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HomeMy WebLinkAbout47352-Z r ME TOWN OF SOUTHOLD rk- BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47352 Date: 1/19/2022 Permission is hereby granted to: Maul, George 2665 Jackson St New Suffolk, NY 11956 To: Construct new single family dwelling as applied for and per SCHD approval. At premises located at: 310 Orchard St., New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-7-5 Pursuant to application dated 12/7/2021 and approved by the Building Inspector. To expire on 7/21/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,037.60 CO-NEW DWELLING $50.00 Total: $1,087.60 Building Inspector BUILDING DEPARTMENT Town Hall-Annex 54375-Main load P. 0. Box 1179 Southold,N_ 11971-0959 Telephone(63 1) X65-1802 631 765-9502 h3s. Date Received APPLICATIONING PERMg For Office Use 0iniy Building InSpfet!orl Applications a and forms musibe filler out in their entirety.Incomplete `u applications will t accepted¢ a the _ s=ees f 0 1e ,shall v_-„ v=. _ . Z.,. -1 Date: IQ )-7 " W "OFF PROPEpmm Name CT 1000- _ r=.: , L_'pt' Phone e E C_' � Email; a Mailing dress ,- - - CONTACT aPER—SO—N.: - Name: s i C `# Mailing Address, i Phone 4 , , r t - , Ov _ . Fp— 1 DESIGNS - 1 Name; u Mailing Address: !I\ Phone E - ail: , <;. - Name: Mailing C`' - _} Phone ' _ � tl e, - g _DES,RIPT1143N OF PROPOSEDI i IgNew Structure Eldditi n ®Alteration -[]Repair ElDemolition 1 Estimated Cost of Project,010ti her - #/=_ Will the lot e re-graded E]Yes o - v 1 Will � ����fill he removed fry_-- premises! NYes Ohlo PROPERTY INFORMATION Existing use of property: zv W Intended use of property: ut-s'C Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? E- ]Yes ONo IF YES, PROVIDE A COPY. it U Check Box After Reading: The owner/conwmorldesign prufassional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the To Code. APPUCATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the To"of Southolld,S~,County,New York and other applicable Laws,Ordinances or Regulations,for the cons-tinxtion of bulldhW, addIflons,alterations orf removW or demolition as herein described.7he applicant agrees to comply with all applicable hms,ordinances,build hie code, Application Submitted By(print name): OAuthorized Agent 00wner I Ni Signature of Applicant: A Date: 'Q- STATE OF NEW YEAR K) A�lds) COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individu4signing contract)above named, (S)he is the (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/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this LILLIANNA R KIEL Notary Public-state of New York No.01K16424267 Le- day of Ve "olk- Z suff §L-4 My CONM 0 PROPERTY OWNER AU—HO Ge-erated bl RESchedk�Web Software Compliance Certificate-"- Project Maui Residence - Energy Code: 2018 IECCSU UNG DEPT Location: Southold, New York Construction Type: Single4amlly Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 310 Orchard St New Suffolk, NY �SmpaMeL2 er Than Code Maximu;�UA24�IY;�UA- 238 Maximum SHGC0.40 Your SHGC: 031%Bettrtlodendex reflects hazy close to compce the house is bon code tradeffrules.DDESPt07provideantimatenuse wrelthrea EnvefolDe Aube s 2nd Floor Ceiling: Flat Ceiling or Scissor Truss 574 28.0 2.5 0.034 0.026 20 15 Ceiling: Flat Ceiling or Scissor Truss 112 28.0 2.5 0.034 0.026 4 3 2nd Floor Wall: Wood Frame, 16° o.c. 787 15.0 1.5 0.068 0.060 42 37 Study DH 1:Vinyl Frame 15 SHGC: 0.31 0.300 G.320 S 5. Study DH 2:Vinyl Frame 15 SHGC: 0.31 0.300 0.320 5 5 Bed 2 DH:Vinyl Frame 15 SHGC:0.31 0.300 0.320 5 5 Bed 2 Cas: Vinyl Frame SHGC: 0.32 9 0.280 0.320 3 3 Bed 1 Cas:Vinyl Frame 9 SHGC: 0.32 0.280 0.320 3 3 Bath 2 Cas:Vinyl Frame SHGC: 0.32 6 0.280 0.320 2 2 Bed 1 Cas 2:Vinyl Frame 21 SHGC: 0.32 0.280 0.320 6 7 Bed 1 Cas 3:Vinyl Frame SHGC.,U.32 21 0.280 0.320 6 7 Bed 1 Fix:Vinyl Frame SHGC: 0.34 lg 0,270 0.320 5 6 Project Title: Maul Residence Report date: 11/12/21 Data filenarne: Page 1 of 2 0 ® 0 0 @ @ @ e @ @ Stairwell Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 Study Fix:Vinyl Frame 18 0.270 0.320 5 6 SHGC: 0.34 1st Floor Wall:Wood Frame, 16"o.c. 960 15.0 1.5 0.068 0.060 54 48 Door: Solid Door(under 50%glazing) 20 0.170 0.320 3 6 Door 1: Glass Door(over 50%glazing) 42 0.300 0.320 12 13 SHGC: 0.26 LR Cas 1:Vinyl Frame 14 0.280 0.320 4 4 SHGC: 0.32 LR Cas 2:Vinyl Frame 14 0.280 0.320 4 4 SHGC: 0.32- Living Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Dining Room DH:Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.31 Kit Doube Cas:Vinyl Frame 21 0.280 0.320 6 7 SHGC: 0.32 Kit Gas 1:Vinyt f=rame 9 0.280 0.320 3 3 SHGC: 0.32 Kit Cas 2:Vinyl Frame g 0.280 0.320 3 3 SHGC: 0.32 Kit Cas 3:Vinyl Frame 9 0.280 0.320 3 3 SHGC: 0.32 Floor:All-Wood Joist/Truss 684 28.0 2.5 0.032 0.047 22 32 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit applicatioVpropobuilding s been designed to meet the 2018 IECC requirements in REScheckVersion : REScheck-Web and to compla�ory re - :r ents listed in the REScheck Inspection Checklist. Louis Schwartz 11/12/21 Marne- `;tie at re Date kN SCP if 1 7®006 Project Title: Maul Residence Report date: 11/12/21 Data filename: Page 2 of 2 S.C.T.M.