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HomeMy WebLinkAboutZ-42047 O77 � Town of Southold 6/3/2021 S�FFOI�-cOGy 53095 Main Rd C4 z Southold,New York 11971 PRE EXISTING CERTIFICATE OF OCCUPANCY No: 42047 Date: 6/3/2021 THIS CERTIFIES that the structure(s) located at: 415 Sound Ave.,Peconic SCTM#: 473889 Sec/Block/Lot: 67.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the requirements for a built prior to APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 42047 dated 6/3/2021 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: wood frame single family dwelling with enclosed porch and accessory wood frame garage* The certificate is issued to Terranova,Peter&Barbara (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED *PLEASE SEE ATTACHED INSPECTION REPORT. hutd Signature BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 415 Sound Ave.,Peconic SUFF.CO.TAX MAP NO.: 67.-2-4 SUBDIVISION: NAME OF OWNER(S): Terranova,Peter&Barbara OCCUPANCY: ADMITTED BY: SOURCE OF REQUEST: Terranova,Peter DATE: 6/3/2021 DWELLING: #STORIES: 1 #EXITS: 2 FOUNDATION: block CELLAR: CRAWL SPACE: BATHROOM(S): 1 TOILET ROOM(S): UTILITY ROOM(S): PORCH TYPE: enclosed DECK TYPE: PATIO TYPE: BREEZEWAY: FIREPLACE: GARAGE: DOMESTIC HOTWATER: yes TYPE HEATER: gas AIR CONDITIONING:- TYPE HEAT: oil WARM AIR: forced hot air HOT WATER: #BEDROOMS: 3 #KITCHENS: 1 BASEMENT TYPE: unfinshed with shower OTHER: ACCESSORY STRUCTURES: GARAGE,TYPE OF CONST: wood frame STORAGE,TYPE OF CONST: SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: VIOLATIONS: REMARKS: INSPECTED BY: JOHNJ DATE OF INSPECTION: 5/20/2021 TIME START: 10:50am END: 11:06am TOWN OF SOUTHOLD—BUILDING DEPARTMIENT Town Hall Annex 54375 Main Road P' 0'Box ll79 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (63l) 765-95Q2 Physical Ad-dress: i2c.40.,Vle- NY /19"3-9 1000- P-fil Mo V,4 Mailing Address: Fe gox- Y S-8 Phone#: —Tm a i 1: Ir-S 0,# ny,*& C.-c hl To apply for a Pre C.O.for an existing building(prior to April 9, 1957) provide the following: * Accurate Survey � * Floor Plan t� � APR � � �O21 � $100 Fee "' ^ ^ " �~�' CONSENT TO INSPECTION That the undersigned does hereby give consent to the Building Inspector of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws,ordinances, rules and regulations of the Town of Southold. LZ Owner's Signature Date PROPERTY OWNER AUTHORIZATION (Where the applicant isnot the owner) |, residing at the above address,do hereby authorize toapply onmmybehalf tothe Town ofSouthold Building Department for approval asdescribed herein. Owner's Signature Date \ ' l7 O O N EXISTING Z -U - co O LU Q N EXIE TING EXISTING I i yZ —:, x xy U - 9 Y N m mm 09 LLW eb, Ao=wiervert� v ® O DOMNS� BATH L Z r IIIA PROP05ED ROOF PLAN F, V44-Am� ovm e�a Tm amw A V SCALE:Y4°= I'-O" nsuvorwmNeJ c I Z r I � w Z BA7H 2'Xb"AC-0 LEDGEr PROP0.� � FAU-NSS FASTENERS 24"OG ® I = DBM EmsnNs � DH:ORATA2 PNDf1bOD F -:�0'T�iV N®oYCGlAR �I'XG'T16 V6ROOJE CLCAR ClILOaS BCAFl34'OG nll V4TNDt QNC OVHa ,j� O � -- ram WPAfA( 'HJN6 CJfR Fla!'T16 V sPoave 111oloaN1 T�� +ps{ l(1 Z I� Ffa9T9ra s1S!!aNm7r27 3td16 rm aAm Be"m ILn =.4'POST ]I LVL --- _- 2%/b°Pl.Cd LLl n 'NEW DIW-LT VENT ® IK BASE•Mp �M(PANDW OAS STUM LIVINSRM d5 �n BEDROOM } O aamrr \I i L aim JE DOST�Na f�ll.uls �R ® Z -1 1 b Alm.bIST3 ADD P.0 m wx ^'->' IL p f, OP EXSTM RAMERSJ RaocATED WI 'X9 'LVL HPR F I nW' �j = ` �4"X4" AC-0 POST � ;� (K ON b"SONOTUSE I FLATPORM SII RELOCATED ON BIGFOOT 20 ; � PAW sn3:5 n , t- EXISTIN&2"Xb" FOOTING 3'-O" �� � -`'n-�' R@dOJE AGO PLATFORM BELOW GRADE ' 6 -pL _i A -I DRAYB�,JWM3YIQI V -ANP stE_r_s_ %ALE: I12'=I'-O' PLATFORM DETAIL F .b• ate. i`lj` �-RBC2C/TE?-� � JOB N:08 ���� -6'�� L__________J y� DATE:4-11-09 SCALE: a/8:: = I:_p:: (16 `�' sir mih�z, FIROP05ED PL )OR PLAN SCALE:Y4= I'-O" Am3 "�o 3OF6 laESO # * TOWN OF SOUTHOLD BUILDING DEPT. �ycOU765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS: f DATE INSPECTOR WWRt, 9/ OF c D OWNER -STREET DISTRICT SUB. LOT F04�MER'OWNE N E ACREAGE 17 �t S W TYPE OF BUILDING ARES SEAS. VL. FARM COMM. IND. CB. misc. -LAND IMP. TOTAL DATE i REMARKS -C-*,) IN z sc-&-to 01(f - NE -rafiwj /Xf 3j) -)4, 7 ao, 0 36 0_0 rl'�r&_edv no1r),lons +oPeral'oos W NORMAL 'BELOW , ABOVE Acre Value Per Ade Value Tilliable' • ,6,P#363b3 Tillable 2 Tillable ' 3 Woodland Swampland Brush land Total U7 Z MN� R 2 �` VA" _�s+3•�,,. .GF��- ^~ ,� ,:f a,b:-Fr,��„ '.RAS"a"r,<"�a.;.,.