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HomeMy WebLinkAbout40442-Z jFFr LIr Town of Southold 9/6/2016 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 i CERTIFICATE OF OCCUPANCY No: 38494 Date: 9/6/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2400 Broadwaters Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2016 pursuant to which Building Permit No. 40442 dated 2/1/2016 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: ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Haywaters Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40442 08-23-2016 PLUMBERS CERTIFICATION DATED 08-09-2016 Brad Peicuc AutiVized, Signat re o�SUFFa,r�o TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40442 Date: 2/1/2016 Permission is hereby granted to: Haywaters Rd LLC 336 E Alexander Palm Rd Boca Raton, FL 33432 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 2400 Broadwaters Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-1-2 Pursuant to application dated 1/26/2016 and approved by the Building Inspector. To expire on 8/2/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $296.80 CO -ADDITION TO DWELLING $50.00 Total: $346.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% 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. z /cy�� / (� New Construction: Old or Pre-existing Building: /� (check one) _T— Location of Property: r_5 3 0 Ouse No. Street amlet Owner or Owners of Property: W L CkcCam c7s Suffolk County Tax Map No 1000, Section /// Block / Lot Subdivision Filed Map. Lot: Permit No. `-'�} Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ � L Applicant Signat e Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 �� roper.riche rt(a-)-town.so utho Id.ny.us Southold,NY 11971-0959 ®lyc®uff ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Haywater Road LLC/Isaacson Address: 2400 Broadwaters Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 40442 Section. 111 Block: 1 Lot. 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Daniel Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan Notes. Inspector Signature: ,¢.�° Date: August 23, 2016 OOElectrical 81 Compliance Form.xls so Town Halt Annex Telephone(631)765-1802 54375 Main Road VIP Fax(631)765-9502 P.O.Box 1179 z::; QS Southold,NY 11971-0959Ay BUILDING DEPARTMENT D [R(g:[E0'V[2 T® OF SOUTHOLD D AUG - 9 2016 BLMMING DEPT. CERTIFICATION TOWNoFSomow Date:—AhJI Building Permit No. y� Owner:_ zaacson (Please print) Plumber: &aJecu��n (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P umbers Signature) Sworn to before me this 94h day of9 20I�O Notary Public, aQF-F6-W—C0L111ty TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRES JUNE 30, �� _ OF SOUryolo . o�yCOU ,� TOWN.OF SOUTHOLD BUILDING DEPT. 765-1802 1"PECTION, [ ] FOU ATION IST [ ] ROUGH, PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ick DATE INSPECTOR j O rjf so ao I �ouKr+,��' TOWN .OF,SOUTHOLD BUILDING DEPT. 765-1802 INSPECT'ON [ ] FO NDATION 1 ST [ ROUGH PLUMBING �[ DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE RKS: acerx.." DATE ®-S".3i 0� INSPECTOR ' cOUNT`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL CTRICAL (FINAL) [ ] CODE VIOLA ON [ CAULKI G REMARKS: DATE ©"to INSPECTOR SO�Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a DATE d� �� INSPECTOR KA4 pF SOUIyo� 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: DATE INSPECTO ?k ' all rINOL.ATION. r r u TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 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. a Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved _,20 Mail to: -BI Disapproved a/c Phone:,5-/& - Expiration ,20 `rr) I! Building Inspector JAN 2 5 2016 fILICATION FOR BUILDING PERMIT LI-` -- - -- Date jam O'�� , 20 /(0 ' - 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 regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises rW h C-N m -75e�ac- _,5 O 1\ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of co orate officer) Builders License No. Q Plumbers License No. Electricians License No. Other Trade's License No. - 1. Location of land on hich proposed work will be ne• yo � � z b �ro�: (�I House Number Street „ _ <.