ~-��, _.,E,.. ,,..a'..�..f :`e,.", .,•P r,.r 16" - n £, ,_ x " „ ._ ,£ n n �:n G£, F.'.r ,.,�,., �, r6. d,,, f. wIll a.» e" £: { " G 1. Q I:+"`: 5 33(3 a' -P a" Pro 250 1 0 1 0 1 0 1 0 1 0 1 0 3 6 4 0 7 0 9 6 1 0 1'-0" 1'-0" 2'-0" F-0" T-o" 11'-0" 11'-0" 12'-0" 13'-6" t._ 3' cst*t'r:�°!`i I I' Pro- n n n n n n n n n n 3 7: .. °'1 1 Vr 293" 2 7',s,. 7,3' HC iF',z K.�• I c s"•£' r Pro 350 1 0 1 0 1 0 1 0 1-0 2'-6" 5-0 5'-6" 8'-6" 10'-6'- 1-0 1-0 1-0 3-6" 6'-0" T-6" 11'-6" 11'-6" 12'-6" 13'-6 t`C -'W"'~ "• l '" •"-'�"' ' :-�-�' p- -", .� . �-, p „ n „ n n n n n „ _s .. „ a 2 3 '-t' area!"rn>ataten#t t ?lD ;..3 �, 4' � I5 rra 7 ,r. �'�c.g 2c;='d t _.as ...� NC!' h'.tkJ Pro-550 1-0 1-0 1-0 1-6 3-6 4-6 7-0 7-6 10-0 12-0 1 -0 2-6 4-6 6-0 8-6 9-6 13-0 13-0 14-0 15-0 I3 2:1! Wiz. 3.4t',+� s`.Ct.3� t . c 11<,`d' 2.34 •£I' ?t:-:° ia- '' T ,,, r, n n „£ £, „, x I t I.. ?. 3 i r 2,1,, tm l 1;rk vP;I.,... ... „ C.?rst Pro 100C _ n 66 1-0 1 0 1 - - _ _ _ _ -0 1-0 1-0 1-0 2 6 2-6 4 0 - - fl m'3,3 " _ `� 5 6" 1'0" 1'0" 1 0" 2'0" 3'-6" 4'6" 10,-0n -.-.€ •I, `:'i.I. �3 f= ;' wrs-�;'� < '� < _ 3E _ _ KFC d<' 33 .`� y;; :,3°+1 I.7 :" :E 3:.,: € ;,tr 3.4:° 3 _ $€D z '.3«` :•. 2. ., oil = ... G.W,. 2 d� `c. <.,.., :t'-D 1„,, + Pro-300C 1'-0" 1'-0" 1'-0" 1'-Q" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 6'-0" 9'-6" 10'-0" 12'-0" 13'-0" _ "£ Pro'" 400C 2'- 3'-6" - - - 2t 3 :t ±.3,1 t, I;I9? I^. ; a.: 2 3 A 2, a 2.g f. Ict ?:• .` �. t;. ', 2 ";+ t - Floor finishes } 1'-o" 1'-o" 1'-o" 1'-�" 6" 5'6" 6'0" 8' 2:q 3'• # F:t= s r m 2t .r' _:. 'sA 3 � i;•-3' �'<'l.l M.i: t- <"_ } <i'. 39-C'^ ,, ... c: r" swJ s. t. s,' P< ...,,,.. ,, .,.... i-�, 2" 4,. 6£. 8£.. 10.. 12" 143/x' 163/4' 2" 4r, 6.. 8££ 10.£ 12•' 143/4., 163/4£. .. .. ! ,r `_ i5 . °, _. _..s< ...................... i 3' T3G" .s e 27'-3 7- c w-. 3 P l r• Trus Joist 5WD I.r>? J.lf "r.J 37 3Cir Ti,r 115' �? c+.. � ., N4 l /. cst ^Y C 'F:f Pro- 350 1'-0" 1'-0" 1'-0" 1'- ££ 4'-0" T-6" 13'-0" ££ , ,£ ,_ „ ,_ „ ,_ n "sae ..,.; :•;>"' Czr:<t�aE fr 3c ............. ... 181° 0 1 0 1 0 3 0 8 0 130 150 176" ' rim board C.,caution:Da net+n:-,,,v 3,H rfo�s�r C£•s£,.:rx 'i>,h a 3~+t a�M•M!"r tf r .'.'z ;e•C'M Pro- 550 V-0" 1'-0" 1'-0" T-6" 6'-6" 10'-0" 15'-0" 1'-0" 2'-0" 6'-6" 10'-6" 14'-6" 16'-0" 18'0" 1 ; re ;¢: r ra`t t.r.,? r!•- : :n>;s a'^ "`;reel=;tt 2t3 i,•a' "€F "' s2.,..: 3` tl u 2 7• i;,.;< ?<'crrar`ccrq. ' :`r ICC Fs e"3 r3 s.':'.;' 1 ;_. •"• ?; ^' 1:•:''' tt"-5• ? ?3" Pro 300C t 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 6'-0" 11'-0" 1'-0" 1'-0" T-0" 6'-6" 10'-6" 13'-0" 16'-6" Must have 13 " minimum "O/st 231T I1. 2_' '`* 2;,•i-�,: 2:'-`'`' f„t z" .'t ;.' :,. $ ;,, ., ; a Pro 400CLU w.. ..., _."...,. , , ...........<,<. "" 1'-0" 1'-0" V-0" 2'-6" 5'-6" 8'-0" 13'-6" 1'-0" 2'-0" 6-6" 9'-0" 13'-6" 15'-0" 17'-0" J ccf neral otp,� scC r,I> "•II' 2fY 3. 3>..., .33=RwE, t ....-j ti"3 I.",i F Pro-350 1'-0" 1'-0" 1'-o" V-0" 2'-6" 6'-0" 10'-6" 14'-6" ^ _ bearin at ends '"' ,�`I:'I ......°-°,-••' �-�--�Z 1'-0" 1'-0" V-0" 6'-0" 11'-6 15'-0" 17'6" 19'6" 20" g c t;`irJt�Jatr s'.-;rr°.. Q I' �" • ^.P � ! c" `�z t� a r5,�'++r+* <; .9 #:!64'•':t ,-rrr.I :4„•, z o$, rY'.,;r>S": +&r Pro- 550 1'-0" 1'-0” 1'-0" 1'-0" T-6" T-o" 12'4" 16'-0" 1'-0" 1'-0" 4'-0" 9'-0" 14'-0' 17 a 4 :(�" ...............E,� (� •r r �_. :"aC 1I:" g,a >.CP.,".i'r:�'s`t';.:t;t;;r`t•„�.'q�at' _. I',t':,y�»_ Vis;' <s. �'>; '-0” 18'-6" 19'-6" t..tri:.,#;:�� s���"��:_' cru��-':a`'°�°,::rtr the sr�.,r.l �toa��''lo Pro 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 8'-0" 12'-0" 1'-0" 1'-0" V-6" 5'-0" 9'-0" 12'-6" 16'-6" 19'-0" Tt„„-s}S ti-�. !� ; Ca'ia` it=„r 3€+;Iraresd3 :�te;to FarThetl421Q,234,and3611icista ForTll 56Cfoists SIBc #CP$Ftvetca 1tUPAFDeadtoad 4r P3€Clue::av ;cP>#pe�dload Ce;rings TJI RIM JOIST DETAIL �--►� Pro-400C 1'-0” 1'-o” 1'-0” 1'-d" 3'-0" 6'-0" 10'-0" 14'-6" 1'-0" 1'-0" 4'-0" 8'-0" 12'-6" 16'-0" 18'-0" 20'-0" ;i S Eur_3 sr rr,"1*;irs'r a"3:2;• '"no's 1 it S wt ttltTos. e1 w 2' �'' ,� 2 t,r�`•t �W 2:x wl.t � i 7r a.' #2=a t �`as c !9 2^a c id°a r t i'o c 15"is s I:�r o c 24'e c Arca.'.-ar x t 3£ .................3 1 • Leave t "web at to and bolt DO NOT cu 5 x a3• c+- .-,.. ... 2.= — /8 P bottom of hole. t joist flanges. N.T.S. :! € i?`s � �',rd,. .3 , l.f I u rn �, r-,. _ t—� V • Chart is based on uniform e. w =rj:'rT3aa a�'3P orsle:rt�;t r l M .." l v + ,.1 () ' u orm load tables in current design literature. t ;k' P 3s I;t `1 P1 s <e d „"."W; s'tS`7r•r: :.F:, el t a6 *,s' .€„ { ":'c i; .t F C'T , • or simple span (5 foot minimum)uniforMly loaded joists not requiring commercial concentrated loads, one maximum size round hole may be l ►°__l. I:''e aCc`�, �/ L }re t p,,r a..<!n;E °."D ._9« .£tFt.HtM1 ro ?: +'Tr }?" P.fe.. v 4�•nf�l!J«l _"-C"rliTt• 's; 1� located at the center of the joist span provided no other holes occur in the joist. `,a,� ,.. ; .,, .� ,�t�:�.a.:� ',I• , I ' XZ ALLOWABLE HOLES - Beams and HeadersPRODUCTt — STORAGE , gi' t m .,P �,����te��t;+ rte. , n/ � .� .o s�^Ar.�warer � l,� 2x Diameter of the largest hole (minimum) f. 11&<:.k;rF t ,»' A,r w I�„' o1c:Af M[;e ~:trx_ .s.A � s ., '$, .. "".A+•,,r r�svretr.� let"'tib i?>tr':t:ice�r;«-.'r��'. -lir�n;,j==`°-r O � l l 3depth ,.-w^ r 14ta ras,F;pery«fiet�a�tcrar ? `..'•.f„r>?r':d;, t== 1 ,_'y;€+ " :e".._.>w V All _,,,,.� ,`.w.. ,3-+; "P'r'`r`' ' C-»"d:'t°3 tl'f w:�:."""'M; ..,f r+,a*, f l "='"'.I:'"t'C;•�"�,lr"& ,>d•�'"t',.:t.'s L°'t't- it 31"i'`s . !r' °t"€':�'3'." o O owed Hole Zone UA o 111 `oast b f )= > xis /-ya ± r+ fJ C.ru:� �;?€.'sry':C'}i",m s ate lntP .�', � .� + f?(1�Lf 'a "[ A.` $tssA�rxtx3carfa e, r. " , C>.m,•. „t,'"• 4 =, � �$>> one q.r Po,:�;�'-.t' .3,y.: k;': ro3n$'!"'.t (� /ttt dry-use a 7#t� fiCtF?S _ - :-,:� 0-', ,�' �'re�tycaerrtp�tt$acxbs =:$`%Afl>f.'�::1:"r_r°�i.tc'tc C-1, srans03l'teres"laced 6"wf^enfloor � � l�- Imr.„ `I• panels are Trailed only o Y depth o o j O `,� �--�,:',l^� ..�'°-�^ Gtstsc•norrtla:•Asf3tScrl�°-e€1 3see�a�'�eex?az��t+�tt�ae.�"t'f.�ctar e. d PCW3 A iv- 3"00prftt :f'r SR'3 t`,` S C .", ,.^.• ar" Aat:Y B�+�C,_SIt Y ff »,. ,�`: '-3l: a�"':6r r'`3,.�' S,° <"r�.?°� i#°'tt° z_ I at 10 00-C�r,'+tea'to Amp hmotes T:MCC#A=rXely !f�s'CtfrzyP0rfm.;'q r:* tl Ec F `_'"°<.+'":»i :lM:°:'tr'`C a::°t.t.$C "I ct":"<c1'5 Y span Allowed Hole Zone Y span �t r m-�.ratxr € €r °ti•t,<<::lye „ :r':1:,=t c°r':'}�a�`P'F-n t" .t,. ,a,t .:';rtw P ssaaax•7t-Pr�"`R,rt'r$a:z Cut only round holes and O ROUND HOLE CHART GENERAL NOTES only in the center of beam �Q� t ,: ���-w :#,.,;,�m, W BEAM DEPTH MAXIMUM ROUND e Allowed hole zone is suitable for uniformly loaded beams only. Cl) O n . LE SIZE T � � Z 4%8" 1" a No rectangular holes. 1 0) Z 5Y2 1/a" .. W — 7%a"to 20" 2" . No holes in cantilevers. See illustration for Allowed Hole Zone 4F K O Q La D STAIRS $ GUARD NOTE: (TO COMPLY WITH R511 $ R512) LEGEND ,. NEW EXTERIOR WALL CONSTRUCTION -2"6NEW LOAD BEARING INTERIOR PARTITION IN CLEAR WIDTH ABOVE THE PERMITTED X " WOOD STUDS @ 16" O.G. PROVIDE TODD O�c ONNELL WA -STAIRWAYS SHALL NOT BE LE�JS T LL CONSTRUCTION BETWEEN GARAGE A R C H t T z C '' P. C,HANDRAIL HEIGR-Iq KRAFT-PAGED BATT INSULATION HT AND BELOW THE REQUIRED l AND MUDROOM-2"X6" WOOD STUDS @ 16" ` HEADROOM HEIGHT AND 1/2 INTERIOR GYP. BD. (SEE 0.0 WITH 1/2" GYP. BD. ON MUDROOM TODD Q`CONNEU.,AIA SPECIFICATION AND NOTES) AND 1/2" SIDE AND 5/8" TYPE "X" GYPSUM WALL EXTERIOR PLYWOOD SHEATHING, AIR BOARD ON GARAGE SIDE (SEE 1200Veterans Memorial Highway INFILTRATION BARRIER AND SIDING AS Suite 120 -MINIMUM HEADROOM HEIGHT TO BE 6 -8 ' SPECIFICATION AND NOTES) Hauppauge,NY 11,788 SHOWN ON ELEVATIONS. PROVIDE 1/2 -MAX RISER SHALL NOT EXCEED MW RIGID INSULATION BOARD BEHIND SIDING. 