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HomeMy WebLinkAbout39461-Z gO�04 TOWN OF SOUTHOLD BUILDING DEPARTMENT =� 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#: 39461 Date: 1/5/2015 Permission is hereby granted to: Hoffner, George & Hoffner, Bonnie 85 Mechanic St E PO BOX 1225 Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for. \�D �[�) At premises located at: 85 Mechanic St, Southold SCTM # 473889 Sec/Block/Lot# 61.4-30 Pursuant to application dated 12/22/2014 and approved by the Building Inspector. To expire on 7/6/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $664.00 CO -ADDITION TO DWELLING $50.00 T a� $714.00 Building Inspector Form No.6 s fir; 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. nPre-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. X��U�P/1J New Construction: Old or Pre-existing Building: (check one) /� Location of Property: e 3, V 0477-1o&Z) House No. Street Hamlet Owner or Owners of Property: 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: (check one) Fee Submitted: $ &Z�"l P77,Z-) Applicant Signature FIELP, Il�TSP QN RE OFrT DATA COMMENTS FOUNDATION(1ST) O ..7........P.i......... Y�N�� FOUNDATION(ZND) ROUGH FRAMWQ& PLUMBING A t� INSULATION PEII N.Y. STATE ENERGY COB ;19 PINNAL , ' A�7D #� C�f • TTS .,. A . .. . �- tv . ' cam• _ � o rn TOWN OF SOVTHOLD 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 (Z— /` Survey South oldTown.NorthFork.net PERMIT NO. Ce Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Jam- Storm-Water Assessment Form Contact: Cl Lt✓C—N :�;iq gTocm Approved ,20 Mail to: Disapproved a/c .11 /y Phone: Expiration ,20�(v 0 ilding Ins p to DEC 2 2 2014 PLICATION FOR BUILDING PERMIT Date , 2014 BLDG DEPT INSTRUCTIONS TOWN OF,OUTHOLD 11ts'apktion 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 shal I 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. (Si e ofV ,leant or name,if a corporation) �5 INV& IVr(2, 67- eA� a;liLigaddress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JE (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. f r�70"C-p Plumbers License No. Tr'�fCQ AJ00-A-( Electricians License No.1_44UPf rM 1tN 21-0c7- C 4 // Other Trade's License No. 1. Location of I nd on which proposed work will be done: �Gl N i c S r �PrS� tau r�fio�D /V . I � House Number Street Hamlet County Tax Map No. 1000 Section ` Block Lot ''S 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 /t/�/ f Y� L� �UW E)Z � b. Intended use and occupancy L sng/ E E �/V NUC 14 O A61T EZ),eH SUM 3. Nature of work(check which applicable): New Building Addition �/' Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost cD' 0®a • 0 d 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. Of 7. Dimensions of existing structures, if any: Front �b� � Rear 3(p / Depth 34' Height 2�5 Number of Stories 2 Dimensions of same structure with alterations or additions: Fronts ] Rears , Depth _Height, JF— '� HeightNumber of Stories 8. Dimensions of entire new construction: Front 5 Rear ` �/-5 Depth 2g• 5 Height Number of Stories 9. Size of lot: Front+ Rear • Depth 10. Date of Purchase '� Name of Former Owner' 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 V4Will excess fill be removed from premises? YES NO_jZ t )2�ij &AJ, )vl dd-�w i✓d� 00 4644A-116 r 14. Names of Owner of premise A ress Phone No. Name of ArchitectW9t4/CZ1WWR �ddress/&U 34&51M 40 Phone No(o�yl Name of Contractor Address No. �D/C4 X1445;0 `7villv4S r� D 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO &'on * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) atopkElE, being duly sworn,deposes and says that(s)he is the applicant (Name of individual sig in ng contract)above named, (S)He is the /Va�' (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 this 2` day of DG—��W20� Notary Public,State Of New York Commilimaox �L �� SigT f Applicant 8 1 ill- Scott A. Russell _ S�C'�0�)[Z��JMAT]EIK SUPERVISOR U 1AANA1G IEIA IENT SOUTHOLD TOWN HALL-P.O.Box 1179 O 53095 Main Road-SOUTHOLD,NEW YORK 11971 ��J a� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) ------ ----------- -- - -_ - - - - DOES THIS PROJIEC r INVOLVF, ANY OF THE FOLLOWING: Yes No (CMCK ALL THAT APPLY t ❑ A. Clearing, grubbing, grading or stripping of land which affects more } than 5,000 square feet of ground surface. El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- -I E]�C Site preparation on slopes which exceed 10 feet vertical rise to 1 100 feet of horizontal distance. I " ❑ []/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I" erosion hazard area. FiEkE. Site preparation-within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E11[eF. Installation of new or resurfaced impervious surfaces of 1,000 square t 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.0 APPLICANT: (P operiy Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ": 1Date 0000 stric Et(_E`/V!, Section Block Lot "'g V., I-OR BURLDING DEPARTNIP "T USE ONLY .._ 3 !/ ` Contact Information: lL� 79q.4 Reviewed By: Date Property Address/ Location of Construction Work: — — — — — — = — — — — — — —J — — r Approved for processing Building Permit. p � �'�/. d' A)F �` — — Stormwater Management Control Plan Not Required. )L _Ijb % Stormwater Management Control Plan t�,Required (Forward to Engineering Department for Review) FORM 0 SMCP-TOS MAY 2019 • � �a r. k14 . GUa�^crr�teGd fo H�ia�t�rcarr Trft� trr.�ui'rfrit:�: y -.__ o � Jfofc5Co. a -stoeq F � � c ' T NAUTHORIZED ALTERATION OR ADDITION O THIS SURVEY IS A VIOLATION OF }( � •-�Y _ �7�j ;�� ~�7 ~' �� ' ECTION 7209 OF THE NEW YORK STATE DUCATION LAW. -,- •— - ) OPIES OF THIS SURVEY MAP NOT BEARING - HE LAND SURVEYOR'S INKED SEAL OR _ i �. MBOSSED SEAL SHALL NOT BE CONSIDERED - - - - , J•� •!-" L �;, - O BE A VALID TRUE COPY. 14,611- '.r 4 UARANTECS INDICATED HEREON SHALL RUN �4 NLY TO THE PERSON FOR WHOM THE SURVEY PREPARED,AND.ON HIS BEHALF TO'THE t tTLE COMPANY, GOVERNMENTAC AGENCY AND ENDING INSTITUTION LISTED HEREON, AND ;• r N O THE ASSIGNEES-O�THE LENDING INSTI• i` :_ _ a _ •.--r--^^ e! 1�t} TION.GUARANTEES ARE NOT•TRANSFERABLE" V ^•••"----`^"�"""""""� ��' ter....._.,--------- - 0 ADDlT10NAL INSTITUTIONS OR SUBSEQUENT ..._..._- ; TOWN OF SOUTHOLD PROPER'L'Y RECORD CARD OWNER STREET <T VILLAGE DIST. SUB. LOT Clot FbRMER OWNER N "E ACR. S W TYPE OF BUILDING RES. Vo SEAS. VL., FARM COMM. CB. MICS, Mkt. Value LAND IMP. TOTAL DATE REMARKS Goa �o o v y v t� VN/7Z X6'tr (o /P 7s' ,.3gzoo b A 7PlZ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value l Acre 61019-f#,fi1 Al R D -rH fZ o u G 14 1 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH . House Plot BULKHEAD Total `'�I ``� DOCK • _- ; ..y. COLOR c✓ 7' TRIM k//-/- 4, l-/, ts '-.•- "-t •��==`: u.. r. �^::^.c Wit_ O_—ea/ P S M. Bldg. 3 02 = ' z 3 ,3 y P Extension Extension Extension Foundation Bath Dinette Porch C 1 Basement L Floors Porch Ext. Walls Interior Finish r'L as �� e LR. Breezeway Fire Place g Heat 5 7-E",4M DR- Garage _ S` ! g v Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. Dormer Driveway Total y°a gxp � / - s,. P RED AS NOTED DA " B.P.# et I FE — BY: NO" IFY B ILDIiNG DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOL .OWING INSPECTIONS: I. F UNDATION - TWO REQUIRED F R POURED CONCRETE 2. R UGH - FRAMING & PLUMBING 3. IN ULATION 4. Fi AL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL ONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I GO)NI PLY ,"JIT H ALL CODES OF I! NEVV YORK STAT_ & TOWN CODES � AS REQUIRED rAf`z17UOND1TTONS-OF s0UTH0LD'T0 NZ8A— I1 ' �'�'" -�.., `�t�HC�i.DT@Gt11�PL�NNfPIG-BOAs4 l OCCUPANCY OR . .o U�sU sTpR USE IS UNLAWFUL FTi�FTo Tr WITHOUT CERTIFICATE �NCp�q�'TR9UNpFF OF OCCUPANCY . F X36 PLUMBER CERTIFICATION ON LEAD COMTL EIVT QEF. RE - CERTIFICATE-6#OCCUPANCY SOLDER USE; '°IN NATER °BUPpLYSYSTEUCANI1f0T EXCEED MOF i'°J iZAD. , Ei ti PLUMBING ALL PLUMBING WASTE F ',''•<<=R LINES NEED (;:)VERING i t j L ' ON NAILING SCHEDULE PLAN CONTENTS: E N E R A NO TS WIND FRAMING NOTES ROOF FRAMING: OCCUPANCYA DWELLING Cn 1).RiDGEJO-RAFTER ASSEMBLYBUILI)ING USE 1-114'x 20 gougop Shaw strabo omr- I b each pale o rafters in socordence to table3.4. JOINT