# DISTRICT 1000 SECTION 117 BLOCK 7 LOT SUFFOL K C6'UNTY DtPARTNENT 00 HCALTH 9ERVICKS PERMIT FOR APPROVAL OF CONISTRUCTION FOR A 910LE FAMILY REwDr*C!F ONLY BUILDING DEPT: co anit4Y sYstern Must be in 7'a F� zo TOWN DAT E l(ir co I,—,@ OFSOU11101-D Onlia co, "cc with depart APPROYaD Pleted "' 'requlf6lbOnt Subit lom Wvvm. as proot ran m I UfAOF B%dROOmq EXPIRES THREE YEARS FROM DATE OF APPROVAL GF LAPPROVEDINk(;CORDAINIIC-IE-VWIITIHB 1� 11 D�1113AR,"JF ONDATED Vj Wigw DMRM:1NATION DATE DORA" WIVUL Sam — — — — — — — — — — — — — — — — — STREET I CL 7.5 0 CL)e or N 99'20' 100.74' A. IS ct U EL Ime EL W st I EL WIA 12M ILP, Lp. Clow gym "A C4 zJIG& CLP7.0 L#,p tl$ ALM — — — — �..®. — — — — — 1 1=2101 VV UX 100,57, ww WSW v5saw I'm Dom NOW ww s�ss0r�s MAUL RESIDENCE -6" 7'-6" 15-0 7' 7'-6" 7'-6" -7'-6 7'-6" ,! 310 ORCHARD STREET AWA X1 .7 r7- 5r NEW SUFFOLK NY 1 1 USS � - NOTE;....... ---- -- --- — -- -- — — -- — — - -- -.._ _._._ ... ... ._.._, EXISTING: SINGLE FAMILY RESIDENCE 1 ! — THE TOP OF THESE 2ND FL. D rIN WINDOWS IS 9'-0" ABOVE FL. ,z 3 r�N M 2X10 HEADER TYF. / \ 3'-0" 131„ 10'-51„2X10 HEADER TYD. 1., 1„ 0 2 2 2 80 1 2 4'-12., 2, _0„ 3_„ i • 1 / RAIL TOC DE � CLOSET _2_._...1....................._................ ..........._------.--� ZONE '° � ® ; ( ' PROPOSED: BEDRM #2 BATHRM #2 ' NEW 1250 SQ.FT. TWO STORY SINGLE FAMILY o o I w 1,_ I O i t` NOTE: V STOOP DN RI I NOTE: ¢ 4 I I DWELLING WITH ATTACHED 220 SQ.FT.ONE CAR Cl)LU APPROVED SMOKE DET. c\J L — 8" AX. I O &PCO2VDEDTSMOKE DET. w ( GARAGE. & CO2 DET. 1 — — — — — o MUST BE INSTALLED AS O I MUST BE INSTALLED AS O LIVING ROOM o DINING ROOM oo m o x CODE REQUIRES. CODE REQUIRES. w N 00 r 10'-0" PLATE HEIGHT TYP. o ( 10'-0" PLATE HEIGHT TYP. T NOTE: O I I O O ® O E SP WINDOWS -- L WILL'BE 6'-8" LL (2) 2X10 HEADER I I N O O ABOVE THE FLOG .! Os w a N p O Q O 2 X 12 RIDGE ---.__._...._...--_-.... O.._.. oI �- - - - - - - - - - - - - - - - - - - - - - - - - - - _ o - o rN ~ m ( (2) 1-3/4"x11-7/8" UPSET HEADERw w (3) 2X10 UPSET HEADER - w O O N O O LL ! _ -o° o o:_),L\\V TUB / � 0 SHOWER O u,..............._......_.._...___......_...__..____...-_.._....._-... !__-- :N STUDY � ° BEDROOM #1 W wz =,__.�� -- Q GENERAL NOTES RAIL TO CODE F LL, F I (^ X N W= U) � i I o N 0 1. All work shall conform to the requirements of the 2020 Building Code of N.Y. N 4 RI . @ ENTRY Dl,, BATHRM #1 S-12 oo ! wN5 State, County and Town Department Regulations, Utility Company requirements and 8:, AX. STOOP t3'-0' 2 -8' o o 1 ! i Q best trade practises. ® J F iUJ I 2. Before commencing work the Contractor shall file alf documents required by the Ir UJ _ j O RAI ING , Building Department, N > �O N Jw I g p pay all fees required by local agencies and obtain all required ° I w : ( permits. r) c 4 W&D ' `� ! i 3. The Contractor shall visit the site and verify all dimensions and the existing 1 -8" 1„ oo ! I conditions affecting the work prior to construction. An discrepancies which would 3-" 32" 3 " 3©1' 2 -5" —_._._�'--_.-'__.__._.._.__....—���-W (2) 2x10 HEADER (2) 2x10 HE DE (2) 2x10 HEADER I g p y p c lii Ili f N i,il ::i (2) 1-3/4x9-1/4" DROPPED HEADS DW interfere with the satisfactory completetion of the work described herein shall be chld a O reported to the architect or property owner. Do not start work until such conditions rn I! ! - - - - - -- -- -- have been examined and a course of action mutually agreed upon. Failure to notify PROVIDE IN YP. HCBID @ FIRECOMMORAJ; ALL DN 2 RISERS — the owner or architect of unsatisfactory conditions will be construed as an acceptance TO MAINTAIN ANE H UR FIRE RAS) ,G SEPARATION ddii TO SLAB I of the conditions to properly perform the required work. O BETWEEN RE! NCE ND GARAGE.;; SINK 0 II I I I'II LU i I 4. All work is to conform to the drawings and specifications of the architect and ~ "' III` i:Il ' ) I engineer consultants. I � I:. III! Ijll li'I 5. The Contractor is to maintain a complete and up to date set of plans on the LL w („! III! !' ' (!!I o rN I i I job site at all times l". lili °O tlli 'I o I I I ' 6. The drawings are not to be scaled under any circumstances. Q KITCHEN , ® o o 1 CAR GARAGE I I 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures O UNHEATED SPACE Q`I I I including storage and toilet facilities,protection of existing work to remain,access to N NOTE: I I ( work area, hours of permitted work,availability of water and electric power and all APPROVED SMOKE DET. I other conditions and restrictions for this particular location in order to execute the opt I X v & CO2 DET. 0 1 , I N MUST BE INSTALLED AS l I work in