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HomeMy WebLinkAbout40747-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health. —­ SOU THOLD,NY 11971 4 sets of Building Plans...,,_. _ TEL:(631)765-1,802 Planning Board approval FAX:(631)765-9502SurVey...... 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_ Mail ;Disapproved a/c­­ Phone: Expiration—,, A Building Ins or ICATION FOR BUILDING PERMIT MAY 2 4 2016 1� Date zs-,20 (:s-' INSTRUCTIONS BUILDINGDE". a.Thf Vfij()EjF1ple1e1y, filled in by typewriter pewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurae 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.'rhe 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) 0 b 1 C 1Z'�8, 0414 rr1a--QCAL Ili,'If 1111-2- (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises ............. (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: t House Number –.treet Hamlet County Tax Map No. 1000 Section. 141, –Block 3, Lot Subdivision Filed Map No Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition AIteration_ Repair Removal Demolition. ....—Other Work........... ............. (Description) 4. Estimated Cost Fee .......... (To be paid on filing this application) 5. If dwelling,number of dwelling units �__Number of dwelling units on each floor I If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. WA 7. Dimensions of existing structures,if any:Front 7, Rear -zf,Z- Depth Height �"-q Number of Stories i .............................. Dimensions of same structure with alterations or additions: Front 3p Rea r 2- Depth 42-3 —Height ILA" Number of Stories I 8. Dimensions of entire new construction:Front 0 0 Rear 0 Depth Height r�: Number of Stories 77o 9. Size of lot:Front 4,45 Rear epth 22-7, 10.Date of Purchase -toljo Name of Former Owner 1 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_)(_ 13.Will lot be re-graded?YES NO K Will excess fill be removed from premises?YES NO 14.Names of Owner of premises a ati P i i Address zE 4,=4z" Wzl phone No.� Name of Architect Address Phone No Name of Contractor Uv AV- M±f& -Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES--NO X, •IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO •IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. l8.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-4,,, ,(, 144-) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the /11,11'­"-£'J'�""­ ................ ..................... (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 b f e le, i 20 o Ryan Notary �ublick 'tet Stgrrature of Applicant REScheck are Version 4.6.0 Compliance Certificate Project Williams Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Route 48 Brian Williams John Rabkevich Mattituck, NY 11952 Rote 48 North Fork Draft LLC Mattituck, NY 11952 PO Box 420 Mattituck, NY 11952 631-774-7613 northforkdraft@optonline.net Compliance: 6.9%Better Than Code Maximum UA: 29 Your UA: 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. Erivelooe Assemblies d Ceiling 1:Flat Ceiling or Scissor Truss 72 19.0 0.0 0.051 4 Wall 1:Wood Frame, 16"o.c. 192 15.0 0.0 0.077 13 Window 1:Wood Frame:Double Pane with Low-E 8 0.280 2 Window 2:Wood Frame:Double Pane with Low-E 8 0.280 2 Window 3:Wood Frame:Double Pane with Low-E 10 0.280 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 72 19.0 0.0 0.047 3 Compliance Statement. The proposed building design described here is consistent with the building plans,,specifications,and other calculations submitted with the permit application.The proposed building has been designed to eet the 2010 New York Energy Conservation Construction Code requirements in REScheck'Versio .6. nd to co I it' mandatory requirements sted the R Sclaeck Inspectlo he klist, F ' ( �i�i�l7�fFT Name-Title nature Date Project Title: Williams Addition Report date: 09/01/14 Data filename: C:\NORTH FORK DRAFT\AUTOCAD JOBS\Williams\NYS Energy Compliance.rck Pagel of 6 REScheck Software Version 46.0 IIII CN.J inspection Energy Code; 20110 New 'fork Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions column is provided by the user in the REScheck Requirements screen. For each requirement„the user certifies that a code requirement will be met and how that is documented, or that an exception is being) claimed.'"m^mi'here compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified p , # Pre-Inspection/Plan Review Value Value Re . &RID � Com lies. TComments/Assumptions �._ .. and ..