DESCRIPTION NAIL NAIL NOTESCD an r collar tis b used In leu d a ridge a&*the number d 1 Od common nails required QTY. SPACING I T Ch CONSTRUCTION NOTES: in each end d the°0�be need not sxoesd A's tabulated number d 8d news In the strap. RAFTER TO 8'WALL;3-8d coMMON EACH TOE44ML T FT. CONSTRUCTION TOP PLATE IV WALL:4-8d COMMON RAFTER rn j 1).The Information within this set d construction dodxrerhe ls releb0 b NeNc dsrliprr 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3.8d COMMON EACH DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESM11AL CONSTRUCTION CODE AND intent and laming detews.They are kierhdsd e.a oorhortrutdon aid.not a eubetiu>t9 R oft and shear wait owmocoms ler refer,osllkg or truss b by plse&hall be in TOE-NAIL 199 C H ill TI FRAME Tl A w a � ! is j for generally socepted good building pnmr&i and oonVilance with current Now York sowrdanoe b table 3.3.When a rafter or trhres do not fail In line with studs below,rafters TO TOP PLATE 10 WALL 4 8d COMMON JOISTFRAMING ELEMENTS AS PIER FLOOR Stab building coda.The General Corrtracor ls ropo»bis for provldkhg standard or mono shall be au0arfn 1 b the well top Plein and the well top plat show be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE P AND r AL NO -a �° to b the well sled with uplift conneab".Roofs overhanging the rake+side d the bull ng PARALLEL RAFTER WFCM-SBC LAP NAIL EXT. BALCONIES 60 0 d construction details aid pr°°edures to arheure a professionally*fished,strudurawy CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE sound and a weatherproof complNed product show be casheced with upNfi CorxhecGor>e b accordance with table 3.3x. OVER PARTRK)N WFCM-SBC LAP NAIL AETTiCS w/o STORAGE 0 U ! 2) Ito Gonero CorftcW isrespon for onsuving rat a1 work and 3).WALL-TO-WALL ASSEMBLY: COLLAR Tit: AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 moot;current federM,stats,County and local Codas,ordinances and ragu�' Waw suds above and stria below a floor level show be attached with,rpwtt connexions in i rn i These codes are to be considered as part d the spsdlleeh"ler this building and a000mhr=with table&3b.When wall studs above do not MI In line+hitt etude below,the TO RAFTER WF6M-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF GROUND SNOW LOAD) 2�'t1S. hit should les adhered b even N let variance with the plan. (LIVE LOADS PSF) n soda ahaw be agedred b a oomxrhon member b the floor essemblywith uplwt oaxskdors In BLOCKING 2-Od COMMON EACH TOE ROWS (OTHER THAN SLEEPING) 40 .-. accordance v�ebb 3.3• TO RAFTER END twilit ROOMS (SLEEPING) 30 3).Dimensions sh3w take precedent over scaled drawings. RIM BOARD2-18d COMMONEACH END STAIRS 40 (DO NOT SCALE DRAyyINGS� 4),WALL ASSEMBLY TO FOUNDATION: TO RAFTER I I END I NAIL First wall studs enol be connected b the foundation.sill pleb,or bottom plat with uplift A R AILS. ANY CTl i 4 14).The engineer has not been engaged for consM,odon supervision and anxnes no Conneft .Stat straps anal have a minimum embedment d 7 Ir c hes in canasta WALL FRAMING: resporebiwty for wrldr cion coordinating with than plane,nor resporalb W for amt oebon ghats,l5 indres in mosor"block tound-Aone,or lapped under NAIL NAIL _ - t it sm ns In saxxdana with table 3.3b.When seal snaps are lapped under the JOINT DESCRIPTION NOTES LOAD PATH SEE CONSTRUC iION AND`r -0 PATH CONNECTION C°rhetrhJCtlon rrnaru,msOroAs,bchriqua,9equerhoa Or prooadteas,Q•for!eAlty plate QTY. SPACING prscerrlloru and program h oonnek,°Oon with gra work Tiers ars no wrarrantles for bolbm plata,3 leucin aqusrs wa9hlae shell be used with the ander lectin.Anchor bow TOP WATE TO PER FACE NAIL - TI P p y Isla b be and tlsed In mocordence b table 3.2r.in addition b sped, 2-18d COMMON specific use expressed or hnpiled In the use d these plane. a�°ad TOP PLATE FOOT SEE NOTE:1 AI SEE (NERAL NOTE PAGE anchor boles ars b be spaced between 6.12 Inches from itle end d a sill plate and all ! ANID WINDOW SCHEDULE 5).Refer to the Window and Door schedule for adwW openings. TOP PLATES AT 4-18d COMMON JOINTS FACE Fj �p A NS INTERSECTIONS EA.SIDE NAIL - FIRE PROTECTION 4}.The General Contractor ls b arnsuxe gat masonry or prsfsbtaced firoptea Moab 5).TYPE I EXTERIOR 8HEARWALL CONNECTKM: STUD TO 24' FACE SEE FLOOR PLANS or exoveds msrn46ftr9's specifications and appliable coda I eattooki sheer wale with a minimum d 7116 Inch wood Wictural panel on the exertar S.