10" POURED CONCRETE FOUNDATION P(631)650-6666 WALL WITH 12"x24" POURED CONCRETE F(631)650-6667 -MIN TREAD SHALL NOT BE LESS THAN q" NEW LOAD BEARING INTERIOR PARTITION FOOTING (SEE DETAILS). PERIMETER C(516)658-0325 WALL CON5TRUCTION-2"X6" WOOD STUDS PARTITION WALL-2" X 6" AGO WOOD -STAIR PROFILE: NOSINGS SHA)tL NOT BE © 16" 0.0 WITH 1/2" GYP. BD. ON BOTH STUDS © 16" O.G. PROVIDE R-la , ` • ` LESS THAN 3/4" NOR MORE THAN 4° (SEE SPECIFICATION AND NOTES) KRAFT-FACED BATT INSULATION AND 1/2" "� x`" :2:2'-4" 5-2 4-4 5-2 INTERIOR GYP. BD. (SEE SPECIFICATION P 3 -HANDRAILS SHALL BE PROVIDED ON AT 1'-0" I -° AND NOTES) LEAST ONE SIDE OF EACH STAIRWAY WITH PLUMBING CHASE WALLS TWO OR MORE RISERS. TOP OF HANDRAIL O CONSTRUCTED OF 2"X6" WOOD STUDS NEW NON-LOAD BEARING INTERIOR O PARTITION WALL CONSTRUCTION-2"X67 MORE THAN 38�" SHALL NOT BE THAN 34 AND NOT 16" O.0 WITH 1/2" MOISTURE RRE51STANT GYP. BD. OR GEMENT BD. WOOD STUDS 16" 0.0 WITH I/2" GYP. . ALL REQUIRED HANDRAILS - SHALL BE CONTINUOUS TO THE FULL LENGHT BATHROOM HROOM SIDE OF STUD 8D. ON ONE SIDE AND 5/8" TYPE"X" OF THE STAIRS FROM DIRECTLY ABOVE THE 4 GYPSUM WALL BOARD ON MECHANICAL TOP RISER OF A FLIGHT TO A POINT NEW NON-LOAD BEARING INTERIOR ROOM SIDE (SEE SPECIFICATION AND DIRECTLY ABOVE THE LOWE57 RISER OF THE ' ' PARTITION WALL CONSTRUCTION-27X4" NOTES) FLIGHT. ENDS SHALL BE RETURNED OR SHALL N N WOOD STUDS @ 16" 0.0 WITH 1/2" GYP. TERMINATE IN NEWEL POSTS OR SAFETY BD. ON BOTH (SEE SPECIFICATION AND TERMINALS. HANDRAILS ADJACENT TO A WALL m ' NOTES) ® HOLD DOWN AS NOTED- SEE DETAIL 4/A.5 SHALL HAVE A SPACE OF NOT' LESS THAN V2" BETWEEN THE WALL AND THE HANDRAIL. — — — — — — — — — — — — — — — — — — — — — — — NEW EXTERIOR WALL CONSTRUCTION ON ® 80 CFM FAN TO EXTERIOR HANDRAILS SHALL NOT PROJECT MORE THAN ;" DOUBLE HEIGHT SPACE-2" X 6" HOODr 4142" ON EITHER SIDE OF THE STAIRWAYSTUDS 16" . I — — — — — — — — — O.G. PROVIDE R-Iq ® 6x6 POST UNLESS OTHERWISE NOTED N F I KRAFT-FACED BATT INSULATION, 1/2" BEAM OR GIRDER AS NOTED ON PLAN # -GUARDS/RAILINGS ARE REQUIRED FOR ANY I I I I GDX PLYWOOD ON INTERIOR SIDE UNDER Q SURFACE 30 ABOVE FLOOR OF, GRADE. I 20-4 15_g 1/2" INTERIOR GYP. BD. (SEE —H— POST FROM ABOVE SITTING ON BEAM J SPECIFICATION AND NOTES), AND 1/2" -GUARDS/RAILINGS SHALL NOT HAVE A GAP I I 12x24 P. GONG. FOOTINI I _ EXTERIOR PLYWOOD SHEATHING, AIR HARD WIRED SMOKE DETECTOR W/ BATTERY z OF PASSAGE OF MORE THAN 4"' W/(2) A MIN.REB5 W/ 2N4" INFILTRATION BARRIER AND SIDING AS BACK-UP O } I ° KEYWAY; MIN. 36 BELOW I ,. I _ v z cv SHOWN ON ELEVATIONS. PROVIDE 1/2" GRADE DOWN INTO VIRGIN SOIL. (TYPICAL) 4 POURED CONCRETE SLAB (3,500 RIGID INSULATION BOARD BEHIND SIDING. a PSI MIN) W/ bxb W.W.M. AND VAPOR HARD WIRED CARBON MONOXIDE DETECTOR 4" POURED CONCRETE SLAB (3500 I I BARRIER OVER 4" DEEP - o W/ BATTERY BACK-UP MIN 12 A.F.F. AS wq<w o N N NEW EXTERIOR WALL CONSTRUCTION IN PER SECT. 1225.2 NYS CODE m �W z N w w COMPACTED GRAVEL. PROVIDE : o W o ,a a PSI MIN) W/ bxb W.W.M. AND VAPOR EXPANSION JOINTS AT WALL. �_ w o 0°1313 LBARRIER OVER 4" DEEP I I GARAGE AREA -2" X 6" WOOD STUDS � Q�_ �� � Iq-8 I COMPACTED GRAVEL. PROVIDE I I 12 P. GONG. 16 O.G. PROVIDE R-ISI KRAFT-FACED a Two-= ° EXPANSION JOINTS AT WALL. 0 I I TRENCH FOOTING 6 BATT INSULATION AND 5/8" TYPE "X" DENOTES EGRESS WINDOW N o ro° Q o l0 8" GYPSUM WALL BOARD. (SEE .� T-0" I I I I I' I'-O" SPECIFICATION AND NOTES) AND 1/2" EXTERIOR PLYWOOD SHEATHING AIR N° a o w 10" P. GONG. I 112" P. GONG. INFILTRATION BARRIER AND SIDING AS Q„X Z a 3>>Z �U v PROVIDE NEW 4" THICK GONG. - I I FOUNDATION WALL I I TRENCH FOOTING (w✓ bxb W.W.M.) PAD FOR NEW SHOWN ON ELEVATIONS. PROVIDE I/2" a aox � ° = 0 AIC UNITS SUPPORT m I I HAUNCH SLAB AND PIN I I RIGID INSULATION BOARD BEHIND SIDING. o i� o ?a� Q v � - - - - - - - - -�TONEWFOUNDATION - - - � - QV �N�"RiO a} — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �0 zp>>za�QOb N-W °aa°�NQ<NHW — t' Q0-13 zw� wo -0-� — — 5/8" TYPE 'x' GYPSUM BEAM POCKET BEAM POCKET —I � N�a=� w F � BOARD ON FRAME I W o>�T o F Q = _ p — — — — — — — m Nim LLz� � WALLS AND CEILING 4 w� (]m TU_ MECHANICAL I w I - - _°TU�oa �so° m - �-- p I I 4" POURED 1- T - -I- - - - - - - - - - � z�F�na}� ,� o \\ J ROOM �w w 4 I CONCRETE SLAB z� � \ (3,500 P51 MIN) W/ — — oQT Qac I I NEl�URNACE DIRECT VENT MUST M �-- — — — — — — — — — — — — — — — — W $F���y, CONFORM WITH MANUFACTURE'S m w 1L I I bxb W.W.M. AND I —I I Q Q ,,o o o s Q I I \ \\ 1 x� LINE OF FIREPLACE I U-w I I VAPOR BARRIER \ INSTALLATION INSTRUCTIONS AND CLEARANCES FROM UNPROTECTED ABOVE j OVER 4" DEEP HWH CONSTABLE MATERIALS AS 3 - _ 3INDICATED ON THE I I COMPACTED LABEL AS PER M1306. FCOLUMINI WIHEXPANSION JO APPLIANCE HE - (2)I g/a"xll YB" ML. LVL FLUSHED t TIPE I I XP \ IDE INTTS r r ( i N.Y.S. CODE � 11 Ll F 30 x30 x12 POURED I I AT WALL. I I LOWER FOUNDATION w CONCRETE FOOTING m I I I L — I PITCH SLAB EARA E DOOR NEW I —1II\� 3 "XII " TJI F.J. ® I6" O.G. — � I ,- - - -, - -I I I 560 SERIES I^> 3 "X II " Til F.J. ® 161, O.G. _ 10" POURED GONG N _ — -1 — _ — — ' FOUNDATION WALL (MIN 3500 P51) Q— J'" - s - _ 560 SERIES I (- � 10" POURED GONG I I w (2)I /4 xll Ya ML. LVL FLUSHED Q I I FOUNDATION WALL (MIN 3500 P51) j 12x24 P. GONG. FOOTING w w I .i I --W/(2) #4 REBAR W/ 27x4" I �1 I 4 POURED I 12x24 P. GONG. FOOTING KEYWAY; MIN. 36 BELOW w w I CONCRETE SLAB I W/(2) #4 REBARW/ 2"x4" I p GRADE. (TYPICAL) v I I L(5,500 P51 MIN) w I I I z KEYWAY; MIN. 36 BELOW UN-I N I SHED v bxb W.W.M. AND GRADE. (TYPICAL) O 0 BASEMENT p I ( VAPOR BARRIER I I I I F w I OVER 4" DEEP I V : I j I COMPACTED I I I -1 OPEN GUARD5 SHALL VE USTER5 OR I GRAVEL. PROVIDE IL I EXPANSION JOINTS I I I - z N ol m m I I ORNAMENTAL PATTER SUCH ATA IT I AT WALL. I I LOWER FOUNDATION I I � � � 0 w o m 4-INCH-DIAMETER SPHE _ I n I SLAB ON TO ALLOW FOR NEW N m m u p z _N THROUGH ANY OPENING UP TO A HEIGHT�QF x I I I I GRADE 3: 54 INCHES. AS PER RESIDENTIAL GODS (T(p)ON 1013.3 OF NY5 O IIU 0 CRAWL I I GARAGE DOOR NOTE: 13 UP w SPACE o ry COORDINATE ALL FIN15H I I 5�"-P STEEL PIPE (3 I �I0L I I 4" POURED CONCRETE SLAB I I Q MATERIALS WITH CLIENT ( I I ( I COLUMN WITH �x I I SIN 4 ( I (4p00 P51 MIN) W/ bxb W.W.M. AND PRIOR TO CONSTRUCTION- I� 30"x30"x12" POURED 5 "� STEEL PIPE COLUMN VAPOR BARRIER OVER 4" DEEP m FLOOR, CEILING, WALLS, ETC. I I I CONCRETE FOOTING _ _ _ WITH 30"x30"x12" I I 3 "X II " TJI F.J. ® I6" O.G. I I COMPACTED GRAVEL. PROVIDE I I aj I I I ( 3x68 I (75)17 47x11 8" ML. LVL FLUSHED p ------ ._ EXPANSION JOINTS AT WALL. - _ I I POURED CONGRET'E I 560 5ERIE5 I NOT I 6 L + J N ® — J LOAD NABOVE UNDER POINT I I I HARDWIRED SMOKE — _ I 3 "X 11 " TJI F.J. ® Ib" O.G. „ „ STAIR DESIGN AND DETECTORS TO BE 560 SERIES 3 X II Til F.J. ® 1611 — — CONSTRUCTION BY PROVIDED IN ALL I I p 560 SERIES — — p OTHERS. I I ( I PITCH SLAB BEDROOMS AS PER GORE. I I 4" POURED CONCRETE SLAB (3,500 1�d J — — '' 1 tu P51 MIN) W/ bxb W°W.M. AND VAPOR m I — — — — I I I I I ( I 1�-.1 NOTE: ( I LBARRIER OVER 4" DEEP w r (2)I g/4"x11 �/e" ML. -1 400 W NDOWSIES OR ANDERSEN I I COMPACTED GRAVEL. PROVIDE m XII LVL FLUSHED x I I I FW IU OOTINDG AS REQUIRED. I I SELECTED BY OWNER. I I EXPANSION JOINTS AT WALL. Icy 0 =�I I I N L — T — -7 — — — i NOTE I I LU BEAM POCKET N I II I I I ( i--J E BEAM POCKET _ _ _ _ _ _ - - - - - - - - I r- - -L - -1 — J - -I, — - - - - - - - - - - - - - - - - - - - -� DOUBLE ALL JOISTS UNDER I � " I BEAM POCKET I PARALLEL PARTITIONS ctj ABOVE I I HAUNCH SLAB AND PIN LH VA - - - - - - - - - - n, I C —=- - - -N — TO NEW FOUNDATION � I I 1- - -L — J- - - - - - - - - - - - - - - - - - 1� ��Z AI L - - - - - - - - - - - - - - - - - -� - - - -0 - - - - - -I - - - - - - - - - - - - — � rA -�- _ LU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O 4'POURED CONCRETE-SLAB 1-3 O V O (3,500 PSI MIN) W/ bxb W.W.M. -1 LU AND VAPOR BARRIER OVER - Q in OL 4" DEEP COMPACTED GRAVEL. PROVIDE EXPANSION nn Z I-1'-4" JOINTS AT WALL. OL 15'-4" 3'-8" I'-5" II'-6" I'-5" 3'-8" 15'-4" 21'-4" Q 20'-O" I'7'-0" q'-8" 23'-0 m PROF05ED FOUN7AT1 ON/ FIN 15H BASEMENT FLOOR PLAN m < � VVVIII LU SCALE: 1/4" = I'-O" 0 < < Q � Q 7'ODD O'C:ONNLLL nI,ChITECT P. e. TODD O'CONNELL,AIA 1200 Veterans Momorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 22'-4" OJr 3'-2" 3'-O" b'-O" -10'-b" 10'-6" _ ' ��_O.. q,-8„ #.: :�.f:e��•, '¢gra :1��>�'�;�°.; to o NOTE: b'-4" COORDINATE ALL FIN15H MATERIALS WITH CLIENT PRIOR TO CONSTRUCTION- b"Xb" A00 P05T W/ FLOOR, CEILING, WALL5, ETC. COL. ENCL05URE A5 SELECTED BY OWNER. NOTE: HARDWIRED SMOKE DETECTORS TO BE PROVIDED IN ALL BEDROOMS A5 PER CODE. CONCRETE PLATFORM 1!1 OPEN OUARDS SHALL HAVE BALUSTERS OR AND5 EP SH ITH— STONEAS ORNAMENTAL PATTERNS SUCH THAT A i- �� SELECTED BYO R. 400 5ERIE5 ANDERSEN --4-INCH-DIAMETER SPHERE CANNOT PASS N WINDOWS OR AS T UGH ANY OPENING UP TO A HEIGHT OF SELECTED BY OWNER. 