-Hamlet County Tax Map No. 1000 Section lock;`'` ' {,',, Lot d� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and inten d use and occupancy of proposed construction: a. Existing use and occupancy ��'1 - cl r-Y�` b. Intended use and occupancy Sc�M jf IX Cy :k)1?-1 G�)onw-cnrjc//.7 10+) 3. Nature of work(check which applicable): New Building Addition 4// Alteration �V Repair Removal Demolition Other Work (Description) 4. Estimated Cost '201000 , 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front v Rear Depth �3 C) Height Number of Stories Dimensions of same structure with alterations or additions: Front S�- � Rear Depth Height Number of Stories 8. Dimensions of entire new construction: FrontRear Depth- Height Number of Stories 9. Size of lot: Front DD/��Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated RJ-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V1 Will excess fill be removed from premises? YES NO 14. Names of Owner of premises L .S ddress Phone No.<7-6/_?Sf `10 U Name of Architect Address Phone No 7,3q Name of Contractor Lom I-OT-0 Address Phone No.(57b 8019 91 1,2 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES i/ 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 V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) W u k La,M TbTk-k- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the CIO Y-14-y—(f_" [ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi a, +h day of uQLA 20'TRACEY L. DWYER Iho4� - V� )D �)Wo AU NOTARY PUBLIC,STATE OF NEW YORK -----NO.01 DW63069QO C)Notary Public QUALIFIED IN SUFFOLK COUNTY Signature of Applic nt COMMISSION EXPIRES JUNE 30,201 �� �cLI=Flf��eb S�L (0)�1\�IMl��V A ]EIK', Scott A. Russell �a �-� � SUPERVISOR 1\\I[,A�N A IENtIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 tp �� S 53095 Main Road-SOUTHOLD,NEW YORK 11971y Town of)Sro u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT) DIES THIS PROJECT INVOLVE E Ali' OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑VA. Clearing, grubbing, grading or stripping of land which affects more s than 5,000 square feet of ground surface. El Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to � 100 feet of horizontal distance. ❑L.� b_ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ [3"E. Site preparation within the one-hundred-year floodplain as depicted --FIRM­-Map--of­any- watercourses ❑[31F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number'. Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT- (Property Owner.Design Professional.Agent Contractor.Other) .C.T.1Vl- l b�� Date 'r' Dmrict NAME- 1.65 J m 0 Se� Block Lot a� �•.i _... l.`�,j l✓,EL=11.2 -*N-F Contact Information Q � O o q 91/18 /18 P�evtewed By: 1 — — -- — - — - — -- - — - — - - - - — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — �� pproved for proce��ing Building Permit �J ' _Wa5 A —[Y-Spiormwater— Nlanagement Control Plan Not Required A 2�_ ch I,!) ( _0 _—_ ❑ Stormwater Man,igemew Conitol Plai, i� Required — (For\tiard to Engineer ng Department for Revie%ti I F01-11M ° 'SMc P - -I-OS til '\y 20 I.1 i rif S Token Hall Annex 54375 Main Road Tel a(631)765-1;842 P.O.Box 1179 roer.riche ) j Somlkold,NY 11971-0959 1 • �� camsA UG 1 0 2016 WADING DEPARTMENT TOWN OF SOUTHOLD BIDING DZn APPLICATION FOR ELECTRICAL INSPECTION TOWN 01?SOLIT806 REQUESTED BY: 0' Date: Company Name: Name: License No.: 2-3_ vh r r ddress:hone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: S S vy► 4L S L._r? c *Address: c,2110 P *Cross Street: vy-e— *Phone No.: i r Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ADO (Please Circle Ali That Apply) Is job ready for inspection: i YES/ NO Rough In Final *Do you need a Temp Certificate: YES! NO i Temp info ation(if needed) *Service Size: 1 Phase 3Phase 100 150 200 00 350 40 Other *New Service: nnect Undergroun Number of Meters Cha of Service Ove d Additional Information: PA DUE WITH APPLIC N I - B241equest for lnspectio I1 REVISIONS: STORM WATER. MANAGEMENT DETAILS ROOF AREA,594 SQ.FT N.T.S. a AT 100%WATER RUNOFF:99 CU.FT o2, � ag` PROVIDE(1)8'DIA.X 3'DEEP DRYWELLS DRYWELLS CAPACITY 126 CU.FT. OGEE GUTTER-STANDARD 5" NOTES, O z 1).EXECUTION'kk I' A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. W .Wa 2).PREPARATION- A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Q w B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS v� IQy C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR p METALS WITH PROTECTIVE BACKING PAINT. F a 3.INSTALLATION: A A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. G6� 1) GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a). COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. p d DRY WELLS TO BE 101 MIN. 4).PROTECTION: O a AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. V] `2 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL U N �j O COMPLETION. a S � F a " price'" ' on xU Cb ;� r ,�� DRAVM MH/AIS SCALE 1/4.-1.7 �((9 y{ %' CS+7^'16•LE 2 � IAB 21.2816 SHEETNUMBER LF�1A —1 ��Z J �048�) REVISIONS: 21 __Ssp E V FE Ch+ ck Software Version 4.6.2 N Cr17)ES 7- J x 77573, DATE:144*_ -1 P. commlance C.40ertmif locate 77 EXISTINC k9 .2- FL T SCREENED PORCH - - - *R 7C5 D L AREA OF -------------- i F­IL� RAISED RIDGE 7 -project Isaacson Residence NEW ROOFLINE `7D F 0; Energy Code, 203-0 New York Energy Conservation COVERED 2. Location: Suffolk County, New York PORCH 1G^_ lu 3. !�Nr_-"JLA] Single-family I Construction Type: 4. FNAL CJi','77L TIDAL Project type: New Construction It) - k rZJ Ir 711 VVF-TLANDS PROPOSED Inv to OR 'I" rr L T 'DORMERS 0 M i!,,LL N11 E r- Conditioned floor Area: 0 ft2 0 BOUNDRY FRAME ALL C''),N':' • '7,"!,�!']Tl('IN 1H to .1 GARAGE R E Q U 1:r E "',TQ 0 T H�E C,0 0 tE C 0 F N ',V Is T Climatc 4 (5750 HDD) E GlaZing Area 80/0 U 1 U L yo,!< SMIJE.. N'D' ',W:S;_1LE FOR P) i_1 C, Permit Date: DT 16t at yYOUT CEM DESKiN OR CONS11,UCT20N L"7F1'F-',Or,­ Permit NL'lmber� _V OCCUPANCY Construction Site: Owner/Agent Designer/Contra ctor, N76- - , _;_� I 75 Ha waters Road MarkSchwaiti 277,5,1 -A 4370 W Architect Mark Schwartz 10. CLItrhogue, NY 11935 (56,62' N�80 ro' 00 I V Assodates 0 28495 Main Rd 0 PI-LIV�_.ER CERTIFICATION PLUMBING ........... W................................ ALL PLUMBING WAST Cutchoguo, NY 11935 ........... D C0N TENT BEFORE L 28"�' _aA 6'31-734.4-185 C:-!,7 i­:��A TE OFOCCUPANCY N72- ,y -ED IN WATErs 0 P' y 6 Y,5 TEM CANNOT �=07 M�r, ' ,F !/5 " _Z < AB Better Than Code P'la-irriii rUA� 32 Your Ut,� 29 Coryrliance: ).40 PLOT PLAN EDGE OF EXCEED 2110 OF I LEAD. U) The"A GetlbrorWor.5e Than Code fnlah reflects ho,>!tfose to compliance the house is based on code tr6de-oft rulel, lt�-0015S NOT proVfdp ar,est mate of enetv use or cot relativstc a minimum-tode home. SCALE:1" 40'-0" PAVEMENT IYA .2p T �A,Enveloi:i3O, Assemblies 'WIA /CP. U U q 70, 30�0 0,0 Ceiling I., Flat'Ceiling or Scissor Truss 106 0.035 4 V 246 :13.0 0.0 0.082 1.9 V) Wall 1:Wood Frame,16"o.c. z�l 7_)7 19 0.320 6 Window 1:Vinyl/Fi berg lass FrampDoublie Pane with tow-F T 0 e is consistent with the building plans.specifications,and.othobi Q°o er RET�,[i"�ISTORi',IWAiERP��-l�,�OFF it Compliance Statetnent The proposed bUilding design described her calculations submitted with flip permit application.The proposed building has boen designed to meet the 2010 New York Energy oo. o PURSUANT TO CHAPTER 236 Conservation