�. ❑Complies 103.2 Construction drawings [PR1]1 documentation sufficiently ❑Does Not demonstrates energy code ❑Not Observable compliance for the building ❑Not Applicable envelope. ...... ❑Com 403.T03.27 Construction n documentation ionrawins mentd ❑Does No drawings , lie sufficiently [PR3]1 demonstrates energy code ❑Not Observable fo, compliance for lighting and ❑Not Applicable mechanical systems.Systems serving multiple dwelling units must demonstrate compliance �.... ._ .with the commercial cod e .�� �.� ❑C —.... oplesHeating: 4036 Heating and coding e up is Heating: [PR2]zseed per ACOAManual Sbasea Btu/hr Btu/hr ❑Do s Not on loads per ACCA Mar �.._ J or Cooling. Cooling. ❑Not Observable other approved methods. Btu/hr Btu/hr []Not Applicable Additional Comments/Assumptions: g p �3 Low impact Medium (Tier 3) ... Impact(Tier 1 Hm h Im act(Tier 1)�� .. Im a wP�.. .. Project Title: Williams Addition Report date: 09/01/14 Data filename: CANORTH FORK DRAFT\AUTOCAD JOBS\Williams\NYS Energy Compliance.rck Page 2 of 6 �ibilo -`w Y or�ke Foundation Inspection Complies? Cornments/Assumptions Energ ...... 3032-1 Exposed foundation insulation OComplies IFOII]'? protection. lDoes Not PMI, FINot Observable ONot Applicable —-—- ----------- ............ 40'�3�P, Snow melt controls. Elcomplies []Does Not []Not Observable ONot Appkable Additional Comments/Assumptions: (iier 3�) , Project Title: Williams Addition Report date: 09/01/14 Data filename: CANORTH FORK DRAFT\AUTOCAD JOBS\Williams\NYS Energy Compliance.rck Page 3 of 6 Section Plans Verified Field Verified p _ umptions Framing/Rough-In Inspection Value Value &Req.ID m lies? Comments/Assm Co 402.4.4 Fenestration that is not site built Doe [FR20]1 is listed and labeled as meeting s Not �y AAMA/WDMA/CSA 101/1.S.2/A440 []Not Observable or has infiltration rates per NFRC ' ❑Not Applicable 400 that do not exceed code 402.4.5 limits. 9 finish ..�. OCo_ [FR16]2 sealed at housing/interiorsd li htin fixtures raphes ❑Does Not and labeled to indicate&It;=2.0 ❑Not Observable cfm leakage at 75 Pa. []Not Applicable .._ a ... .. � "� 403.. .. Complies rlhandle 2.2 All joints and seams of air ducts, ❑Does Not [FR13] 1 air filter boxes,and build avit g ies used as return ❑Not Observable ducts are sealed. []Not Applicable FRl...] ..Butts or plenums. are not used as ._. ..._ __.o.. __.. ... ncCo hplies 2.3 Building cavities [ 5 du ms. � !(]Not Observable .. W_.... �. �__�. ❑Not Applicable 403.3 HVAC pip conveying nveying fluids R- - [FR17] z above 105-For chilled fluids Eboes Not below 55°F are insulated to R-3. ❑Not Observable ❑Not Applicable ,,,,,,,,,,,„ R p .. _ ....�• lies 403aCirculatin9rvice hot waterR- ❑Does Not nsu -� -�� [FR18]z pipes are insulated to R-2. ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are Complies [FR1 installed on all outdoor air Does Not �[ intakes and exhausts. E]Not Observable ❑Not Applicable Additional Comments/Assumptions: .�w.� ��..�_. .... Report e e p 1) ... 2 J�Medwm Im act .. 1 [High im act(Tier.. (Tier 2 3 Low Impaet(Tier 3) BS Williams\NYS Ene . . p rt date: 09/01/14 Project Title: Williams Addition Page 4 of 6 Data filename: C:\NORTH FORK DRAFT\AUTOCAD JO \ rgy Compliance.rck 9 2 ll ! a tew Insulations Inspelfti CI I i Complies? Comments/Assumptions b�ornphes 303.1 All jnstall Wi�sulaflon Fai�led or tIN131) installed R-values provided. 13Does Not A nNot Observable Applicable Addiftionall Comments/AssumPtions: Project Title: Willia mis,Add ition Report date: 09/01/14 Data filename: C:\NORTH FORK DRAMAUTOCAD JOBS\Williams\NYS Energy Compliancerck Page 5 of 6 Section '' Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions Re ID _ 402.4.2, Buildingenvelope — ACH 50 = ❑Complies tightness ACH 50 — 402.4.2.1 verified by blower door test result El Does Not [FI17]1 of&lt;7 ACH at 50 Pa.This ❑Not Observable �n requirement may instead be met via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. _ 403.2.2 Duct tigconstructionhtness with maximum— cfm cfm ElCo❑Domplies es Not leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems. For ❑Not Applicable rough-in tests,verification may need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable urnaces.....