1�' INCHES. AS PER SECTION 1013.3 OF NYS 3 xb Z # \� 51DENTIAL CODE (TYP) ;� < NOTE: DOUBLE ALL JOISTS UNDER cV Z PPABRRALLEL PARTITIONS SCREEN _� PATI OVE PATIO LEI ~ 3 a PROVIDE 50REEN A5 SELECTED BY 3o b8 STONE WALL. m 7 Q TZ m o NEW INSTALLED PER A/C UNITS To BE ,-O w o v C"1313 OWNER AND INDICATED ON EXTERIOR o MANUFACTURERS —ELEVATION5. INSTALL SCREENS PER <V m o ~H� a WRITTEN INSTRUCTIONS. w�m v v u�Z '�,' MANUFACTURERS WRITTEN z w o _ AIC A/C INSTRUCTIONS. °o Q Y o NEW PLUMBING UNIT UNIT I, =o= a] FIXTURES EE GTE BY ON 3R HOLES °� ~a o ro W m FINISHEI - PROVIDE DRAIN z v Q z w: m WDH2O56 ❑ ❑® 3-0 Qz2x-jZw,wom V OWNER. . ■ 43 WDH2432 11� �N�� 3 N�W° LU 0Y :-v 0Z)z TEMPERED FWG16080 ■ STONE AND °��*Q���zF- 6LA to LA55 WALL Q U F Q o° 0ltx Xo I I !rA- x ROUND < Q ~ } o SHOWERR _ HOSEBIB o° } Q Q m m O QooN z�'v� IL=N ��F3 ■ "WDH3046* "WDH3046'� ■ v v w v o HOSEBIB - - - - - - - po � O ■ NUNp�Q[AwF�O }- I W.I.G = N _ CREATou=oF Z BATH I q'-8" _ a zlu _. ROOM b p Q < H r � *moo u� �p r-�<<�moQ►-ov p I LLU p — STEP I loxLi" x o n = �Q � ILDW OI cmv - d) D WALK-IN CLOSET KITCHEN � • DESIGN AND FINISHES — — — — — — — AS SELECTED BY ° W/O H.M.S.C. "B" OWNER. U LABEL OOR — " MASTER -� z o BEDROOM I REF. -' MUDROO lu NIR _ - �1, z G.H. 9'-O" NEW KITCHEN PLUMBING FIXTURES, v o e _._...._.. II _ t - - - = FLOAT GEILIN6 TO � APPLIANCES, CABINETS, AND FINISHES � O f p O p � • � ACCOMMODATE FOR NEW AS SELECTED BY OWNER. INSTALL —FLOORIN5'As FLUSHED STEEL BEAM PER MANUFACTURERS WRITTEN m m p -SELECTED : 2 I INSTRUGTION5. m - - �7ARAOE LINE OF FLOOR ABOVE. PROVIDE YYOyPSUM - - - - - - - - - - - - - - - - - - - - - � I- - - WALL BOARD ON WALLS— OPEN 6UARD5 SHALL HAVE BALU5TER5 OR _ Z ORNAMENTAL PATTERNS SUCH THAT A N W _ _ I F— AND GEILIN6. , O 4-INCH-DIAMETER SPHERE CANNOT PASS - to -' THROUGH ANY OPENING UP TO A HEIGHT OF — — I 4 v0 p O r- 34 INCHES. AS PER SECTION 1013.3 OF NY5 0 RESIDENTIAL CODE (TYP) — — PROVIDE 5/a" TYPE 'W'L GYPSUM WALL BOARD ON� < \O N W 6 a — — — — — — WALLS AND CEILING. I \ I- 2 xb LINE OF FLOOR 2 xb ABOVE. ; p � O f >n Ln 2 x6 GL. FOYER FLOORING AS O = 7 ~SELECTED BY o a D I N I NC OWNER. — - - - - - - ROOM 0 uL - - -1LDECO - - = III I STUDY 26x68 0® N o III DOOR WITH 2 5 DE FRONTTIVE "`WDH3046 G.H. cl-O ® P 0 o LITE5 AS SELECTED _ _ RM m BY OWNER - - - - - - ■ i1� GL. WDH3046 WDH3046 Z V � PROVIDE Y2" GYPSUM ■ � .,L---�m WALL BOARD ON WALLS AND GEILIN6. ' VI ►n LU *WDH3046"' *" H3 46* ■ -�' PORTICO ❑® "'WDH3046'� "'WDH3046* ■ - b Xb A00 POST W/ COL. ENCLOSURE A5 m CONCRETE PLATFORM SELECTED BY OWNER z AND STEPS WITH p STONE FIN15H ASLH / _ SELECTED BY OWNER. O LU OL 3'-4" 10'-10" 8'-O" 8'-O" 4'-101, 4'-10" I I'-O" 14'-2" 161-011q_g O I q'-O" 22'-0" qv 20'-O" 23'-O" 0 Q! � � � •� Z PROPOSED F I RST FLOOR PLAN 0 Q z w � 5CALE: 1/4" = 1'-0" O Q v � rUUL? O'CONNELL � CHfT C. 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 rA505 ❑ OPEN GUARDS SHALL HAVE BALUSTERS OR ORATIVE ORNAMENTAL PATTERNS SUCH THAT A GU RAILS AND POST 4-INCH-DIAMETER SPHERE CANNOT PA55 EGTED BY OWNER. THROUGH ANY OPENING UP TO A HEIGHT OF 34 I'NCHE5. AS PER SECTION 1013.3 OF NYS TERRACE IU- RESIDENTIAL CODE (TYP) N -a 10 21'-a" z LIGHT d VENT GALL. FOR Roo RAKE- 15'-6" 12'-6" W p a w � o FLOOR AREA= 250 S.F. o 0 11 �Z�v 0 1 6LA55 AREA= 26.62 S.F. 3'-6" 6'-O' q-6 3-4 -6' 7-6 51-4 b'-4 3-4' 2-10 3-b w a w F °O VENT AREA= 14.46 S.F. 16'-O" Q F o X-. LIGHT= 10.6% IL mW � VENT= 5,&% PITCH PITCH 15_O °110°O~°� } r ILI Awa- r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� — — —I— — — — — — — — — — — — — -6 -b zw0XOZOLL~� WU�QOZ� w *WDH3046* *WDH3046* AW51 AW51 AW51 *WDH3046* *WDH3046* d y z Q z o 3 N N W N 2 \ I I - - -�- - - - - - - - — — — — — — — I- - - -� -, m <� 6,0oo"�° PROVIDE Ys' GYPSUM / tL \ I TEMPERED GLASS I I z o j>z o o ,L WALL BOA ON WALLS d �i ►n I I AND GEILIN / ORACLE I ; \ * * * * Q ° Q Z0�� F�K°uNQNN�w o I I I Ir�WNw��~� WDH3046 WDH3046 k) O z < n I / Q z BEDROOM G.H. 8'-O" I I I I 3 w o x N FLOORING AS I / f I ~SELECTED BY O I OWNER. I / / I �� IU tu cv I FIREPLACE / \ I O I I I I �� Q�no �o°u STONE FINISH AS — - - I I I I Q C� D dJ I I \ SELECTED BY OPEN / I J\ \ o OWNER. / 1 1 I:__00-1 _00 lox OX BATH I VOL. :2&x611 ® BATH Ix X, 14N -� -a 24x6° r w G.H. B'-0" W.I.G — �' - - - - - - - -� _ - - - -- - - - - - - �' / OPEN 6UARDS SHALL HAVE BALUSTERS OR < ORNAMENTAL PATTERNS SUCH THAT A 3_8 4-INCH-DIAMETER SPHERE CANNOT PASS m m I PROVIDE THROUGH ANY OPENING UP TO A HEIGHT OF \ ® ` m m m r RECREATIONAL I I I �' z DOUBLE 34 INCHES. AS PER SECTION 10153 OF NY5 m m z 0 FRAMING RESIDENTIAL CODE (TYP) AfRF_A ��� 2 xb \\ NEW PLUMBING e a N N - AGGE 5I I I I I Z � k� � \ FI�IKISEI•�5�s � � I z / O <V \ SELECTED BY lIxt) o w o m I N / _ _ _ 2s'-6" `� \ OWNER. I �� I I I I I v o z \ 6-lo I I I I I 4 FI PLUS ND i ex ry SELEGTE FINI 5 Y I ry UNE I�15HE c OWNER. \\ OPEN TO z // I A�CrI G — — BEDROOM #1 \ = BELOW m STORAC-�E s'TII" 3' -t" /BEDROOM #5 ' m I \ G.H. B'-O" M I I I I i I 1 I I i * FLOORING AS 4 it FLOORING A�S / ~5ELECTED BY r I I ~SELECTED BY I I I ... OWNER. / OWNER.I LU JU LU — N I I PROVIIppE Ys" GYPSUM ` GWI25 AWSI G 15 / PROVIDE Y�" GYPSUM I *WDH304(5* *WDH3046* Z ® WALL BOARD ON WALLS--- AND CHALL BO ARD N WALLS--- I ( I I I Z L — — — AND CIEILING. TEMPERED I ( I I TEMPEREDIGLA55 cv — — — — — — — — — — — — — — — — � — G>=Ass— I I I � � _ _ � I : *WDH3046* *WDH3046* — — — I COPPER I — *WDH3046*I*WDH3046* m — — 5TANDRI 6 SEAM 1 - - - -I - t LIFiHT t VENT GALG. FOR NOTE: NOTE: �Ie COORDINATE ALL FINISH HARDWIRED SMOKE LU L16HT d VENT GALL. FOR FLOOR AREA= lab S.F. MATERIALS WITH GLI T DETECTORS TO BE PROVIDED IN ALL O— BEDROOMS A5 PER CODE. BEDROOM0I 6LA55 AREA= 20.62 S.F. PR OR TO GONSTRU T ON- '' , FLOOR AREA= 214 S.F. VENT AREA= 11.46 S.F. FLOOR, CEILING, WA L , ETC. LH (v 6LA55 AREA- 26.62 S.F. 3'-6" 6'-O" 6'-O" 3'-6" 3'-4" 3'-8" 3'-6" 7'-6" 3'-4" 3'-6" 4'-6" 4'-6" LIGHT= 1 a% VENT= 5.a% VENT O i�- VENT AREA= 14.46 S.F. NOTE. 11 LIGHT= .8>% 12'-O" 7'-O" 14'-4" Q'-O NOT SERIES ANDERSEN n VENT= 6.8A5 WINDOWS OR AS O Jj� OL 21'-8" 12'-6" 3'-6" 13'-2" 7'-6" �'-6 SELECTED BY OWNER. 54'-2" 16'-8" 16'-O" n (� z Z DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS La lo 8-'-1 O" ABOVE D w OF �9 zz i�ROi�OS D SECOND FLOOR PLAN 0 O z_ SCALE: 1/4" = P-O" In Q O Q 0) p g. ON N LL' CCN :.1� c ? P. C' 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 11 di O# A kl) PROVIDE ICE PROTECTION AS PER WHICH z IS) CONSISTS OF AT LEAST 2 LAYERS OF UNVERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'5 LINE OF CONCEALED f/ EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL 12 13 LINE OF THE STRUCTURE ALUMINUM FLASHING M -7 tL ......... ....... ROOF (TYPICAL) B M's �-qvv ROOF PITCH a ON 12 '30 j"0 LL -J R.R. a 16'. O.C.1 V-q Www f-Z ROOF PITCH e, ON 12 LL LU C. 4x5 ALUMNIUM CUTTER K/ H 30 -V z V>.PITCH 5x4 ALUMNIUM LEADER To p Z -_jj Z)!-U 0 _\5 ON :2 BE SELECTED BY OWNER ON I"X(b" FASCIA BOARD z 3: ,—x 6 1 y j-- PV VENTED SOFFIT R(:OF d) )N < :2 NNU UL CL < Q LL O0, IL q) 4"x4" WOOD ASPHALT SHINGLES TO 0. %J V T BE SELECTED OVER 15# BUILDING FELT 0 )IS) < F z cj ROOF 0 th ZkD ROOF PITCH b ON 12 ROOF PITCH 5 ON 12 PITCH Q < 5 ON :2 MZKQ- ' IK <1 ROOF PITCH 6 ON 12 2"XI2" R.R. ® Ib" 0 -,"2 x(O" G. 16,10.0. < -T F- (UP F ATTICr < 1 %"X14" L*L RI GE 0O$TINU0U5 ANT ROOF PITCH 5 ON 12 T- --T —1— 7- 7' 57xl 1 be P, GO TINU JF;;�E NT 2"XI2" R.R. Q x tu ry t1j z tL Z LU z 4"x4" P400D POST V O.G. 2"XIO" R.R. ® Ib 5: /f VIL 21IXIO" R.R. ® I6" Z4, /U) 2"XI12" R.R. ® I6" O.G. ROOF :2"xl2" R.R. ® Ib O.C. RO PITH H \5 ON :2- ROOF rAI I -Frri�H LLJ LU XWO.T1. 61Ib" O.c. Al ..... . _"2 xb" G. 161, O.C. R F-- ROOF (UPPER Y51 ATTi 67' OC `1�1 Z� PI H PITCH ROOF x!q __.,.-1,FLYkqOOV GUSSETS x ROOF ROOF -11, 5 CN 2 W (UPPER ATTIC 014 2 1 —P-IMH LU -1 M —T 5 ON 2-/ 5 ON 2 1 5 0 2 LLI LL, ks)T Z UA � hoz PROP05ED ROOF PLAN < Iyo 50ALE: 1/4" 1'-0-- 0 LU o < OL z 0 0 tu 0 "X, I"Pc'-- 4 co ROOF R-0 �N :2 PIT 5 OLM z < z p 4 < 0 IL 0- in _A 171, //-,10uu WCONNIELL L— AkC NEST zCm �`.C. f TODD O'C® 4NELL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 117813 P(631)650-6666 F(631)650-6667 C(516)658-0325 dbox 4-h T i I N D � of r N � 4 v O X J d � z iv w X � z Ix w Qw F o PROVIDE o ��z�iNwv HOLD DOWN °000 (2)15/4"X V4" LVL PROVIDE HOLD DOWN —" (5)Is/4"xlb" ML. LVL o (2)2 x10 �~�AVCJw PROVIDE zW °��' � � oz t7 HOLD DOWN M I �, oZQ� tu QSTT"zo--N V PROVIDE V( 08 � W 3/"x1 I Y" M 1a/..x91' LV HOLD DOWN o w o z f F y V H (2)I 4 4 L. LVL ENCAPSULATED (2) 4 4 L Q Q J Q a F zo O Y II — Qmw 0 fit IF f 1 0/, ®o I DO�> w~Qriv ABOVE _ 4. D ° W I� ���NN��� N t w-ww POINT LOAD • UJ - ioy =oLLQaF V tu Co), ��NooQN� Iz C,0 Z l� Ful IFPOIN LT O z 22"x10" z-� I_ °JaW R/I ^ Mori, L — Qui tu w CIA ABOVE to (- - - - - - - - v } POINT O POINT LOAD 3 ;"x 11 �"TJI F.J. ® I b" O.G. _. . z ua z _ NOTE: 560 5ERIE5 DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS ABOVE J - O lu - v n d _ ._ , I p N Uj z to ry z W Oi %"xll Y8" ML. LVL FLUSHED J 5 "X II " TJI F.J. ® Ib" O.G. — OC - -_3 — — - -_ — — — — — — — — — — 560 SERIES v z x 560 SERIES I x Z ® — — — 3 — 3 "X 11 " TJI F.J. (3)I /4 xll 7�0 _ 2 1�4'_xll " ML. AVL FLUSHED �? ML. LVL w - 560 5ERt z 3 m O 0 O ^ Ul N FLUSHED 3 --- LU WI�.I O ~ u d ABOVEI- I_ _ -t -4 pa POINT LOAD Q I 4 x X -�- - - - - - - zW D J, J1 u 2Z3/4LA I „tL_- w z 4 0 LU r r1o= �to I �tu IAH� -I --tu - - y I1- LU Q s PROVIDE N z /4 x91'4 LVL HOLD DOWN IJ (2)13/4"x`11'4" LVL LU LVL z <(J) PROVIDE HOLD DOWN LU LIA �3: DA d z 0 oLU Lon FIRST FLOOR FRAMINO PLAN z SCALE: 1/4" = 1'-0" Lu Z • O to C, r"77,�7�77.111 [ODD O'CONNEL k C Fi i T , CT P. C. TODD O'CONNELL,AIIIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(5116)658-0325 E3 # z o z1j ROVIDE HOLD DOWN 10 <tu v-: w iuxT, 0EX Wo .goo <7- - - - - - - - - - - - - - - - - - - - - -- — — — — — — — — - T My cav .............. HOI�.D DOWNLVL -7 (2)I!