� 2-18d COMMON O.C. NAL SM do 2 TOR aftechad With 8d 0011x1101 raves at 8'o.c.at the psnal edges anc 12'o.c.in the told,and - STICKCONSTRUCTION 112 inch wewbosrd on the Irieriao s-1 'I''d with 5d order rafls st r o.c.st panel HFHEAD TO 18d 18"O.C. FACE S j . 7}.The General Contreolor ls b txxehAt with iha ownerlor si bulNrh Mama emdgyiT c.In t e fbid stall be b eccadence with the length roWi ements HEADER ALONG EDGES NAZI ENERGY CALCULATIONS RE CHECK �. R 1 such as bookcases,shelving,pantry,dowels,trine,etc. tie&1�. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END A. - 8�Wind toed requirements s h ll be MW kio account during lir dructl n• PLATE TO STUD 13-16d COMMON PER 2x8 STUD NAIL ).TYPE 11 EXTERIOR SHFARWALL CONNECTIONS: f ' I BOITOM PLATT TO: FOUNDATION NOTES: Type N exterbr deara.ws atoll mheel tie regh�rsrnerie d tabic 3.15a b thnea the appropAete FLOOR JOiST,BAND JOiST, 2-15d COMMON �T SEE NOTFACE E: � 1).The General Contraobr and Mason b review pians,elevations,fetal and now b logo hajtaNtNsri flexors b inlet 3.16. END J01ST OR BI.00KlNG determine d ine intended haiglflniNef floor(s)above typicalINTERIOR BhEARWALL CONNECTIONS: FLR F �11) Allowafteffidn' m bnpta WOv91118d in table 3.14 chew be permitted to be Increased when NAIL NAIL 2).All boo to rest on undlsturbod(virgin)sow.Assumed benkg 3000pd pnbrfor slhenrw aro used.SteaOhkhg and connections show be in accordance with _ JOINT DESCRIPTION QTY. SPACING NOTES 2.4.4.2"2.2.4renp. iNely CLIMATIC & GEOGRAPHIC DESIGN CRITERIA I 3).Prvvtde 12"exper>sion joint mhaberio Lrsaureen concnse slabs and aDuRBrg 4-8d COMMON JOIST TO: PER TOE ' cwaole or mesaxy wall o�g b anterior or unheoed h ihmkx area. }.CONNECTION8 Aft011lD EXTERIOR WALL OPENMK3S: SILL,TOP PLATE OR GIRDER JOIST NAIL FLOOD . GROUND WIND SEISMIC FROST WINTER K3=8HIEL0 lbrgkder corrections show bo ageded with uplift wnnedJ(m in accordance BRIDGING EACH TOE SNOW SPEED DESiON TFEf t13 LINE TERMITE- DECAY cis t UNDERIAYMErfT Hoeft andHAZARDS 4).Any new oancl wails bsu'g attehehed to exidi g axxxate structureshell inlets 3.5.Window slit plates stew be have steel eonneciors Ir r+ocordanoe with table TO J014 f 2-8d COMMON END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED bel Malec w I1h*4 ra4w,1 r long d 12"o.c..Use approved epoxy for hhsegatlon. 3.5. - BLOCKING 2-8d COMMON EACH TOE LBS. 120 B MODERATE SIJOFiT TO - l 5).Unless otherwise noted,d slabs an grads b the 25M p.s.L.Oonasts to be qi DRQ•lip A r18LY; TO JOlti? END NAIL SEVERE 3 FT. _ TO i�AVY MODr•'RATE 1 poured on 4 inch thick sand or gravel fill with Bub wire mesh rainbell ell IMarbr slabs a ridge ls b les used ase a strurcaxal thsarrh,Ohs raibera stallsit her be nolded and BLOCKING TO:. EACH TOE ! SILL OR TOP PLATE 3-15d COMMON BLOCK NAS 1N i b be minimum 3-112 khdn dick. on top d tie tam a slops oonredos slaw ba attadhad b each ra<Isr�o-ridge along lie open aMing part d the bidding.Conrexbns b the ridge and well shill be be LEDGER STRIP 3-1� EACH FACE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: COMMON 6).Crawl apexes to tui prodded inxrm with a mk18*a4 ea sooopening.kidd one with to above requirements. TO BEAM JOIST NAI_ NAIL SPACING NAIL 9PACIN%AT INTERMEDIATE 6x16 cast kon b"istion vent bravery 150 sq.iL d area. E D PORCH NOTES: JOIST ON LEDGER 3- PE2 TOE sHEAT1�ING LOCATION AT PANEL£Du3ES SUPPORTS IN THE PANEL FIELD NOTES % ?• n Damhppoof.xerior d f«,naatbnwith blearirhots aoatlrhg a per..albn 8406 aE ' DECK AND COVER 8d COMMON TO BEAM JOtSTT NAIL 4'PERIMETER EDGE ZONE Sd COMMON®6'O.C. ! 8d COMMON Q 6`O t. SEE MOM:1,3 N.Y.S.Raiden6at Construction Cods.A 8 mil polysghylerhe flim shall be applied aver 1).Urias ad noted,all framing maerlel b be 41 ACQ pressure treated lumbar. BAND JOIST PER END SEE NOTES:1(90TH F {wieners,hangers and ardmn b be galvkiaed ar stshhoes steel. 