�`�..,s,i;..•k 5,-*�,.'�Yk , p p ✓�•� -4, 5. , �< `• c .... r r:F:F..^'"•i�''"#i'�T..#���"wr�ti�:� ����..,-"��.. ...-r 5. 'E.`.-!E`v��,t?c..,✓«.� _ —_ -, " S I 1- 67.-2-4 3/10 M. Bldg,�� 1 k � i 1q'1"2!/ ,Foundation t� Both — — Extension = - Basement t. U�'� � ,Floors AN Extension 'Ext. Walls l if,": t i Interior Finish — f- - ------- - — Extension & Fire Place /, " — Heot FaIt Attic ]st Floor g= r 'B�eIT Patio ?nit Rooms d Floor —� t „ Garage,r! , r, a - %.<,' _ � �``o- Driveway � AA S n- - .fes Ard / � " �(�l�£""' -' -_• .tri C�"L3r SURVEY OF LOT 15 FR QM THE "MAP OF PECONIC SHORES' P� FILE NO. 117 AT PECONIC TOWN OF SO UTHOLD SUFFOLK COUNTY, 1Y Y. 1000=--'67-02-04 O 150 ��� �`'°c 50° �� SCALE.- 1' 30' `' `so+ DEC. 30, 2008 [P 5� 5� io �0. I?00% o +' 1 00 G OO. , fin- 1J s* mss' G�G o �j 0O. 0 o°o I .�c Q _ • o P�SOF NE{Nyo 0 5�0ME�Z�, LOT CO VERA GE = 24.2% fi, ;s N. Y. LIC. NO. 49618 ANY ALTERAT70N OR ADDI77ON TO THIS SURVEY IS A WOLA77ON P C l C. OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. (6 �r, (631) 765--1797 �. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICAT70NS P.O. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �'y �]7 SAID MAP OR, COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA — / O SQ. Fl 1230 TREET 08-220 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 U AO O z OVA - O N } z U) ® N cr D(t r u- E f-- 4 ti >11 00 - CQ0 - -- LIN — 1LUE L IL _� ll J I_ ll I JJ l� tu LIN IJLtt Ll J CW135 C135 CW135 I I I I II L 1 _I 1`� `It r Ua I J11 U J LLLLL , ,11 [U-11 I ILI Jill 11 11111 7L _ _ I- 11 11- O z o c o �' qQ D. O �o�eo. eo�e Qo�e t>L q _ fT I- SOMOLD BUILDING DEPARTMENT CRITERIA !. t �; � p ,ltu 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. \ '' USE DWELLING UNIT-SECTION 310-310.2 2 HEIGHT N/A FIRE A ( � D : J MV AREA s 186 SQ FT( 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION E70ALE: NOM DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM JOB 0: 11a 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS 6 DESIGN LOAD CALCULATIONS SEE SPEC SHEET DATE: 4-11-0 1 EXISTING GON�TRUGTION TO tZEM,A N� 7 WINDOW AND DOOR SCHEDULE SEE SHEET 4 SHEET NUI°'BER: 8 LOAD PATH SEE SHEET 3 I -——— — EXISTING GON5TRUGTION TO BE REMOVED 9 NAILING SCHEDULE SEE SHEET 4 0 EGRESS SEE FL FLAN NEW INTERIOR Of, EXTERIOR WALL ` 11 PLUMBING RISER DIAGRAM SEE SHEET 4 1 s(.. 12 FIRE PROTECTION N/A 8'-O" CEILING HIC714T A 13 TRUSS DESIGN DRAWINGS NIA 4 14 ENERGY CALCULATIONS SEE ATTACHED E.W EXISTING WINDOWS 1 OF 6 � O Q O cti 0 z U - t NEN CRANE 0 >- u I 1 I J SQA E vnv� z "e USIDING �, U M u I_I (� ID- ��� / IJ I�, II� I CW135 C135 CW1;5 � � �e.� I l IJ I IILLI I Ily! L _I.1 Q ,�_ J_ I IL1LL ® o n I_ L - — I— I I N W AZEK __ _ SILL Bo�T�,D (TYT') J Ll1 L -111 L _ ll J 1 " p o i I L \4 4Vp 6P.ADIv �7�SG1�04�� SLVOc�SGI�O��g79G6iQW��cL��i�S� '� * REI LACE ALL FASCIA AND EXTERIOR sG, LPRCP05EE� NORTH ELEVATION. z Y411 I 11 HOOD TRIMS HI'TH AZEK � O Lu 0- EXISTING GAPLE KNPOYe tuV l TO BE RET'LAGED WITH 22" PwoUND GABBLE VENTS �- z ----= NEW GI',ANE v o V5L. 5" VINYL SIDING _ ON SIDES AND €ACK to _ �2 _J 121 \�� o I- T AW35" AW35 X28 � WL _ t akmtt7jI— SILL BOARD (TYP) Q 0 �i JOB #: 115 SATE: 4--11--01 NEE5T ELEVATION- \� �,��4�, ;��fxf +�r��N" 5flEE1 NUMBER: scLE: Y4 - 1 -0 F M7717 2 VF 6 • - o F � � o 0 -- EXISTINGLu 540' — z F,PT� 0 �- _F— - AXI TING --- EXISTIi 67 I - -—= -- - I z ND -- x 2g < < m C) aM X � � O >° --- 00 - -- EXISTING --��� u°" o �N£�V BF•rRAE"ON'17 CVM t1i T EXIST lldt5 6"'FOAIV GEILI" -- � — mr-In Doran 1r-Hr-WIM ---- 8'-O" ADD EXAMT VE; � �/ _ EX 5 BEDTN BATH � � Z EXI5TIN6 KITCHEN f EXISTINGMe* T46 V C-ROOVE CLEAR. , PROPOSEE? ROOF L N rite rvr-Avx Er-M15 Oven �OIt& GMIMNEf SCALE: V4 FRR?DOY ITDE � CASE 4° U1� ' r 52 2• q A lam() m � 11A n BA 114 m V in 2"x6" A00 LEVC7ER O I- cgs o 1= USE (2)FASTEN MASTER �, to u FASTENERS 24" OG - 03 0� a BED RM t- 7- zfy EXISTING i—D DECORATIVE fi°AUX YVOD ' I^n"T46 V C-1,00Vf=_CLEAR t- (� � L I'XS" Trt�V F COVE CLEAR GEILIt� SEAMS WOG rim t^t r-Aux f ahm3 ovm EX1STINS 6YFFOMW OWLINS m lU i^ItV� Y�VT�'A+UX ma." OVER I"XP.