Construction Code tequirennents in RI Scheck Version 4.6.'2 and to comply with the mandatory requirements listed in �q "0 61 N CODE. the REScheck Inspection Checklist, oe ..10. OF THE TO'M CIO 0 Name-Titin Signature. Date 2 6�o % D L-Li LLLJ1 1. L-L.I I I LL-Li I O Do El 0 Project Title: Isaacson Residence Report date: 12/07115 Data filename: C:\PROJEC7S\MKS Arc hitecW KS0914 010 75HaywatersRd\Itaacsoh.rCk Page 1 of 1 FFT �F-1 1 1 r4lif LJ_J El 11-1-11 "1 1-1 V-1-1 1-1 -r_- '11 - 1. r- U - o � � 7" 7 7T 77WT7 -77 T7 ISAACSON RESIDENCE GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS 1.All work shall conform to the requirements of the Now York FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles R401.4, R401.4.1, 71 GENERAL NOTES, CODE REFERENCES, ENERGY CALCULATIONS CODE ANALYSIS ENERGY NOTES ASPHALT ROOF ESHINGLE NOTES State Building Code; all work shall also conform to the R402.2, R404.1 AND R408.1 THRU 4083 Al FIRST 6 SECOND FLOOR PLANS OCCUPANCY: Residential Single Family Detached 1.Calculations are valid up to 59.9-9 degree days. 1. Asphalt roof shingles shall have self-sealing strips or shall be requirements of any other Codes and authorities having A2 PROPOSED ELEVATIONS � .SECTION jurisdiction. The Contractor shall obtain and arrange for all 4\3 NAILING SCHEDULE, CONNECTOR DETAILS interlocking and shall comply with the requirements of ASTM D-225 C, ANCHOR BOLT SIZE AND Refer to 2001 AFPA/\VFGM Table 3.2A. Cn a; U REFERENCE STANDARDS: 2. Certified conformance for Zone 113. or D-3462 required permits, rispection,certificates and tests. E -6 Residential Code of Now York State Lo PROTECTION AGAINST DECAY: Refer to Section R31.9 0 t .2 Wood Frame Construction Manual AF 6 PA(2001) 2.All foundations shall rest on undisturbed soil of 1 T.S.F. bearing .2 3.Wood framed floors,walls and ceilings shall have an approved 2.All fasteners for asphalt roof shingles shall be galvanized steel, " U Climate Zone:1113 capacity, contractor shall have the level of acceptable bearing C) -M Degree Days:5750 vapor barrier(permeance ro-ting of 1.0 perm)installed on the stainless, aluminum,or copper roofmq nails. Fasteners shall be strata verified in the field. PROTECTION AGAINST TERMITES: Refer to Section IZ320 "worm in Writer" side of thermal insulation. minimum 12 gage sharked with a minimum 318" dia. head, and of sufficient length to penetrate through the roofing materials and the sheathing. FLOOR SYSTEM: Shall comply with Chaper 5 and AFPA/WFCM 2001 Section 33. DESIGN LOADS: 3.All concrete work shall conform to requirements and 0,0 4.Windows and sliding doors shall have a max.air infiltration Roof: 20 psf ground snow load recommendations of ACI-318-99"9pecifications for Structural rating of 03 CFM per square foot of window area. Swinging 3.Asphalt roof shingles shall have the mimimum number of fasteners as WALL BRACING SYSTEM: Shall comply with Sections 8602.6, 602.10, R602.10.10, U V) Basic Wind Speed:110 mph doors shall have a max. air infiltration rate of 0.5 CFM per required by the manufacturer. Concrete for Buildings"(fc'--3000 psi);All exposed R013.2,AND li Uplift:18.1# square foot of door area. slabs, garage slabs, and steps shall be 3500 psi air-entrained. U cn Dead Loads:10 pof Reinforcing steel shall conform to ASTM A-615 Grade 60. 4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANCHORAGE: Shall comply with Section R013.5 00 5. Skylight shafts shall have a minimum insulation value of R-19. roof with no less than four(4)fasteners per strip shingle or two(2) cv Table R301.4 4.All framing members shall be Hem-Fir#1(FIp=975psi); Minimum Uniformly Distributed Live Loads fasteners per individual shingle. WINDOW MULLIONS: Shall comply with Section R613.6 ro. Garages-front, sides, doors, interior shall have max. U=AO provide (2) 2x8 header over all wall openings, unless (in Pounds per Square Foot) 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per otherwise noted. EXTERIOR WALL COVERING: Shall comply with Section 8702.1, R703.1, R703.4 Refer to Use Live Loads 7.All fireplaces hall be provided with a damper for outside shingle where the eave is 20 feet or higher above grade or where the Table R703.4 for weather-resistant Siding Attachment and Minimum Thickness. Refer to combustion air 150-200 CFM. All flues shall have light seated base wind speed is 120 mph or greater. 