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HomeMy WebLinkAbout48831-Z t.. TOWN OF SOUTHOLD 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#: 48831 Date: 2/1/2023 Permission is hereby granted to: Divello-Haase, Diana 305 Tuthill Rd Ext Southold NY 11971 To: construct accessory garage as applied for per SCHD approval. At premises located at: 210 Arshamoma ue Ave, Southold SCTM #473889 Sec/Block/Lot# 66.-2-50 Pursuant to application dated 11/4/2022 and approved by the Building Inspector.. To expire on 8/2/2024. Fees: ACCESSORY $343.20 CO-ACCESSORY BUILDING $50.00 Total: $393.20 Building Inspector �, TOWN OF SOUTHOLD—BUILDING DEPARTMENT �� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 . Telephone (631) 765-1802 Fax (631) 765-9502 lett :lw !- tttlto ' Date Received APPLICATION FOR BUILDING PERMIT Jnr Office Use Only n ! 1 PERMIT NO. X� — Building Inspector: Appficatrons and forms must be filled out in their entirety. Incomplete applications will not be accepted Where the Applicant is not the owner,an min8"'U)1NGOEpT wner's ED OAuthorization forrrr(Page�2)shall be completed. n►rTyni n Date - � OWNER(5)OF PROPERTY': �_. gw SCTM # 1000- Name: Project Address:) 0 kg-S tiG' nL-- -z? --- Phone#: Email: Mailing Address: CONTACT PERSON: Name: I�JI �`F w. i , k-i Mailing Address: 0 L()9A �' ' M o � Phone#: (���1 - � —�-� DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address:. Phone#: �f - - S5 / Email: Jc: c l CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DES ,RpPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated � 0-�'t of ro,je t: ❑Other $ Will the lot be r re-gaded? Yes ❑No Will excess fill be removed from premises? ❑Yes o 1 PROPERTY INFORMATION Existing use of property. � � Intended ._,.��...�.�._..�� ..�, m. _... qk ded use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to �. this property? ❑Yes �>No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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, add'dions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(print name): /Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF�,_....._.._._.�) w° I 1 �{ ' '� being duly sworn, deposes and says that (s)he is the applicant " , (Name of individual signing contract) above named, (S)he is the " w (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 day of. ..W �........