__ ❑Does Not.:... : lies [F119]2 installedstalled n forced air fu thermostats P o f r ❑Not Observable ❑Not Applicable 403.1.2 ...._,..Heat um� .:.._ ..a. .:_....�--�,.�.. p p t installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable ...... w. .. .... ...� .., 403.4 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable ❑Corn _... .....: _....�.. .... 401.3 Compliance certificate�. ....—.. __....�-.._....�.�a ..w-..._❑Does N — posted. P lies [F17]2 of 0 ❑Not Observable []Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not equipment have been provided. 1-]Not Observable ❑Not Applicable Additional Comments/Assumptions: IIg Im act(Tier 1) 2 Medium Im act(Tier 2) �3 Low Impact(Tier 3) Project Title: Williams Addition Report date: 09/01/14 Data filename: C:\NORTH FORK DRAFT\AUTOCAD JOBS\Williams\NYS Energy Compliance.rck Page 6 of 6 2010 Niew York Enerigy ,Conservation tiIIII ni Code Energy� g �� �IIIIIII " ������ ncy a 111111°f ate MIMMMOMENOMEMENM Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 19.00 Ductwork(unconditioned spaces): MMMMEMOMMENEEMME Window 0.28 Door MEMEM&MMENIMMMMM Heating System: Cooling Systema Water Heater: Name: Date: Comments rN Scott A., Russell {{ q SUPERVISOR SOUTHOLD TO !; HALL-P.®.BOX 1179 u` ��,t� ,„ ,.�� � 53095 Main Road-SOU OLD,NEW YORK 11971 " *• 1 own of Southold� v CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED Y THE APPLICANT ) DOES "'I'HIS PRt.:SE.X.7r INVOLVE ANY OF 7E`Ik-I(E FOLU.)WINGY: (CHECK ALL 'MA'T' APPLY) Yes No El A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of groundsurface. B. Excavation or filling involving ore than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which xce 10 feet vertical rise to 100 feet of horizontaldistance. 3, D. Site preparation within feet of wetlands, beach, bluffor coastal erosion hazard area. E. Site preparation within te 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 answered NO to all of the questions above, STOP? Complete the Applicant section below with your Name, ..... _....._ .... Wproject. � IflgotasContact Information, Date County please submit Chapter io cop esdo apply a orater to your Y to one or more of the above, Management Control Plan and a completed. Check List Form to the Building Department with your Building Permit Application. S.C.T. . 1 000 Date: �LllGdtT: ° uL ueZem.p kmf uormll,AgeutContractor,Other) . NA7 Lot Sre. ta.ri B3 oe k. " ? � y . yy , t�:ov'ir K��u'n��rtau!ru�G�a�vIr7G�u: � «..�9 � Revue°u/ed By ..._ DrY.t.4.'':: 11>fo,.retty Address Y 1-oc atioia o[ Ct nsiLr uc tion WorkO/Ajr.�proved �- for xcrcu°,`,suLugBuillaiurua Vcutiriit �� Wm�t. Vel .�. ... -_.�._ � �" � �' , ... ....A �atou��uruvwaaa t- ata ugetrrcuut CouaG crV Nan ('Cot.... _a.. ^��w � ...w.... 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'_ ... �R _ Y a' ,',�� tr �„ef a x �d - • � - .,`"'f`..s° �.!' �,p`4 ° . t_e,y".'�f ., f". � �; .1.1 isR- �1 - 4e,^r..s J"`' ;ery '�° _.... ..,,.. � _. � .. �._ - /�� _ff - 124 UJ Lu Lij �R Y�4 ! f .p a �r , t_ Y § n� '�� > t s Y F ;f ..i.,. - - - .. - - - __... -_-,`.'r....w..,...._-..�.. "y u 4 „mww+m.+.n:r...,cee+»'..v-•.,^•-..wv i v i {_{ T + w �; `:•:_ " LEGEND BUILDING DEPARTMENT CRITERIA s — _ 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL—SECTION 310 BUILDING CODE N.Y.S. EXISTING CONSTRUCTION TO REMAIN USE DWELLING UNIT—SECTION 310-3-'0.2 DRAWN: J RABKNCH 2 HEIGHT 15'-4” HOUSE f! 1T-4" GARGAE SCALE: 1/4"-1'-0' EXISTING CONSTRUCTION TO BE REMOVED E FIRE AREA (sfj HOUSE 72Q FT If GARAGE 415 5Q FT 3 7YPE OF CONSTRUCTION WOOD FRANIE CONSTRUCTION JOB : 157 NEW INTERIOR OR EXTERIOR WALL 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDITION WFCM DATE: 2-10-14 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS SHEET NUMBER: ; 6 DESIGN LOAD CALCULATIONS SEE SPEC SHEETS [ _ EXISTING WINDOW TO REMAIN 7 WINDOW AND DOUR SCHEDULE SEE WINDOW! DOOR SCHEDULE s i 8 LOAD PAIN SEE SECTION y X—X CEILING HEIGHT 9 