�" TRS V�•RAOVE '' � FLM VOM IF'P1�PE.D� }$ � r,%(ISTlt* &Y (BOARD GEILINS GLE-AR rim OVEm EXISTiwzp FUttR VOM IF ttEFTJEU� el&YFWARD GEILI" FURR DOIMM IF tEEDED r — (3)I$�"X117/A' LVL FLUSH H7R _ (5)2"x4" t"05T n n 5,R0„ OVER GOLUIMM i INBASEMENT EXPANDED -� I tdrV'l DIRECT VENT (SEE SEGTIOW .�•� BEDROOM( � u - 111 GAS 5TOVE LI1(INf� RM__ n - PO.�T ® 16 OG i EX15TI NG go'". TOTAL rrOV DED Q L VAULTED GL6 DOOR T OLMO"1-1103 SQ.Ft ^ � I / I VM=14.4 SQ.iT. $ ry z (.- I zrza4ovE EC.I ILIM, AVP J015TS ADD R-15 TO RR / top 1 4 IMAUVOMD TO 1R .51GE - (2)014"M V-LVL HVR t$K O I OF EXISTING �5 1i u 1 RELOCATED i 0155 GI55,�GWI-0 �4" X4" ^GC�2 POJT _ 7 o - tU ii EXISTINS ON 6 SONOTU13 p FLATFOt',M OOT �® I 4 AW STEFS Tv ®T,( I I W2L05ED roryi (� DE rAIQ xin RE ���� � � EXI5TINC, �= I M-MOVE � EXISTING "X6" I"OOTIr*1G� 3'_®�� �� I o �- �xrSTrl�l�----{ �- UP./�Y�IN: JP.II111G41 PGG2 PLATFORM BEL®V�! C�I�, DE "� ; � ;" �� �'>a Ti-ot L �® - AND 5TEFS - SCALE. 1122"=l'-0" DATE: 4-11-Oci PLATFORM DETAIL R T Vt EXISTIW-7 HINVOW -----------� MMACE KrATIO DOOR SHEET NUMBER: FR,,,0P05EP FLOORL SCALE: y4" = i'-O" . ,t. ,6, .•yr !�k O 3 OF 6 O O � O Q O vi O I__j---JL_ EXISTING &ABLE WINDOWS z TO BE REPLACED WITH �e ROOF CON5T. 22" POUND GABLE VENTS ARCHITECTURAL COMPOSITION SHINGLES OVER 15# BLDG PAPER w W1 ICE/WETHER SHIELD a PERIMETERS AND VALLEYS 0 c'j ON 5/a' GDX FLY. ON #2 D.F. 2"X6" R.R. a 16" O.G. 06 � YV APFROVED RAFTER TO PLATE TO STUD HURRICANE CONNECTORS (SEE SP'ECIFIGATIONS SHEET) } z NEN {MALL CON5T. �, ® < � ti GP.AIlE VINYL SIDINr ON " FAN BD OVER -- — - TYVEK ON V GDX PLY (VIF) ON lt? D.F. 2"X4" ° � ATTIC STUDS a ICS O.G. W/ APPROVED HURRIGANIE STRAPS TO PLATE5 (SEE SPECIFICATIONS SHEET) 1 � �- � � K/R 'I c5IN TION BETWEEN/FINISH INTERIOR16n OG O W/)a BD , ® (5)I/.� XII 'f8"" LVL FLUSH HDR 0 m O � 2"X6" GJ® lb" OG � IL SIMPSON RAH&EP5 0 NEI^! CRANE PORTSMOUTH (5)2"X4' POST BEOND III I 5HAK1' VINYL (SEE FL PLAN) III I SIDING Il III I 1Eta! J ! EIL LI I I I I BEDROOM BATH — I I I I EXPANDED PROPOSED � STI© EVOR ItI l l i O IIS ILL Lu RE-LOCATED III I EXI5TINC J. PLATFORM III I AND STEPS ; I I I I to EXISTING 2"XS" FJ ® 16" OO - y z Q 6RADE EXI5TING 5" COLUMN V EXI5TIN6 < LU a FOUNDATION Qr (Jl o F. A5EMENT q EXI5TIN6 C PLATFORM FIER � 4"X4" A00 POST ON 6" SONOTUBE ON BIC-FOOT 20 FOOTING 5'-0" BELOW GRADE n, NOTE: SECT I ON – A U-1 F- '� P.EPLACE ALL FASCIA AND EXTERIOR WOOD TRIMS WITH AZEK 5(f ALE: S/a" - P-O" CONTRACTOR TO VERIFY ALL EXISTING DRAWN: JOIN R. CONDITIONS AND REPORT ANY DISGREPANGY JOB #: 115 DATE: 4-11-01 SHEET NUMBER: 4 0 0 FLASHING TUCKED UNDER 4"MA X 4"MAX. O TOP PIECE OF SIDING AND 4"DIA.MAXIMUM Q O LAPPED OVER FIRST CONTIN, PIECE OF SIDING BELOW 4"DIA.MAXIMUM UNDISTURBED SOIL 5"LEDGERLOK FASTENMASTERS CONNECTED TO BLDG.(2)@ 24"OC EXISTING BOOP VENT LAY PLASTIC BASE DIRECTLY ON Z UNDISTURBED SOIL(ORGANICS REMOVED) LEVEL BASE - c'' Lu itz FIT CONSTRUCTION TUBE AND PLUMB FLOOR FRAMING N BRACE TUBE 2x JOISTS I 1dL FILL AS PER MANUFACTURES'INSTRUCTIONS ? JOIST HANGER coNEW BATH I z III-III=III=III;III III III=III-III II RIM JOIST/BD. P 2" I "� DECK/PORCH RAILING DECK/PORCH LEDGER CONNECTIONSTAIR RAILING Iui 2" Lo 05 °' TolL=TI I EXISTING KITCHEN Al T-rtNti"►TIVF- FOR QR'ENII IIZ, �Q f'Ef TIQP?I 51 TO I_ET IWOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0"3 riER ISRAEL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS 5i I-L EXISTING BTM �' Qo -' I LL I- ti PROVIDED ISHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE _ - R C>OI� (REFER TO SECTION 1609 1.4 AND 1609 6.S AND TABLE 1608 I { d 4 �._ .... _... ...-._.__......__........... ...__ .. --..._. . _ _._.,_ 3n 2„ ® 4 TABLE °If(I .'i.