3-18d COMMON INTERIOR ZONE 8d COMMON®r O.C, 8d COMMON®12'O.C. i the below grade portion d exerbr waft prior to badcflling. TO JOIST JOIST NAIL NOTE:T FOR PANE? FIELD. j BAND JOIST TO: PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRU83 8d COeAMON 4'OF, ed COMMON 4'O.C. SEE NOTES:1,3 8).Drai age o per s won R405 d N.Y.S.ReeidenlW Corauudbn Cade. I 4 Gkdrrr for deck pits b be boNad b each pod with wheelers and nuts. SILL OR'fOP PLATE 2-1 ed COMMON FOOT SEE NOTE 1 ! Gkdeis on connate plers shave be anchored wAOh proper steel eon necors anchored FRAMING NOTES int condstswith s a,Inirt,kxa 112'die x r long anchor bolt with washers and rx,ts, N� MAIL 1).All inning techniques end methods a presalplive design d IMSBC High Wind 3).Pools supporting gWm"be anchored b a 1nIn12'thick concrete tboikhg. _ JOINT DESCRIPTION Q NAIL SPACING NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �; ri► Edition Wood Framing Carwhwilon Manuel. 1 use a Minimum 112'din x r long anchor bolt wllh washers and nuts.Footings Shall AS PER TABLE 3.8 1).For roof afheaOnkng wl0nin 4 feet d Otis perknebr adpe d ins rod,knuihrdkhp 4 fast Inst each .lie d to roof peau, � be 3 R.bsiow grade.Comate plers b be wed with sit padheskiecks with rods or pergolas. STRUCTURAL PANEL 8d 2).Unless otherwise noted,ail framing and structural wood mheerlo b be 1e?+BTR.' VVFCM SBC the 4 sod perimhebr edge zone ettsahments naquked show bound. j Douglas Fir. ) D.dc pine b haw' d go°c CEILING S H EATI"I I N G: 2).Tabulated 121nch o,c,naw apedrg aaumn shook g egakted to raft/eruct wamkV members wtlh G>0.49. LU ' 3).Flofa, callings mid mhos b be spared d 16 kxtm o.m union noted ),A mh*nu m d 10 inch Msrhkl9 dew be inhaled bolhwaerh the building and ledger. NAIL NAIL For hsmkhp mernbera with<0A2<0<0.49,tis naw sped, shallbe reduced tr 6 khcha o.c. 3.Floors,walls, JOINT DESCRIPTION NOTES 3).Tsbhiabd 4 itch o.c.new Ledger b les fastsnsd b building with 12"die.tuhila with wheehsre and nuts QTY. SPACING I spacing aaumss sheathing to raft ltrkas frerrrirng members wlil t3>0.49.For Mase tesded. GYPSUM r O.C.EDGE 4).Urias otherwise noted,ell banning waw headers b be(2)2x10112+BTR Fir WALLBOARD 5d COOLE:RS 10'D.0.FIELD lerh>kg members with 0.42<G<0.49,the new spacing snail be ieduxad b 8 Inches O.C. Boo"wall headers b have(2))sck sleds and(2)full WVM sada an each aids of all ).Connate plars show les a mhbn1111 M(•above grade. ' openk,ga.LVL heedere to have(3))wc k wince and(2)ful Wo sands on each akda d I WALL SHEATHING:-. openings.Bearing waw window its shall also have(2)window 9n pleas for 2x4 aril 'n. joss�b be auppored wbOr hangers and anchone.Each Joist anew Oso be anchored openingsbd ern 4�i and 2x8 waw openings between S1land 8'9.Provide fire JOrNT DESCRIPTION a �� NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS:and 8).Covered Roofs ow be areembled and anchored Os same manner a atypical building. STRUCTURAL AS PER TABLE 3.9 NAIL SPACING NAIL ORIS IN THEAT INTERMEDIATEPFIELD 1 5).All lush beemdtsaft b bo knefatiad with heavy duty gelvkhtred hangars and PANELS COMMON WFCM-SBC SHEATHING LOCATION AT PANEL EDGES" SUPPORTS ON THE PANEL FOLD NOTES anchors whole applicable to all connecting joists. PLUMBING NOTES 7/18"OSB 6d COMMON 3'O.C.EDGE V EDGE ZONE 6d COMMON®0`O.C. ed COMMON Q 1r D.C. SEE NOTE8:1,"BOT"FIELDS) ' { � j8).Double up boor)onsets under wells Oat run gonial b the floor plat old uxhdar teOrthiss 1)•AN whaler upply-dreiroga vsnNn9 b keewed w per N.Y.S.Roidentto PLYWOOD 8'O.C.FIELD NOTE:2 FOR PANEL FIELD Foos to have ceramic tib kstewed show b e val for proper lead capacity union noted Code. GYPSUM 5d COOLERS r O.C.EDGE INTERIOR ZONE 8d COMMON®8'O.C. 8d COMMON I®12'QC SEE NOTE:3 PNS WALLBOARD 10-O.C.FIELDan i 2).Valy seplic system wN h the Engkser ler Su flowk County Hedtrh wplo+ro. NATES FLOOR SHEA IN - 7).Provide doakkglbrkWg In floor Oft d 6'0 o.c..Use sold blocking In floor 00 ;I under all Charing wawa 3).I wd studs,plata or jofde are wt out du"Installation