_�WWW�, 20._ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at _. tt � ' do hereby authorize VV l CL L „ to apply on of Southold Building sor______. my behalf to the Town _. Id !ding Cepart���e��t ��� aNNivvai as described 'Herein. �µ Owner's Signature Date Print Owner's Name 2 C S.0 vt. NO LIST--T: 1000 SECTO)N�6-1 BL---K: 2 LOT�`S): IT�R 21-2361 t D E- sso -BUM --PIC DEC 01 2022 laq 1 DATE 10/1, 412021 H,S N! R-21-2361 11 ,n11a MAIN PWAD — 7 -OCIL DP'�'AELL CR�55 OOCT-, ON W N 0 F S 0 Im, T EDR-0011,11S 4 AN A- -2-A ATE PROPOSLD 4 Br-PCIi STS-El" c v the S -I a r me LIM I 2- C cIew i4eafth serv- L;41— VACANT 174.!66�'� 2-7 754 48 hours In 150 A. T -31)859, Z� wT 5 N WON "N' advance, v sc 2 Z 1, , - -y - WATER Ell 5111 III—E, 9'r(2l cc,� /PLJBU- NATE-L R7' VACANT 150, " z 0 -et 2- El I-L, f -12 I—A Gl— 169.32' R!,I e,0,1011 w vACA T -c�'E� S83 150,N SP-,!OENT ON HAY aAl k. LOT I �F-'O- -s Lei E3 —RCA-- Ct EAN CLT SLATE S 0 P S E ND -&LL UO ILU, NON-COMF LOT FRDNT YARD 35'MIN SOr �ARD� 10'.VIN 25 REZ YSRL:3� V.,N A THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL RrATSED !1-01-2F ELEv.22.8 11 t OF Al�oVFG R CA �lu IC rNO AR N rR TO IF�flZlr, �60TP EX"S11C CR. �OR L OCA TIONS SHOKIV ARE FROM FIELD 0 SERVA TIO S P,S r 1 01-0-22 OL ,BROWBs NO 1.2 AND OR DATA OBTAINED FROM OTHERS REVSD 08-16-21 '8 BROWN C W ARE 30 ACRES -�--------------------- SM �L BROWN A: 12.88'03 SOFT - D GAMY�ND 1,5' 0"�A. 'Es CF F-4F SURI'lly UOAi�.-'1'Z-,O AL1111­-­N"'C1 AN TT`O�FAOr� I.0LTRAI"I 5r"Ca.,?n y -�CA I- -%D;-DEA"A" TIE AR S CW30S=-TO,R F, �OODC a -Cop- GUA-%lTLTINRCA�0 HE�ERA Sq-� 1 A , ,I No T 5R TO BE " -1E SINI-vF 6 No ly: RVST'T�I- ORN�A. PALE NOT��N� BROWN I" OOIS�FOP 4,1,AN hT5 QEHA��10 Ak 11OF jLAT�JN 15 AR� OORA&tt P3TEC IEWT--,1114-1�,TIE 'EAONC�N5T,�R�CL DRAiNAGE C Lu� -1E 01:,.FAsUAs�,c'll HEREc""0"161 Alcl-1- I iN-�,-o T S-,WClJ1E5 ARE�lR I ElFFC,�C 'A'D ISE A`EqEFONA A'�-' S MEDIUM NOT-EANCO TO'o,,TIFAT ,F ATTFOITY rn,��0, C, -E ERECION OF STPUCTUR--5 OCATI-NNCVE1jOp7 EA5E44EN-s P SAND - -lD Aor - -N:,tHE 10 AT 1?CSFD DWELL;N- Al'-GVEREC PORC-"� ",5,- SC ANDI,�ea,,,Fe A� 6- TACO IN ESS r TDO,CW tHE 10 PRL DIP c,L, NEN RAVEL E) a,! -�6!95< 262 FFC11"?c 14,3' RRAE�CT� LOT 6�OC< i F N�F,C F-7E Or FP Dqy',VLL -265z� PpcT-,0E-,, NAP D-1EDON-STATES 0 D MARCH 16 1946 No742 A� GZRA�E 'A' SITUATED AT,SOUTkO:-, �-1' PFCOv D-D 0 30 60 ORNOVELL-- L F_� TOWN ur�S-OuTHU A X AOAS— WA- KENNETH PLLC —IJ,' Y N1 WOYCHUIK LAND SURVEYIN —17 FOR P0, SUPPILK NEW YORK Professio-1 Land Surveying nd Design JUNE 20.2021 P.O.Box 153 Aquebagre,No,York 11931 L-:�:�22]22 ACnLE 1-30' CATEL UNE 18, -,uDl DO PH.N. FAX(631)298-1688 K.WOYCHUK LS N _ Q N p N O 0 O IN! Z o� N wQO� �c 3 z Lu � Lu L6T MET U Q s »s �+ $r`S .. ... ., .... _.............._...._............. .............. ? ram' 4 .. .. � ��n 3 � 4 2. -;•:•...:i<- .,e1:k466'•s«:f,A�.b fie; ',:�,:, 5 �• . ylw " 4 _ ..... Wrl. Lily At r \ :�1 � �_ .. �§�: '.�;.. �� `�� i I. Ij!jl.I.l ll. z 3• :, 1 .: I l.11..l. m 75 ................... ............ ..... .. e _... s,,..,,...,,,,: ., m:. ,::..