NAILING SCHEDULE SEE SPEC SHEETS i 10 EGRESS N'A13 L ER 11 PLUMBING RISER DIAGRAM! SEE SPEC SHEEN EXISTING WINDOW TO BE REMOVED NOTE: 12 FIRE PROTECl10N NIA s N PHOTO OF EXISTING .HOUSE 13 TRUSS DESIGN DRAWINGS NIA 1a ENERGY CALCULATIONS SEE CALCS SHEETS j 1 OF 10 y . t L C DEMO EXISTING POOL=FPA LING o NEW POOF FPAMINC-) EXISTING POOF F AMING ON EXISTING HOUSE ON EXISTING HOU-,5E z 0 V) � w 8 r- 1 III EITTF :j IF 44- PP0POSED ADDITlON 1'POP05ED POprIGO EXISTING F oUNDAMN 12 I k EXISTING FOUNDATION PP0P05f)C) W iff5T jff-EVA7-ION 2446 2846 2846 2846 2846 z T o GPADE DEMO EXl57 I— POOP>=FAI ZING Q . I 0 � EXISTING POOP F AIIING NEW POOF FP11MING O W ON EXISTING HOUSE ON EXISTING HOUSE J F--- w W 0 --�i 1'P01'OSED I EXISTING>=OUNDItTION I � � 0 Q W >=OUNDftTION � I i Q z � CD - w C/) O z 12 P OPO�E/D NOPTn El-EVAT10N 0 � W O CL O 3046 C� � � f E f µf _ 4 1 G1�IiDE s DRAWN: J RABKEVICH i ProPO5ED>=OUNDA7-10N ( EXlSTING>=OUNDA7-10N SCALE: 1/4"=l'-O" ` � - - - - - < JOB 157 `• DATE: 2-10-14 EXISTING>=OUNDA7-10N I � - °' ��✓ ►. a Q)� LI '`E/ ', SHEET NUMBER: ix 1 ~ 5CAJ E:%„ _ /,_O„ , 2 OF 10 y f f L L C Q C) 6'-O" Z)Zx6 x1GC? 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EXISTING 211X8"CJ, 0 i ` 0 6PhD4.,ea PPOP05 0 r Q C) GPAW 5PAI Q z Q o a � � z \ 005 >�00 � �1 w 2" GONG,CAP p Q L L 01 O FOUNON-10N CONST 5/8 "ANG11OP 00L7-5 4'-O" O,G, P-O"PP01"l GOPNEPS X15T1NG e 5EMENT WIACQ 5/LL PLftTff 5/LL 6ifi5KET AND T PI"IITE 5tllffLD C) WIAPPPOVEO rlUPPIGt1NE 5TPAP5 TO 5TUD5 ON LTJ A 8" P,G,PDN, WALL ON 8"X16" P,G F007-IN6 WI(2)#4 PE55AP 3'-O" O � ,PELOW GPADE C5,ffE SPEGlP1Gt1TION5 5HEET> 0 elfa SECTION A DRAWN: J RABKEVICH s SCALE: 1/4"=l'—O" JOB : 157 DATE: 2-10-14 C i ; y SHEET NUMBER: i r' •i y L 4 OF 10 y L 0 GENERAL CONSTRUCTION NOTES \ 1.TnE INFORMATION ON T"15 SET OF CONSTRUCTION DOGUMENr5157-0 RELATE DA5/G DE5I6N INFFNF AND FPAMING DETAILS.TnFY APE INrENDFD A5 A Q GONSrPUGT5 ION NO,NOT A UD5TIrU7F FOP GENEPALLY ACGEPrED 600D DUILDING PMT-)OffAVPGOMPNANGFWIF"GURPENT NEW YORK 574rE DUILDING Q o GODF5,7"E 6ENEPAL CONTPAGTOP l5 PFSPONSIDLE FOP PPOVIDING STAIJDAPD GON57-PUCT-10N DE7-NL5 AND PPOGEDURE57-0'NrAJPE A Q PPOFE5510NALLY FINlS"ED,5rP.UCTLIPALLY 50UND,AND COMPLETED PPODUC7. 2 6ENEPAL GONrPAG7-OP7-0 GOOPDINATE ALL 5UD G0NrPAG70P5,SCnEDUNNG OFWOPK,AND 1WfP1lG7-ION D£7WEENTPADES. 9 THF 6FNEPAL GONrPAG70P l5 RE5PON501 If FOR ENSURING TT IA ALL N'OPK AND GONSrPUG7lON MEET-5,OP EXGFFD5 aIPPENr FEDERAL,STATE,AND z /� {� LOCAL o GODF5,ORDINANCES A,ND REGULATIONS,ETC.THESE CODES ARETO DE CONSIDERED R5 PART OFTHE SPEGIFIGATlONS FOR7Hl5 DUILpIN6 AND l L/ IN CONI ) Vl �: l\00 FP/ I�}I IJ ING N/ I{}ILING �Gl / �UL SnOLILDDE4DnEPEDTOEI/ENIFTnEYI�PEINVApIA'JGEWITnrnEP4W. OCCJPANGY GLA551FIGArION R3 RESIDENTIAL JOINT 1)E5GRlt,TION NAIL QUANTITY NAIL SLICING NOTES 4,DIMENSIONS SHALL TAKE PRFGFpENr OVEP 4 E DPAV/N65(po Nor S AIS DP4WlNb5). DU1LDlN6 USE 5/N6LE FAMILY DWELLING 5.T"E DFS GNFR nA5 NOT DEFN ENGAGED FOR GON57RUGTlON SUPEKVlSlON AND ASSUMES NO RF5PON51DI TY FORGONSrRUG7-lON COOPOfNA lNG w DUILDING tIEIG"r 5EE PLANS LI FTER TO TOP PLATE 8'WALL;3 8D COMMON EAGl71 APT�1 TOS NAIL Wmn rnESe PL4N5,NOP PE5FON5/DlurY FOP GON5TRUGrION MEANS,MErnOD5,7FGHNlaUES,SEa0ENGES,OP PPOGEDURES,oR FOP SAFm TOTAL 50.FT.OF GON5T1 UGTION SEE PLANS lO'V✓ALL;-1-51)COMMON PPEGAUrIONS AND PPO6RAM51N CONNECTION WIT-fl TnE WORK TnEPE APE NO WAWPRANTIES FOP A5PEClFIC USE EXPRE5 7-l)OP IMPLIED IN ME USE OF THESE PLANS. PI E5GPIPTIVE A5 PEK NY,S.RE5/DENTIAL CONSTRUCTION CODE AND GEILIN6 J015T 8'WALL;3 8D COMMON 6,PEFEPT0 FLOOR PLANS,EXrEPIOP FLE 1ATTO 5,AND WINDON SGnEDULIf FOPTYPE5 AND 5/zE5 OFWINDavS ALLWWDOwS7-o DE NVDFR5FN nl�n DESIGN CRITERIA EAGl1 JOIST TOE NAIL /995 50G hl6h WIND EDITION,WOOD FRAME GONSTRUGTION MANUAL TO TOP PLATE 10'l/IAL-L-;4-81)COMMON 14 CS9 FRAMING ELEMENTS A5 PER FLOOR PLANS,CR055 SECTIONS AND GENERAL NOTES -7 DOOPAND WI POWrl oPAPPROVED ECXJAL GEIL/N6 JOIST TO A5 PER TADLE 3.7 EAGt7 LAP FACE NAIL EXT.PALCONlES GO PARALLEL RAFTER WFCM 5DG �.DooP AND wrNDav nEADEPS 7-o 4 6N uNLE55 or"F�vlSe NoreD. DECKS 40 CEILING J01-,5T LAP5 A5 PER TADLE 3.7 8,GFNFPAL GONTPACTOP/-15TO ENSUPE rHAr MA5ONRY MID PPEFADRIGATFD FIPEPLACE GONSTP