ler any plumUng rolled work, JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTiONE"SCHEDULE NOTES ONLY. I prw4ds bracing and plain b protect and secure the shun.Vertly with the QTY. SPACING r I i I ' 8).Provide krouetion bafites at sews vent between ratters.ketaw dreg blocking as Nota and marxrfec6urds leaonxrendatbn for maximum hole size and spacing pemnitted. STRUCTURAL PANELS 8d COMMON 8"O.C.EDGE 1).For waI iheaging wltMn 41st d the comers,the 4 foot actin tong ettedsthant ragnksrrharrts thaw rne.ded' HVAC SYSTEM NOTES VOR LESS 12.O.C.FIELD, be used. 9).Union otherwise noted,all roots and shaft b has a minimum 17 thick,4.01 Fir ' 1).Md&Wvcal�is responsible for adheering b aoilapplicable codes and safety NOTES: 2).Tabulated 12 itch o.c.nail spacing animas sihsrOinp aftaoihetl b said honing members with CDX exterior sheathing grade plywood.Plywood to cover over plata and headers. G>0.49.For freming members wiri 0.42<G<,the net spacings"be reduced b Skid o.c. l THESE NOTES ARE ONLY TO BE REFERRED To IF I ' 10).Unca olmWes noted we SW thick T&G PTS Fir or Advenedh plywood bublim 2).HVAC�18 b AMY Wordinele all system data and requirements*0 the MENTIONED IN SCHEDULE NOTES ONLY. 3).For rxberbr panel odkhg,geivkized box nava shall les pemhMted b be w�betluted for common Haws'. I sdiherod with PL400 adhesive and strewed b floor;ossa.FiniM►ed floor b be khelWled � • squoyleMover aklblloor as par menlifect red Insbuclbns, 1).Nailing requirements are basil on well shaft 3),HVAC euboonasc for b phonics tirhal system layout drawkg and submit it b the General nased 6'on-center at the panel edge.It waw sheathing 11).All bothroomh web b have 17lft ffdsax*40W$b rht slmb Garage ar101 andCortsdor end owner for O �ral review and approval. Is nailed 3'on caner at the penal 9M to abtak►higher ! cell"and over fumrce to have 518'thick type-x wheat: All other pare d balding sheer capacities,nal;ng requirements ler structural j b haws regular 11r*w4rodk.All waft b be toped and tinisled. ELECTRICAL NOTES: members shell to dcubled,or altemab connectors, such as shear platen stow to used to maintain load peth. M.All rod with a p li cdh lass than 4:12 dati be keeled with on toe 6 Wath bsmter or 1).M elech m e b be keas per N.Y.S.Residemtlal Construction Code. approved equal.Flat roan shall be applied with a Fbeegias bees shed with an EPDM 2).When wall sheathing Is COntirwis over connected torch down type rtaterio over. b 4 AN aMol k work show be approved by a qu~Undsrvmter. members.the tabulated number d nails shall be permitted be reduced tot-16d new par bot. 13).All elp plebs end wood inw led with cora b be preertraa us bed.Sit plass b ).3Ineltelt Smola dnbecbors and Carbon Monoodde dsteeb M Ohroughotrt as per section R317 _ be Irhsewed with a foam sill gasket and cop-rpt temnla shield or approved equal of N.Y.S.Raiderdiei Oorhabucgorh Cede. �- �0516_ ROf cSi ���� ' i j CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST %T CONSTRUCTION CONNECTORS CONNECTION LOCA','ION: PART NUMBER: NOTES: 0 -4 RIDGE-TO-RAFItf RS LSTA24 APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER u APPLY TO EACH RAFTER00 RAFTER-TO-PLATE RT1 5 NOTCHED RAFTER USE WITH SPTH4 CONNECTOR) 00 t RAFTER __e RIDGE PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD w-0 N 0 'o RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD 0 HEADER-TO-JACK STUD LSTA12_ APPLY TO EACH JACK STUD w in CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-E tL PLATE MSTA36 OR RS16-R (USE WITH 3" SQUARE WASHERS) TYPICAL RIDGE TO RAFTER STRAPPII IXEIC&RIDGE BEAMTO RAFTER STRAPPING UK THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR 1130j CONNECTION AND THE 2 OTHER STUDS FOUNDATION W.DIA.ANCHM BOLT FOR ALLOWING AN(>fOR 9OLT CONNECTM CONNECT CORNER STUD SUM$ORTING WXIMVM RAFTER HOLDDOWN INSTALLATION SILL PLATE TO FOUNDATION TO TRANSFER SHEAR I STORY 72*Oc (CRAM SPACE OR EQgYN�M) FASTEN WITH (2) 16d TOP PLATE SU PLATE TO FOUNDATIM 2 STORIES 3r OC TOP PLATE COMMON NAILS @ 6'O.C. SPAM OR FOUNDATION) T O!C !d 44 E) b, I I c %7 FOUNDATION. 