�;:.... '. .., ,._......._..:..............w..,...........,..... �'.�\w°'::.'�• -•� �`S,'�r.>!\.r �`�-.4,IG�`,r 1 , ------------ EE In I� 3I s _ iI' _ s r .. _ :.,.:,...I I,...l:..,.,....�.1.,.I...;.I.. ... : O ........ Q tf) I O : I FRONT ELEVATION Lu SCALE: >b"= I'-0" ---- Lu O U _ W z 00 O (L. W U f � Q Az� Al /N r LIJ u O � Lu tL Lu 3 a� z � a U � z � FRONT ELEVATION YARD SIDE ELEVATION L SCALE: 4" = I '-0" 5CALE: 4" = I '-0" w U N O F IVFk,MYO � A� pv 9 Nuv U 4 gng2 o BUILDING DEPT. tia 9 m�nlnl nr onl l-rLJnl n OA 0570 ROFESSIQCIPL I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW O N � O � O N 9�'7' LVL RIDGE; ARCHITECTURAL ASPHALT > z o6 SIMPSON C520 ROOFING WITH 1 5# FELT a) N N CONNECTOR(TYP. ALL) OVER 8" CDX PLYWOOD w Q m b WITH ICE �WEATHER SHIELD c� @ PERIMETERS it VALLEYS z o w U Q G o N o 0 12 �(o BOLT ALL CJ TO RR w/ 2-i" CB 10� z 5IMP50N H7 CONNECTOR un I xG FASCIA, CENTER N BEADED VENTED VINYL 2x I O CJ/CT @ I G" OC j j SOFFIT; G" OVERHANGS ........:........................... .... .. I?..... N ........'.... 2x4 STUD FRAME EXTERIOR ; j _ 2- 2x8 HEADERS ABOVE WALL @ I G" O.C. w/ R-1 5 ! DOOR WINDOW UNITS; 2 32 .............._............................................_ ........_..........._............_.`............... C520 STRAPPING INSULATION, -�' CDX PLYWOOD N to ....................................................... _! O SHEATHING, HOUSE WRAP SIDING AS SELECTED; z" GYPSUM BOARD ON INTERIOR OF WALLS ! O O m 3 Ln 2- 2x4 ACQ SILL PLATE i I i j >_ z N OVER TERMITE SHIELD 1 4' POURED NCRE'E 5U,E3 E OVER SILL SEAL; PROVIDE SIMPSON C520 ✓ b COMPAC I- ILLITH 41 00 W/ LPT4 CONNECTORS _...... ... Q cn GAUGE WIRE _ 8" DIAMETER ANCHOR BOLTS BACK ELEVATION w/7" MIN. DEPTH @ 48" O.C. UNEXCAVATED W/MIN. 3"X3"x4"WASHER @ PLATE m SCALE: 4" "= 1 '-0 8" POURED CONCRETE —� FOUNDATION WALL W/ U-i 1'-4"X 8" d. FTG.; PROV. (n 2-#4 REBAR IN FOOTING (TYPICAL ALL AREAS) Lu O "NOTE: CONCRETE SHALL BE PC = 3,500 PSI @ 28 DAYS BUILDING SECTION "A11 Q W FOOTINGS SHALL BEAR ON (� Z UNDISTURBED 5 BEARING CAPACIT15(9ALE; !" = 1 '_Q" 4 = - 0 1.5 TONS PER SQUARE FOO Lu O � O � (L W U U Q L RIDGE; 51 C520 CON R(TYP. ALL) OG JOISTS TO FINISH I x2 CEDAR TRELLIS 12 ON WALL UNDER @ I G" OC ON FLAT 10 GARAGE SOFFIT 2x6 CEDAR PERGOLA +�O JOISTS @ I G" OC 2x8 CJ/CT @ I G" OC PROVIDE SWIRL END DETAIL TO MATCH lLJ GIRDER Q-- N 2 32 Ln I xG FASCIA, CENTER Li BEADED VENTED VINYL 2- 2x8 CEDAR GIRDER � �? SOFFIT; 12" OVERHANGS FLANKING POSTS * BOLT THRU CZ 1D POWDER PM a ENTRY PROVIDE SWIRL END DETAIL LL_ 2xG" ACQ LEDGER BOLTED APPROX. 