a careful and orderly manner with the least possible disturbance to the public. CODE REQUIRES. I ; 0 8. The Contractor shall make the neccesary arrangements to utilities and services REF. 0- STOP temporarily disconnected while O I p y performing the work as required. © - 9. The Contractor shall provide all dimensions and cut-outs for other trades. fill . - - -- _ .... -- ... ... ......... ....... .......... - --- - - ...._.. -- -- - - - -- J I _ __ - - - - - - - - - - - he Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existingstructure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed persons who shall arrange for and obtain all required inspections. The General Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to 18'-2" '-6” 2'-4" -0" -0" -0" '-0" provide construction safety means and methods. 30'-0" 30'-0" FIRST FLOOR PLAN SECOND FLOOR PLAN CONSTRUCTION NOTES 1/4" = V-0" 10.5.21 1/4" = V-0" 10.5.21 REV. 10.18.21 REV. 10.18.21 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. REV. 11.2.21 REV. 11.2.21 2. Poured concrete shall have a minimum psi of 3500 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. j copper termite sheild. 4. Shingle siding ;shall conform to ASTM D 3679 and be installed in accordance 30'-0" with the New York State Building Code and manufacturers specifications. 5. Pilings shall be; installed by a licensed contractor to a depth and bearing agreed 7'-6" 7'-6" upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be 1 #2 or better Douglas Fir. PROVIDE WINDOW WELL TO 7. All framing teclhniques and methods shall be as prescriptive design based on MEET EGRESS CODE F W AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) zo ° 9 or as specified in (8301.2.1.1 - -.-__ 8. All building envelope components shall comply with Chapter 6 of the Energy z Conservation Code of the State of New York. 0o w WASTE LINE "-- - __._ __._ _ __ _...__. __.... _...__ _..._.. _........ _._. .._.._.. .._.._. ±__` _....... .. 9. Fireblocking shall be provided in all wood framed construction in accordance • I I i I R 602.8 to form an effective fire barrier between stories and with NYS Code NOTE: between the top story and roof space. f APPROVED SMOKE DET. II 10. Protective painels shall be provided for glazed openings in accordance with & CO2 DET. ( 2 4 I NYS code R301.2.1.2 if they are required. I MUST BE INSTALLED AS GAS IN L — — CODE REQUIRES. i 11. All portions of the new structure are designed to comply with local geographic OI I I I I I I and climatic criteria as stated in the following table. 00 RIELLO RESIDENCE PRO KIS NATURAL GAS FIRED 120000BTU (2) 2X10 HEADER I l I I I P sc GEOGRAPHIC & CLIMATE DESIGN CRITERIA O BOILER W/ DIRECT VENT w w p .A I ° GROUND SNOW LOAD 45 ps 1 ' ° I I I I ! I WIND SPEED 130 MPH I "' I N CATATGORY o i I �` SEISMIC DESIGN B 2X12 ACQ LEDGER BOLTED TO HOUSE ( .Q' I CELLAR z w z FRAMING W/ 3/8"x3" EPDXY COATED I riN 0 ' 69 ~ Q LY — ' oo FQ X70 6 �� WEATHERING SEVERE SCREWS @ 12" OC STAGGERED. 8"x8'-O" POUR. CONC. FOUNDATION WALLS piQO�- �p�' FROST LINE DEPTH 36" 2x8 @ 16" OC ACQ DECK JOISTS ( ON 16"x8" POUR. CONC. FTGS. ESSi� TERMITE THREAT MODERATE TO HEAVY TECO TO LEDGER & STRAPPED TO 2X12 ACQ LEDGER BOLTED TO HOUSE (2) 2X10 ACQ GIRDER ANCHORED TO ( SCREWS OC STAGGERED. DECAY SLIGHT TO MODERATE FRA 3/8"x3" EPDXY COATED 14" DIA CONC. PIERS TO 36" BELOW O SCR S EXIST. GRADE 0 2X8 @ 16" OC ACQ DECK JOISTS WINTER DESIGN TEMPERATURE 1 1 TECO TO LEDGER & STRAPPED TO FLOOD HAZARD AS NOTED (2) 2X10 ACQ GIRDER ANCHORED TO Q 14" DIA CONC. PIERS TO 36" BELOW 00 I —I co EXIST. GRADE F DOOR SCHEDULE WINDOW SCHEDULE -- -- — O TABLE R3€1.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(in pounds per square foot 2p 8 @ 16' OC I I I TYPE NOTES J N I TYPE NOTES LIVE I I I I (2) 2X10 HEADER j O ARCH TOP ENTRY DOOR (BY OWNER) AND. 400 SERIES (2) CN24 CASEMENTS USE LOAD 1ST FL ENTRY SOUTH 11ST FL LIV. RM I ' N 3'-0"x6'-8" O 3'-5-1/4"x4'-0-1/2" RO EACH t, Attics with limited 'storages 20 8'-0"x7'-0" OVERHEAD GARAGE DOOR AND. WDH 210310 i i I © MAKE & MODEL BY OWNER GARAGE SOUTH O 3'-0-1/8"x4'-0-7/8" F.0 1ST FL LIV. RM Attics without storages 10 !... ......_! ° _.... _.__... . !...... _...._. ..- -- - _ ....__ ._._.. ...._ .......... ......... .......... ..._.__ ...._.. ._....... .._...._ _._. ..- - - -- -- --- -- - - - 2'-6"x6'-8" EXTERIOR ENTRY DOOR AND. WDH 210310 Deckse 40 s a _ (2) 1-3/4°x11-1/4" LVL GIRDER — — C GARAGE EAST O3 1ST FL DIN. RM O MAKE & MODEL BY OWNER Y-0-1/8"x4'-0-7/8" RO Exterior balconies 60 _01 __ ._..__. .__.. _.._. - __..__ __. _.._ .._._.. ........±...._ _ _ FWH6061 1APLR 0 AND. CXW24 Fire escapes 40 Y..... ..... 