� GLEAN OUT WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS -. . _I ... __. RAFTER I c� j 1 1 FASTENER SPACING(INCHES) PANEL SPAN< 7_0"< PANEL 4'-U' < PANEL 6-0" < PANEL FASTENER TYPE 2'-0" SPAN<W-O" SPAN<6-9' SPAN< I TO EXISTING 0 0 0 21/7' #3 WOOD SCREWS 16 16 12 9 TOP PLATE • SEPTIG 5Y5TEM co 121/2' #8 WOOD SCREWS 16 16 16 12 SIMPSON H7 O- A. __._-.._ __.._.._...-.__._-.._._.__..._,i_.. ...._....-. _.-_. _...-._._._ _. _-.__ S TABLE IS BASED ON A MAXIMUM WIND SPEED{3 SECOND GUST)OF 130 MPH AND MEAN ROOF 1 _ , - ---_ .-- WALL STUD )HEIGHTOF33-O OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL_ j N.T.S.✓ CAPACITY OF 49D LBS. Y OR MASONRY/STUCCO,THEY SHALL BE L..__. . { _...__...__....... ... . ........... ......._..._........_ ORS HAVING A MINIMUM WITHDRAWL a ATTACHED UTILZJNG VIBRA ONCRESIS ANTANCH _.,,_..._ ._.._ _ �.. STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION B RAFTER/PLATE/STUD FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS (MAXIMUM MEAN ROOF HEIGHT:35) -^ d- 0 0 MULTIPLE SECTION ASSEMBLY: 1/4" { 1ST.FLOOR WALL STUD WINDOW AND DOOR SCHEDULE I I THICK BOLTS @ 2'OC I WINDOW 1� :,a..>f.:i?! r 1. - '�` `.,,''>�.:?R-+e°,:�wi,•.,at,,N''a� »: '''c��:`.`:'.:,�; t' .g4`�affit •t� - Y� p �i ^:6 `� 1 ST.FLOOR PLATE s.'Ice[; _,• f:���• �m:.,: ;.��,�.,�:�+ I e� -t"�.. .a. ��, `~ •:� ,.r." ♦�= � ® � -',.� � ��� I �., :•: ..3 ,� ,..�.. �� � �`M�S; i� }yy -� 3' I I i` t" t .. ,}�x: "� �x.:., ,��,�r: � '... '3••`'�'. ,.. .�::, 4FQ�4Fry .;�t q'.r,,, .'!viy `- 'r,;;l ® yt E.. ,y.1 , ,yv,•tt '� ',,g.� fit :L'f''i.;(,�-.'.� ;*it':d: 'tim.:'!:{y*F. "4 :;t::�f"-::'1•: ":g.wl,:..e�.t,`.t �F,i.f; .,I +,,� .I'F+`. A.^,�b4A1 �'°'_._.. ': '_. ..... _.':'T-'h£, ... `. `,:n^.f '.. 0,�h SUBFLOOR _____',t�.- :.t:�.... . ....��--. ���, .._..__,.�_:Ir�.m.. :.• __.� _ �-.� -;. ..._... _ = > V AX351 AWNING 1.5 6.8 N 10 4 25.9 -28.1 40 4 < HA SIMPSON C520 16"LONG RIM BOARD AX351 AWNING 1.5 6.8 10 5 25.9 -34.7 40 ; (� DOUBLE SILL PLATE C135 FIXED CASEMENT 0 4.9 10 4 24.7 -28.1 40 j I- I (� ? z SIMPSON LPT4 CW135 CASEMENT 5.7 6 10 5 25.9 -34.7 40 %b / AN21 AWNING 0,8 2.2 10 4 24.7 -28.1 40 z lu AX281 AWNING 1.1 5 10 4 24.7 -28.1 40 7 K lU PPDN6068 PAHO DOOR 12.3 25.3 50 5 23.2 -29.3 35 (y i Q ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL SHUTTER ASSEMBLY N.T.S. - - DOTE: ® t� FOR PANED SEDANS: 0 < 4'-0"WIDE SPAN DESIGNED AS A PARTIALLY ENCLOSED STRUCTURE � TABLE 1600.1.4 CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. ly- Q 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS z USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. ..__._....�...,_.__...�._...,.___.,.....,_..,_.._...___...___..•.____._�.__.,._._._,�..,,_..__.-.�_._..,_.___,__.._..._._..�.__..__._...___....____.._...__,_,_.._..�_....._...____...._.____..,_._-_..__.._,._.._.,.__._._._.._,____.,_...__..._ KING STUDS TABLE R 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. 3 Lu - LABELACCORDING TO LOCATION. I _.__.___..._-_.. �... ._.� _ ._.� .w__.._ -_w_._.,...._.u_..__.... ._. .__.M, .....-__._...__._....-_..__..-....__.._.w_.....__.._.._. �.._..._ K CUSTOM GRILLES-SEE ELEVATIONS ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl#8x3" (w/ WASHERS) GALVINIZED OR STUD .,_.__. .._.. STAINLESS STEEL WOOD SCREW 16 O.C. OR BETTER WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITHREMOVEABLE5J8"WOODSTRUCTURALPANELS @ _.,..__._.,_._.._......_,._.,,_.._...____._,._.-_..._.._._,._....._,_.......__._. .._..-.._.._.__„_,.. ., .__..._._•...,,._... ._.�._�_ .._._...,_....__._.._._,.____._. _._.,_._._.,._...._,_........_o_.._.__.._...._.__,_.__.,.._._ .., ._._,_._,___,. ._.. 12WN: JOHN R. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: WIT}i MAXID.lUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO 9-T SHALL BE 2112-#8 WOOD SCREWS AT 16"OIC,FASTENERS HEADER � rJGALE: NONE #10 TEE NUTS ATTACHED TO BLDG. W/#10x 1 %" (W/WASHERS) MACHINE BOLT @ 12" O.C. ' ' FOR SPANS UP TO 8'0 SHALL BE 2112"-#8 AT 12"OIC. TABLE 301.2.1.2 WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED SIMPSONH3 _......_.__.._ _._._..._._... .