8'-1" +/- HEADER LLJ L TO FRAMING w/ 5" "LEDGERLOK' HEIGHT ABOVE GRADE/PATIO 2x4 STUD FRAME EXTERIOR SCREWS @ I G"OC; HANG DJ LT FROM LEDGER w/TEC05 °� z WALL @ I G" O.C. w/ e" CDX 4s PLNVOOD SHEATHING, WRAP -a" PLYWOOD a"xG CEDAR DECKING �L lt SIDING A5 SELECTED; z" GYP SUBFLOOR U BOARD ON INTERIOR OF WALLS PROV. H4 CONNECTOR z c� BIGHT SIDE ELEVATION 2xGAGill 2xG FJ @ I G" OC SCALE: 4" = I '-0" 2- 2x8 ACQ GIRDER 0 o GxG CEDAR POSTS BOLTED THRU POST W/ m ANCHORED TO FOOTINGS s 4" POURED CONCRETE SLAB (2) A" CARRIAGE BOLTS PROVIDE BASE TRIM DETAIL W v ON COMPACTED FILL 51MP50N ABU44 ° CONNECTOR(TYP) GxG ACQ POSTS ON 12" S�A� F !ve;V ro 50NOTU13E w/ POURED CONCRETE FOOTING BUILDING SECTION 11 B11 TYPICAL DECK FOOTINGS ` to 1 a 4, o SCALE: " = I '-0" '.4 4 BOA • "�OfifS S 10,9 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW N N N 4 N p Z o� O N N z Q 4'_0" g_G" O Z_ uJ LLJ 3'_4" _ —i IL.1 t U Q 4.0" TW203 4'6 N POOL TOWELS 2x8 CJ011 �5, TION 30G8 I Gil POW R B DECK ROOM - a N 28G5 2xG R THER RU @ IG" C. a 24G8 OPENING - E WALL LEGEND: ROOF NOTES: GxG CEDAR POSTS —g_g NEW CONSTRUCTION • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER ANCHORED TO FOOTINGS m ENTIRE ROOF AREA. 15# FELT OVER 5' CDX PLYWOOD 8 10 N 2"X 4" STUD FRAME EXTERIOR WALLS, 4) o SHEATHING WITH ICE �WEATHER SHIELD AT ALL PERIMETERS R-1 5 GATT INSULATION, g" PLYWOOD AND VALLEYS. 2x 10 CJ/CT SHEATHING ON EXTERIOR, HOUSE WRAPC. 'x • ALL OVER HANG DIMENSIONS ARE AS INDICATED; _ - O SIDING SELECTED; 2" GYPSUM BOARD 1 xG FASCIA AND VENTED, VINYL BEADED SOFFITS. 6' � O secrloN ON INTERIOR SIDE 3 Ln B • 10:12 PITCH OVER ALL ROOF AREAS j E z N 2"X 4" INTERIOR STUD PARTITION, O � 2x8 �RR 7 w/ I LAYER 2' GYPSUM BOARD ON EACH RUNOFF NOTE: E 2- 2x8 CEDAR GIRDER GARAGE @ i G" O.C. SIDE; USE MOISTURE/MOLD RESISTANT s O FLANKING POSTS BOARD IN BATH * USE CEMENT BOARD GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS ca L o C) BOLTED THRU ON ALL AREAS TO RECEIVE TILE AS PER INSTALLER-ALL LEADERS DRAIN TO 4" 0 PVC PROVIDE SWIRL END PIPE TO NEW DRYWELL5. DETAIL • CONSTRUCT 8'-0"WALL PLATE HEIGHT THROUGH BATH SECTION. 2x6 CEDAR PERGOLA o 0 • GARAGE AREA TO HAVE DOUBLE SILL PLATE it 9' PRECUT WALL FRAME. RUNOFF CALCULATIONS: JOISTS @ I GilOC 1D W N ALL WINDOWS TO RECEIVE 2- 2x8 HEADERS ABOVE, OR AS SHOWN; 5 19 x . 167 x 7.5 = 650 gallons of runoff PROVIDE SWIRL END OPE PE OLA O MULTIPLE UNITS TO BE FACTORY MULLED, UNLESS OTHERWISE NOTED. @ (1) 1 '-0" x 8'-0" O capacity = 300 gallons DETAIL TO MATCH FZ G50/ 300 = 2. 