5. Micro-lam girders(ML) shall be laminated veneer lumber with Table R703.5.2 for Wood Shakes or Shingles. Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces E=2,000,000 PSI. Fb=2,600 PSI, as manufactured by Decks 40 shall have tight-fitting non-combustible doors. TRU.S-JOIST McMILLAN. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 Cl) 4� Passenger Vehicle Garages 50 design, size and type of 6. Double frame around all operlings, under parallel walls and Shall comply with P801.4 and AFPA/WFCM 2001 Refer E_ Attic without storage 10 8. The Contractor shall submit the des under bathtubs. Provide Simpson hanger connections at oil ROOF/CEILING CONSTRUCTION: mechanical systems which will be used, in sufficient detail, as to Rafter Span Tables R802.5.1(1)and(2). U Attic with storage 20 required by the Building Department. flush structural load bearing cordHons. 0 Rooms other than sleeping rooms 40 7.All concrete block shall conform to ASTM C.00; Mortar shall be ROOF ASSEMBLIES: Shall comply with Section 8902, R-003 and R904. U) .9.All thermostas shall be adjustilble from 55 degrees to .Sleeping Rooms 30 85 degrees Forenheit. type"M" ROOF SLOPE: Shall comply with Section P-905.2.2 Stairs 40 10.All ducts and pipes shall be insulated as required by code. 6.All steel work shall conform to the requirements of the AISC P and handrails 200 "Specifications for Design, Fabrication and Erection of ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)fasteners per strip Guards a Structural Steel for Buildings". Steel shall conform to shingle or(2)fasteners per Individual shingle (R905.2.6) DEFLECTION LIMITS: 11. HVAC Contractor shall verify heat loss calculations. ASTM GRADE 36. Rafters with no finished ceiling attached: L1160 INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread and smoke-dens 12.All cellar and/or basement doors shall be insulated. requirements of Section R315, U Floors: L1360 .9.All electrical work shall conform to local NEC,and Underwriters • U0 Laboratory requirements. 13. The Architect certifies that to the best of his knowledge, INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section R316. Belief,and pro-f6rslonciIjudgement that the plans are in 10. Pre-fabricated fireplaces and flues shall be UL approved. compliance with the Energy Conservation Construction Code GYPSUM BOARD: Shall conform to Section R7023, of New York State. (July 3, 2002) 11. Install smoke detectors and carbon monoxide detectors in MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section accordance with all state and local code requirements. R307. lama 12.The Contractor shall verify all existing conditions before STAIR LANDING: Shall comply With section R311.5.4 CLIMATIC DESIGN CRITERIA starting construction and shall ratify the Architect of any ICE SHEILD ambiguities or discrepancies before proceeding with STAIRWAY: Shall comply with Section 8311.5 GROUND WIND SEISMIC; WINTER AIR the work. If any questions arise before or during construction HANDRAILS: Shall comply with Section 8311.5.6 SUBJECT TO DAMAGE BY UNDERLAY- FLOOD or,to the intent or details of the drawings,the contractor DRAWN: JM MS SNOW (SPEED IN DESIGN DESIGN FREEZINGrpt FROST LINE MEENT HAZARDS shall call the architect, Mark Sdhwartz, at(631)734-4185 for SCALE:AS NOTED MPH) CATEGORY WEATHERING TERMITE