/'4"x11V4" L (:2)15/ "X 4' LVL )I5/4llxV4" -VL (2 /4'511144" LVL "J<0 VUL PROVIDE Q aLu�cj PROVIDE HOLD DOWN 6 ilxb HOOD I 20�U-� WPOST _L5L:2"XIO'l WITH (:2)Y2"�l I" FLITCH PLATE FLU5HW '(011K61, WOOC V LU f0j< k)D z lu PROVIDE P05T HOLD DOWN LVL K <9�zv w y 17, tu O.C. A "e wu f- VL J B06TEL-9 T471ROOF (oil 0 X 114 LVL LU5Htp�. xb" WOOD D 05 CL 2"XI2" I!t" O.G. ABOVE x -j LL 6"X6, WOOD POINT LOAD U-Q�-o <)- Q F05T 20� tu-4 LL —7 (A X 7 0 Lu O<T F!��< T-- tutu�dy W Y 2"XI2" G.J. ® I6 O.C. < (5,2"XI:!" NI'-H (:2, Y2"xll" FL TCH �LA IE FLUSHE D - - - - - - - - - - - - - - - (D LU X x -I I x x _x P05'r 4"x6 0400D 2 :221 1.2-1 z J Wnw? Y7 --4 & xb 11 000 Wxb" V400 X x I" FLITCH .--j - (2 tu z POST 0 LA FL FLJ5HEI;0 :i LU POINT LOAD< J O.C. :211XI2" C,.J, Iv- Ojre. I I rN BOLTFzD TO ROOF IRAFTER5 < =X tu < PROVIDE > iu X LU HOLD DOM X (:2):2,'xlO" (2)15/4 lix 11 LVL 6"X61, WOOD I (5)2"XIO" YqITH4F4&�Il' FLITCH PLATE FLUSHED I I I III — —----- im I - I P05T X 4 X aL I Z, I TI - 7f6.o,,xs6T 77 "'r — — — — — — — — — — — — — — — PROVIDE !2 r,J is le?" OC, HOLD DOWN BOLTED TO R(POF RAFTERS Lu UA (2)1%11)4 1 LVL EVNI x12" ROOF LFDOER. EB30 HOLD DOM ANCHORED TO EACH NEW WALL —!BTU:;p a 16" O.C. 1^V 1/2" DIAM. x 4" LU LACP BOLT STA66ERED.(TyP) - - - - - -i - - - - - 1 0 U] b W PROVIDE PROVIDE PROVIDE D;io- l�,-V—E I HOLD DOM HOLD DOM HOLD DOWN HOLD DOWN LU OL LU Lo z tu 5EC0ND FLOOR FRAM INO PLANf < 50ALE: 1/4" = 1'-0" Lu # -1 M < C, m—j 1UUtz O'CUNNI.LL rA R C H j Y M� TODD O'CONNELL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 117813 P(631)650-6666 F(631)650-6667 C(516)658-0325 m r di O z # o z ... .. ......... . . .... - ro Lill <yio .... ....... ... - - Ul w� �?°� .. � FZFwNZO T- < pi�I t0 J J ZZZ � �FWHN Qz 5K0V � z ° W ._ .... .. .. _ _ ... Q z J 1319 tD I } z ° Lb W� -QY°ao J �a F z ... <��wFo ��1JJ cjri 03NQNNHW LU -7 W Q O --- H �N�avaax � N s Vv V W Q LL, O u Lu v _. N WF=— QUW1VN21L QJm6o° lT� — _ o� Z _ . . QJ k (Y� opo v v m AIR HANDLER � (5EE DETAIL FOR MOUNTING) 2 6 2 6 -�' � F P 3011X48" iv D TTIG A GE55 e - — PROVIDE SERVICE ..... O PLATFORM 0 0 O . DOUBLE .. RAFTER" r O N _ .... ._. . ..... ......... _ c ... f d : O EYE BOLT _..... . : } CHAIN LINK OAS FURNACE STEEL CATCH TRAY ON ua z (2) STEEL BARS OR ` l (2) "L" GHANELS ' <(j 5 1-4-1 —3 tf ) /8u TYnPE Xu SHEETROG ISI Q W w/ IN 36" OF UNIT ()<- 3: MOUNT I NO DETA I L ATT I G ROOF HANDLER FLOOR PLAN N.T.S. SCALE: 1/4" = 1'-0" O Z LU o <IoOL OL z 0 ° W � m d z � o < z m � o4 � o � LCI ® ­ k"' 'N"�r NJ7 _+ 'yam -., j 1 f< !� C h' 1 T �' �.- - - - - - - - - - - - - - - - - - - - - - - - . . _ - - _ _ TOP OF RIDGE ...1T ELEVATION 33-O.'75 + 1 11 A[ t}' C iELL,ASA .. ..... . . .. ... .... 1. .I ... .1111.. ....... . 1200 Veterans Memorial Highway . . ..... . .. . . . . . .. Suite 120 PROVIDE ICE PROTECTION AS PER R905.2.1.1 WHICH _.. I., -,-_-:..-. auppauge,NY1]78S CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT _. __ :1._:.........._-,... ...... ............I 11 .... :. 111 1.. .... '' -. .. CEMENTED TOGETHER OR ASELF-ADHERING POLYMER P(631)650-6666 MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S F(631)650-6667 EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL I 1� .. -._ . _.. . ._ _-- .. .. ._1 1 _ LINE OF THE STRUCTURE \ , C(51 b)658-032 \ .... ..........I.,......—... ....... ..... . ASPHALT SHINGLES TO \\\\ _ _. ,...,......... .... .. . __ __.....,..;......................:_:�::: ::. ..:_. .. _._.. _. _ 1.1__11. "I"I . �. `.j" ��. .�..__ aze BE SELECTED \ _... . . _ _ __. . _ ..._._ .. _.-. _ __... �(� ' ' OVER 15# BUILDIN& FELT I2 \`.. \1111... ................. . tt f ♦C d-d.r e''i46c,ya�i,�+fa&,.�$Y \ / \ 1111,. , .1 11 1 . . 1 1... .._ _. __ _ _...,.. - ....,.-..._... _._.__. . _ ... . .. _.. . .. /. \ .. - �', CABLE TRIM FINISH AND 11 .. - . \. COLOR A5 SELECTED / , . ; \ _.. ".:::'._::1111._ 1111 -. . . . f BY OWNER. � \ \ / / ., / f 1 / i CORBELING FINISH AND \ " .. . ' . - I \ \\ .. .. .. _.. .. ..... ...... .. ...._1111.. .- -. . . .. /� , \, .. ��/ / r COLOR A5 SELECTED ,/ \ \ ..... . .. .. _ _ - ___..-.-.._-._. ... . . _ . • /° � , . ::..::.:::.::x,-.:r'I. . ..,.:.. , ,..,..,.....1,11.,.1:x.,..:...x..:::,:.:.:,:.x..:::;:::.., ..a.. ,1 I, . \ - /. // T.O. SECOND FLOOR TOP _ < 1111_{,.k::a...k. ..x.a . ..... ..:::ky:::ax:xx.:::xx.,:::x.x:.-::x:::..::sx..:a:.x:..:. BY OWNER. ) ? I ( 1 i i I I I ( I ! I 1 l 1.?.. l 1 1 I ,(..1.I,,,.I. \ _ __.._,,._....... . . I—— . ELEVATION +20'-b.'3'75 1..::1:.::::..1..::(:::,.1..::. ..:0:::..1:::1:.::,.1:.1. 1 < ! 1..,: I 5 r r \ �. / 1 1 [ C I 1 � � 1 1x`1: c \\ . / ..1:..::::1:.1:.1:::1.:1::: ...:..:CO lC I ! \ \ Efl ./ , _...... .. / ( 1:.1;:: 1::-, k..:x...0..i.1...1.1::_:.1.:,..1,::::::I..i. .:1:::..0::1:':...::1.,1::1.0 .I i i I :: LINE OF CONGEALED / t:::...I,::I...::.0:.:1:::.1.-:::0.::.. 1::.11.....:1:1.:,1.:::0. , ..,.' / 1:.::,0.:,,.. 0 L . _._... . ._.-._ .-111.1.....__.... -111.. 1. _.._ / d . 1:1:.: ALUMINUM FLASFfINcS / :.:::.1..:1..:,1:.:::.0::.::.:1....::1:.. _) .C..C...C.:.C.., \ /' C..::C.. ! (,.,. \ / I;..1...C:......:I.....t::::C,:.,.:C.::�..1.... !:.:�:::.,l.,:l . ! I (..,.;.1::..�.::1 . (TYPICAL) i 1.0 1 l 1 i I 1 I u.l .l_.1..:::0..:, \ = u. :1:.1.:1....1 . 0. >r. \ / C,.i:x:.1+1 I I I I ..1 .0 i.. C:.:.C.I. .I...I...::a..:C. L::.I...I......:�...:a: _. _ ..:::1:,...1:._I 1...1(..0:.: I _::.1.1::.0.::1:::.r \ �;u / , .. \ . . . . . .. . .... / - 1.:1:::..:0:.:::1: ' I:.,I...L'„.L I I x:.1.1_.0..:::1:_I ! I 11 1.1 0: �+ m / ;� ............ . , QQ / \ ... 1111 _.. . i 1.{11,11 .;..,0� :1.1:::x:..1:0: ::0.:01.::1:.1::: ! ._1.01..11. ,( ANDERSEN 400 5ERIE5 i I 0.1.,0..1..1... 1:::.., .::, .0 0_. , Cx:1;0..11::_.:::1.,1. 0:;1..1..1-1.::;1. 1......1::0..:0..::I.:::_, �::C;l:0..:x1:.:1.::: o O 1::..1 (:.. 1:11;.I..:.:C...l \ , _ . . / 1.:..::,1.1.1.::0.. 0::( .::C C 1 / 1: ...1:i.:: 1_I I::._�1.1:0.. i.. 1 I . d... .......... ,n DOUBLE HUNG WINDOWS. / \ / \ I : 1.,..(....,...1.1 .� 1x.......1..1...1...1.,. I.1:1:.,.0 0:I .�, 0 :.:1,:0,:.,:.:,:1:1,.,:1 I_ : x . . . 1,.1:..:::0::.::::0_::11. COLOR AS SELECTED BY r.- 1, 1.:1.:1:.,,,0:,:..:,,0,,:. \ I:::.1:-:::I:::Y:::d.,::.1:.1:..:.k 1:1..,_0:::_.:,:1:..1-::::k I I I I:1... .::.:1. I ...I. 1 m M / i ? !. �" OWNER. 1. f ! C.:�..: �......!. I,.a i �....�.... 1 [ C C._'�...:'`.... . . 1 C:O:::..1 1 i --- 0.::11 O.C.:.1..1:..:,. \\ / d. 0 •!111.:1 I i 0,C ,1,:..::.11.: 1.110.,.:,.1..::.1:::::0.:0 0 0...0. 1, 1::1:::1:. 1~ 0:_1.:1:_::.11 0 . L 1:1:..:..1.1::1. I 0::a 1.::1:1..t_:1:I -�:1:::.1x.1::_:1.:::1:., 1...... ... 11. 1..1....0...1...1....1.1.:1 1..1.1....1.1...1...1....0....1...1... \ , \ / I) 11.. 1,.1... .1.1 11. 1 I..C...1. 1.1::::..1:::..1. ::0:.0:.:0.. 1:.:1 1. 0::::II0 :11:::1.:.1::::,:00., ------- 10 010 I1 i:.0..,,.,...1. ........ I ,. i........ ,. N \ COPPER �_ - / 0,0 ,:1.1...,. \ , ._. / 1_IC; I.C,1, l1.,,.C. ::C:C011,: I:0:.:0..:::1:1..:::..1.:_...,:::0;:,.:.0:.:::x::1..._:(..,.,.. .. i_. ..... ......_[1... .... i 1 . ..i I.. �\.... _._..m.,._._.....-�___.._. .__... .11.11. _... 1 O 0:,d. 11; :.1 :1.: 1.1:::..:::11::1:..0 . . _[ I N L _11.1 ,. 1 1,1. 1 I _ 1 I I 1 , .� ! 1 11 11.1;1 C . 11. \ STANDING SEAM / 1. 1.1 11, ( 1 , 1., , 1..: i , 1 1 1:.0.,1 ,.. \ / _ 1 L,_i 1 1 .I (.._.1...1....1 0...1 I _. ( 1 7 1 1 i ii I C ( 11 I I III I I I , 1 1 \ ROOF ,_.::.� f Iii I I l l ( . 1 1 ( I I f 11 ( 1 ( III I 11 1 i I i ! ( ( I I r1 1r t 0 # �. __ 4x3 ALUMNIUM CUTTER W/ 3 �` "! �� �/ - -- -- _.__ _ _-_ - _ ___. __ _ _ - - - ----- - +Dj2' 88" Z __ ____ __ ____._..- _ -_--- _. : 3x4 ALUMNIUM LEADER TO ....._-_�__ '.__..--- _..... ,.�.---..-_.......-.._..._........-. � ._,___...... .. .---.�_____....._.........._.---- -.. _- ...-.._.._....._.. \� /�/ _.w.�.M-w: ......._....�... ..........- .. .:.-.. .- -.,_..�...__..._... m.:. _:�: ,.::.:_::. ..:�:: ..�w._. T.O._FIRST PLO_OR TOP PLATE - -~� _� BE SELECTED BY OWNER ----- ELEVATION +I I'-4.5" ,^ ... .. 1111.. 1111 .....11..'..........1..4 .�......... ., i...1111 11 11 1 ..L.. .. _.V..11 11 V t t.i .. 1111_.. .. 1111 1111...t 1111 UI : ! ! d ..1111 . ._ .I ...�....... 1111... 1111... . ...........�.............. .. . .. ..d ..d... ...6...L..k......E.k.t ,.....1. ...! k ,. f ..L. a.. i..E d..d... s F t.l k.. .I}11x1..L.. ._ : .. d.i 1 4 A! { !! I ..... ...1111 ........1111... .. 1111..1111... 1. .h..... ..t......4...d.