__._.._,__... _.____..___ _w ._ _....._____.__...___... �...__..._.__..__..__.w a_..,.. _..__.....�_. _.w_.._ ._ t...,_._.....__.,_�_._._.m_......wa UUTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. ALL MUST USE: 1 I DATE: 4-11-O�i _...�µw.,�...w..�.......w......... ......... ........_ ._.._..._..._.__...�..,...... ,._.. .......__......._......_._....�......, M..,�..,.... ..; SHUTTER ASSEMBLY SIMPSON CS2012"LONG 112"HEIGHT SILL STOP(OR STOOL)AND THE ADDITION OF A 112'X 314"DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" I ' 5}iEET NUMBER: N.T.S. HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.}T µ - "� JACK STUDS �,...,....._.._.._...__ FOR PANEL SPANS: 4'-0" OR VOIDER SPANa F f SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4-0 SPAN. ALL UNITS MUST MEETOR EXCEEDTHE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUSTMEETOREXCEE :% NOTE ADDITIONS: 1.5T1MESTHEDESIGNPRESSUREREQUIREDANDMUSTTP,ANSF'ERLO ��' 2x4 STRONG-BACKS @ 24 OC GLA7JNG MUSTMEETASTM E 1996 TESTREQUIREMENTS AS PERNEW _..__.. _ . .. -,___._.,_„_vv .wr _-, ._ 'Y�� YORK STATE RESIDENTIAL CONSTRUCTION CODE:1�' w.l �` � ' I 'r ASSEMBLY: _.. . C HEADER/STUD HEADER/JACK REFER TO SEC110NR1609.1.4FORALTERNATNEOPENINGPROTECTION. ,,. 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL • WOOD SCREW @ 12" O.C. ..._-._..w__.�._-......_.,.�..�,.M._...._..._-._...w�..�._.._.��...._...�..�.,..�...�..�,..w.�.�.�..-�.�..�..-._.�.-�..�_....�._...ww_..,,..,� A,�:;,��^F `. �;t� ;�� 5 4F 6 o PLAN N OONT NT�a• ROOF FRAM I N(5 NAILING 50HF- RULE: t.Thr t*&irejkn a"tins set of darokwV"dw4nmft 9s to reL+4A tea.4!e drs�t lfi•+.nd and h'e"t+9 GISI�. •!hey ars Rtte+xisd GGGUPAMGY GLAe^51FIGATION f25 F ESIDENTIAL Am A ecrstrencCoe Ata rot A aubetfiM Tar y g-od tvtl4ireg ata ae.npltertee rextt�krre t Q O JOINT DESGRIPT'IoN NAIL GIUANTITY NAIL SPACING NOTES .t,erae g ead4. Tn.yreterd u taea�t�".Fat"�"�i.`�►��e.!e-Nq e� a+ta" *'!�A"a pwa ere.to EUILDIAIta USE SINGLE I'°AMILY VV ELLIN& .reeve a pretettsk"tafg itehsa s6rtwtarat!y sour"#,end resaMxrrioot u Vb1ted F-cr-t. BUILDING t#EIG4fif IS'-4" RAFTER TO TOf' PLATE D2�'L''S.-,5D COMMON EACH R TOE Will- 2.eeerral ra�tar to an sib eantroctan,edtedrh+g of rwrk O'd eteractrsn tsetw en bwd-s. Z TOTAL SGV. FT. (rr CONSTRl1GTIOM I V-4 Set. t'T. 10'riALL;4-00 COMMON V.lee,grnerwt aar&vctor le re*rora*te ter ertnrttei a,4tt all rwk and m ebwttan owetw,or owner cit ONrwt twee rat,stQsa i'Rprr GR IPTIVE AS F.7r, N Y.S. RESIDENTIAL GONSTf'1GT ION CODE AND CEILING JOiST V WALL;S-�.`D COMMON and tames .«yes a s reg ta1!0-,ts,arc Tha4e eadm ern to les as atdersa a.rat a ste rpeaR tae tar ttss Q DESI�N CRITERIA EACH JOIST TOE tJl01L rrra+�std*l'A0''d""X11°`'to""°"��°''°^""'�"`'""'n'""'�"• i01ci5 SE�o !`1I&H wIND EDITION, PI OD }�Atf GONS1rV-,TION MANUAL TO TGF'MATE 10'MALL;4-SD COMMON ,t,V"W"Own p O%W eca's&m"tdo:vct"V^*"ffonr). � FRAMING ELEMENTS AS PER FLOOR PLANS,GIWSS SECTIONS AND GENERAL NOTES GEILINC3 JOIST TO A5 F M- TABLE 5.77 EACH LAP FACE HAIL 5.itis dsngtsr U*rot bem per corslraawn mem-a wn ate mom"no reeram m"per eemtnrtrat word"i 0-e" EXT. BALGONIi 60 PARALLEL RAFTER IM-CM - SEG re h*w"pkm nor rreVert"ttrttrooratrvct!,m erase,matt oda be t1 ares,eec;n"wes,or Mwederns,w for e ary pnrsa tSaro mrd psxg deo le 4@mwe Ian►dot#W rvrk ltwo a1p no re4e94 ifte ter a fife M"Se eD�e"!ad or"Weal h fto DECKS 40 CEILING JOIST LAPS AS rM TABLE 5•1 EACH LAP FACE t4hIL tyre or those plans. OVER PARTITION InR°GM - SBC, 6.Peter to dear pkmo,exhorter eisaeteam and rage o~vfo for am jams of rrttdare. AN r to be Ancle"4sn ATTICS VVO STORAGE 10 AS F'ER TABLE SANO FWqVIN- • DESIGN LOAD CALCULATIONS ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER rvom - C-4-:50EN G EACH D FACE NAIL -t.over ad restdar tteadsrs to�t"rs�ottlrrrsre neRra 45 6.esrteral seniry aloe le to a eve ehdk mase"and pre/akrkabd tlr eptar+evrohmttan meets or eme nis amt nm#a*xw'1t (LIVE LOADS PG1F) P f1 P.00F (VZOUND SNOW LOAD) BLOCKING TO RAFT M- 2 - W COMMON EACH END TOE NAIL speoftatrorw ata app:!ae14v weloo. V ROOMS (OThEf�THAN �LEEf"'INcS) 40 a.een"rat a mor ctor to 4~9 and ceardse:tte W1%tins orre.sr•ata ow plan►per an we h steres.acts as bookceave,0Wt*4 U) pardrK elate",etc. ROOMS (51 EERING) 50 RIM EOAFZI 7 TO P.AFTEF? 