1 W GIRDER —1 • 6'-8 4"WINDOW HEADER HEIGHTS AS FRAMED ABOVE 5UBFLOOK OF > BAC Runoff Containment Requires: —' K SECTION AND SHOULD ALIGN THRU OUT. (1) 2'-0"deep x 8'-0" O ring OR equal uJ O 1 x2 CEDAR TRELLIS —I V • ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, _ @ I GilOC ON FLAT WHITE INTERIORS � BETWEEN THE GLASS GRILLS, STYLE AS SHOWN ON (provlde5 G00 total capacity) ELEVATIONS $ ON WINDOW SCHEDULE. Q LU • ALL DOOR/WINDOW UNITS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE z NOTE: CALLED OUT ON PLAN; OVERHEAD DOOR HEADER AS INDICATED. PROVIDE WIRIN VERHI AD LLJ ~ GARAGE DOOR MANUFACTURER SECTION O tz O IN ACCORDANCE i THE A OO 0 2x6 CEDAR LEDGER RESIDENTIAL ELE 8'-0" DOOR w/ BOLTED TO GARAGE OF NEW YORK STATE 2- 9 z' LVL HEADER ABOVE (�— W C520 STRAPPING iif@tPl tt"� # EEC * •'Web So Are � ©F NE- U �P O U Azl 'omplianc Certificate � �•Mq �'� Q 13'-2"H R.ABOVE SLAB z 41,11' o GARAGE PLAN "� 05709'6 SCALE: 1, = I '-0ii tom+�'° 'Y �4am FESSIONP�-�� � '� >+40 ft2 quitol x *% lW Ja ftP&—W o ROOF 4"O ROOF 0 �. o rro NnK't. f..7a��iara•r'R'I»s t 0. ainum l iR 11i 'per u+e /1 Rdrdmum�'�.' 1La vdr ' 7k7a q W � law� Ira hc�wb�[nrca ar•tlaerkawrrs a�at ati> IV o Ic i w Yi pal�ixnaaii*a+a 6 ohs +x �wwwa,vr atwha-6a GENERAL NOTES: ����7 � �°S t5::�.Y:83 a.� k �`@:'??5:0��'. �,.' €a" ��?e�'Y •ias i o���P&` .'i� ., z • The information on this set of construction documents is to relate basic design t intent and framing details. They are intended as a construction aid, not as a � 0 nyel Assembi3 5 U substitute for generally accepted good building practice and are in compliance with TH I � � current 2020 New York State Budding Codes and the 201 8 IRC. The general contractor — 2 is responsible for providing standard construction details and procedures to ensure a 13" professionally finished, structurally sound and weatherproof completed product. F.A.I. I 1 4 1 1/2 16"e°jjrs_AUWj0q& T0—% +42$ " to 3� a )s AS A# • General contractor to coordinate all subcontractors, scheduling of work and y� y .� 0 a 4t 417 i interaction between trades. , , • The contractor is responsible for ensuring that all work and construction meets 6' or exceeds current federal, state and local codes, ordinances and regulations, etc. ` 3 IDS 4 4 FIRST FLOOR u These codes are to be considered as part of the specifications for this building plan. I I/4 3 Fcsg-wc5a7d,"4TAM 42S ",.1.J0 21`4.iQ ,lt,1023 11111.b'�'.�` 10 • If in the course of construction, a condition exists which disagrees with that as Till p4w4od *44M&Wt44l a ICWW 04 wits0*11Is.: 0 4-mt i'*arjo*-W � indicated on these drawin s, the contractor shall sto work and note the deli ner ta�tia a 3W3Mlstiwolila e4tki& � s '�Ioi � X\4 a+tstts 9 P notify g C.0 _ TO 5UFFOLK COUNTY DEPT.OFF 441 +1 @y 5MS �r i dyd."P the engineer immediately. Should he fail to follow this procedure and continue work, HEALTH 5ERVICE5 APPROVED he shall assume all responsibility and liability arising therefrom. 