{ ...k.i..l..d...1...e d......d..L.d....1.k,.x!::.t d.d....k.....k...d.a ,.t ............ ._ 1111..__ 1111. .......... .. .. h7 11 11 i ! � Y I � � i I l,..k....x..e......,..d...A...k...k. 1.,d.. .,..h..1.._,.x...l.,.{. ,,! I. e,.). 4;V:.:d .,.�:k::.;.:,:.�k:::;,.d a.k..l ;:d:.:l:::-:::d:.:e:::I;..:,....,7 .'i.�:�l.d::a::::l.�:..�:k::::;k.:::::;.A:d::a ON I Xb FASG I A BOARD - I i I J i Z 1.:,11:.:1 I:..1.0........ .... 1:::0:0. (:::::0.:::0.:::11:.::1.1..:.1.....0,.....1..... 101.1 ..0.....0...1.1.._O..L...1....L._,.1 :1:. 0...1. I I 0:.1....1.....:0..:11....0.0....1 i 11 l 1., 1...1.1. C.0 I,_:1 W/VENTED SOFFIT 1 .1..1..1..........._1.. ...........1..................._i 1 i i 1 I C (.. ... .. ... L ..1 C..1..,.1... 1..1 111.1...1 1 1 .1:,1,0: 1 0.0 .0..1..:1 . .1:0 1 :1.0 110,. I i [. : `. . ,..0._1...0.10..:1_: 1.1.,.1 ( [ l 1,:.. .I .� 1......'_.....:0::::::.:1:;.::1.::1.:0..,1,.1...1,:.:::;:1.. o v z I f I . . . ..... .. I..O .:.....1............ .... .._ .1....0...1...x.......1..1.....1...,1....0.....(...1.,..1..1.1 .. 1...1,�� 1 . I 0 1.1:::..1:.1:..:0..:: .. x 1.... 1...1....1.1....0.1.. _. 1 1 . .L ........it::,. .. ........ .f .. U.I 1.......l. .._. . 11 1 .1...1 1.1....:1 11.C , 0 1 1._,1...1.....0:::.,.1:.:::..1..:(:::..:0..:::1:.:,.:.: ::1.:..1.1,,..:0:,::1:.:0 1 .,,,,::1:::. 1:: ..,:(.: 1...1..:..,.::1::.:1::1 C , 11., 1 L CC1 1. 1 .0 II_I II 1 , I1i .11 11 11 .01011:: I 11 1 i ( I 1 1..0..,...0.11.1..1.,. 1..,,0,..., 1,1:_:.:1,...1.:...0..0.1. 1.01 ..1.1 I i 1 , L I L, . I I : 1 :..1, 0.11:: 1: 1.::::.1,.1,:.1..:::11.,, 1 , .:::C,.1. I :::. I. I.L, WINDOW TRIM A51 ! M ! [ 1111 i I I.1 ( .(1 11 0 1...0. .1:11:....1.1.1....0.. 11 .1 (1 1.1 I ..:C. I L.,.L:( ...... ._. _ 1.1..1 1,.0.,11 1..1,:.0..1.: ..1 f.,.,,.1,.., ,1..1. 1.1.1 .I,_I 1 [: 1.11::::1.:: 1:::.:1::..1 ::.:0:.1.1::.:::1:.1:::1 SELECTED BY OWNER. O A I I I t!- _ Q U � . .. 1, 111 1 1L u w U _........... ................................. .. ... w 0..0....1.....!.....0....11....0,..1...0: ., ..1. I I i ..0...1.1..11 1...0.... .11 0 1.1..1...0.... , u . .1....0.......0..1.. 10..1.,,,0. 0. , 1>_0..,.. 1...1.1.?.1.1. 0._. ! C [1 .01 I 1 0( 1 L. 0 I l.0 ,.:.:.:1......._... .... _. SIDING FINISH AND COLOR I ...I ...................1 _1111. .. 1 . i ..1 C.... .�� 41.. ....... ......E !. . . r i I 1 I I ,1.:1 ......,1...1.11._.1 1..1 I 1. '! .1.....,..I. 1..1..C.11 .1...;. � = o z a lI . ..1 , I 1 11 I I 1. I 1 1 1 1( 7 11 ? 1 ............... , , _,.., r ,... [...._,.,..1. : 0 .1..1.1. I .1_r.�....C., .1.....0..0....1....0.0.._.., ,..: 0..1...1.0...1...... I.1 l C. 1..,..0.:..::::;..1.. . :1::..1:.0.:.:::C:.:.:1::::,..L.. d.................._.... .. .... o . A5 SELECTED BY OWNER. I ( i 1 11... , O r w w 0 0 0 .......................................... ... ....... I... ............... ... . °.. ..' ... . . `,11..,.1,.. _ 1 1.x.....1..,.1...0.0.,,1., 1'.....1;..... 1....1.,.1_.0..1 l ( - - 0.1..1...1.1 L .1_.1.1.....11.1 .. . 1 .1.1.....1 ..1.. 1. 11 11 0. ,0....1.1. 1 .1.. 1..1. 1 1. 1 .1 .0. 1 1 1 I I 0 1 1 1 1, 0 1 .0..1...,.._1.1._.!1..x..0 11 ,1 11, 1, 11.x,::.1:1 ;, . l N u, aF�,o�ok a 11 ::1:1... . .[. .. _. I:1:.: 110. 1.1. I I . ! .I .11 1 I ..Ill ,1 1: i s 01 .:.11 0 0.0. .1 ., (..0 I I.[.11.... 1....0.......1 11.,.1.0:,,.,,.0 0 l I 1 I i I 1 i i 1 , 1 I a $w o- CORNER TRIM COLOR AND 1 I ` ' � i I 1 1� 1..1_.1.1....1. . ,.L. 1. I.l l l l.a.. . ...1.. I, 1.1....;1 �L.::::::1..:1:.:,:;.,:.,.1 .r. .l 111;1.I! 1;1:,::::,:1::::;.1�:..:., I., � N u �F m\.) ���J .................................... ... ................... I . . .......... 1 [ L11CiI1 I , 1I . .. .. 1 _ �o � 0...1.1.....11..1.._0..,0:.1:I ..I.I...I 0. 0.17 1 ( 1 .11 [ 11 1 Id.1. .:0:::..1.1::.:::x1:1.:1 1..1...1..1 ...0.1 . _ 1.....1.....L,,.d.1...1, .. i.....l 1..1.,.11..!..l l 1.:::::1:..1.::1:,:::1::.::::;:1:.:.1:1::,::11:.:,-:1.:::-:1::...!:1.::...1..:(...d. _ �N o���d�o� � FINISH A5 SELECTED 1._._._1............ . .... .................'..... 11...................................._1..................._'......- I[LLALI 1 1 1 1 1:.::1..1:.,::1:.1:::.:1:.::::0:::..:::0_,::1 0............:_.. .........._.` LLI o , 1:..:.0..,.,.0..:1.1.....0,0...1. I,.11 .J 1: 1: I I f ( .0 L , .1,1 , . .1 ! :0 11 .k:0.:1.1:::..:_0._1:1 _ .._. � �w� owNER. ,,. . . . .................L 1.0...1....1.....1.....11.....1.1......1....1.......0...1. 1....1, 1 I,,,..1..0..1,..0.......I._1..1...11..1..1._._ 1 [ ? I ) ! L1_1,k,0, 1 i. L. i cLU ° , 1 110.1 .0.1: .1 .1 I 1 1............ . ._. ' .. .. . i ! ; 1 ( z 1, I1 C I1 IC I.1 l ..0 1 C) 11..11 1 01.1 11. 1 ,......1...1....0.0,..1.., I i II 11:01. ( t 1 rt ::0 .,. 0, ,,...11::..1..:1,:0.;:: 1 1 !_ I ( 11.1 CI :I, 6wW�,a0L In 1.1...1 :. ................. ........ .._... I 1 z o 11. 0...1....0...1.1...1.1.,111,1 1.:_.:0..:,:1.:..0.:1::1: 1.,1.:. d <d ...k. d, x I I L1 I I I 1 .11 1 d.. 0. 1..1 .1.1.. 1 1 ._ [ I l 1....1...1..1..,..x 1.1 .1..1..1... 11..-) 1 ; .::. . I ...... 1. ..... ._. .. ( i I 1 ' r ` 1 01 1. 1 . 11111: 1U 111.. .1 , 1 1 .0,..0....1..1.......1...0......k 0 0...1 ...1.1 : I :.0 1 1 1„ I ., 0.1 1.1.1. 1....1....0...0, I 1 1 0 0,.,.1..1,.....1....0,,,.,.0 7.1 . 1 _ I 11 1....1. _: 0,0 1: 0. 1.1 1.. ..1......0.0......1.1.....,1....0.....0 1 ..,..1...,0.....1 1..7.....,.1...:.0_,.,1, I..1,1,.....1...0 1111 0.0 , : 1.:I .101 l 1 .1 i I i � ,1 . 1. 1 .,..1.1..._...1. 1.1,1:........1....:.1,..1 ..0.0.0._1.1......1..1,:x0..1.,:::.1:..1::::::.x,:::..:0..::::::::::.:..1::.1.:1:.:.:1.::..:0..::::::1::..0:.:0:..I 1 .( , 1 1 (1111. 1 � 1 11 r i 1.. 1..1... ...1. .....1..... ( Ill.. oz�fr' �WW� Y ............................_. . ....1... I...... ..............1....1..J. ........ . 11..1 1 ..... . ..... I 11 I z L.1..1......1.1...1.....0..1. 11. (1. . [ 1 0 1. .1_[1...1 . 1 1...11..1...0. L1 ( i , C 1.1.1 III t 0 1 ..1.1.1 I 1.....1.....1 [ L [ 1111 I _ _. _ 11.......1.1..1....0.....0...11.....11 7.1. 1.11 1(1 0. .0....1.1......1.1...1....0....0.1.1..... ,._0 (1...11.1.0 1 11 711..1 I 0 11 - __1111 �_ : , 1.1....1......1..:, ,: 1.1 ...1._,.0...l..11......1.1...1...1 ... 1 ?._1.1...1...1 , I 1 I 0 1.11 , , 1 1 I h.i 1. . ... ... . _...... .... ... .............. _ � N 1 1 I I i I i 1 , ..1._1......1......1.....!,1....1..1...1...,1....1....1.1........1..1....1.....1......1...,.1..1......1...?..1. _ FINISHED FIRST FLOOR a z �z a��z v I .............................................................. UU III-1.1..... _ v 1 .00.1.1 .0 CI , I w W . ...0.......0....1.1....1...0...1....1._....0....1 10 L. I , .1.I ,0,0. 1 1.......,0.1.(.,.0.0.........0.......0...1.1.....1..0.,.1....:0......1...1.1....0.1....1....0......(...1... 0.. ,:1.0..:,1...1.1.....01...1.....0...... .. . ,,,_,„ , 1 0._11 10,. 1 Q , 0..1~11..0.0..1...0.....1 11...01....1....0.....1....1.1.:10.:1:0 ,0,.11 ,.0 0� . ,1:..,0. 0...1.1.....0.0...1. .. .0 ,1 C,. I C I�I _1111.. _ ,0... ,..1 1 (..1..1....1.,....0....,1...1.x.....0.1...1....0::,:1 11..,.,1.1...0.......0....1.1....1...0.....1.,...1.. I � [ L.C. 1.1..:....1;.:1:1. 1 . [ ..0.:.... .1:;:1.::::1::0:::...(.:.:1...::.1:..1..1.::10.1..0.::.. ELEVATION +2 4 � o o w o I. I...I.J".! ......1........ ? .1 _1 (. I ' ......1....I.....1_............1. 1....... .. .1.111 11 (11.......1..1..........1.........1 ( I I i > r 1 - w��Q '"vjj) = O 1 1, I I [ I I I IC_, f [ 1 1 1 1 1 0 C ? . ......... . 1 i � 0. ..1 , 1 L. 7111 17 ( IC. , 1 , 11. L 1. , 1111. 1....1....111.. 0 ,I1._00i.0.0,... 1..0.0...1C.1. 11 ) I1 I 1IC..1..1.0...11. 1..1..1...0.1... I I .. III : r , , t I , , , t . Y 0..0..:1. 011-1 ( i ,111,1 1:.1.:0::1:,0::0::.:I :1:.:0:01.0,1. 1.1: I,I ..1x:,,,0::::..:0,::1.:110,11:::01::. : i I ! I i 1 I L i 1.1 1 _ ... ,1111 1 11 _ t t _ _- ,10....0,:I.r:,.. 1 I I ..1,1.;1 ��-w �za pQ* v �- _. (N OQ�'QaHW 'QO .. �U�Q�QwO)f b"Xb" AGO POST W/ LIGHT FIXTURE5 w w o z�'O tL o m COL. ENCLOSURE AS ANDCONCSTEPS WITH RETE ORM FINISH AND p��o T w Q< 'v SELECTED BY OWNER. STONE FINISH AS COLOR AS =N F G CULTURED STONE SELECTED BY ~ w w w o z�' SELECTED BY OWNER. VENEER AS DD I OWNER. SELECTED OWNER. Ovk) w F o 1 o_ u eF v NFWHIL-Q(QW F- I- FROP05ED FRONT ELEVATION z��N�}�N�°a m 3*')LU() sO- Z SCALE: 1/4" = I'-011 �U Q� Kz 3 FHQQHNODFO0 Q _ TOP OF RIDGE y_ 1 ELEVATION +33'-O.15" In _- -. PROVIDE ICE PROTECTION AS PER R905.2."1.1 WHICH 12 ..._..._..................................................... .............._............... CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A 5ELF-ADHERING POLYMER - ___'_-------' -- - ----- 0 MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S - - Z EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL .._. _ _ _..._._....__ ___...._._._...-.__--�,_. ___ --___ lu LINE OF THE STRUCTURE _.__-____- -_._.__________ -------__..._---------------------_------__-_-__�___.._____ -______------111..