2 - IGD COMMON EF1C.11 END L NAIL ip• ,fAmf wd srtnkn dttertort.r6ftt trattsty t aehp,cn dt ttaare and h soot irsetrnern N3i wNh local wde neaghwrter*s as per ssexatt IF"=ttrw York stars Neotdet3!a!Gortstrerol�km cads. teat=s eeteboe.tttataxtee ante tnr.as px ® CSI cwaaasw to STAIRS 40 C-UARDRAILS (ANY DIRECTIOW 200 MALL FRAM I N& Nit I L I N& 50HEPULE: °o EXf OSt GA TES ORY 1.e neral aadr,aat»r to revlen p!a,s,ettsvataans,ata detests to detm.ow%tter>d"tK!f do w remttsd r!oorts)aaor.t Cd gaols � >- LOAD PATH 7=- CONSTP.UGTION AND WIND PATH CONNECTION DETAIL PAGE ,JOINT DESCRIPTION N/'+iL GtUANTITY MAIL SF'AGINCr MOTES a An toatoe�►to rest on rnatahw4ed saN. � (ROOF - F0MVATIOW AM C-EHERAL NOTE PAGE FER FOOT FACE NAIL wt ea�ata_et{e+nt %ab" t:alrw"adi aerar.Fs steps er a v a weratet a r"ones resits eeewrrrd en.ktnr!ar or .�.. U co HAILING, 5GhC-MLE 5M GENERAL NOTE 511E TOP PLATE TO TOP FLAT>E 2 - I&V COMMON �NOTE* I r- EC.FE 5I FLOOR, FLANS AND wINDON4 SGi tC.DIJLE TQF' PLATE AT 4•mentrrte an 4"wed a g el^a"s""""�'a!s'6'16-to t°'"s"'est'ntraree,y.rtmtor olabe to be placed on 6,ts!..teah!!r:.d PLUM€ Ity R15ER Dl^eRAM SEE RISER DIAGP.AM FLANS 4 - 16D COMMON JOINTS EACH SIDE F'AG4~RAIL p" `'"'"r4 opm T1s' INTEP.SEGTIONS ts.i>,a>.b!s a,rarl spana trastratan p4r least eexls� w r-Ir1r- PROTECTION SEE moor, PLANS (SMOKE �" G02 DETEGTORS) STUD TO STUD 2 - IGD COMMON 24 O.G. FAGS NAIL 6.bsnsrw•s eadraelor pe watt eop•r-sex lar ea�+per)massed"total teMdte stseter tbsaw as wand s>s�eQE+s tl+at err enpooad to crauursts or m nanny eurtaua. ® ' RESCHECK 5.6 RELEASE IA HEADa as p ta T W55 VESiGN WA - STANDARD STICK FRAME CONSTRUCTION " 7.oanppraot extarbr et stdneran edh a hlk"nttatrs eaAthg per cod*std sod atdta+s. CM );Nf-IRCTY GALGIAATION�a HEADIER TO HEADER 1617 COMMON ALANG 16 O.G. FACE NAIL � (0EDGES A►1 AN 1 � � Tor OP,vowoM 2 - IGD COMMON tEI:2X4 STUPE END NAIL '< PLATE TO STUD 3 - 160 COtalt�tON FInR 2Xh 5TUD t nt"r1.Ions sfisdt rates pracedreat awe seat-draatgs(da net et erer>$a►. ® f 2.AN s*ow1w waft to be covered Mat 9'rm"bead r"sh meta!eaener re!"lorettg. Taps,nook ad mad 0 eamW Co BOTTOM FLATS TO FLOOR s.Ytans axtattan rs gnrago std gess to haw a tape at" is a rrS4d¢p t and of s.ids wNh 510"rot"an adJaeutt ��" O JOIST,BAND .JOIST, 2 - I60 COMMON rLr.FOOT FAGS NAIL tr!le a"d w�+9•rt�etcatsvrd t"tf4r reagw.2 kysry of tom itw voted g�"n beard G O ,AT 110 I� 5 I C�N CRITERIA: - END JOIST Cr. BLOCKING NOTE-SM I� 4.Aa both and toles ansa nolle ad eetNng"04100-41*to ret areas W have water rest±ta^t met bead a walls tNs set an CLIMATIC or"'0. � GROUND WIND SEISMIC, FR05T wINTL=R ICE5HIELD FLOOD > 5t4ow St=17 DESIGN MATHERlt* LINE TERMITE DECAY DESI&N UNDERL.AYMENT 14AZA4WS LOAD (MF'H) GATE-60114Y Deli" Tom. REf>?IJIR.ED FLOOR FRAMING NAi L I N6 SCHEDULE: 1.rfulnbtng svtacor!tra.tor to be responsible for adherhg to all applicable code and eaRety �, rerlrlreme�ntsz . 45 LRS. 120 B Sr-�- 5 FT. MODERATE SLIGHT TO 11 NONE NONM }� TO WAVYMODrRATE JOIt�CT DESCRIPTION MAIL QUAPiT'ITY NAIL �'ACit+l�,� NOTES 2. If wall plates or, lets aro cut during the in6kallat±on of ph,n!bing fixtures or eep+ipment provide bracing to t±,framing kcvk together. JOIST TO GILL, 4 - EV COMMON ITER JOiST TOE NAIL TOP PLATE o GIRDEF: fzewm6wh��wffmm l l BRIDGIN& TO JOIST 2 - SD COMMON EACH END TOE NAIL I.MrcFtcwwl eobcantractor is reepomfbfe for adtaring to all oppitccbco le d_�s and soety v ROOF 5HEATH I N6 REOU I REMENT5 FOR IN I NIS LOAP5: reeTtttraments. NAiL oSrAC11+5 NAIL STAGING AT INTERMEDIATE IaLOGKIt1G TO .JOIST 2 - 8D COMMON EACH END TOE NAIL 2.WlAr,eui?rontractor to fully coordinate all system data and reslurenv.-t is with tits egtd rmr+tt 5t 1;ATHIN6 LOCATION AT PANEL EVOE5 SUPPORTS IN T1F PANEL FIELD ` 1 NOTES v4rIlsr. 