X TION MEETS OP FXGEED5 ALL tlANUFAG7-UPEP'S OVER PARTITION WFGM 5DG EAGtI LAP FACE NAIL SPFcIFK ArroNS AVD A PNGADLF copes. ATTICS W/O STORAGE 10 A5 PER TADLE 3.4 9.6FNEPAL GONTPAG70P TO CONSULT AND GOOPDINATE wl7n 7nF OWNER AND rnF PLANS FOR ALL DUILT IN IFFMS SUGn A5 DOOKGA5E5,SHELVING, DESIGN LOAD CALCULATIONS AT-7-IC-5Wlrtl 5TORAGE 20 COLLAR TlE TO RAFTER EACH END FACE NAIL PAV7PY,GLo5E75,r-M (LVE LOADS PSF> WFGM ROOF(GROUND SNOW LOAD) 4�510.PPO✓/DE nAPDWGPFD SMOKE DE7-EGrORS,Wl7n DArTFPY DACKUP,ON ALL FLOORS AND IN FAGH DEDPOOM,VEP/FY WIT-1-1LGGAL CODE RECU(PFMENrS A5 ROOMS(OTHER THAN SLEEPING) 90 01-OCKING TO RAFTER 2-8D COMMON EACH END TOE NAIL PEP SEGTION NEW YOPK STATE RE5/DENT/AL GONSrRUG7/ON CODE IN5rAl_L GARDON MONOXIDE DE7EcrOPS A5 PEP CODE. ROOMS(SLEEPING) 3O 1 RIM POARD TO RAFTER 2-16D COMMON EAGtl END END NAIL 5TAIP5 40 GUARDRAILS(ANY DIRECTION) GENERAL FOUNDATION NOT-E5 200 wffiLL I'PA "MING NAILING 5Gt IEDULL 1,blfNERAL GON7PA6rOK 7 U RFA/lEW PLAN5,EL-rVAr1ON5,AND DETAILS rO OFTERMINE INTENDED nErjnTS OF FINISHED FLOOPCSI ADOVFTYPIGAL GRADE. EXPOSUP`E GATEGORY 2 RLL FOOTINGS TO PEST ON UNDlSTUPDED SOlL LOADPArl1 SEE CONSTRUCTION AND WND PATH CONNECTION DETAIL PAGE JOINTDESGR1Pr1ON NAIL(X)ANTP7Y NAILSPAGPNG NOTES 3.Ppov/oFy,"EXPANSIONJOINT-MArFRIALDEnVEENALLGONGPETE5LAD5AND ADUrTINGGONGPETFOPMA--0NPYWALLSOGCUPP/N6INEXTERIOPOP (ROOF-FOUNDA7-/ON) AND GENERAL NOTE PAGE UNnEArEDINrFPioRARFAS. NAILING SC"EDULE 5EE GENERAL NOTE StIEET TOP PLATE TO TOP PLATE 2-16D COMMON PER FOOT FACE NAIL 5EE NOTE:1 4,GONGREFE ON 4"SAND OR GRAVEL FILL MINIMUM,W/7-/16X6-lO/lO MRF MESH REINFOPGlN6.INrERIOP 5LAD570 DE PLACED ON 6 MIL SrADINZED EGRESS 5EE FLOOR PLANS AND WINDOW 5Gi1EDULE TOP PLATE AT POLYErMLFNF VAPOP DARPIEP. c� PLUMPING R15ER DIAGRAM 5EE 05ER DIAGRAM PLANS 1N7-ER5EG7-IONS 4-16D COMMON JOINT5 EAGtl 5/DE FACE NAIL PPOVIDF CPRVL SPACE VENTILATION PEP LOCAL GODS PEC MMIENrS. FIRE PROTECTION g (5I'IOKEffCO2DETEGTOR5) 5EE Fl-OOP PLAN5 6.6ENFPALG0NrPAGTORTO/N57111.LGOP-R-TEX(ORGOPPFR)SnEETMErALTEpmlr,- IFLD5DE7WEEN/v woOD 7-nArAPEEXP05ED70 K�1' STUD TO-57-UP 2-160 GOMMON 24"O.G. FACE NAIL CONCRErIf OPMA50NPY SUPFACFS. TRU55 or--;116N N/A-STANDARD STICK FRAME CONSTRUCTION ENERGYGALCULArlON5 RESCttEGK4.4,2.3 /6"O.G. 7.DAIIPPPOOFFXFFPlOPOFFOUNDATIONWfrnADIFUMINOUSGOArlNGA5PFR5 GODFAND0ILCONDIrIONS. //FADER TO 11EADER 161)COMMON AL5ONG ED6EFAGS NAL DLII"A7-/C ff (5E0(5P P111G o 5/C N GPITEPIA: Tot,OR PorT017 2-161)COMMON PER 2X4 STUD 6ENEUL FLOOR PLAN NOTES PLATE TO STUD 3 /6D COMMON PER 2X6 STUD END NAIL 1.U11-1FN5ION5 SHALL TAKE PKECFUFNI UFR SCALE 0RA✓✓1N65 CDO No SGAL E DPA V/1 GROUND WIND 5E15M1G FROST VIINTER IGE5111ELD FLOOD 5NOVI SPEED DE5/6N WEATl1ERING LINE TERMITE DECAY DE5/6N UNVERLAYMENT 11AZARD5 POrTOM PLATE TO FLOOR 2,ALL IWEPIOPWALLS TO DE CaVEPED WlrH Y"6YP5UM OOARn W1771 METAL COPNEP PEINFOPCING.TAPF,FLOAT,AND SAND LOAD (MPIV CATEGORY DEPTH TEMP. REOUlRE1) JOIST,DAND JOIST, FACE NAIL I3 GOATS). 2-161)COMMON PER FOOT MODERATE 5L16t1T TO END JOIST OR PLOGKING 5EE NOTE:1,2 3.bVALLS COMMON TO GARAGE ANP HOUSE TO nAVF A LAYER of 5/811,FIFE PArFD GYPSUM DOAPD AF GAPASE 50FWIFn 5'-d'PFTUPN ON ADJAGEN7WA L5 AND -1151-1905' 120 D SEVERE 3 FT TO t1EAVY MODERATE 1/ NONE NONE GF_IUNG.l7ANUFAGTUP.ED LUMDEP PFOUIPES 2 LAYFP5 OF 5/8",FIPE RATED GYPSUM DOAPQ oo5rl rrllN� r Ovi 7-1 NTS o wiNr� Lour 5' 4ALLDAr"AND TOILET A4EAN'ALLSAND GFILING5ADJ4GENTrOWETAREASTOnMEWArFPPE515rAN76YP5UMD04RD,ORV/ALLrILESErONWONDERDOM.DOR Fl-00P FPA1''lIN6 NAILINC SGNEoULEEOUAL NAIL 5PAGIN6 NAIL 5PAGIN6 AT INTERMEDIATE GENERAL PLUMPING NOTES 5tlEA-r"ING LOCATION AT PANEL ED6E5 5UPPOR175 IN TtIE PANEL FIELD NOTES L PLLIMDINo SUvrV>N7KAc7UP 7o OF PE5PON5/DLF FOP ADnEPlNG 7-O ALL APPL-CAOLE coDE AND SAFErr REa rPEMENrS. JOINT DESCRIPTION NAIL OUANTl1Y NAIL 5PAGIN6 NOTES 4'PERIMETER EDGE ZONE U COMMON 6 6"O.G. 8d COMMON e 6"O,C, 5EE NOTES:1,3 2 IF WALL PLATES OP JOISTS APE GUr DUPING 7nE INS7-AL1-117-/0N OF PLUMOING FIXTURES OP ECUIPMENr PPOVlDE DRAGING 70 TIF FPAMlN6 DAGK 5EE NOTES:l(POT-11 FIELDS> JOl57-TO 5/LL, TCGFrnFR. INTERIOR ZONE 8d COMMON o 6"OC, U COMMON 12"O,GTOP PLATE OR GIRDER 4-SD COMMON PER J015T TOE NAL Z NOTE:2 FOR PANEL FIELD