4"C.I. SEPTIC LINE. • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. CRAWL • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for SLOPE" 1/4" PER FOOT PITCH TO DRAIN construction means, methods, techniques, sequences or proceedures or for saftey precautions and programs in connection with the work indicated. There are no warranties for a specific use expressed or implied in the use of these plans. • Contractor to provide hardwired smoke detectors, with battery back up, and with no intervening switches, on all floors and in each bedroom. Verify with local code maso 1wakovewago lap&xdaft: M A01" requirements as per Section R3 17 New York State Residential Construciton Code. Data 111184WITRI! p'a9g x ce p Install carbon monoxide detectors as per code. 3 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW NAILING SCHI IIULI I � N 2015 WOOD FRAME CCNi5TRUCTION MANUAL tL a \\g j Tom.t7 " �.I "TI#DAt O\o\: \. .: 3L1AL1T 1' i <•: .; \\\\ A"PA; \\\\., O �0 \ \.\:. .•:.: O N m. ;f+. 1GJl�rtY �v., w.0...j�^.:�.v�\,,..R , �...� Q RAFTER TO TOP PLATE !TC E NAILER 8'-0'MALL 3-3d PER RAFTER U p -_.._.._._......._.._.._.__..__.._.........._......—T _.__.__...._..........__.___ _. ..................._...._._........._ _.. .._.._...._.._..____..._._.._.____ __. __......_...______._._ -€O`-0'WALL:3-Sd PER.RAFTER Z .. � _.........__..._.._.__........._........._..__._......._...._.__.___ __.___._.._.___._._._.__ --- - - qJ lL CEILING JU'IaT TO:T PLATE (TOE NAILED E�`-0`4NRtS 34E 4 PER J0 1 QS' -I W Q _ __J......_.�_ �/ U Q �/ I05-CI`WALL:4-Sd PERJt315T cElLtiaO.t..... C?PARALLEi l2aFTER __.__FAC EMAiL�. _SeETRt E _� Erct_t_LAP 2x6" ACQ (EDGER BOLTED CEILING J019TLAF5OvERPAKMION9 FACE NAILED __.-__5LETABE8.7 EACH LAP TO GARAGE FRAME WITH 5" _.. .... ._.. ......_._...___ -- ................._...__.._.. � _ __ _..__.._._._.........._.._____ COLLARTIE TO RAFTER_ =FACE NAILED 5EE TABLE 8.4 PER TIE LEDGERLOKuSC EWS @ 16__......._.__....-..._-_ _ ____-..._-.-.__.._.._......__� n ---..._.€..__...__......_._.___....._....__.____ O.C.; BLOCKING TO RAFTER ITO'E NAILED 2-E+d EACH END _.m ._... ... _.._ ._..._.. _ M RIM BOARD TO RAFTER. !END NAILED 2-tCal EACH END HANG D.J. FROM LEDGER WITH -- ...._.. ____...___.. __.._..__....,_......._.._.__..____ __,_...�._��____..__,____________-- SIMPSON LU2 e-G 1-6 4 0 A4 - L TC?P PLATE TO TOP PLATE ;FACE NAILER Z-"I Cd PER FOOT , o * — TOP PLATES AT INTERSEGTION5 !E E-NA�� 4-1 Ca JOtNT5-EACH 91DE 3'_3° 3 6 ACCES ........__........._._......-_.._ ... ......_...............__._._-'----__ .. .. .__....._....__.._...___.._._... .---.....................-------�._ .. ..._..__......-------------_.............._..—.-.—__._. .___....._____.-____— .a 'o 5TUQ TO STLD !FACE NAILED 2-16d 24°O C HEADERTC?H1 ADEc ----___ - !FACE NAILED I_Ga — I C M ALONG WGE5 E .... _.._._._... _....._......__._ _--.. __-_._.... TOP OF,BOTTOM PLATE TO END NAILED 2-I Ga PEI.2X4 STUD 6 ACO DJ ca ---------..