DECAY TEMP.M P. INDEX LOAD REQUIRED clarification and/or instructions.if the contractor fails to DEPTH JOB follow the above procedure, he shall assume all responsibility MOD. TO SLIGHT TO for the consequences of his actions and/or decisions. SHEET NUMBER: Til -,;q-LX,- 77 _NG �7 20 P.SF 110 SEVERE HEAVY MODERATE 110 ES AE 300 13. The owner shall arrange for supervision of the construction work to ensure compliance with the contract documents. T- 1 REVISIONS: A EXISTING CHIMNEY NEW PLATE HEIGHT TO BE 7-4" .._., LINE OF EXISTING REAP, WALL HOT,7w4" W. LL HGT:T-4', ' ' WALL HOT.T-4" DORMER TO REMAIN l~9 GLOSET w EF � L__. ' RAISE THE RIDGE I I -.+ RAISE T I _ O = oc U _-•.�"_LLLU LLLL HE RIDGE D LLL , AND ROOF IN THE AND ROOF IN THIS J I O EXISTING HATCHED AREA X HATCHED AREA T BATHROOMLN. SLOPE SLOPE 3 U 6,-6,. 7-70„ SLOPE I SLOPE / EXISTING AREA:51 SQ FT BEDROOM / O EXISTING - w GILT-IN `F SLOPE —'=' ... BEDROOM O X 12'-10 ii Q X q - AREA: 151 sQ FT LINE OF EXISTING p ry d DRESSER O �.11'-9"X 1t'-3" TO DORMER N = WALL HOT.4,-0, AREA:732Q PT REMAIN • / w N N O -'� EXISTING ACCESS O _ WALL HGT.•T-.D' w I _. dl ROOF -? sD O BELOW PANEL w SLOPE RIDGE NGT. RIDGE HGT. 19 EXISTING RIDGE PROPOSED RAISED RIDGE EXISTING RIDGE TO REMAIN a — — T-4" 3 T-11„ a ..— SLOPE p TO REMMAIN SD O \ N11 N O -iZIBGE IN1,Ti1SAE D2 ZIL PROPOSEDER RID o 0 LLLLLLLLLLLL SLOPE X LLLLLLLLLLLL WALL HGT. w O OLLLLLLLLLL 01 O LLLLLLLLLLLLL - - - - - - O / �' X ! O - a \ _LLLLLLLLLLLLL _x / I , _LLLLLLLLLLLLL ' LLLLLLLLLLLL O � ✓.. � � G 1 CLO LLLLLLLLL J x t - / I NEW tu BATI�-k��� / I , I @, /f / N '� EXIST NO ;'w 8'-2"x 10'-8" - LE L. II I / / p O 13-8 X OM AR_A: 67.2- Fr-L=----Lw'^ WALL HGT.2'-10' BEDROOM N N Lj'..,9 _._ `LLLLLLLLLLLL - _ LI o ` O I u p� V LLLLLLLLL ' � j O L LL AREA:30 SQ FT -- - � _LLL' 1_LL' � I \ � \ � / � `�, S•.1 D _ -■-- SLOPE SLOPE —�- X 6 RR X 6 RR RFA _ -�— SLOPE SLOPE --► \ \ 1 16"O.G.4, 16" EXISTING Q ! WALL T. T-4" WALL GT. T-4" / ROOF J J , S RR X. .RR' X 6 AIR � , ` 6.R BELOW 20210 20210 O �) X8 20 10 20 10 /f4 "O. C4?tai"O: PLATE HEIGHT TO BE T 4" - ...... z ! 2) X 8 2) X 8 2) 2 X 8 2) X 8 AREA OF PROPOSED DORMERS b b A b b I. w I 1 `J PROPOSED ROOF FRAMING PLA -- -- - - - - - -- - - 2'-1" 2'-8" 6'-2" 6'-2" 2'-8" 2'-2" N Q o 1111111114. SCALE:1/4"=1'-0" � 22'-0" � � z PROP05ED SECOND FLOOR PLAN o O SCALE:1/4"=1'-0" - — — EXIST MASTER BATH U - _ _ AREA. 74 SQ FT r � -J. - `.. _ LL LL LLL L 'L'LLLLLL I I LLLLLLLL LLLLLLLLLLLL LLL LL II _ • :.LLLLLLLLLLLLL-LL "'LLLLLLLLLLLL LLL L L L LLLLLLLLL _CELL ,.LLLLLLLLLL LLLL LL LLLLLLLL_LLLLL LLLLLL I. _LLLLL I LLLLL LLLL LLL LL LL L` EF LLL -LLLLLLL •_LLLLL �O -LLLLLLL l :LLLLLLLLLLLL EXISTING EXISTING EXISTING LLLLLLLLLLLLL INDICATES EXISTING WALLS TO REMAIN a L L LLLLLLL LLLLLL -LLLLLLLLLLLLL LLQ ti y SITTING AREA LIVING ROOM – MASTER BEDROOM -LLLLLLLLLLLLLLLLLLLLLL -- _LLLLLLLLLLLLLLLLLLLLLL -_..__ - - .._. ._.._ _.. II I I INDICATES EXISTING WALLS TO BE REMOVED m 13'-4' X 12'-2" 14'-3"X 15'-9" 13'-4"X 12'-2" LL - _ _ _ _ _ m al o AREA:173 sQ FT °e`4: 224 s�Fr INDICATES NEW WALLS o `kn N I E AREA: 173 Sa FT I " sD I ; o o o� m CLO I I sD NDICATES SMOKE DETECTORS, ALL OF WHICH MUST =. - --= --.- BE INTERCONNECTED THROUGHOUT THE BUILDING AS04 +� EXISTING �/ ATH/LAUNDRY PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. SCREENED PORCH I SD HALLWAY 6'-1°x 9'-11" � , 10'-9"x 30'-01 AREA: 60 5Q F7 O INDICATES HARD-WIRED CARBON MONOXIDE 00 v ctL LLLLL DETECTOR w ARES.: 323 sQ FT , , , � t I 01 .L, LL 001 a, I - c EF1 EXHAUST FAN '.LLLLLL LL ,LLLLLLLL. LLLLL ',LLLLLLLLLL _ LLLLLLLLL u LLLLLLLLLL LLLLLL 0 INDICATES 5/8" DIA TIE HOLD DOWNS U_ I — — — — — — —— — — - L LLL L LLLLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLLL x L EXISTING LL L EXISTINGBEDROOM L h-+ DINING ROOM O i 121-31,X 10-0" L EXIST ARE : 123 SQ FT u N 15'-0"X 16,-2" p' AREA:243 SQ FT KITCHEN � 15'-5"X 17'-5" IRR ;_- - I"�- LINE OF SECOND AREA: 239 SQ F7 I FLOOR ABOVEIN - - — — — — — — — — sc —I 1 I Ielf F 4 v �•'°� ) DOOR SCHEDULE is DOOR TAG DOOR SIZE DESCRIPTION REMARKS QUANTITY £., EXISTING FIRST FLOOR PLAN A , D1 2'-G"X 6'-8" STANDARD PANEL DOOR 1 '> A �! -,�� 'I �' �•`�^� D2 3'-O"X 6'.