4' I'EF?IMET'ER ESTE ZOPM 5.1 COMMON ts 6" O.G. 6d COMMON 0 6" O.G. SEE NOTES: I, 5 BLOGKINc� TO STILL 5 - IBD COMMON EACH BLOCK TOE NAIL c4 i at r,onneraend to provtdot f rI rfasm la l re den sig and eobmlt k to general GSmE N*J'T'E9. I (BOTFI FIL�T�a) OR TGF" F'LA'TS cct;;°rrtctor,owner,end agtPi�mert!sxfFaFtllerr for final rovleaw and ot^Ixovat. LU INTERIOR ZONE_ led GOiAMON ® 6" O.G. �1 GOt�INiON® 12" O G. NOTES 2 FOR PAML FIELD Lt=27GIiR STRIi'' TO @SAM 3 - IGD GOMhtORI EACH JOIST Pis+GE MIL &AVLE MVNALL MWE 6d COMMON a 4" O.G. Od COMMON f" 4' O.G. SEE NOTES: I, 5 JOIST ON LEDGER •�- AND RAKE TF�I.teaS 5 - 8D COMMON P'ER JOIST TOE NAIL Av''i� �..t� TO LEAH I- I.fel!rtall+s,2x4 and Zxb,to be stud grade or better Wo/c. All other frosrting n►etterial to be -- NOTES VAND JOIST TO JOIST 5 - 160 COMMON PER JOIST END NAIL 62 dougtas fir or better. > v THESE NOTES 6f, OPJLY TO ISE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY. BANIV JOIST TO 2 - (6D GOMP'ION FEi?FOOT TOE Nr"e1L 2.All wood Naming h contact with corerete or morsorry to be pressure treated. LU 1). FOR ROOF !!+MATHINC VIITHIN 4 FEET OF THE rL7,IMETVR ED!SE OF THE ROOF, INOLVDING 4 1�T ON EACH SILL OR TOP PLATE SEE NOTE, I jJ J n S.FtovTde double floor Jotet6 under all tuella parallel to floor jotat spar►direction unless J D- SIDE of THE ROOF PEAK,THE 4 FOOT FERIA EDEE ZOM ATTACHMENT5 MOUIR.E SHALL BE USED. otberwles specified. f 2). TAE-UL.ATED 12 INCH O.G. NAIL Sf"ACItdG AMT ES S EATHIM 5 ATTACHED TO RAS MINS u A ll t, 4.Provide x-�brmhg or eolld blocoV at a tarn or bl-o'o%for all dtmrmlonai hardber floor h 7 v, MEMEPS wITH 6>0.4�1. FOR FRAMING WITH <0.42<G<o.4a,THE NAIL SPAGIAIG SHALL BE ROOF SHEATH I i`1& NAIL-INC-7 5GHE�ULE: joists. REDUCED TO 6 I HOHES O.G. 5.Floor construction. 7'tongtber and groove�s t�„"od tAvbPloor. Finished material to be ol^pllsd (�� i! 5). TAEULATED 4 (NCH O.G. NAIL SPAGIN6 ASIS S-HEATHINa ATTACHED TO RAFTEMITRU55 FP•.AMIM� JOINT DESGRIFT'ION NAIL GtlJAMTITY NsstfL 5f'AGIt16 NOTES over eubfloor. elve aA re-4t,plurtood 61198 to floor joist's. tu rV � r� T7� S wITN G?0.4�f. POR Fi�AMING htfTll Efts wITH *0.42<G<0.4a,THE NAIL S@AGIN6 SHALL 11E A5 FEF:TABLE 5.5 6.All window and door heaod-rs to be min"m W 2x10 unless okherwise specified. All Interior -j V f 11! i�DUGED TO 5 IW-+E5 O.G. Srr.VCTUP.AL PANEL W 00144014 V-CM -� NOWheretders to be(2J 2xlo unless ot!>drrwls+e epeclEterd. O 'I.F'rovidts full solid blocking under all bearing walls. V 7- ° " '�,I q�-NL/� Oil I L I N& 5HE ATH I N& NA I L I N& 5CHE MULE: a.All beam to have ad. s 4Twka bearing at each end or aspecified. LH !° TALL ✓1 EA 1 N I NO REGU I RE ISN 1 5 FOR J° 't1 LOAP : q.All flush been and joist Intersections to have galvanised hango+re. MAIL SPACIttG NAIL SPACINfa AT INTEt?MMIATE JOINT DESCRIPTION NAIL OVANTITY MAiL SPAGINO NOTES 10.Tlpr"I ext-rlor walls and roof to Le ehere.,Iwd with?.'axterrior e,�radat ptytpood or 41fs'om SM-ATHING LOCATION AT PAN M- EDGES SUP'P'ORTS IN THE PANEL FIELD NOTES pfywoo4 group I,APA rated. Ply nod to orm over ail platers and heatdars. > o �°YF'SUM WALLBOARV V COOLER 0 O.G. FIELD 6d COMMON D 6" O.G. Bd COMMON EIi 12" O.G. SEE NOTfaS:l,3(BATH FIJ=L.FJ:a) 10' O:G.FIELD �t� II.F'►-ovtele etrslattem taaff►es at nave vents Iamtwenr�I rafters. INTERIOR ZONE NOTE: 2 FOR PANEL Flf_-LD 4' FMII-T W&E ZOWE Ptd COMMON 0 6" O.G. Sd COMMON 0 12" O.C. SEE NOTEr 5 12.Extortor fl and peing to at eorrecre installs y at ail ved construction bion pr roofs,walls,chlmrtay!s, J` `ILL SHEATHING, Nf`�I L I NV 5VT�iI�PULE: ♦�"O1'�tlan',and pertatr�ations ser rec�vtred by approved eonstrvckron practit.