1ST FL. DIN. RM. 4 O _ _ _ _ 1ST FL. DIN. RM. I i •' I ! ," 6'-0"x6'-11" RO 6 0 1/8 x3 i 1 1 5 /8" Guardrails and handrailsd 200 18" 18'-11-" 8" '-0-" 8" ; 2'-0"x6'-8" CLOSET DOOR 1ST FL ENTRY AND. CXW13 f i 2 2 ; 5O 1ST FL KITCHEN Guardrails in-fill components 50 3'-0-1/2"x3'-0-1/2" RO 0 I " I ` O AND. CXW 13 Passenger vehicle garages2 502 F 2'-0"x6'-8" INTERIOR DOOR 1ST FL BATHRM #1 O 1ST FL KITCHEN w I 3'-0-1/2"x3'-0-1/2" RO Rooms other than sleeping 40 W 0 o I GARAGE AND. CXW1 rooms O 2'-6"x6'-8" INSUL.& FIRE RATED GARAGE TO BASEMENT 0 1ST FL KITCHEN Q o o I r N j Sleeping rooms 30 a I w G 3'-0-1/2"x3'-0-1/2" RO 4" POURED CONC. SLAB oz ( z T 2'-6"x6'-8" INSUL. INTERIOR AND. 210410 EGRESS W/ 8 GAUGE 6X6 WWM REINF. 1 HOUR FIRE RATED 1ST FL KITCHEN TO GARAGE O8 Y-0-1/8"x5'-0-7/8" RO 2ND FL STUDY Stairs 40C 00 0 I i AND. 210410 EGRESS �o ( I O 2'-0"x6'-8" INTERIOR DOOR 2ND FL BATHRM #2 O 3'-0-1/8"x5'-0-7/8" RO 2ND FL STUDY co wo , ° (� 10 AND. 210410 EGRESS I 2'-0"x6'-8" INTERIOR DOOR 2ND FL BATHRM #2 >a F I 3'-0-1/8"x5'-0-7/8" RO 2ND FL BEDRM #2 { ° © 2'-6"x6'-8" INTERIOR DOOR 2ND FL BEDROOM #2 11 AND. CXW13 2ND FL BEDRM #2 FLOOR PLANS & FOUNDATION PLAN 3'-0-1/2"x3'-0-1/2" RO !...... ___.... ._..... .._._ ._..... .__... .._...... _....... .......... ....._._ _-_. _....- _.._._ .__.... - _-. -- __ __-- - __-- - ---. ..._.._ __ _-- .......... ...... _.._. ...__ .__._ .... 2'-6"x 6'-8" INTERIOR D 00 R 2ND F L B E D R 00 M #1 12 2N0-5/8D. 3x3'-0-1/2" RO ® 2ND FL BATHRM #2 _ _...__ ......... ._....._ ..._. ..- - - _ ........i - -- - _.._ .._._ -- .-_... ._-- ----- _....... ......_ O --.... ---. ...... _.... 3'-0"x6'-8" - - - - -- AND CXW 13 Zo O BIFOLD DOOR CLOSET @ 2ND FL BEDROOM #1 13 3' 0 1/2"x3' 0 1/2" RO 2ND FL BEDRM #1 14 6N0-1 8D. W3 -5 324 RE8SSR0 2ND FL BEDRM #1 �^' 15 6'-0-1/8"x3'-5-3/8"D. CX24 SR0 J 2ND FL BEDRM #1 A OAND. P6030 FIXED 2ND FL BEDRM #1 1 VERIFY RO 1 6 6'-0-1/8"0'-0-1/2" RO OF DOOR AND. P6030 FIXED START 1 O F 16'-92 2'-9" 10'-52 17 6'-0-1/8"x3'-0-1/2" RO 2ND FL STAIRWELL permits draftingaX E�diiin gi 18 6ND. P 03/8"x30'-0X "x30' OX1 D" RO 2ND FL. STUDY -- j 30'-0" 19 32"x24" VINYL CELLAR WINDOW BASEMENT NORTH JOAN CHAMBERS SOUPO BTHOLD9NY 11971 FOUNDATION PLAN I 27"x45" WELLCRAFT IN-SWING 631-294-4241 20 I VINYL EGRESS WINDOW. 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J UJU 2 CEILINS JOISTS TO TOP PLATE 59d COMMON(2 K°X15.1.5 ;OR PER JOSr,TIDE NAIL 5-I0d BOX(2 YVXO.12a'),OR 5.3'XD 51"NAILS .... .. ,- / " 'FICINS.01157 NOT ATrAGI4ED TO PARAU_EL 1t.AFTT3R 4-I0d BOX(9•X0 115' OR 3 LAPS OVER PARTITIONS(Ree 5"d"RD029.1,R802.92 9-16d COMMON(515"X0.167");OR FAZE NAIL / and Toble 890751(nJ) 3'X0.131"NAILS / 13 GEILINS 101157 ATTACHED TO PARNIFI RAFTB4 TABLE RD02.5.00 FAZE NAIL -- \ 4 I 50rctNbrl.RD07.3.1,800792 aM Tdds 8902.5.1(411 70 O9 -_.- - Oa +$'X0.131"NNL5 5 4•I6d BOX(31X0126'7 dQ COLLAR TIE TO RAFTER PAGE NAIL OR 14"X 20j. 3-Ind COMMON M K"XO I4b9,OR RIDSE STRAP TO RAFTER FAGS NAIL EACH RAFTER ... .. .. . . .__ ..� JUJU, ... ... _._........ ................................_...... . .. ... .......... .. - f55•XO155'70R .. .........JUJU.. .................JUJU. . 5 16d BOX NAILS 2 TOG NAILS ON ONE I .. ... ... t, RAFTER OR ROOF TRJ55 TO PLATE 3-10d ccR-MON NAIL ('J'XO.14D'J,OR MID I TOE N411 ON OPPt]SITE SIDE OF EACH RAFTER OR .. .. _...- +IDX 8151"N X15.126'1.OR al 4-5'X0.151"NAILS 1 I ..............JUJU.......... ... __ ......... .. ... JUJU ........... ....................... .. JUJU ........ JUJU....,.......... .. 4-1 d(7 j".X0.155')OR .. -..- JUJU.... .._ .. ..JUJU. JUJU.-JUJU... ... ..._JUJU JUJU . JUJU. ................ .. .....,....... ............. ... ... JUJU .. 9-IOd COMMON($'X0.1487:OR TOE NAIL 4-2 5,Qx f9'X0320"h OR LT ROOF RAPIERS TO MODE,VALLEY OR HIP RAPTER5 OR 4-WX0.151"NAILS ER ROOF RAFTERSTO MINIMLM 2"RIASE BEAM 5-16d BOX(5 A"x0.1359 OR ... OR TOP NAIL JUJU ......... ... . ...-. JUJU ... .. .. .. JUJU.. _._ VINYL SIDING gs�i��5Xw117bJeoR WALL 16d COMMON 0 A"X0.1627 24'or-FACE NAIL VINYL SIDING. -_ - .. - - JUJU .. .. .-.. JUJU_ 6 STUD TO STLO(PW Ar BRACED WALL PANELS) lod(6•XO.1269;OR 5"X0 191•)NAILS ib"O.G.FACE NAIL .. .. - .. .. ... _.. .............. ... ... JUJU ... ... ._.. ... .......... JUJU _._.. ..._.................- .__.. .. .. .............. JUJU_.. JUJU J UJ U.. ........ .............. JUJU ........... -... JUJU AT 9RACPo WALL PAWL INT3=R5EGTIN@ ' 5 (TTA AND AWTTIN5 STUDS AT �L 16d BOX CS 15"X01 ' OR 17'OG PAC.G NAIL q 5"%o.ISI'NAILS I"Gann-oN(SYa"1"01629 Ib"O.G.FAa"L . ........JUJU. ........... _. . I6d COMMON(5)5'AO 1821 Ib"O.Z.EACH EOJs5E FACE NAIL . JUJU. ... ... JUJU... .. 10 nALT4JF HEADLit 'TO 2"HEM.TER WITH -SPACX-RJ Ibd BOX C7 yz'X0,156'9 12"O.Z.EhO.Fi PDGF FACE NAIL ......................... JUJU JUJU.. JUJU.. .............. .. _JUJU. ........ JUJU. .. ... ... JUJU... .. ... JUJU. ._JUJU ... 5-6d BOX 0 15'X0.119°a OR ....... ... ........ .. ..... ..JUJU ... .. JUJU.. .. ..._.. ..__. ........ __ JUJU .. . ............. ._ JUJU.. JUJU... JUJU .. I TNJOU5 NEJADfl't TO STUD 4+--110d BOX(LWXt7J2b 151).OR TOE NAIL GON \ \ O O 161"COMMON(S ya"X0.167•) W"OC.FACE NAIL JUJU .. O ......... ......... ... JUJU. JU J U..