4) j i : i WALLBOTTW 1-2 STORIES ur OC (Va4 WALL STUD USE WITH 3X3 SQUARE WASHERS SIDEWALL - ENDWALL WALL STUD "N (USP LBPS58 OR BP5W) �ALTERNATK TYPICAL RAFTER TO WALL STI RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNEQIQN- Lu 2ND. FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD SUBFLOOR WOOD JOIST RIM BOARD c HEADER BLOCKING WOOD JOIST I ST. FLOOR TOP PLATES JACK STJJDS GIRDER/HEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD TYPICAL HEADER CONNECTION i JOIST FRAMING OVER WOOD GIRDER _jQIST FRAMING FLUSH WITH GIRDER/HEADER MIMMLTI-STORY CONNECTIONS 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE f ir SUBFLOOR SILL GASKET & TERMITE SHIELD WALL STUD RIM BOARD WALL STUD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOORDOUBLE SILL PLATE DBL. SILL PLATES DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) 19 x FOUNDATION WALL FOUNDATION WALL NE ° T ` Q. SILL PLATES M FOUNDATION ANCHORING BATHTUB DOLMLE-JQIST FOR NON-BEARING WALLS I ST,FLOOR DOUBLE JOIST FOR UNDER A R TO FOUNDATIONM S_ • FRePA&e PA t4 F, MMM WI "JD RESISTANT CONSTRUCTION CONNECTORS OTES a% DECK 8c PORC1-1 H CONSTRUCTION DETAILS & WIND LOAD -' ATH CONNECTION DETAILS I; ONNECTIO14— OCATION PART NUMBER 4 POST, F A 44 4 " " i > POST F ANCHOR A w T i v Z l rn 0 ' lj I } %0 x6 POST TC H A R 66 K 6 TYPEH POST co 0 M T I A R 1 R A 4 } RAFTER N c * � ;! O. , w � � ! SE ON EACH RAFTER. MPA1 USE ONLY TO--HEADER TDOWN RT1 5 FOR EACH RAFTER 0 ix o AFTER TO Lk .GER BOARD TMU26 OR MPA1 0 2 RAFTS U. = THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER MIND RESJSTANt CONSTRUCTION. V N � I LEDGER F( .LOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE NAILING SCHEDULE HEADE ROOF FRAMING: I i . JOINT OESCRr" MmL8PA L NOTES RAFTE I i RAFTER TO V WALL:*ft OOMMION EACH TOP PLATE 10 WALL 4-M COMM M R*-ER TOE AL CEILING JOIST V WALL:add COMMON EACH TOE-ML iAII %{ j TO TOP-PLATE 1a WALL:448d COMMON JOIST J F PING RAFTER TO WALL CONNECTION A( TERNATIVE RAFTER TO HEADER CONNECTION AMIRCEILING RAST FTER ASNEIITABLE3.7 L°ACIi FACE TYPICAL_RIDGE TO RA TER STRAP PARALLEL w►FT>=R W�cM-ate LAP w►li ; CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE RAFTER �WFCM-sac PER TAM 4 END FACE p• I i� STAIR TREA TO 2-�COMMON EACH rOE END NIAIL GIRDER/HEADS oI 2-18dCOM�AONEACH MAL POST- RIM BOAR WALL FRAMING: �. POST COLU STRINGER-L----- J0019 '�L ' �• �^� '' I / ° ° TOP PLATE TO PER i RIM/DECK J O I T`OP PLATE:, 2- Q0"Mh 10N FOOT F' " I I o INTERSE 1TOP �ION�S " 4-18d OOI�AONEk SIDE FACE ! " STRINGER TO DECK�POR�H CONNECTION GIRDER/HEADER TO POST/QQLUMN CONNECTI©N sTuoTo 2-1d'C00" 24" FAGS j I sTuo HEADER TO III*O.C. FACE 16d COMMON hlrrn ALONG EDM GES MAL TOP OR BOTTOM 2-16d COMMON PFR 2n4 STUD END I POST TO DECK f PORCH CONNECTION PLATE TO STUD 3-16dCOMMON PER 2hdSTUD NAIL BOTTOM PLATE M.FLOOR JOIST BAND JOIST. 2-16d COMMON FOOT FACE NAIL O- END JOIST OR BLOCKING DECK JOISTFRAMINN NAL NAIL JOINT DESCRIPTION QTY SPACING NOTES PER TOE GIRDER/HEADS SIL.,TOP PLATTE OR ORDER 4-6d COMMON JOIST NAIL ` BRIDGM 2.ed COMMON EACH TOE GIRDER/HEADE TO JOKT END NAL 0 BLOCKING 2-'dCOMMON ND � POST/COLUMN— SILL DR-BLOCING M:OP PLATE 3 OM 16d COMMON NAIL POST/COLUMN LL TO SEAM 3-16d CQMMAON JOIST NNL ! JOIST �'-°dCOMMON� J � BAND JOIST 3-IM COMMON PER FIND TO JOIST JOIST NAIL SILL OR TOP PLATE BAND JOIST M. 2.164 COMMON FOOT TOE NAL ! ii GIRDER HEAD R TO POS CTION I H A R T P MN CONNECTION ,101ST TO GIRDER/HEADER CONNECTION JOINT. IP►�,I NAL s AL NOTES I STRUCTURAL.PANEL � As PER TABLE 3A � wFCM-89C i I ` DECK AND COVERED PORCH NOTES: 1).Urian o6urwlw noted.dl 1r„rkdnp lmlm b be#I ACQ pnaun treated kmvdm. i AR le w o 9 hohnpwe end anda b be gd*daed a eI ml I I e seat. 2).GMM for deck JoIIM b be bolted orm dhawd b Nch pod a pbr wm wodwo and nub. ! ' oonaeb wflh a nhp Yhirnhnn 112'diaxlahp atm bdt wkh wedws old I 1 GIRDER _ 3).Poeb w+ppo"gMden.hell be akxlw b1 a 12'Y rxlr fft oonorw taft • POST Use a llnln, m 1R"dim x r"Oda bolthMth an wnhen d nub.Foo6 v be 3 lt.bebw Wmft Grden WO ro NIM hob 17 Ole.ohxnxeM pier 3'blow graft.