�s. 1m ear►aral contractor to provide adetliate attic verttilatlen and roof vents. NOTEaV A THESE NOTES > f3.E ONLY' TO !BE REMRRED TO IF MENTIONED SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAIL G?UANTITY MAIL SPAGIt NOTES 14.Provide apF°:roprrats soffik ventilation at ovcr�tang�s. (�t� OL 1). FOR w.A1..L SHCATHIN65 YWITHIN 4 OF THE COR10;S,THE 4 FOOT EDC-E ZONE ATTACHMENT A5 rM TABLES 41 AlDi ""'_ PsE�lUIf�E1vENT5 MALL Ela USED. STFsUGTU4'aAL PANELS 8D COMMON wFGM - 580 Wit FROT TL c.Otsl„ OIJ 1t0TE5 2). TAf:3tJLATED 12 IAIGH O.G.NAIL SI'AGlNsS ASSUMES SHl=r4ATHIN� ATTAG41�7 TO STUD fRAMllelG h1Eh�Et'.5 Aetcptact prem-Standard for r r>e C sruct�!t Residential construction;s5�lo-q�and Ids 6D COMMON 5" O.G. EDGE SSG Hls1i l td f;clition tar e7 Fr Yb Construct". co WITH GX?.4R. Fort FRAMIHC- M ER5 WITH <0.42<G<,THE NAIL SPACING SHALL BE 7(6" 0`-� F'I-YY" OD b" O.G.FIELD Tb Pc�astanrro arrd Gorer.sctor6 for Ytood Frarrre construction F'„EDUGI-� TO 6 It�t-IES O.G. -f" O.G. Ever 1.A continuova load palet bretneam footings,leaned attorn walls,floors,clads and reef framfrlg shall 5). FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL SE PERMITTED TO BE USED TO BE &YPVdJM MALLBOARD 5D COOLERS 10" O.G.FIELD NOM be provided. SMSTITUTM FOR COMMON NAILS. D�: .iOFiN R. 2.p�rove�t cornetterm,anchors oatd other fastening dcsvtcam not hr.kadetd tt ttnaQitcrw�ard f'vil •Ing code,Ttbte 2306.1 shall be installed h accordance with manufacturer's 50ALE: NONE recommendations. FLOOR 5HEATH I NO NA I L I NO SONEI�ULE' S.Met"It ffolpl, In scrs,shall be�nrtt!+r steel es r ofeltrdry d of movalltzeren-or eubjAet .R.lB #: Ila to calk corrosion h costal areas,shall be at✓atnlcee steeel or hot dlppetd gaNanixed. JOINT DESCRIPTION HAIL CIUANTITY MAIL SieAGIh4G NOTES 4.Mere,mrdawe and c+loore inti wood structural el sheath Ansi std. preen :ea.g;` 12ATE: 4-11-O0- erupt pan sheathing '"g, `s'9 ' . !. . . anchors or correctors shall be provided of tree top and bottom of crtppi®studs,herader,sWels, u i� STRaJGTU1�J<L PANEL b" OAC.EDf E and at leant one stud at each elder of opatFtg. ( 5HEET NI ER: 6V COMMON NOME collar { l I' OR LESS IZ" O.G.FIELD s.fttdgs 6tropa shall tea attached to eeaeh pair of c'P'P°sin9 raRtrars except wlterd,eoUar'Etes of •t�1 �. Ix6 or 2x4 limper Is located in Wr", third of attic ep+oce and attach to each par,'of ref MOTES 6.UpIlM cr�rrrrators shall be provided at each rafter bearing. THESE O S � ONLY TO BE 1°-F PSD T(? IST OialE�DU�E T ONLY. F4 I 'i.Floor to floor hold-dQrins to be proAdad every 45,and every Ib'within 4'of e<icker� Y+ i, � r•D{ t I . NAILING R.EGUIF.EMG- TS ARE BASED ON WALL rl v4fEATHINsS Nr0.1LED 6' ON-CENTER AT THE comers. r ± PANEL EVC-E. IF WALL 5+IEATHIMrg IS NAILED 5" ON-CENTER AT THE PAt`ML. EDC-E TO b.5►Il Flats to i'-ovnct tnIn. :vIt dims r o platin shall ' anchored to thohe foundation. Ainwith OBTAIN HIGHER atlE,�'+R GAPAGITI4=5,N,�tlLlt � FCG2UIt?�M1ET{T5 FOTO STRUGTUi AL MEMERS F35 c>ncirn bolts hall t a min. mrd dlcd!tdrtto of:t/6"cetd e x e x Of misC-A rlO A Andw m bolts, 541/[0[1. BE DOUBlJ D OR U-E ALTERNATE GONt iEwGTOF�S SUCH AS SI BAR PLATTi=55,S�i�lL.L QE or artWll h bolt shat)tit enbaprovidwd w!1afi t to 12 trlrs of eas.Ft Band oP aa^�h plea±:. shall haver a mInittnum 6ttd�esctrlexet of'f inc h eanerate/ foundations. /tinchor bolts : U�•-,ED TO MAINTAIN LOAD PATH shall be located within 12 Inches of corners mind at epacing not exceeding 4 feet on conker.`^� ®T1HH• . 2). w4-!EN WALL StiEATHIMG IS CONTIM10U5 OVER CONNECTED ME11-MR-,THE TABULATED PfUMBm OF NAILS SHALL BE mmmmry TO REDUCED TO 1- 160 NAIL PER FOOT. LOCATION; I� avh aNQ� l� %� (number & street) (municipality) SUBDIVISION; MAP NO.,. _ LOT(S): .� NAME OF OWNER(S)': OCCUPANCY; l q.WtW YL 0 (type) (owner-tenant)- ADMITTED BY: _ ACCOMPANIED BY: _ KEY AVAILABLE: S'UFF. 'CO. TAX MAP' I0. 1000- (o . SOURCE OF REQUEST: DATE: o DWELLING TYPE OF CONS'TRUCTI'ON: �y1. 4 m-=S; '# EXITS: FOUNDATION: ,�ASVMENT; , 'CRAWL SPACE: # OF BEDROOMS,. 18T FLA: , 2NDFLR: 3tD FLA: •BATHRO'OM(S): TOILET n0M(S): ,.� ' UTILITY ROO'N1: PORCH,TYPE AXAD'E•CKI TYPE: PATIO;TYPE: BREEZEWAY:' . _ FIR.ERLACE: GARAGE: `�J DOMESTIC HOTWA'TER: TYPt HEA ER: AIRCONDITIONING: TYPE,HEAT:" WARM AIR: �' ' IIO'TWATER: . # OF KITCHENS:.--�,L�! FINISHED BASEMENT:- YESu NO � c OTHER: �- ACCESSORY STRUCTURES ' GARAGE; TYPE OF CONST.: (N��' `ORAGE,TYPE CONST.: SWIMMING P'O-OL: UEST,'T'YPE CONST: . OTHER: VIOLATIONS;. CHAPTER]4-4 &N.Y, STATE:UNIFORM FX PREV$NTION & BUILDING CODE LOCATION DISC PT10N ART. SEC. REMARKS INSPECTED BY: �A�S'.{� DATP, OF INSPECTION: �y TIME START; HUM