___._-..- ___-____---___-_.-.---_---.-..___-..-..-'--'-'---..._. .----........................___.............__..._.. _. _ --- _1111 ASPHALTSHINGLES TO __-._________. _._____._.___._....__._._.....-..___._......_......__..__.__ ......_....._____1 _........._.. ........1......111.___ 0 BE SELECTED ______._.__ _._ _......_....._._.._.._ _.-__-- _ - __ .-__ ____--____ _ _ _. __.-- --------...-- - ......__........................ _... -_ -_ - 1111 _._..._.... _-.__--_-_ () OVER15# BUILDING FELT ______ __. .._______.._ ______..__._ __.__-_..=� __. _..._._...._..__.._.............______. _.... __....................._......_.........._______.__�_---.......... _..............._-.... ._ ____._..____ . _....._._._..........._..........._..._.........................................._......................__......... ...._............................................................._.........................._......................_._........._...................._. ... H u .�,. �,,: . _ _.._..._. ......._................................................................:::.::::.:..::..........._........ ........_ _1111. 1111 .. _1111... __ - _1111__._,,. ..... .,.... .....,. ... - ..._........__........:_.,......._._..._,._.._ .._......_..... _.. . . ..._........... _........__............_..._.._ ... ............. ................... ............. -_ - ----__..._'_.-�----- -----.-______'-__.----- ------------ _.. . �._..._. .,.�w,.,..�.- ---. _ ----------____-� - -- _'_'__.__ --�-,-...--.--.--...----'-----.- _.__._..._____ . __ _---� _.--- - _ -------- --------------.-_._...._... ..----._ ---------..---...-.-11.1.1 ----------------.........._._...._. ....... o - -.__.___-________..__.....__._..._ .._.__._.-...-.-._ 4x3 ALUMNIUM GUTTER W/ - - - ---- _.._._ __.___--_---111__1_..___ _.___------_1111.___- O Wn O 3x4ALUMNIUM LEADER TO ---------.-------_ .- _.-.----------.__._--_____-.._.._-..--___-...-----___ _...._........-___......_...-............................. -----------______ --___--..--._._--____----.---..-...... ...................._..........._......._......_......_._......... ................:..... T.O. SECOND FLOOR TOP PLATE BE SELECTED BY OWNER .- " ::.:::::::.::..............::::: ELEVATION +20'_6 3"7511 1 ON I Xb FASCIA BOA .1..... . _. ...............1....... ..... - RD _ I_ 1.,.1.1..1.._.1...1.111 1 .0...11.. 1..1. 111 I ���'�'�1:1-+'�' . , 11..1...1....0...1...1.....1..1...1.:.1.: 1::1.:1:..::,..1,:1:.: �___...__._.____ w VENTED SOFFIT ----� - _� E. I l -111.::11::::.:1::..:0.::::0_:0..:0:.::�:1:::::..:::.k 1::1:::. I::::::k ...I...::0 :0111x I C:O::1,( 1.0 ) C 1,l f .� 10.:0.1 o c_v I .. ... ...11..::1 1 I _.01,[. 1.1:[..1::.C:1:::.:!.(:i 0.: : .{1. ;:.:1: : f 1 - ----0....1 1 ,..1... 1111 k...0,11 ,.111 10 .LJ .1.a.1. I....ANDERSEN 400 SERIES _._,,._........,.:.::.::::::.:1 1 0: 1.[,:.1:0:::1:.::0:::.::1.1.[ .0.0..1...:.0 1,1 (,..1.0...! 1.1..0.0.•. .( ..l (. 1...1....1.. 1:..1:::C:.1,.1.....1.:.:1:..1..:_01..1 C:.I i..:: :.-�:_: _--- - o ------- --- +- , -I ..........._.._._._.... = O DOUBLE HUN11 1 G WINDO l ii..0::,..1:::..:0:.a.::::,0...::1..::..1..1,_..1::::.:0...0::::...:0..:::1...._.1::,1::,:::d:.,::1:...::01:::k:::..:I::::;:x.!:1::::.:0:::,:.:0....1:::::0.. 0,:.,,.,1.,:1:.:::i..:0::,..1:::..:,:.:0::::::.:0,.::..1:x0 O:.I i 0.:.,1 I 111' o ws. __ 1� :0. 1.7.:::1:.1::1 10::.1.1 .,1:.1..1 :1..1:'. 1 I. ' I.. .i :.1::.1.1.0, ( 11111..... ......... ..... ................... 1-.:._:......... :::.._. .. ................. COLOR AS SELECTED BY I 01..0...1.1..11. .1 .1 1 .1_(._1.1... I m d I .4 , ! 1 i ; t, i i ., # ................................................._1...... ... ............... 0 0 OWNER I ( L:......k...x...d.:..,(.........:....0.......1.1..0..._1...............0.,......1.,.k:.x 11.11... 1111.k:....01:...:.x.::::. -- .... LT k:_ k:: l .! ......................x . = _... > r..........r................ .......�........ 1111 t(\ : 1 1 i I 1 ! „ k.(.....!.. 0,:x111.:.:0:,:0.....:....,k....:.,1...:1.1.:1::0:...i.:C: I ! 1 m I. i ;..:�:x:::::::::. x::::::�:::,x x:.:,:�:.. ..1111,..:.....:. ' ' i ! `.-_ : r : d _ _......... ........... ] h 11...........0 L_...,.,...1.,..1.,....1,....x...k.....1.,_i,..E,...I,:_E 1,.... _..1....1,..1...1.....1,.u,..:.,..._.....,.x. :::.1:::...:::k,.:1:.::::,x::::::::r:::,:I:::.:::::::1:.::::::.::.;::1.:1 LINE OF CONGEALED OPEN 1 11111.. ! 1 ! i 1 11111 L .(.1 ` 1. ` 1 . ... 1111' : 1. ..' I : P. l._....__...._._._..._.._._..__..._..... GUARDS SHALL HAVE B USTERS OR k 1.......... . 1 . 1 1 . I I I C 1 AL k ..c. ..I.,...,..,. .... .... ALUMINUM FLASHING _ 1__111_.____.._.._.___._..___._.!._.__ _._. . _.: .._ __. .. ... ..... ORNAMENTAL x::::::::::: '........�........... N ENTAL PATTERNS SUCH THAT A ..:.:.._,..:........,,...._... ....:::..._-.- (TYPICAL) .. 4-INCH-DIAMETER SPHERE N ............ ..............................__.......................... ........................................... ...................I.......... I.............. .... .......... ...... ...... ........ .............. .. .11.. ........ ...... . ........................................................ ..........................................................................................._..........._....._..... ..._...._...._..._................._.................. ..........I........._.............I.... CANNOT PA55 THROUGH ANY OPENING UP TO A HEIGHT OFIla - ----------- --- FIN15HED SECOND FLOOR 34 INCHES. AS PER SECTION 1013.3 OF NYS -. 1111 .. -- ---- ELEVATION +12'-5.88" ................................... ........._.._.............................................. ................................................................I..........................11_.............11......... ............._.._.............._1.1 ....11. ..._.........._................... ....__.............................._...._. ........................................................... ........._..................................................................... . ..... .......................... ................. ..................... ......,................._...:,......... _.;....;..:.:;.._;....,......,.,....__,...........:::.....:..::,....................::......__ __........._...,...:...,..:_-::-_............,.........:..._,...,........,_......,..,.,.,......,..,.,..":-:.,.::..._.._::.......,.........................................._,_.....;..:'::: ,:::::..__.:.......::::........................................_.......... . .. ._._. ........_.;....................._..__._.. ..1...111 ,1 , ' I ' 'I ' . T.O. FIRST FLOOR TOP PLATE lu �-i--A J-1--1 RESIDENTIAL CODE (TYP) ELEVATION +11'-4.5-1 u0 i...................... . .... t :...... ......... ........:.:;1111..,: .................. ._. ...................... . . . . 1111. ... m 1.....3....d.d......d.d...d...., ...k...v t...;.k...x....6....6...�.d...,..a..a...d....k_..}..d.d._...d.d...d........d...d d......d.d........1....k..k.,.d...... x..l.._.k...y.k...,.k.,.d......a,. .L..4.,d.d......d.d...d..,.1....k...d.d......a..a...l...k 1111 L...k 1{111}.d.:.x...1.....k....d,d....,...,.t..d...:,. ...k:..d:E: k,t:d:..:1.Y:;..:7:::.:;t.t:....d::a I. .I .,.,: 1111 1 .......... .......... . . ( 1.1,., 1 . 11.1 I . Y 1. . ? , \ ..:1....1.1._1.....0......1....11..11 .1 ..0-C 11 1.1:1..1__, C .1., .L, . ...1 ,.11.... 1.11 1 C I C 1 1 .0...1.1.1....0..0... �1 ?. .. .._I ! 1....1 .1 .:0.1.1::..0... .1..1::.11. 1,1.:0::::..1::1:.:::0..:0:::..:1..:0..:0::::::.0:::1_:::0.:0:: L_L. . 1 l ( i 1 .. .1.. .......1 I i ........ . . ... .1. .... o 01.11 _110.0. 0 0 L1 L. 1 I 1 i I 1 1 ,0.1 LC.1 i. I. 7 .11 i,.C...1.11...0... N 111 -11th ............................................:....1::...0.,:1: I:1:::1:..:::11:1:.I..:I:::.I:.1:.:1:1.::..:0.::1:::.0::1:1:.::::1:.:1:::..:1.:::1:::1 ,..1,,.1:,:..1.I.,.11,:1 1................ ........... ..... . . _.... I 1....0.,,1._1.,. ..1....:1.:.1...:0...1.1.. 1 1...1.1.,0...1....0....1.:L..:.L 1..L.,,1..0...:1 I .Lr1....01_.1....0..,k.1....1,( . I ,.1.. . .. ' r t I lr1' f I ' 1 T lr , , WINDOW TRIM AS I. 1. C;.1...1.::.1:.1::::1..,::::.:1...1..1,1.1. ,1 .0 Fill:I 1.1. 1 I .11 I. 1 i:.:.(. I ..:0.01.1::1. .:1 , , , SELECTED BY owNER. � lT' „ . ..:..:::..:..::.::.,. , . . 1111 , ............ . . . . . .. . . _.. . . . . .__.....'.......... ... .j.'I 1 :1 .....L......... - �1--1 PROVIDE SCREEN AS SELECTED BY 0,:1..1.....,1.1:..1._1.....0....1.1......1..1...1....0.....1...1.1......1..1..,1..,,0:..1...1..1 ...1.1..1 .1.,..0:.11....1.1...x..0...1,..t 1.:,...1.1...1.._(..... ... ,11 d 0: I :11 ,.11...1....0.,....0....1.1...,.[.1..1....0..0...1..[. .11. . .,..1..: 1 1 = - - f 1..0 0.1.:C:...I 11 ! 