$" STANDARD PANEL DOOR DRAWN: JM/MS - - WINDOW SCHEDULE SCALE:AS NOTED -. .. JOB#: WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # CLEAR OPENING SQ. FT. GLA55 VENTILATION U-VALUE REMARKS QUANTITY SHEET NUMBER: FRONT WI 2-15/8'X 3'-1%4" 2-2%8'X 5-11/4" DOUBLE HUNG ANDERSEN 20210 2.30 4.00 230 0.32 4 W22.-0•'X2-1115/1151111 2-O%a"x DOUBLE HUNG ANDERSEN CVL 2030 N/A 3.20 N/A 032 1 A- 1 3'-0%a" REVISIONS: 22'-0" PROPOSED DORMER 14'-10"PROPOSED DORMER LINE OF RAISED RIDGE FTTI LLi-j L= �\ X021 -021 021 021 _ .O -- ---- FA, O � O a o X / ' PROPOSED FRONT ELEVATION PROP05ED RIGHT 51DE ELEVATION U SCALE:1/4' =l'-O" Q O OO o 15-6" PROPOSED DORMER RIDGE TO ALIGN WITH H AREA OF RAISED RIDGE PROPOSED DORMERRIDGE HEIGHT U LINE OF EXISTING ROOF Q� TO BE REMOVED 235 # FIBERGLASS ROOF SHINGLES CID 15# FELT ~"{ 12 1/2"CDX PLYWOOD SHEATHING 2 X 10 RIDGE CONTINUOUS RIDGE VENT -- — — 2 X B ROOF RAFTERS 0 16"O.C. SIMPSON H3 FRAMING ANCHORS 0 16"O.C. 2 X 4 COLLAR TIES f�48"O.C. = R-19 INSULATION - W 2 X 6 CEILING JOISTS CP 16"O.C. TEo \ z 1 X 6 FASCIA BOARD M N G o Q LINE OF EXIST BATHROOM LLWAY Z EXISTING BEDROOM VENTED SOFFITS(CONTINUOUS) m v a DORMER _ GUTTERS$ LEADERS TO GRADE(TYP.) ^. BEYOND n. 1/2"GYPSUM BOARD 0) CEILING EXISTING FLOOR JOISTS \ i- 1�y% F 7 — 00 N v ' - 0 w K V J O V J PROPOSED REAR PROPOSED SECTION SCALE:1/4" =1'-O" SCALE:1/4"=1'-O" g �� itsA DRAWN: JM/MS SCALE: AS NOTED JOB#: SHEET NUMBER: A-2/0 NAILING NOTES REVISIONS: NAILING SCHEDULE (EXPOSURE "�") NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 10d PER RAFTER 2, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK OV 2X-4"WIDER THAN RAFTER SLOPE: 3:12 (HEEL JOIN'T') 22 - 16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. R O A TERS / OVER FRAMING RAFTERS 4:12 17-16d 17- 40d 5:12 14 - 16d 14 - 40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 1 ro" OG SPACING FOR RAFTERS, JOISTS AND STUDS. 0 LAG BOLT CSP 7:12 10 - 16d 10 - 40d EACH ROOF RAFTER 9:12 AND GREATER 8 - 16d 8 - 40d 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING A N RAA LE CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT R; RAFTER SLOPE: 3:12 22 - 16d 22 - 40d REQUIREMENTS SHALL BE USED. 4:12 17- 16d 17 - 40d 5:12 14- 16d 14- 40d / MAIN ROOF 7:12 10 - 16d 10 - 40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT �� ROOF RAFTERS 9:12 AND GREATER 8 - 16d 8 - 40d REQUIREMENTS SHALL BE USED. COLLAR TIE TO RAFTER (FACE-NAILED) CONTINUOUS RIDGEVENT FALSE VALLEY RAFTER SLOPE: 3:12 7- lad 7- 12d CONTINUOUS RIDGE VENT CONNECTION DETAIL TRIPLE STUD 4:12 6 - 10d 6 - 12d 5:12 PER TIE �.0 =p, SIMPSON G520 16" O.G. RIDGE TENSION STRAP 4- lad 4- 12d SIMPA50N CS20 STRAP C�16" O.C. 6:12 AND GREATER 4- 10d 4 - 12d (8)8d NAILS EA. SIDE A SIMPSON G520(§�16" O.C. WRAPPED AROUND DOUBLE 2 X 6 (2) 16d COMMON C — RIDGE BEAM SEE PLAN FOR SIZE 1 (6)8d NAILS EACH SIDE _ SILL PLATE NAILS 6" O.C. FOR BLOCKING TO RAFTER (TOE-NAILED) 2 -8d 2 - 10d EACH END ' ( ) FULL HEIGHT OF STUD N 0 ROOF RAP'P'ERS(SEE RAFTER(SEE PLAN PLAN FOR ERS FOR SIZE) (2) 2 X 10 ROOF RAFTERS � l 8 8d NAILS 5 I L ( ) 2 0 THRU-BOLTS V /a RIM BOARD TO RAFTER(END-NAILED) 2 - 16d 3 - 16d EACH END (2) 2 X 10 SUPPORT ^ •.,,, SIMPSON L-80 FOR SKYLIGHTS (Z) WALL FRAMING EACH SIDE OF RIDGE BEAM (SEE SIMPSON "HDSA" •• SIMPSON LU5210-2 HANGER EACH RAFTER PLAN FOR SIZE) CHOR BOLT RIDGE DETAIL AT RIDGE TENSION AIL �d NA k (MIN 7' •• (2) 2 X 10 SUPPORT TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 2 - 16d 1 PER FOOT CATHEDRAL CEILING STRAP DETAIL NAILS FOR SKYLIGHTS %8'0 THRU-BOLT SIMPSON LUS210-2 C V TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4- 16d 5 - 16d JOINTS -EACH SIDE IN ACCORDANCE WITH 3.2.5.1. 