__........ © .......... .. .. .. ......... ... J U J U ... .. .. OP PLATE TO TOP PLATE BOX?MX0S28'. IS'OL.PAGE MNL 12 T IOd )•OR 5"XO 6-16d c*4MaJ M}'XO.Ib2'),OR rs Op 2O.6LE TO'P PLATE SPLICE POR 5'DG's WITH SEISMIC DOX _I I 12-3"x0.191"NAILS END JOINT(MINIMUM 2a"LAP RAIL TO CODE RAIL TO CODE BRAC kD WALL LIhM SPALIN0 t 25' 7-Idd SOX(°1 'X 2b'),,OR 12-10d SOX(3'x0.1207,OR PAGE NAIL ON EACH SIDE OF .-JUJU. - .... JUJU JUJU JUJU.. . .. SPLICE ni MACH SIDE OF ......... JUJU.. IS JOINT DOLBY TVP PLATE SPLICE" 's DO,01,OR R.`;AND 12-16d f31(j"X0.05'1 5'... ..- ... BRACED WN-L LIRE:SPA6I46 L 25- ..........- .......-................. JUJU.. .......... JUJU .. JUJ U.. .. ..... ....................................... ....... JUJU.. JUJU. .. .. .. I6d COMMON(515"XO 1621) 16"O.G.FACE NAIL . .. .. 157 OR JUJU.. ... JUJU ............ JUJU.. .. JUJU.. .. JUJU ... .............. JUJU. ................................ JUJU... .. ........... .. ... M 9071 TO 5T.8 16d BOX(5 yj"XO 135')4 OR 9LOCKIN9 NOT AT BRAGM WALJ_PARED! 5"XO 131')NAILS 12"O.G.FACE HAIL __ •. -- .- .. _ _.-JUJU,_ -L _,.. - .,-_ _,.,_ � -. .. .. .- .. ..JUJU. JUJU JUJU..._ _ 5 Ibd COX(5 Yj'XO.IS09:OR 5 MAC1h I6.OO.FACE NAIL .. OR...... .. ..... JUJU.. .. ... - ... ......................JUJU....JUJU 15 BI-OCKI PLATE Tel JOINT, LL PANEL BAND 2 Ibd 0.01"NA Sys"1"0. ' Z OZ, PAC-r�MAIL BLOGKINdi CAT BRAr>t�1'UU.L PANELS) +3'X0.191"NAILS 4 E1r1•F 16"0C.FACE NAIL EGRESS 3-Ibd Bax 0 yj•x0.15S9,OR 4-bd 5OX(2 X0.115',OR +6d COMMON(2 yj"X0,151'1;OR TOE NAIL 4-104 BOX(5'X01267;OR I TOP OR BOTTOM PLATE TO STUD 4-5'X 0.151 NAILS IL - =j i I 9-Ibd 1501"(5 j"X0.155'1;OR gp;p NAIL - ,OR ........ .......... ..JUJU.. I 9 511"D�'x15.12a'9-I6 3 9'X0.151'NAIL'., 3-IOd BO%(3'•XOL267T OR OP PLAM5, S AT GOBNER5 AND INTkR5GG7!om - xo 1 J;OR FADE NAIL IT T TMB LAP 2 16d COMMON M N' e2• �._.. JUJU__ ____ __..... .......... ___ ! 5-3'x0.15!"NAILS 3.bd BOX(Z 'X0_1199,OR I PROVIDE WINDOW WELL TO 2-6d COMMONI2 K"XO.1919;OK Ib 1'BRACE TO EACH STUD AND PLATE 2-I0d BOX(WXO 1251)OR FACE NAIL MEET EGRESS CODE 2 STAPLnS 19" I J3D 2 1";2. OR 2-bd C 1"4,ON(2 x,.Xo 191'))OK . 19 I'X b'SHEATHTNS TO EACH 91 2-IOd Box(3'X0.126"1;OR FACE NAIL (I 2 57APLE5,I"GROWI'J,16010.1%"LOW ....J ..__. .._JUJU. .......... ......... ..___ ..._JUJU __ ... ___. ......... .._JUJU_ .......... ......._. __._.. _.__ _........ - .__.__ --- .... ____ ......... .......... .......... --- _.._ _-. _._._ .._._ .._._. - _- __.. -_ _.. _ - 7� 5_6d Pox(2 'X0.113");09 3-Ad COMMON 15 XOI 5 x .1557 OR IOd Do (s'xo , 5 7APLE "CRO I6 %'LONE 5 5,I WhL 1 _.- ......._ ga t.......... .......... ..._..... _....... ......JUJU _._. _.._... JUJU.. _. _ JUJU_ ___.. .._JUJU_ JUJU___ .......... ...._.... .......... ........ .......... .......... .......... .......... .......... JUJ U.- ........ ........ ....... .......... .. .. ._....... ........ .. JUJU. .......... .......... ..._ _JUJU.. .____. ........ .......... ........ ..._.. X b AND WIDB4 SHEATHINS TO EACH BEAMNS FAZE NAIL � I• vuiaaTt THAN I'X 6' 4-Sd BOX(2#"XO.1139;OR 5-6d COMMON(2 4"X0.1917;OR 'VEST ELEVATION ( FRONT ) NORTH ELEVATION ( SIDE ) 3-IOdBOX(5"X0126'9;CR 4 STAPLES,I"LP,O.)Y'DJ.1 0.)�4"CONS 1 /4" = 1 '-0" 10. 5 . 21 1 /4" = 1 '-0" 10. 5 . 21 FLOOR +Jke Box P2 i"xan37:OR 21 JOIST TO SILL,TOP PLATE OR 61RDCR S-btl GOM1M:}11(714"X0.191"J;O3 9-IOd 80X(a"X0.126"1;OR 715E NAIL S-5'X0.151"NAILS dd P.<DX 'Xo I I3' 4'O.G.TOE NAIL 22 RIM JOIST,BAWD JOIST OR BLOCKINS 70 SILL OR 70P dd COMMON(2)5'XO.I51");OR PLATE(ROGR'APPLICATIONS ALSO,) IOd BOX(5"X0.1259,OR 6'O.G.TOE NAIL 5")(0.151•N II.S 80 1"0. ;OR 2-bd COMMON(7 6"XO 1517,OR _ 23 I'X 6'SIBFLOOR OR LESS TO MACH JOIST 5-10d BOX(3"X0.12&"1;OK FACE NAIL ._.------_-:::::- - ____-. _.. _- JUJU... 2 57AJ'LCa,I'tiROYA1,bga.) "LONG .._.._._._._..._ __.._.._......._......______._.._._ __..-_...__...---_._....___.._.._.............______.___ . _._......-.....___.._....._..-_..__.--_..__....._.__.-._.-__�..._..._...---�_._...._. '- - - ft F NA ................................ ._JUJU_...._.............._.._ ................... _..................._..._............ ........__..__..................... ....__.. ._. _..................._......._ , ..,:r....._....,..,:,:"_,"JUJU_........................._.,JUJU. ..:JUJU.__.:..__--._.,..: _....._...........__... .................., _ ".:,,. .........:. ..................::-. ":............----":,:::-.-:"_,:a„"�,m,.,.,.",..."-:--,-.-,",.,""..".. JUJU_..._............. ................_......... 2 3"SUBPIAOR TO JO13T OR SM42CR 2 Ibd GONhTON(5 yj"X0.162') ......................... .............................................. ....................... .............. .......................______.____.-____..._.._.......__ _....._.._.....................................___..._ __...... ....._..._.........._......._...