1 .1..1 ..1 [,1 .1.1 .1 .1 11.1 ) i .L ? 111 r I 1 i : 111 I 1 1.C.. I !l0 1 1 1...L1 1:C i l::::0..:::1-1.::10::1,:L :,:0..1.1:_, SIDING FINISH AND COLOR OWNER AND INDICATED ON EXTERIOR , u 1 i.1 0 1 11 cv = i I I - 1111. 1111 +......... ........................................................................................................................ _............ , d . ............ .. 1111_ I I 1 A5 SELECTED BY OWNER. V 1 ELEVATIONS. INSTALL SCREENS PER 0.0....1...1,.1.. 11, I I ,..0 0.....,.i 1...0.,.1.....1....0.0......1.,...1.....0..0...1....1.0.,.0......1..1.....1.0..1....0.0.,..k...1....0.0..... .1..J.......01 11 1...0...!..1,1.....1...l..)1111 1 I 1 f 1 .C.:1::....I.....:1..C,.C,::::.1.,. i 1.,11..11.:1.:::: o - r . ................................................................................................................... I _� 1....0...1...1...I.I...0,,.1:..1 1.1 .:..1 1.:.1....1...1...1....11...0..d...0....x.1....I.L.I.....I...1.1...1.....1.1....0...1......1 1.,1.,.1,1,.01.,..1 1...1.....1.1....0:...1.,..0...1....1.,...1.1,..1.,.1.:0..1....1..1..1...0..1.0..1..1._J.L I :.I , ,x . CORNER TRIM COLOR AND � � 9) 1�1 �- MANUFACTURERS WRITTEN 1 .I 1111. .? 11:1. 1 I:..I 1 C 111...1 1..I i 1.:11 :I ? ..I C.1 1 I ] _1 INSTRUCTIONS. 1......1..1 7.01,...1..1.. 1 111 i 111 , 1 1.,.:..1,..0..1.1::.:1::..:0..:.1.10...:1:1::::1 0....:..1 C.,:O..:::1:.:1::::.1::,..:0.:::::.1..:0..,0,:.1:1.:,:.:1...:1,.:::::0..:0 FINISH As SELECTED BY I' N I 1 I I 1111.. I I 1 1 0._I ..1:::.::1::1:::1.:::0..::::.:1:::.:1:..1::.:::1.:1::1:_:::0:.:.:0.:.1. .11.1 0: 0. 1..._.11...1...0..,..0.. 1:..:::1...1:::1:..::1:.:::..:0_:.. .�:.::1.1:::x ::0.::.:1..1:.1:: 111 .0:..0 1 1 I 0. 1 1 1.....0,....0...1..1......1.1.., 11..1,1.....1.; OWNER. ..................... 1................................... 1 1.1 I i 10. 1 11 J.1...1....1.....0....(.1.....0.1.....1....1.......1....1.1..... 0...1....1.......0....1.1... L 1 :.0:.. 0 :1::1.0: 1 .1 .0.11 0:0.:.1 1111: 1................ ... . ._........_... 11 .I .1.1....0..0....1....0,.... .. 011 0 0 1.....0...1..1.....01...,.1.....0....I...1.1..:1.1....1....,. b Xb ACO POST W L:O.:..(...1.:0 ...0.:[..I.I. ; .I 1 . ; 1 1 ! ,1.:.11...:_:0::1:,:.1:.1::.1.: 0:1:::...1. 1:.::::0:.1:::.:1:..:0:1::.1.:1:.::1..,1:: ..I I . l 1. i 1.:1:::1 I .I..(::1.1.:.1:.:::1.1.:::1.::1. i 1.1: L 1 1 .10.1 L.1_.._(. 1 .1.1.:..:1.:.1;1 Uj v COL. ENCLOSURE A5 ",I ' 1 _.............. ............. i .,_.,.11,.0.1. i:1:.1,::1.1::..:1.:1:::1..::1:1,:::1.1::..:0..:::1::0.:.1::1:..::..1 ,...0:::1::;1111:: , , . ... .......: ........ .. . : .:,.: 1111.:: 1..:1,11, 1 ,,......... ...... .. ....................:..........._.... .... ._ . ... ....'1111._.. ........._ .......... - t....1..,.0....1...1. 1..[...0..1., 1.1 . ...�..., }111{1. , _, 1....0.,.1.1...1.1...0...1...1..1...}.....1.1.....0.._1...0:.1..1....1..1.,.0...1_..0,...1..1...,.1.,. 0..1...r...x 1 � � SELECTED BY OWNER. I I _ ._:1:-.1- -1.1:: -1- l: l.? 7.1.1 .1..1 ? C C .1:::.1.1.:.1.0.1 1.111,;( .1-1 1_:1 . .:1_,_1_....-0.1:0__1:1:_ ':1;_ . 1.1= =..0. 1, _�--i.1:-- -IT._:1.0..[.1�_::1_:.(;._.1,1. ..1:.1:-_1:.. 11. 1. -- - � I L:.w:.:::.. f 1 ,n C C .1_0 V ,[- -:=.:1. _ -�� 1 . _ .1�_ ._ 11._..1 1:_1 ._l. __ 1:__1_.I�. ..��..::.k.:.:. !1 11 I.::I:_111._:-. . ...0_ r.:1:1 -,._ �r1._ ,1_..I.,.:.I._,1...1.1.....1.:1,.1 .,1 . _:�=. ,1.1 ,.:y:-. ,1111! _ FINISHED FIR5T FLOOR l� CONCRETE PLATFORM _..._ C_ _11 _ :._.. .1: �1.- 1- _ I:. _I l_ __:11:-_1�:_1...1 -1 . _ _...i:�-111.1_{.-1..: ELEVATION +2 4 AND STEPS WITH ,... _.. _ C_ .. 1... . ..:. -.� �.L:_l... _. : � 1 i I _ ..__._ ' . i [ C _.0 I i ! ... .:. ...C C_._ 1. 1. - a"- O STONE FINISH A5 -�- r 'T, . ,. -- n(� . . N a- 111 << 0 _ 1111. i 11 11 11 11 O SELECTED BY OWNER. � �� n I I lL_. I I V v - I I ECRE55 WINDOW WELL � z 1 1 - I I §I I PROPOSE 7 51ME ELEVATION ry o LU SCALE: 1/4" = I'-O" 'z 4 z O . z_ -W1 Op 0) Q 111110 0 CUIINIL: TOP ELEVATION ELEVATION +55'-0. ................ .......................... ............ .......... TODD OCONNELL,AIIA ...................... -=�- .... .................................................................................. ...... ... ............................................... ... ...................................... ........................ . .... 1200 Veterans Memorial Highway Suite 120 .............. _7 .......... ...................... .. ........... ............ ................. ......... ............. W.... _7_=------------ .......... _.z....- ::............ PROVIDE ICE PROTECTION AS PER W105.2.77.1 WHICH ........... ..................... ........................... ............ ......I........... ..... ................ ................ Hauppauge,NY 11788 CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT ............... ....... ...........=.. ............................ ....... ............ =:., ___ _:_ . ........... .12 ..... ........- ......................... ........................... ...................................... .................-— ------= ___-__ , - ........ ....................................................... ............. ............................ CEMENTED TOGETHER OR A 5ELF-ADHERINO POLYMER =....................... .......... .......................... P(631)650-6666 ............ ...... MODIFIED BITUMEN SHEET TO' EXTEND A FROM EAVE'5 F(631)650-6667 ................ ............................... EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL ............ .......... .........................:777 ............. . ........ ............... ....................... ........ ...... C(516)658-0325 LINE OF THE STRUCTURE .................................... .. ...... . ........... .......... ............. . ............................................. ............ ............ ....................­­­............................................................. .......... ......................... ....................................... ......................... .................. ............................... ...................... ....................... ................................. ASPHALT 5HIN&LES TO BE SELECTED OVER 15# BUILDING FELT ---------- LINE OF CONCEALED 12 . ............................. ALUMINUM FLASHING GABLE TRIM FINISH AND (TYPICAL) ---------------- ...... ............ _._._........._._.._.._...____„z._ COLOR AS SELECTED BY OWNER. .........-------- ............. . ........... > CORBELING FIN15H AND ........... ................................................................... ........................... COLOR AS SELECTED L1 U LJ H H U .............. ...................... I— I: I IT 1_11�1-1.i F.I.I-F..17 T I I I BY OWNER. T.O. SECOND FLOOR TOP PLATE \J7 ELEVATION +:20'-6.57511 U Li U I 17FTI L. J: ANDERSEN 400 SERIES DOUBLE HUNG COLOR AS SELECTED BY OWNER. ... . .... ......... --[F"FI J I i I I I Ij 1 , 1 # FINISHED SECOND FLOOR, ............. GUTTER K/ ----------- ELEVATION 4x5 ALUMNIUM C 5 ................... -- ...................................... 5x4 ALUMNIUM LEADER TO T.O. FIRST FLOOR TOP PLATE BE SELECTED BY OWNER " L ON i"X(" FASCIA BOARD -A W VENTED SOFFIT -i .. - IlsIe;: , I ! O (Il WINDOW TRIM AS 71 T JJ W bu SELECTED BY OWNER. FM 'ITI I IFIJI UT. T, IL cow w 1313 SIDING FINISH AND COLOR < AS SELECTED BY OWNER. ci L-1 t IL CORNER TRIM COLOR AND FIN15H AS SELECTED BY T trl <\0j W U_ d OWNER. l ' fl T T 41,-J, tu RST FLOOR J Ll iTL"n*1 ,Ili- IL Ti I I! J�n FINISHED FI ELEVATION +2'-4" Y V'Xb" ACG POST K/ PROVIDE SCREEN AS SELECTED BY C,ONr..RETE PLATFORM L COL. ENCLOSURE AS L AND 5TEP5 WITH SELECTED BY OWNER. ELEVATIONS. INSTALL SCREENS PER STONE FINISH AS MANUFACTURERS NRITTEN SELECTED BY OWNER. INSTRUCTIONS. PROPOSED REAR ELEVATION p"o,v,< z 5C.ALE: 11411 11-011 t; Uj ZHHd< TOP OF RIDGE 0 0 In ELEVATION +33'-O.'15" PROVIDE ICE PROTECTION AS PER R4105.2.77.1 WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT 12 CEMENTED TOGETHER OR A SELF-ADHERING POLYMER e> MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE Z ASPHALT SHINGLES TO LU BE SELECTED OVER 15# BUILDING FELT ............... ...................................... .................... ..................... .... ........... O ............... ............... ............................................. ............. ............ ............. z .......... ............ -----_---- ...... ...................... ------ ...... .... ........................................................ ............. . ..... ........................................... .. ....................................... z0 ...... tu T.O. SECOND FLOOR TOP PLATE ................. ........ Q ...... ---------------- ELEVATION +20'-b. .............................. ............................ .............................. ...................................... ............. ............................/_. .................................. ........ ................................................... .............................. ............................................................................ ------------- (A OPEN WARDS SHALL HAVE BALUSTERS OR 4, ORNAMENTAL PATTERNS SUCH THAT A 6 4-INCH-DIAMETER SPHERE CANNOT PASS ...... ......... ............................ ... ........ THROUC-H ANY OFENIN& UP TO AHEICHT OF 4� ....... --------------------------- 54 INCHES. AS PER SECTION 1013.5 OF WS ----------- ........... RESIDENTIAL CODE (TYP) > ..............�.­­..................................... _.-............... ..................... ...... ............ ............. ............ ...19 ............................................... .. ........... ................................................................................................. ............................................................................................................................................................................................................................................. FINISHED SECOND FLOOR 4x5 ALUMNIUM GUTTER K/ ... ........................................-11. - 1. - - -all 1� ELEVATION 7'-___ --___ -*,**- ---��� __ _7 --,, - _­_+++__­_­,_ `1 ............. ....... T.O. FIRST FLOOR TOP PLATE 5x4 ALUMNIUM LEADER To i i - - 7 ____ ___ I — - LLI LU lu BE SELECTED BY OWNER ELEVATION +117-4.5" DE SCREEN AS SELECTED BY ON I"Xb" FASCIA BOAR PROVIDE 1AV VENTED SOFFIT ONNERAND INDICATED ON EXTERIOR ELEVATIONS. INSTALL 50REENS PER 4 MANUFACTURERS WRITTEN DOOR TRIM AS SELEeITEM INSTRUCTIONS. BY OWNER. SIDING FINISH AND COLOR LIEU I�11 6"Xb" ACG P05T PIV AS SELECTED BY OP4NER. J- COL. ENCLOSURE AS CORNER TRIM COLOR AND SELECTED BY OWNER. FINISH AS SELECTED BY CONCRETE PLATFORM OWNER. AND STEPS WITH FSTONE FINISH AS SELECTED BY OWNER. FINISHED FIRST FLOOR A:��._ LU ...... ELEVATION +2'-4" OL OL K FROP05ED 51DE ELEVATION lu ry M 50ALE: 1/4" = P-0" Z O < q) z tu < =_j _ TOP OF RIDGE ELEVATION +33'-O.-75' i °/4"X14" LVL RIDGE ,`.. W/CONTINUOUS VENT r 0 L)u 0•C 0 N NEL L 2"x6" G.T. ® Ib" O.G. QUPPER Xj OF ATTIG) PROVIDE ICE PROTECTION AS PER R4105.2.77.1 WHICH TODD A'CONN LL,AIA CONSISTS OF AT LEAST 2 LAYERra OF UNDERLAYMENT ��\ 1200Veterans Memorial Highway CEMENTED TOGETHER OR A SELF-ADHERING POLYMER �� �/ Suite 120 / MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVESHauppauge,NY 11788 12 � ' EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL � LINE OF THE STRUCTURE `' �_- 631} 50-666-_� /' / / ASPHALT SHINGLES TO � F(631)650-6667_ BE SELECTED \ ��\ �'/ C(516)658-0325 OVER 15# BUILDING FELT ATTIC \ \ �\ / \ ATTIC 2"x12" G.J. ® Ib" O.G. 4x3 ALUMNIUM GUTTER W/ / \ � / 3x4 ALUMNIUM LEADER TO BE SELECTED BY OWNER \ \ t \\\ \ T.O. SECOND FLOOR TOP PLATE ON I"X6" FA501A BOARD I,-O„ \ 1 \ ELEVATION +20-6.315" W/ VENTED SOFFIT 5�l CORNER TRIM AS SELECTED BY OWNER. R30 BATT INSULATION /� \ m 1 BEDROOM #I LINE OF CONGEALED t I 211x8" R.R. \ / to ALUMINUM FLASHING (TYPICAL) \ \ s \\ / FINISHED SECOND FLOOR 117 ELEVATN O IO +12'-5.88" L T.O._F IRST FLOOR TOP PLATE _ BLOCK - ELEVATION +11'-4.5" N NEW W EXTERIOR ALLCONSTRUCTION -2" X 6 WOOD STUDS ® Ib" O.G. PROVIDE R-19 NOTE: DOUBLE JOISDTSPAN PORTICO UNDER o O N Z # 4 KRAFT-FACED BATT INSULATION AND 1/2" PARALLEL PARTITIONS ABOVE INTERIOR GYP. BD. (SEE SPECIFICATION F'AND NOTES) AND 1/2" EXTERIOR O GL O D I N I N� STUDY PLYWOOD SHEATHING, AIR INFILTF�ATION ly ROOM BARRIER AND 51DINO AS SHOWN ON TYPICAL INTERIOR NON-LOAD - V Z ELEVATIONS. PROVIDE 1/2" RIGID BEARING WALL CONSTRUCTION: INSULATION BOARD BEHIND SIDING. 2"x4" STUD WALL m Ib" O.G. FLOORIN5 AS SELECTED `. N BY OIWNER W Q Q w o Ys" GYPSUM BOARD FINISH � 7/4" CDX PLYWOOD Q P z a 3 �"X 11 9" TJI F.J. ® 16" O.G. _ -- --- _ FINISHED_FIRST FLOOR F N Q o SUBFLOORI NG 560 SERIES ELEVATION +2'-4" o ro k_ } PROVIDE FLASHING STONE FINISH AS r N Q o 4 w SELECTED BY OWNER iv ~ WL v z F _N m NOTE: DOUBLE J0I5T5 UNDER 4" POURED CONCRETE SLAB (3,500 HAUNCH SLAB AND PIN PARALLEL PARTITIONS ABOVE TO NEW FOUNDATION ~p W PSI MIN) W/6x6 W.W.M. AND VAPOR � z o Qz m� Q HAUNCH SLAB AND PIN BARRIER OVER 4" DEEP I I Q z w N V COMPACTED GRAVEL. PROVIDE u<z o o z 10" POURED GONG TO NEW FOUNDATION J L *3 =N O w O EXPANSION JOINTS AT WALL. ------------------------------------------------- , `y'� QNr Qro�� O FOUNDATION WALL (MIN 3500 PSIy O FINISHED - E I N I SRED -------------------------------------------------- q< -------------------------------------------- ~Q��2zQo �- BASEMENT BASEMENT is -J PROVIDE STEP 4 POURED CONCRETE SLAB (3,500 r- r-- FOOTING AS REQUIRED. z w F z P51 MIN) W/ 6x6 W .M. AND VAPOR '----' --J .Ww ARRIER OVER 4" DEEP __J _ J _,a w Q g kn IL °3 a 12x24 P. GONG. FOOTING COMPACTED GRAVEL. PROVIDE I I w fi'ROi�051D G OSECTIONw v W °U a W/(2) #4 REBAR W/ 2x4 EXPANSION JOINTS AT WALL. _� __ a o>w o a v m V KEYWAY; MIN. 36" BELOW I o SSr� N F N F,Q N W F� GRADE. (TYPICAL) ---' —�� " - " o SCALE: I/4 - I O z o N N o J�'w M X_0N vj:0=o° z lu lu �F�_<< OQHO� O 15/4"X1411 LVL RIDGE W/CONTINUOUS VENT V O _ TOP OF RIDGE ELEVATION +33'-0.'15" 12 211x8" G.T. ® I6" O.G. 8 (UPPER,' OF ATTIC) F�- z -- — w PROVIDE ICE PROTECTION AS PER R905.2.1.1 WHICH CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT / \ 0 CEMENTED TOOETHEIR OR A SELF- HERINS POLYMER O MODIFIED BITUMEN SHEET TO EXTE140 A FROM EAVES EDGE TO A MIN. OF 24" IN51DE THE EXTERIOR WALL z LINE OF THE 5TRUGTIURE /' ATTIC `�� o / ASPHALT SHIiyGLE5 TO BE SELECTED' z OVER 15# BUILDING FELT �/ R30 BATT INSULATION TECO 4x3 ALUMNIUM GUTTER W/ z 4x3 ALUMNIUM GUTTER W/ /' 2"x12" G.J. ® 16" O.G. CONNECTION �� 3x4 ALUMNIUM LEADER TO O W O 3x4 ALUMNIUM LEADER TO BE SELECTED BY OWNER BE SELECTED BY OWNER z �,� ; -. •1 ON I:: :: FASCIA BOARD �0 ON I"X6" FA501A DOARD W/ VENTED SOFFIT T.O. SECOND FLOOR TOP PLATE W/ VENTED SOFFIT' ELEVATION +20'-6.3'75" N Q OPEN GUARDS SHALL HAVE BALUSTERS OR >S O ORNAMENTAL PATTERNS SUCH THAT A O 4-INCH-DIAMETER SPHERE CANNOT PASS THROU5H ANY OPENING UP TO A HEIGHT OF =� R50 BATT INSULATION O 34 INCHES. AS PER SECTION 1013.3 OF NY5 - - } NEW 2"x12" ROOF LEDGER ' RESIDENTIAL CODE (TYP) O O Wl W BOARD ANCHORED TO `� DECKING AS SELECTED BY OWNER lY LINE OF CONGEALED 12 EACH NEW WALL STUD ® Ib 211X4" SLEEPERS ® Ib" O.C.m ALUMINUM FLA5HIN5 12O.G. W/ 1/2" DIAM. x 4" LAG RIPPED ® :12 (TYPICAL) i� BOLT STAGGERED (TYP) WATER PROOF MEMBRANE � 2::x811 R.R. PL _ i� ® Ib" O.G. 3 :: :: YWOOD FINISHED SECOND FLOOR ' I � ELEVATION +12'-5.88" �- A Z (3)I /4 xll Ye (3)1 3/4x11 Y8" _ 3)I g/4"x11 Y8" ML. LVL ML. LVL � (3)I 5/4"x11 Y8" 4x3 ALUMNIUM GUW/TTER T.O. FIRST FLOOR TOP PLATE ML. LVL FLUSHED FLUSHED ML. LVL 3x4 ALUMNIUM LEADER TO ELEVATION +1I'-4.5" Z (O TECO O BEAT - BE SELECTED BY OWNER LU Z-lM CONNECTION (2)1 S/4"XII Y4" ML. O LU I 1 NEW EXTERIOR WALL CONSTRUCTION -2" X ........ ROOM J� b" WOOD STUDS ® 16" O.G,. PROVIDE R-la LVL ENCAPSULATED KRAFT-FACED BATT INSULATION AND 1/2" b X6 ACG POST W/ 'I ' INTERIOR GYP. BD. (5EE SPECIFICATION AND NOTES) AND 1/2" EX17ERIOR FOYER pCOL. ENCLOSURE AS PLYWOOD SHEATHING, AIR INFILTRATION - SELECTED BY OWNER. 44-4�Z BARRIER AND SIDING AS SHOWN ON ELEVATIONS. PROVIDE 142" RIGID PROVIDE SCREEN AS SELECTED BY INSULATION BOARD BEHINDSIDING. FLOORING AS SELECTED OWNER AND INDICATED ON EXTERIOR BY OWNER ELEVATIONS. INSTALL SCREENS PER 6"X6" ACG POST W/ PROVIDE FLA5HING MANUFACTURERS WRITTEN COL. ENCLOSURE AS %4" GDX PLYWOOD INSTRUCTIONS. V l +�- O O SELECTED BY OWNER. SUBFLOORING FINISHED FIRST FLOORLl \ STONE FINISH AS 4" POURED CONCRETE SLAB (3,500 ELEVATION +2'-4" n V SELECTED BY OWNER. P51 MIN) W/ 6x6 W.W.M. AND VAPOR 11- iLI 3 "X II " TJI F.J. ® I6" O.G. HAUNCH SLAB AND PIN BARRIER OVER 4" DEEP cV R30 BATT INSULATION TO NEW FOUNDATION 560 SERIES HAUNCH SLAB AND PIN EXPAN51ON JOINTS AT WALL. n �O z 11- ���••• FOUNDATION TO NEW FOUNDATION " — TO VIRGIN 501L FINISHED 10 FOUNDATION WALL DOWN TO MINIMUM 3 FEET BASEMENT V1R51N SOIL D DEEP. 10 POURED GONG p MINIMUM 3 FEET FOUNDATION WALL (MIN 3500 PSI) ly DEEP. 1i0� W 12x24 P. GONG. FOOTING 0 F- 12" POURED GONG IW/(2) 4 REBAR2x24 P. CONO. 21x4" P51 MIN W/ bxb CONCRETENO 4" POURED .M. AND VAPOR W/(2) #4 REBAR W/ 2"x4" � �0 FOUNDATION WALL KEYWAY; MIN. 36 BELOW �_ z KEYWAY; MIN. 36" BELOW BARRIER OVER 4" DEEP (MIN 3500 PSIU GRADE. (TYPICAL) — C GRADE. (TYPICAL) COMPACTED GRAVEL. PROVIDE 12x24 P. GONG. FOOTING �h� EXPANSION JOINTS AT WALL. ■ W/(2) #4 REBAIR W/ 2"x4" L FROP05ED GROSS SECTION 5-5 #� LU KEYWAY; MIN. 36" BELOW SCALE: 1/4" = P-0" O 4 v 7 D 0 1 Ck