__.. ._—_-__ I G" O/ v —. b l ECT ON I------_._._.__.__. 3-€6d M R 2XG 5TUD B VENT ....._..__._...._.___._.___._.__._._.._...._.---___-_ 4-IGa PM 2A5 STUD O CODEA5 PE ------__._--- _ __......._. _ BOTTOM PLATE TO FLOOR J0I5T, < _ bJ BANDJCNST,END JOI5T,ORBLOCKRdG I FACE NAILED 2-16a `- PECFOOT LGUM2G-2-SD5 x N FLf3taR FRA I G177, a C9 J615T TO 5ILL,TOP PLATE,OR GIRDER (TOE NAILED 4-Aa PER J015T .. L BPJQGINGTOJC.`tST ?TO`ENAILED 2-8d EACH END _ .,�; • ,. .: a .' � ?O PLR>C , G TC3 JCtST I TOE NAILED 2-5d EACH END 6 BLOCKING TO SILL OR TOP PLATE !TOE NAILED 3-16a EACH BLOCK _ —8'-10 ___._...-_._. ._ ___._._.__..........._.._.._._. .--._._._-. � WALL LEGEND: > E z _.._.__.__..___...___._-- -____-. .-� FOUNDATION WA LEDtaER STRIP T{?BF_Aht I FACE NAILED 3-1 Cd EACH JOtSf JOM ON LEDGER TO BEAM 1TENILED PER. � PROVIDE 51MP50N PHD5 E ........................... ........................ ................................ .. ... .................. ........._............................_................. <D AWJOt5TTOJOI5T EN1)NAtLED $-I" PERJ015T HOLDDOWN (TYP. 2) 8 POURED CONCRETE FOUNDATION WALL ca m � t ANDJC�It TCr�t[Lc�R.TOr�PLAT IT+ENAILEra -rya t�ERopr ANCHORS AT ALL CORNERS WITH KEYWAY* I -4 X 8 FOOTING; PROVIDE L _..._.._.................._ _. _._ __ _ ._.._......._....._ _ ..__.........._..._...� ca O ❑ THROUGHOUT 2-#4 REBAR WITHIN FOOTING. FOOTING DEPTH L_-) Q 0) O FHEATHIN :;_, MINIMUM .. ::. :< .' >. `4' 3'-0" BELOW GRADE j 4'PERIMETER EDGE ZONE- IG'O/C-G"AT PANELEDGE5 SECTION DIAMETER ANCHOR BOLTS STRL€CTURAL PANELS I Sd AND AT INTMlEDIATE 5UPf'ORT5 IN THE PANE,FIELCI B .............. . .._._......_....................................................,.............__....._....... ............... ... ............._....__.......... ....._..............._.... .............__........................................................... _..........._......_......._..............._ w/7" MIN. DEPTH @ 48" O.C. tNTERIOR PONE- I C°Q?CC-C"AT PANI3 EDGES AND 12"AT I d INTERMEDIATE 513rTOK 5INTHEF'ANELftMD w/MIN. 3"x3"xL'WA5HER @ PLATE fOR KOOf=r3HEATt1€'•4G I,�ITHIN,4'-CY CP THE rmiI iETER EoGE OF THE F.00F,iNCLU i iNG 4"-CI`ON EACH 51DE OF TH E ROOF PF_AIC,'Tl1E,4`-0'PERIMETER. N EDGE ZONE ATTACHMENT REOU!REN4ENT5 5i-€ALL BE LIMP. _:,.._....._ _._......._....._._..-......................................__......._..........._:...:.:.:.».::._...»:.:.:....,...,......._.....,...._-_........__.._.._,_._ W CEILING 511IEATftING, H a _..... a.. . ..... X 6 POST ON 1 2 GYPSUIti 4t RLLPrOAE.D Sa COOLERS 7`E.. 6 EDGE/1 Ct FIELD ` _..._....__......___..._.._.........................................................................�_.._.._...............................................