____.._......___..._..................._..______.................__.._....__...._JUJU__._-..-_.-_'__....._.... 25 2"PLANKS(FLANK t BEAM-FLOOR t RmP) `3-lbd BOM(5/5'xp.135":OR AT F1tcH SARIN®,PAGE NAIL .._.__.__..._.___..._____._.._. _-__..____......__......................._.__....._. .......__.___..._......._..__._.__._._JUJU___ _ .. ... 2-Ibd COMMON(g yj'X0.167') _.:JUJU _-.-..:::,.. JUJU.___-:-:::z.,:., -....._........--_...._.:::::::::__„_.-_._„...........,.:.....:..................-:..-_A PHALT/FIBER L _- _........ ............................._........__..........._................................_........ _JUJU... S GA SS SHINGLES .:..:.........._.._.., .� ,--._.�»"..,,::.-..:_::_...:_....:,:::,::::__:-.,.::..::..:.....:::_..__....:::..::...::::,.,:,.:.-T:. 5-16d OOMMON(5 j'X0 :: ...--.--- --- --JUJU..----._.._....._--- ---._.._.._..................._...... _______..._..__....__..._...._............._......._........_...........--...... _..----..__...._......__...___---JUJU._-..__� ......_....---._._.........__...._...-- --._...._........_ ... - 26 BAND OR KIM JOIST TO JOIST 4�40 eox X0.7 ;OK +3'X0.131"NAILS;01i END NAIL -----JUJU_ _...._....... ... ............. ... 12 4-5•x I49a.STAPLES,J*CROM NAL UALM LAYER AS rammw --......_._. -.. --JUJU...----..._._..._....._.._._ _..___..-___._ __._.......___......_.._______JUJU_.__-_.._............_.. 61� .. ._. -. .. 2nd tONMoN(4"XO.IM2'7;OR 52'OC.AT TDP AND BaTTaM .................. JUJU.. _ ._ .._.............__....__ JJUJU -__ AND STAf7�D .. ... .-... JUJU. JUJU __... ._.___..___..........._....___._ __.....................__-............_-.. ................ _.___._..__....._..._._.__-.__........_. ____JUJU_.___.______- -._ ---_._____.._.._.-__ �_.__-..-_- JUJU_ ._...___.-___..._. -. _ .. ILT-UF 6IR2ER5 AND 8EAMa 2-INCH W4XR LAYERS ; IOd 801"M"x0.176')Gft AND BOTTOM STA;SAERE7 ON 2T 8ll 9"X0.131'NAILS ANP. 2-2Od GOIM ON(4"x0.1427:OR FAGS NAIL AT rob AND .. .. .. 9-IOd E09(5"X0,120 a OR ok"EACH SPLICE 59'X0,131"NAILS 4-164 BOX(3 Jj'x013S'?Pk FIXED FIXED FIXED 76 LEDISM STRIP SUPPORTINS JOISTS OR RAFTt%S Old GOMMON(9(2"X0.1621;OR AT MATH J015T OR RAFTER 1 B 17 7 6 4-I0d EL71C(3'X0.126":OR ACE NAL XO.I I NAI S 2N 091120IN0 TO JOIST 2-10d M"X0.128'7 MACH CVD,TOE NAIL .�.... ......... .......... ....... - - a.... ....... .......... ...... WOOD STRUCTURAL PANELS,5LCFLO15 ROOF AND IMERUOR WALL 5 EATHIH6 TO FRAMINO AND PARTICLE BOARD WALL .-... ... ........ ... ............. .. JUJU. JUJU... .................. �. ``. / .` 5HEATHINS TO FRWl"f5tE TABLE R607.9T$)FOR WOOD 5TKZTURAL PANEL EX RIOR WALL SHEA.THINS 70 WALL PRAMINO] bd COITM0m(2"X0,113')NAIL(5J5R.00R.WALL) b F1r 5d COMMON 2,6NO.130RAIL(ROOF): ( 5 EGRESS ^ EGRESS . .. •�� / _... •�� ,/ 51 '740"-1' 6d COMMON NAIL f2 yj"x0.1317 b 12F VINYL SIDING I Jf1„-I Xi" 10d COMMON(3"X0 lab")NAIL;OR 6 12 co 6d(2 WXo 1311)DEFoRMEV NAIL ------- ............................. _..._........... . _._ s................. ................:.w:..:..::.........._...._..........__.._....... � _,..,....._............_,.,...,,........_ __._JUJU -_ _JUJU-___.__..___._.__.... ..._.._____._..._._._..__..........._.-____.._._......._...._.._.._...___. JUJU.. CRD 39 I5HEATHNOTURAL CELLULOSIC FIBENBOjARd DIAMETER OR iN1 STA�PLM W Sara S _6.... O C I 4 y.. IG FIBBS9.OARD GROWN'STAPLE 3 _-- ___ ._.__-. p _ _ ..._......_......_JUJU___-..._.._._-._.._-___.___ ._.__.......... •34 ��,�IN05�j'I-CEJ-WLOS C�AMET�(OR16 sp, 6 _..JUJU _..-__.._.._..._...... ._._.._.._.............................___. ...._......._......._-_............__......._... ._.__._....._.._...._......_......_........_ _.__........................._.................__.............._._.__._............._...-_JUJU __.................. I. ' V I 'JTAFLE ........_......_....._................._.._ ..._..__. _..____.___...____ __....__._...__._...-.._JUJU._......._.__.-_JUJU. .___...__. ._.._._ 0AL ANZ®ROOFIFLS NA L" .._........._.__..__...._._...... ._JUJU.._JUJU.. .__.._._.__._... -__..__..._.... JUJU............................... ..._.._.._.___:__ _-=��._._ * Tk 15"0YP5UM ShMATHIhIe3d TYPE li NI D,I K"LO}I5;IYe'5OREhK, ._... JUJU_........._.._..._.. ...._..._ ...---._...........__...._......._..................................__................_....._..__..........._..__........_...._..............................._...__._._ -._..--'--.-..-. =W__JUJU.---- '---__._-�_...-...----__..__..-- __.._JUJU T T ............................... ..................... ................... ... ......... .............. .. ... .. TYPE OR 5 ........................"; _;.........- .._..-....._.._..-'----'----- _...-_JUJU__ ----_ASPHALT/FIBERGALSS SHINGLES OC I% 6ALVANIZEP IsrJOFIN6 NAIL;5TAFLE d .. ... ... .. JUJU..___. ._......_________._.. _____-.-_.__.............__.__..........._._ ---.._...._................._ ._.--------..._....__.....----.....