• ' j • WOOD JOI 4).Deck Jolla b hwe bbddn0 d 811 .„ • 5).A minh.u, d 10Inch ftW inp dullbe Mhdebd we but n 6u Ettddkp and bdper. „ „ „ GIRDER/HEAD �L to be Wbned lQ bk#np* 1 @T db.bob*0 wuhm and Hole I i CONCRETE PIEFN > 12 x12 x12 CONCRETE FOOT > „ , - A - � , na - 6).Coeb mi pW*shell be■"* m Ir dxnw grade. WOOD JOI S •, b�Y v v OMdaRa)b b•wrpporbd hMlh Twgen and andhas.Each JoW du1*0 be Ed ioFed v i I Y `w 6).Caered Root dhaw'ps aeeenhbbd and ancEhowd the Nle mum M a • >' ' PQST TO FOOTING CONNECTION G �► CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GIST FRAMING FLUSH WITH GIRDE.RIREADER , GROUND WIND SEISMIC FROST WAR ICFSHRD FLOOD ; GIRDER TO CONCRETE PIF_R, GQNNF,CTION ,,0 EW � � CATEGORY+ TM � T>` DECAY T UrD HAZARDS I I ; ! 45 LBS. 120 B SEVERE REOUMD 3 F1. TO VY TO 11 NONE - I ! N. NT C-- '' .� 0.>1 4 i .: WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR WALL OPENING PROTEOTION OE120 MPH 3-5E00ND WIND GUSTS ( MAXIMUM MEAN ROOF HE I OHT: aN �') - --- -- - - Lo Z ICC t WATER 5hlCLD TO K a Y r 24'FROM EDGE Of ROOF Q1 t MET. DRIP 2- TOP LAP i ado SHUTTER ASSEMBLY I � � o�A � 4- TOP UIP W"AT'FELT`` 'S ,� � � chc � ALONG RAKE O% t • W Z7 N FOR PANEL SPANS: O < 4'0 WIDE SPAN I - ,� Dr c0� c o M 23/32" (3/4") APA SPAN-RATED 48424 SHEATHING GRADE PLYWOOD I , (OVERLAP AROUND OPENIN65 4") I 1 MtTAI� ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING IN/ ' I I � 9'5TARTM 5TRIP #I Ox3" (w/ WASHERS) &ALV I NI ZED OR 5TAI NLE55 STEEL , , OR COUrt5tr OF WOOD SCREW ® I6" O.G. I I SHINGLF5INVERTED ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: START FIRST COURSE #10 TEE NUTS ATTACHED TO 13LD6. W #10x1-1/2 ( W/ KA%SHERS) I I WITH FULL 5TRrP MACHINE BOLT ® 12" O.G. r�' I 5TART THIRD COURSE START SECOND WITH FULL 5TR1P COURSE WITH FULL MINUS FIRST TAB 5TR F MINUS 112 TAB lo i - I ALL ROOF SWGL S SBALL RAVE A UDf8M OF SIX FASTENEW PIRR SHMLS. � FASTBN= 3HAU BE M. 12 GAUGE SHANK GALVAN® NAILS 1// K[N. 3/8' DIA. HEAD C1 • I TYPICAL ASPHALT ROOF SHINGLE DETAIL O of I I +- .c II -v 4- kdULTIPLE SECTION A55EMBLY: •�4 V I 1/4" THICK BOLTS ® 2' 00 II II ch II II c � c N c M W NO W DOABLE ROOP 6HEATHINB (tj - , �' I.r' I„I•' HRST TOP PLATE NAILED PER COOL-TO I I I I I I P F EV 00I16LE TOP PLATE SHUTTER ASSEMBLY i , RQOFIN6 ISARBE RAPTEIwt ....................... ..... ..... .-...... ;' I I •' I I - FOR PANEL SPAN5:4' OR WIDER SPAN ....... 23/32" APA 5PAN-RATED 48/24 5HEATHIN& &RADE PLYWOOD I I (OVERLAP AROUND OPENIN65 4"9 I I FKa14IH6 ' „ AWCHOR 9 MAX. 2x4 STRONG-BACKS ® 24 OG GNEAR WALL ZxSLOCK14G 124 010.6. II II ASSEMBLY: i l RASE STUDS COur1NU0us 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) 6ALVINIZED OR I , �'`� TO SOLE PLATE STAINLESS STEEL WOOD SCREW ® 12" O.G. I.{ ' A LADDEV&#IoOKoU74. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDIN6 w/ 711E GAMEDIMiLlJ4lOIJ AC CEILING ISLOCKIN6 61'ANL'L I?APrW. 4 t iG IU.012 DIAPHRAOM' t-6 #10x3" (w/ WA5HER5) GALVANIZED OR 5TAINLE55 STEEL 24 IU.O.G. PROVIDE-4 IF REQIlIREt� WOOD 50REW ® 16" O.G. 4rRE &Tla AUD UAILIu6 WALL 60WI,II146 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: F&P a0 t•D-Ira RAI« NAILED PE1e COPE #10 TEE NUTS ATTACHED TO 51-126. W #10X1-1/2 ( W/ WA514ER5) MACHINE BOLT ® 12" O.C. WINDOWS - GLAZED OPENING A PPOIzrED 6YuLADK�4 A �146LH�WAD �A K C-H PROTECTION 15 REQUIRED FOR ALL &LAZED AREAS. _ IN ACCORDANCE WITH LARGE M1551LE TEST OF ASTM E 1986 AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FA5TENER5 TO BE DESIGNED TO AL16N WITH WINDOW JACK POSTS , HEADER + SILL PLATE. PANELS To BE ON SITE.LABEL LOCATIONSINTAINED ON EACH PANEL. �� -N E ir,� • S �� co��' ', zit: k N LO Z 0- O N +}- ON I � a c6 j. W N [� O O 0 O d LO 1 v - — ---- -— `�✓ --- Z sn oLL:jf W 4 ----------- , 0 d' : O 1 I Id' Ma U)U) 1 N •o iu fog LW L" 11 011 1211 44 LLJJ - ri ---------- ------- 4 js E I ��- I t I 1. Y,6, tFMERuY CODE FOR A t> T"IONS LESS TPA Irl 50013F GJ N D I N P—D FLQo , ,► AREA PRESC Ri PT VE E'NvE�LopF- RMI IZED, T-446 AoD►TI o N ME-f-7- -s W.S. cot:)iE IN I U m COoE R EQV I RE M C-UT-. 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