2001 WWF HANGER ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.C. FRAMING DETAIL SKYLIGHT DETAIL z HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES SIMPSON H2 A HURRICANE CLIPS ?3 TRIPLE STUD TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d 2 - 40d PER STUD 16 O.G. 51MPSON E "HDSA" — AC4 EACH SIDE BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 - 16d 2 - 16d 1,2 PER FOOT C520 STRAP 51MPSON HD5A BLOCKING (FACE-NAILED) 5/110 BOLTS � 10 3"X 3"XYx'ST. PLATE SIMPSON A544 MIN v FLOOR FRAMINGSIMPSON H2 16"O,G. • ID 5/8'0 THREADED ROD POST BASE 0 THREADED ROD SECOND FLOOR JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST SHEARWALL HOLDDOWN W RIDGE / TOP PLATE 4 X 4 POST BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 - 10d EACH END CONNECTION DETAILIR / 7 CONNECTION DETAILS W Q M CANTILEVER DETAIL -.!� a, BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 - 10d EACH END (2)13/x'X 11%8'M.L. Q o 2 X 6 WOOD GAP SIMPSON H210 HANGER�16SIMPSON HD2A" y, BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK 2 X 4 TOP RAIL y"0 LAG BOLTS CP 16"O.G. TRIPLE STUD w z C� H LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - l6 4 X 4 WOOD POST CSP 48" d EACH JOIST TRIPLE STUD TRIPLE STUD (2) 16d COMMON NAILS z (21)6" O.G. FOR FULL JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST 2 X 4 BOTTOM RAIL HEIGHT OF STUD (2)16d COMMON NAILS 9 0 O DECKING CANTILEVER HOLDOWN DETAIL 5/a"0 THRU BOLTS 6" O.G. FOR FULL HEIGHT OF STUD BAND JOIST TO JOIST(END-NAILED) 3 - 16d 4- 16d PER JOIST SIMPSON H-3 HURRICANE SIMPSON HD2A u CLIPS 0916"O.C. Y"0 LAG BOLTS C9 16" HOLD DOWN 5/a"0 THRU-BOLTS Q+ BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 - 16d PER FOOTX P.T. DECK JOIST riv'.: SIMPSON HD2A ROOF SHEATHING Ya"0 THRU-BOLT C�16"O.G. SIMPSON H-3 HOLD DOWN DBL DECK JOIST HURRICANE CLIP 9 16" (8)8d NAILS V 1"t O.G. O AT POST AC4 EACH SIDE STRUCTURAL PANELS: PANEL INTERMEDIATE AC6 EACH SIDE HANGSSIMPSON U210 0 BOLT X 24" LONG EDGES SUPPORTS M HANGER 16" SIMPSON 6520 a ° 5 B 4 X 4 POST P STRAP OW 16" O.C. ° /a 0 BOLT X 24" LONG INTERIOR ZONE 8d 10d 4" 6° SIMPSON PB44 POST BASE ORCH/RAFTER/GIRDER CONNECTION DETAIL PERIMETER EDGE ZONE 5 8d 10d (8)8d NAILS(11)1"t O.C. Q 4 4" �:. ,' .'. rn v1-9 v X tf7 - GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d z P ' . °d 'G ti 4 10"X10"X�" U r o GE I L I N G SHEATHING �, BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR z w 2 4 ° d FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN11,0 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD ° ° d 12" WALL S H E A T H I N G PORCH/DECK/JOIST (ANCH RXBOLTSNG ° d FOOTING TYP-0 , ~ s~ y CONNECTION DETAIL ( ) U ) - STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE FOOTING DETAIL o w EDGES SUPPORTS INTERIOR ZONE 6 8d 10d 4' EDGE ZONE 6 8d 10d 6" 7 6" FIBERBOARD PANELS: 7/16" 6d 3 - 3" EDGE /6" FIELD 25/32" 8d - 3" EDGE /6" ROOF FRAMING U FIELD ROOF FRAMING SIMPSON C520 CONNECTOR SIMPSON CS20 CONNECTOR 0 GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER N F L O O R S H E A T H I N G CRIPPLE STUDS CRIPPLE STUDS Q p STRUCTURAL PANELS: HEADER SIMPSON 5T 2215 CONNECTOR HEADER SIMPSON MSTG28 CONNECTOR u 1" OR LESS 8d lad 6" EDGE /12" FIELD GREATER THAN 1" 10d 16d G" EDGE /6" FIELD HEADER STUDS NOTE: HEADER STUDS UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO 4'-0" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12-0" TOP AND BOTTOM OF CRIPPLES 'I FULL LENGTH FULL LENGTH WALL STUDS ✓ 1.� WALL STUDS SNF UPLI � SIMPSON ST2215 CONNECTOR SIMPSON MSTG28 C DRAWN: JM/MS NNE TOR �; a �` QUIR -' SCALE: AS NOTED JOB#: a HEADER TIE DOWN DETAILS ' ' ��, 4`z SHEET NUMBER: A-3