___._.._ JUJU----__.__....._.._.. ........._._......-._.____JUJU _ '! _..._....._. _..................._.....__----.._JUJU.-_._ _ _..........---..........._.................. ........._............_................._._..._..JUJU...----..........___...---. _._._.. .........._____. _... ............... .. ................._................._._...__._........ _... _..............._. VINYL SIDING -4- --:::--_-_._. ..__..._..__....._.__.._......._........._....__...__..._ ..__........-- ._..__-.._ -...-- - -- 36 GYPSUM THM6 ANI2Bb I TYPE W OR 5 5.41-Y LaJ 3e SCREWS, n <a1 --._..._._.._._..__.._. ......... -----JUJU..- --' T 710 FRARTING 6TRL8TRUAL PANML9 IHATON LOOM U WOOD CGn�16 51.81` - --._..JUJU_._::::::::::::::::::::::._ ._...__ ___ - _......:::.............:.=__. 6d��__.=_-- __--.__ _. ___._.__-______ tr 97 %'AND LE55 .................................._............_..__.__......._....._.._._...._._........_._._._..__..._.........................._.... ......._.__....._ ......_.__._...._..............................__.--.........._ -...-._..____ '__'-_"-__-_-__-. -._-..__ _ --.__- - JUJU .._ ... JUJU.. ... .. ..........JUJU.. .. ......-.._._.-_..........__..... _... -._._..._._..-----JUJU--- --.....-- ---- --1--1-1--1----....._.........._._-..__JUJU.- _.._..__......._._.._ 12 FQ ��(,� __� ----- _- -..,JUJU--..__._JUJU- .._..__.._....._ -- -._......_....- .._._.........- ............._ _._.._-------- ---- -__- _ ._JUJU. --- - JUJU. - ._._.._..._... __...................._._......... _::::::::: .<-._ _ b X41.2 b 12 _..............................................................._........._............._.........._....................._.. _......._......._... ._.. JUJU.--'- 6� '°/P 7 1* 6 N.' P baaor�N s'XD.1ar�J1NArulaR 12 - FESSIO 3 . _. - ..- 54 DEI`ORMW(2)5'X0.120")NAIL - ._.........._........_._._JUJU- - - --'------- 4b" NAIW OR _ __JUJU.__._........................---____-----......---..................__........__..._....-------......_......._......._.__. Sd DEFORMED f2 ya'x0-140'9 NAIL 6 12 .. _ ... .. .. .. .. .. FOR 5!11 I W-h.25-4-j Fant.5046 mm,1 MITE PER HOM.0447 rN%I knl.6.905 MPa - o HAILS ARE SMOOT eCMIMdW BOX OR DEFORMED SHANKS EXCEL WHERE OTHERWISE STATED NAILS USED FOR PRAMINS AND SHEATHINS CONNECTIONS,40 CHAP MR SHANK DIAMETERS I-Afte.ER THAN O 142 INCH BUT NOT LAR sFR THAN OJV RX.HDAND 00 Or OFOR 15NANK u. 0,STAPLES OF 0_142 INCH OR LESS. eL 5TM11LE5 Me£16®ASE!•IHtE AND HAVE A MINIMUM Tll6-ING+I ON DIAMteI'ER G80WJ WIDTH. .- - O O O /O ``• ..--. \ a.NAILS SHALL BE SPACED AT NOT MOW THAN 6 INCHES ON GBJIE'R AT ALL SUPPORTS WHLW SPANS ARE 4b ING-ES OR 6REATM / \ d.POOR-POOT BY 6-FOOT OR+F00T OT 4-FOOT'PANELS SHALL M APPLIED VLRTGALLY. `"�• v.SPACING of FA5TrNtR5 NOT INGLLVE'P IN THI5 TADLE 5HALL Ee DASED ON TA81.E Ph=,$f2).F. STALZ7LVAL PANE-__ NS TO .... .. .... JUJU_. SABLE END WALL PRAMIH615NAU.M SPAGIDIS 6INCHIES ON GI=NTER.MP44 OR LESS, I WFMRE T+M LS ftIR �N6 HOOD BN WIND SPIED 15 GREATER THAN1150 MPH. D IV VINYL SIDING : 00 NAILS FOR IKCIM RJPS PANEL ROOF OADLE E TO ALLVP"ffO 4 I JJ !-,ON SHALL 0 BE SPADED 6 INCHES ON CENTER FOR M NMJM 46 RAIL TO CODE �, JU JU Tom,. -..- RAIL TO CODE ... 1 .-.._. ... O &STANCE FROM HIN&�E.S,EAYE5 AND 5A@LE HVP WALLS AMID a INGMEE ON Gd INSTALLED TO CCOLE END WALL FRA 255. / Er'P51:I SHMAT o SHALL CONPTDRM TO ASTM C ENb AND SHALL BE INSTALLED R{ACCORDANCE HIT)6,4 253.FI61"RH.OARD sMEATiINS T- .. ... ... .. It SPACIRS OF FASTENERS ONFLOORSHEATHINs EDMS APW-1MS TO PAWL EDGES SUPPORTED BY FRAMINS 1�M�R3 AND REOUIRED .. BLOGKJNo AND AT FLOOR PERIMETERS ONLY.SPACING of FASTPNER5 ON ROOF SHEAT IM&PANEL d70E5 APPLIES TO PANEL ED6,E5 .. .. .. .. .. .-.. JU J U JUJU_ .. .. ._ JUJU .. .. © ................. ....................._ JUJU... JUJU... JUJU JUJU. ..._................. ..._.. JU JU --. .. ......... JUJU ................. _........ .. ..........._................... ... ... SUPPORTED BY FRAMING MEMi5MRS AND RI5OUIWED M.DGKIN6.15101-r4NI9 OF ROOT'OR PLOOR SHEATHING PANE.EVOES PCIUMNDICULAR TO .' .. ... .. \ REdAlRW BY OTHER 1086 OF THIS THE FRAMIh15 MEN�RS Wpb NOT�PRr7JlDtb E)(GEf'i AS FROYIS wDE FLOOR P�IF'E-TPR SMALL BE SUPPORTED 5Y T`RAIMNO 1"1EM 508 E5 OR SOLID BLOGKINb. ... -... ... .- .._ .. .. JUJU. )WHBtE A IiAFiER IS FASTEM1ED TO AN hDJhf-FAIT FARM I FI 'FICINS JOIST M ACCORDANCE W 11i THIS SGHEDII DETNAILS ON ONE 510E OF THE RAFTER AND Tit NAILS FRONT THE GEILIW9 JOIST TO TOP PLATE IN AGC0KPAWZ WITH THI5 5CAe� -THE ToE NAIL THE OPPOSITE 512E OF THE RATER SHALL NOT BE REOUIRSD TOP OF SLAB i I I 1 - -JUJU.. _.... .... ... _.. I I I I : I I _. _...... ......._ .....__. .._. .......... ...._._. ......._. _....... ._..-- -JUJU... _JUJU.. _....... .......... .......... ---.. .......... .._...... _._. ......_.. ......... ...._ ...... .......... ..... ........ _..... ......... ._.._. ._... .._.... ...... ... . ..._..... ...__ ...._. ........ ...... ...... .._. .._1..... _JUJU_.. _.._.. ....... _ .. .._..... ......... ........ _........ ...... ........ ..... ........ .......... .. ._ JUJU... _. - -- -- - - - -- - - - - - - -- - - _ _ _ _ - - - - - - - - - - - � - - - _ _ _ ELEVATIONS SOUTH ELEVATION ( SIDE ) EAST ELEVATION ( REAR ) 1 /4" = V-0" 10. 5 . 2 1 1 /4 = 1 '-0" 10. 5 . 2 1 Tess ff ,w ul '03lhTART A 102 permits1� I- draftingexpediting 2 O F 3 PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 MAUL RESIDENCE 310 ORCHARD STREET NEW SUFFOLK NY HURRICANE AWA40"MANIPAGTURM @i'Y SIMP-MN 51vtoNS-7m c4xNwGT0R5 W.LSSWA�-5 10 OR MUVALENT AT EVERY RAFTER TO RIDGE CCCTK3N WHEN RAvmER.'r DO NOT ALAN HURRICANE AW,1401M FdAfAPACTS BY SdMFWN 57RC%5-1RE CAX*&rT4R5 MODEL.No.L.STA24 QR AI'!RDYE �i MALENT AT EVERY RAFTER TO RIDGE C MECTION NHEN KAFTERS AUSN fovem-'l , 2X12 CONT. RIDGE. RIDGE STRAPPING TO CODE ASPHALT/FIBERGLASS SHINGLES ROOFING FELT 112" CDX PLYWD SHEATHING 2X8@ 16" OC ROOF RAFTERS RIDISSESTl'.APPINC7 V�T 2X6 @ 16" OC CEIL. JOISTS 12 R-28 INSUL. 6 _�::... �,...�... ' ...... : AZEK (OR EQUAL) FASCIAS & SOFFIT ALUMINIUM GUTTER TO LEADER N,RIGN■wrwom nww•enw®m MIrfCM m■n1sM coMtcloF:NoolL ib M]!A VENTED SOFFITS Z aw AnTOrffi� ■Ar+ee Tororl.ATe caaanaw■om■oes rr■K Hor MJ■M wrr mos t' ■rw■on snmwe*¢caNcrcw «nx ro rz wm ria nMTtw rtaw.nx aw PLUMBING RISER DIAGRAM ° "R `� ■'a �, ._. ,oar I .:'' VINYL SIDING INSTALLED AS PER MANUFACTURER'S . �nA I INSTRUCTIONS TYVEK HOUSE WRAP � � j �JOMn� �m■� 1—_............... _•�....... ..i a■Arnaa auv,.tert At n�ra+w �,ruse nr tj 1 I j To r�„e LaNiaT1Q1 r+a■Arrnm vo nm 112" PLYWD. SHEATHING ?z WATEPPGXT4 >_ 2X4 @ 16" OC STUD WALL O ■.oG R-15 INSULATION 1/2" PAINTED GYP. BD. @ INTERIOR O O 'J r ROOF STRAPPING DETAIL t: 1 2X10 LEDGER BOLTED TO FRAMING BATH#2 I "' 2X8 @ 16" OC ROOF RAFTERS TECO TO LEDGER 1 z ASPHALT/FIBERGLASS SHINGLES }i ?. 1/2" CDX PLYWD. SHEATHING 1` 12 ROOFING FELT I µ 1 Z U5E StWSON Z-MAX OR WO G tW-TORS 000 . $2 I I I TO&!GREASE 4:101IR051CN RESISTANCE 1 Z FOR ALL HARDWARE IN G044CGnON (V `` UL � ,. Wt ACQ tlR. FINISH FLOORING AS PER OWNER _ FINS PLYWD INC AS =�00 WALlsn�ale•O� 9-1/2" TJI 230 JOISTS @ 16" OC (2) 2X10 HEADER f.1 (2) 2X6 COLLAR TIES @ 48" OC r BATH#, I � I KITCHEN / Ff {., P►S!M.Id4ST �,. PROVIDE 5/8" GYP, BD. @ COMMON WALL TO MAINTAIN A ONE HOUR FIRE RATING BETWEEN RESIDENCE & GARAGE. r0N z PROVIDE 5/8" GYP. BD. @ COMMON WALLS & CEILING � s`TRAFPINSTo Be {; Sm � - TO MAINTAIN A ONE HOUR FIRE RATING SEPARATION rKLOCOR BETWEEN RESIDENCE AND GARAGE. 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R 36 INSULATION (2) 2X10 HEADER ° " AACIDSILL PLATE BOLTED TO 5/8"mxIZ" STEEL ANCHOR 2X6 AC FOUNDATION AS PER CODEK� ,TH, @OLT�v :3`-4" QG. MAX. sTw Kola sTupN MIN EMBEDMENT OF I" w.LL s —PRAFEO OMHN5 FOR NEN — KNDOW OR EXT@RIOR POOR SEE PLAN-/ O F 8"x8'-0" POURED CONC. FOUNDATION WALL '— ON 16"x8" POUR. CONC. FTG. �` M 4' POUR. CONC. SLAB O G CD o S _. -r -- —IT-- - a� T MOTE. • * V T� * (I 'I UFL!T GOtdW.'GTm IS QmQIIN w AT EACM END Cr TW HEALRR ANP AT NP UPt FT GO�EGTORS [ eIOTTCM OF W-AP R STUO5 IN ADDITION # REOAIRED ms AREA ( E TOPUDS OdtNEGTgRu AT KK"SAlt? c _ (�' I AT TOP Alt?BOTTOM OP ORPPLII'S. °V 77006 (��� `` �i6 6a.5T4AP nE5 MANIPKJMxID JJIO` BY 51f- S STRONS-TIE wwscTOPS USE 11"-lN Z-MAX OR FIP6 GONSGTOR3 (/� BOLT T ��+�f{�}'■^M'M' 1F STRAP Y.Ib.CAVE OR APYPON 1 EGON TRENT. TO lNCR L HA PHAIM IN RESFST.ANGE ��1/�� iP Yi'�r 1 Iw"iwweT��M■ ATV V TO HAVE MIK a'ATE AT ON THE ION. POR ALL W.AC4 1.l IN C0I6EGT9DN APV TRAP tR�SILL PLAT?AT FOIt1PATON. �A��+LUhL�ER • UPLIFT CONNECTOR DETAIL NAILING/FASTENER SCHEDULE P DGE STRAP: SIVPSOrl LSIA30 EAu To co EACH PA!FC'F OPPOSR:G RnFTERv PER 3-2.5 01 V%lFlV. 2001 SECTION \, SD C1'1.1YON ,"; 6" OC @ 4'0" PFr::'✓:ETER 1 ED CCMV(DIN 1Z" OC @a PANEL FIEL)8D CCt.iiPJDI Gu GABLE FNCWALL. RAKE RE-ER TO TP.PdF 3.A. WHOM _ gqr PROV SECTION // FACH GE (3) 3113"TFi4U 8'Y TR CC?Y PL WD. iE HI C, EACH EI�L; CF C::'_!AR 71,'-STYP. $iVFISO'tl 117.'. :UFF'ICAIdE "E 6D'CU:"..�.'.ON`P 3" ll HECGE //� I/�/ COI.t7FCTIPC RAFTERS TO 6i:CO:"d`.!niJ ,[� 6" RFLD 3 / 8 „ 1 , 0 „ ( 0 ■ OF' PLATES EACHRAP TER PR�iL CF SRviF'SG!a tPM4 GR cOUIVA.I_6,lT Tz:- 11E :i N4 TC DOUBLE F'-ATE TfP. - P?OVIOE S!MPl'_'N lib OR i= EO!I VILANT TO T I= WA'll. S"UD3 ^ BOTH r=OORS � F:ATE Y, j PL(..i E 2 H.•1J1� 6 I A103 OC .F• �I I F'_YWD. FLOOR SHEATW:G S IART t� 8D C';td61Uv fu 6" OC Eii,' Sr co!y,r.10: rn 12" OC F FLO 3 OF 3 LSTA 13 UPLIFT STRpermits I drafting expediting PP•C;'o,OP APPF.i c�R:n?� 'JET"` ,i C,OI`'JEC?ION 1hF.i L TO FOUNDATiO`I ^LAI,E WA:HL>. NUT &ANCHCfy '+N �IIIIII / 4-8d C'.:,`+ISCi'd NAILS @ i ACH END. :R TC T:E S'l!L PLAT- 1",j 'A:ow?Y rtJL;h' ATlrr. T`rP .r. PO BOX 49 6'_0" C PCI.i ' :.i...:> . ;'_L: F:,Ft JOAN CHAMBERS si�F,lEs. -z I:_.,1 CCF;NERS SOUTHOLD NY 11971 CrFt\N---s Ar10 E<;:.T ...E MIN F_Y. 631-294-4241