GENERAL ILIAC SYSTEM NOTES O 6ADLE ENDWALL RAKE DRIDGIN6 TO JOIST 2-8D COMMON EACH END TOE NAL 1.MEC"ANICAL SUDCONT RAGruP IS KE5PON5(DLE FOP AFVEFING To ALL APPLGAOLF GODE5 AND SAFETY PFLUPEMENTS, AND RAKE TRUSS 8d COMMON 6 4"O.G. 8d COMMON&4"O.G. 5EE NOTES;1,3 Z.HVAC SUDGON7-RAGTOR TO FULLY GOOPDlNATF ALL SYSTEM DA7AAV JD REGY/IREMENFS w'lrn7nF FCXIIPMENT SUPPLIER. NOTES DLOGKING TO JOIST Z 81)COMMON EAGtI END TOE NAIL 3 HVA SUDGONT,PAGTOPTD PROVIDE FINAL SYSTEM LAYOL7OPAWING AND SLID I7IT-T0GENEPALGONTFAG70P,OWNER,AND EOUIPMENr--� PPLJEPFOP T11ESE NOTES ARE ONLY TO PE REFERRED TO IF MENTIONED SGtIEDULE NOTES ONLY FINAL PEVIFW AND APPPOVAL LL- 1>. FOR ROOF 51'1EA7-t 11NG W17-tllN 4 FEET OF 7-11E PERIMETER EDGE OF TIE ROOF,INCLUDING 4 FEET ON PLOGKING TO 5/LL 3-16DCOMMON EACH DLOGK TOE NAIL OR TOP PLATE GENERAL FRAMING NOTES EAGt15/1)E OF Tl7E ROOF PEAK,TtIE 4 FOOT PERIMETER EDGE ZONE ATTAGtIMENTS REQUIRE 5t1ALL DE 1.ALL WALLS,LX4 M/U ZXG,7 U DE 57L1D 6PADE OP DETTFR 16"O/G ALL OrnEPFRAMIN6 MATERlAL70 DF>«2 DOU(-LAS FUROR DCTTEP. 2).7-APU D i2 INCtl O.G.NAIL 5PAGIN6 A55UME5 5tlEArt1ING ATTAGtIED TO RAFTER/TRU55 FRAMING LEDGER STRIP TO DEAN 3 /6D COMMON EAGtI JOIST FAGS NAIL 2.ALL WOOD FPAMIN5/N CONTACT'Wlrn CONGPErE OP MASONPYTO DF PRE55UPE77PEArFD. 0 W MEMDERS Wtrt16>0.49,FOR FRAMING MEMPER5 WITtl 0,42.6,0.49,TtIE NAIL 5PAGIN6 StlALL PE JOIST ON LEDGERW W REDUCED TO 6 INGt1E5 0.0, 3 8D COMMON PER JOIST TOE NAIL �.PPO✓IDF DOUDLE FL-OOP JOISTS UNDFP ALL WALLS PARALLFL7-0 FLOOP JOIST 5PAN DIPEGTION UNLESS QFnFKWl5F SPECIFIED. J li U) TO DEAN 3).7-AOULA7-ED 4/NGtl 0.NAL 5PAGIN6 A55UME5 5t1EATtl1NG A7-TAGtlED TO RAF7-,ffR/TRU55 FRAMING 4.PPOVIDF X-DPAGING OR Soup MOCKING Ar A MAYII'1UM OF 8'-0'O/G FOR 4LL PIMEN510NAL UJMDEP FL-00P Jol5r5. Q z MEMDER5 Wlrtl 6,0,49.FOR FUMING MEMDER5 WITt1.0.42,C)0.49,Tt1E NAL 5 5 PAGIN6 iiALL PE DAND JOIST TO J015T 3 16D COMMON PER JOIST END NAL REDUCED TO /NGt1E5 OC, n,Ft-OOP coNSrRucnoN:i• TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR. Q 3 GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. �- DAND JOIST TO TOE NAIL 0 w LL 5h t�Tt�INC� QUi 7-1 NTS o wlNr� Lo r�S; SILL OR roP PLATE 2 16D COMMON PER FOOT 5EE NOTE:l 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2X10 UNLESS OTHERWISE SPECIFIED. ALL INTERIOR HEADERS TO Lij z BE (2) 2X10 UNLESS OTHERWISE SPECIFIED. -D NAIL 5PAGIN6 NAIL 5PAGIN6 AT INTERMEDIATE 5HEA7-MN6 LOCATION AT PANEL ED6E5 SUPPORTS IN TtIE UNEL FIELD NOTES 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 0 Q Q 1�00� �l��t�Tl�INC Nt�ILINC �G1��1�UL�' z INTERIOR ZONE 8d COMMON 6 6"O.G. 5EE NOTES:/,3(POTtl FIELDS) 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 8d COMMON c lZ"O.G. _J W NOTE:2 FOU'PANEL FIELD 4'PERIMETER E06E ZONE 8d COMMON s G'O.G. 8d COMMON 612"O,C, 5EE NOTE:3 JOINT DESCRIPTION NAL QUANTITY NAIL 5PAGIN6 NOTES 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. A5 PER TADLE 3.8 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH %' EXTERIOR GRADE PLYWOOD OR %' OSB PLYWOOD, GROUP NOTES STRUCTURAL PANEL 8D COMMONNONE 1, APA RATED. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. O Tt1E5E NOTES ARE ONLY TO DE REFS ERRED TO lF MENTIONED GtIEDULE NOTES ONLY. WFCl7-5DG l). FOR WALL 5tlEA7-HIND W17-tI1N 4 FEET OF Tl1E CORNERS,7-l1E 4 FOOT EDGE ZONE ATTAGtlI7ENT 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. U REQUIREMENTS 511AL1-DE USED, 12. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, 2 -AOUI 0,4 DFOR FRAMING MENDERW h 042,6<,/N 111E NANSUT GING StIAO��UO FRAMING MEMDERS G�ILIN(5 �Il�A7-1l1N(5 NA1l-1N(55Gf7ffOUL�' PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. W 7 REDUCED TO 6/NGtlES O,G13. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS. L 3 R).FOEXTRER/0PANEL 5/D/N6,GALVAN/ZED PDX NAL5 SHALL DE PERMITTED TO DE USED TO DE JO/NT DESGR/PT/ON NAL CX/ANr/TY NAIL SPAG/N6 NOTES 13. 14. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. J j 5UP5T1TU7-ED FOR COMMON NAILS, GYPSUM WALLDOARD 5D COOLERS � O.G.EDGE NONE L001� �t� t�T1�lN� NILINC 5G1� 1�UL 10"O.C.FIELD GENERAL WINE)PROTECTION GONNEGrION NOTES f ADAPTED FROM SrAI JPAM FOP TIL PPICANF PF515rANT PES/r)fm IAL GON57PUG7/OIJ;55TD 70-99 AND 19 J5 5DG M5"W/Nr- EDl7/0NWOOD FPAME JOINT DESGRIPrION NAL OUANTITY NAIL 5UG1N6 NOTESw�fiLL �Nt�TI�lN6 NILINC SGhI�UL GONSTRucrloN Z FA57ENEP5 ANDGONNFG70R5 FOP WOOD FR4MFGONSTRUG7/ON { 57-RUG7-UUL PANEL 6"O.G.EDGE !"OR LE55 8D COMMON /Z"O.G.FIELD NONE JOINT DESCRIPTION NAL OC/ANTITY NAL 5UG/N6 NOTES L ACON71N0005 LOAD PATH DFTWFEN FOorlNG5,FOUNOArLONS WALLS,FI-00P-15,SruDS AND ROOF FRAMING SHAD DE PPO✓IDED NOTES A5 PER TADLE 3.9 2 APPPO✓FD CONNECTOPS,ANGHOPS AND OrHFP FASTFNlN6 DEVrGES Nor INCLUDED IN TnE SrANOAPp 001-01N(5 CODE,r4DLE 2�6I SHALL DF DRAWN: J RRBKEVICH f STRUCTUUL PANELS 8D COMMON NONE N57-ALLFDlN AGCORCANGEW "MANUFAG7URFR'S REGOMMENDArIONS. TtlESE NOTES ARE ONLY TO PE REFERRED TO IF MENTIONED SGt1EDULE NOTE-5 ONLY. WFGM 5DG SCALE: 1/4"=l'-O" ` i,METAL PLATES,ATE ,GONNFGTOPS,SCREWS,DOLTS,AND NPoL5 EXPOSED DIPFGTLY70 rHEWEArnEROP SUDJFG77-0 SALrCORR05/ON 1NG05TAl_A"EAS, I), NAILING REOUIREMENT5 ARE PA-5E[)ON WALL StlEATtl1N6 NAILED 6"ON-CENT-EKAT- 05D PLYWOOD 6D COMMON TtIE v 3"ONONE,C.EDGE SHALL DE 5r VNI SrEFL OP nor DIPPED 6ALVANIZFD. /,� ` PANEL EDGE.lF WALL SttEATi1/N615 NAILED 3"ON-CENT-EKAT-TWE PANEL EDGE TO 6"O,G,FIELD JOB : 157 OP-FAIN tl15"ER SNEAK GAUGITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMPERS4.WHFPEWINDOW5 AND DOOP5INTEPPUPFWOOD SrPUCrUPAL PANEL 5"EA7"ING AND SIDING,FPA'lIN6IwCHOR5 OPCONNFGTOP.S SHALL DF PPO✓IDro 5t1ALL OE DOUPLED OR USE ALTERNATE CONNEGTOR5 SUGti A5 511EAR PLATES,S11ALL PE GYPSUM WALLDOARD �D COOLERS 71 O.G.EDGE NONE Ar rnE rof-AND Dor7-oM OF cP1PFLE 5ru05,"FADFP 57-55,AND Ar LEASrONE 5rUD Ar EAC"SIDE OFOFENING. DATE: 2-10-1 4 f 101,O.G.FIELD i U5ED TO MAINTAIN LOAD 1111T/1 5.R/061757PAP5 SHALL DE ATTACHED TO FAG"PA/P OF OPP05/N6 PAFrERS FXCePr W"EPF GOLLAP T/ES OF 1X6 OP 9X4 L J/7DFR/5 LOGAI-ED IN J ; 2).WHEN WALL 5t1EA7-tl1N6/5 CONTINUOUS OVER CONNECTED MENDERS,Tt1E TAPULArED THIRD of Arr c SPACE AND ATTACH7-o 174 n PAR of PAFrEPS. �r=! , SHEET NUMBER: ' NU170ER OF NAIL-5 StIALL PE PERMITTED TO REDUCED 7-01-16D NAL PER FOOT, u.uPUFT coNNFcroPS 5"4LL DE PPOv DFD Ar EAC"RAFrFP DFnPING. O�r ' j `�/ C 9.FLOOPTo FLOOR"OLD-DGWNS TO DE PROVIDED FVFRY 48,AND EVERY 16"w'lrnlN 4'OF EXrER10RGORNFRS. ¢'` �"C�� j ! f �0 f 8.5lLL PL.ArE 70 FOUNDATION ANGHOPA6E:5/LL PLATE SHALL DF ANCHORED TO THE FOUNDATION Wl7n NJGHOR DOLTS HMING 111"I DIAMEF- k ! 5/8"AND 3"X 3"X 118"WASHEPS.AMINIPMUI"l OF ONE AWWOP DOLT SHALL DE PP0VIDF0WIMIN 67-012 INGHF5 OF EAGn END OF .H 00L75 SHALL HAVE A MINIMUM El7DEDI1ENr OF I INGHFS IN GONGM-Ifl MASONPY FOUNDATIONS.ANGnOP D0LT5 5"ALL DE V '"IN I1 =� ® 4 GOPI JFPS MID Ar-'5P/r-/N6 NOT'EXCEEDING 4 FEET ON CENTER f 8 OF 10 f L C C W O ALTERNATIVE FOR OPENING PROTECTIO I- O - -.- - I / l/ Y I O I I I V/ / F-�/-i v� O O O WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Me,AND MAXIflUM PANEL SPAN OF B'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TIA'O STORY BUILDI NGS. PANELS DESl6N Cl-EAP 61-A55 EFFECTIVE PPE55UPE PEO'D DE51GN Z SHALL BE PRECUT TO COVER GLAZED OPEN NGS WITH ATTA.CHP.1_,vT HARDWARE PRO',if OED.„ SYMDOL QU/fiNT MODEL Na WINDOW TYPE OPENING ilP�fl V E WIND t1PEh ZONA PP�55UP� p (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609:1.4) _....._....,__-.__-....... PAA-ING V) I O 2 TW2446 DOUBLE flUNG 4,36 765 4,38 10 4 25,9 28.1 3O W TABLE '1609. 1.4 _ � WI NDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL O ! � TW3046 DOUDLE"UNG 5,70 10,31 5,73 10 5 Z5.9 34.7 PANELS 50 2 FASTENER SPACING(li`rHES O 2 TW2846-2 00001-f l/UNG 4,61 8.23 4,64 104 25,9 28.1 3O 1=4 4� PANEL SPAN 77-0" < PANEL 4'-0"< PA�?EL 6-0" _ PANEL FASTENER TYPE 0" SPAN•'4-0" SPAS! < 6-0" SPAN < 13-0" O / 2846 200 5EPIE5 Otl 4,55 8,15 4,57 10 4 24.E -26,9 30 2 1o2" 96 ti1lOaD SCREV1rS 16 16 12 9 ALL WINDOWS TO DE ANDEP,5EN n1all PEPFOPl LANCE OP t}PPPOVED EOUAL_' FOOTNOTES; 2 1+T 48 INOOD SO R-FAIS 16 16 16 12 CAL_CU1-ATIONS POP WINDOWS DfiS,ffD UPON EXPO5UPE D 17U57_NAVE OP UPGPAL)E KIT COEFFICIENT 1.0 WIT-11 120 mph OA-51C WIND SPEEO, l7EE7--5 NY STtITE E6PE55 PEOUlPEI7ENT5 A5 PEP TA} )/_E P 301.2(2)NEW YOPK-15T-ATE OUILDING CODE. e� A_THIS TABLE IS BASED M A FAAXIMUM WIND SPEED (3 SECOND GUST) OF 136 URA AND IVEAN ROOF Al-1-NAPPOLINE WINDOWS DUST U5�' So HEIGHT OF 33"-0" OR LESS 1 1/2"1lfl6PlT SILL STOP COP STOOL)IIND Tf lE ADDITION OF A 1/2"X 3/4"OP UPGPADESILL STOP,CSILL 5TOP5 IOTA 1-1/4" B. FASTENERS S!-ALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. I/El61IT AND PEOUIPETihE INSTf}LLATION OF lfi SPEGIAL 5t}5/I LIFT INGLUDEO WITH DP UP6PAOE 5/LL STOP KIT C. WHERE SCREWS ARE ATTACHED TO MASONRY OR t,AA50'wRY/STUCCO, THEY SHALL BE �}LL UN/T5 DUST MEETT OP EXCEED TtIE MIN/17UI7 Of-516N PPE55UPE PEOUIPEO,ANY l IULLED UNIT5 Mu- 17��OP�XGE'_D ATTACHED UTI LIZING V13RATION RESISTANT ANCHORS FLkYING A MINIMUM WITHDFcAIML 1.5 7_117E5 TtIE DESIGN PPE55UPE PEOUIPEO AND I'7U5T T_PANSFEP LOADS TO TWE POUGtl OPENING 5UD57-PAT E t1LL EXTEPIOP CAPACITY OF 490 LBS. x 6LttZlN6/7U5T l7EET�fiSTM E 1 96 TEST PEOUIPEMENT5 tt5 PEP NEW YOPK STATE PESIDENTI L CON5TPUCTION CODE, PEFEP TO SECTION P 160914 FOP Al-TEPNA7-AlE OPENING PPOTECTION, STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT:35') MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2'OC Q 0 D00p SCHEOul-E Ld 5/ZE z (� 0 L j I-= LLI Mftl�K WD tt6T rtlK I7t�TL Imo— Q Q F- C:) z 1 8'-O" T-O" 13/4" > IDEI'6Ltt55 I- Q LLJ 0 �'-O" 13/9-" l /O f 6Lft55 w (n z —� 13/8" WOOD WOOD O > Q Q 3/8" WOOD Q �J � O SHUTTER ASSEMBLY J U N.T.S. � (7)FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN TABLE 1609.1.4 0 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") Q 1 USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. z ABEL ACCORDING TO LOCATION. � s ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/WASHERS) GALVINIZED OR ; STAINLESS STEEL WOOD SCREW @ 16" O.C. OR BETTER , ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ' #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 z" ( W/WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED DRAWN: J RABKEMCH s UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SCALE: 1/4"=1'-0' SHUTTER ASSEMBLY N.T.S. JOB : 157 DATE: 2-10-14 R PANEL SPANS: 4'-0" OR WIDER SPAN y Alk/r SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. C� SHEET NUMBER: I NOTE ADDITIONS: c 2x4 STRONG-BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL L o r-3 �\ � �_ ,, �, ,; I ' -t WOOD SCREW @ 12" O.C. -__ s 9OF10 N i L C C w o CONNECTION SIMPSON STRONG TIE 0 O A RAFTER.ROCEMAFTER'WITH s.;T• G82[,21"LONU RIDGE i I RAFTER:RI7CE?Ra.FTER AilTHOUT CT C820 21"+LSSU OR L:.L i 8 RAFTERePLA7E15T1)D H766 z I HAI-I EH?PLA Ib HS OR H2.5 O RAFTER PLA—_.STt.D C920-8" LONG ( i C HEAUEWS I U-) H:3 SIMPSON CS20 21"LO HEACER-'JACK STUD CS20'2" LONG W � I I a FL(}{}R TO F_(?C]R LFTA 6f CS20 33"LONG I i � E SILIL7lrl' I�+SILL CSM36'LONG j STUD.-P-iTE CS320 16"LONG NLA =iSILL LN 14 I I l F ANCHOR BOLTS SSTB1c- �L i I G POST;INCHOR =vR CECKS C�;SERIES POST ANC HOR =C•R COVERED PORCHES A?L SERIES A RAFTER/RIDGE/RAFTER WITH Cr ! ---- --- --�- - ------ ' 7)OR 2X4-16' OdC COLLAR TIES A91N. I RAFTER KING STUDS RIDGE i RAFTER i STUD SIMPSON H8 OR H2.5 RAFTER WHEADER aj TOP PLATE TOP PLATE SIMPSON CS20 21"L SIMPSON H7 SIMPSON CS20 18"LONG ' SIMPSON H3 SIMPSON LSSU OR L SERIES SIMPSON CS20 12"LONG i WALL STUD WALL STUD 1 JACK STUDS Al RAFTER/RIDGE/RAFTERwiocr B RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUDC HEADER/STUD HEADER/JACK I � 1 1 I iI , 1 I f i POST I M I t O SIMPSON CB SERIES J Lu Z P.C. FOOTING Z I— I UC� Q 2ND.FLOOR WALL STUD 2ND. FLOOR WALL STUD ; Z Lli 1ST.FLOOR WALL STUD 1ST.FLOOR WALL STUD ' 2ND.FLOOR PLATE 2ND.FLOOR PLATE � Q or LLJ SUBFLOOR SUBFLOOR I G POST ANCHOR FOR COVERED PORCHES a' 1ST.FLOOR PLATE 1ST. FLOOR PLATE I _I RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR j SIMPSON LFTA SIMPSON CS16 36"LONG EVERY OTHER STUD AND SIMPSON CS20 36"LONG SIMPSON CS20 16"LONG EVERY STUD OVER HDRS RIM BOARD RIM BOARD 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES i DOUBLE SILL PLATE i POST j DOUBLE OR SINGLE SILL PLA a °a ; SIMPSON LPT4 s IST FLOOR WALL STUD 1ST FLOOR WALL STUD I FOUNDATION WALL a FOUNDATION WALL d a a SIMPSON ABU SERIES s P.C.FOOTING < a I 8 s I � . DRAWN: I RABOCH SCALE: NONE D FLOOR TO FLOOR D FLOOR TO FLOOR j E STUD/PLATE/SILL rENSTUD/PLATE PLATE/SILL KG POST ANCHORS F JOB : 157 I /Q_ � ` - DATE: 2-10-14 I ri ki `L SHEET NUMBER: 10 OF 10 1 L