�....._..... __.._.......__.........._........................................—______...____.._..�_.._.._._........................................................ SONOTUBE W/ POURED CONCRETE FOOTING GARAGE LLl Q .a... .. :...�:.....: ..a.......,..m.......e..:ci?� ......\:.:�e..e.:.. .....r,. .......................... ..�. .... .... " " " 5TRUCTURALPANEL5 1 €3a.Galy.RoofIng"oil 4 POURED CONCRETE SLAB j 3" DGE/GgFiELG P05T5 CONTINUE UP A5 ON COMPACTED FILL WITH N {.€2x€.5i x.711G`head) ........................................................_.._.,....,_......_...„.................................................d............,..____............................. Lu t IRa.Bati�,P.nc�Fln Mad FRAME OF PERGOLA •. W.W.M. 6 X 6/ lox 10 Q 125,132" _ 9 2•EDGEICRFIELD _.r .. ......._.._ _..___ �.�..�.._....... fr€ �:3r�s aal GAUGE WIRE (TYP. ALL AREAS � WITHIN GARAGE) z Fit3ERARD PANELS 1.Teri._GN....................................................:....."__......_....__.:...__._��._.......:.:_:,._......_ $"EDGE/E°FIELQ Q Q j25/$2 Bd 3°I<DC'E/G*FIFID U_ Lu ..............._ . ._.... GYMUM WALLBOARD 541 COOLER5 ? EDGE}101 FIELD �- ....... ... ............._..........................._............_._..............__......... i.................._.._.............. ..... ............................._.._.......... ....... .. __..........................._..........._..........................................................................._..... N 4'SAGE,ZONE- I G'Olt-1W AT PANEi.EDGES AND €2°AT O HARDBOARD G. 8d INTERMEDIATE SUPPORT5 IN THE PANEL PIELO O ................... .............................................................. 8d INTERRhSEQIATE SUPPORTS IN THE PANEL EL �_ mm . and::�,,,•- :^a• �.��.�or ;: V J STRt}CTVRAL PANEL)- €•' 3R t E55 }d,.. F EDGE(€2"PtELP o o' U _...____.............._....................................................._.._....__......................................................._..............._................................................................_._.....___.._.._ .. ._ - ....._..............._. ❑ Q ' Nadang r"Iremnts are'inased Om"if sheathing nailed C Inches OX.at the panel edge. If will sheathnnj is mIled 3 Inches O.C.at the pane€mge to 06taln €� here ca ac/t es,(�Iltn reaulrernEs€�r structurai ns-tt �rs shall EA ele�ulsieal,ear al SECTION g... .... ...1....._.......... ..... ... . _............_..... ......w. _... ..__._ . .._...._. .........__... _� _�__ .__ ' When aotlsheathinglscontxnuam Over eonnectedmcmbcr ,the tAut4s4numT;+era€ HTT5EKIES LOWER FOUNDATION WALL A v HOLDDOWN HEIGHT AT DOOR OPENING •.o o: CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS 5' PROVIDE 1@•SPACING 3'- 1 0'-3" 2'-1 0'�z" QF M BETWEEN THE END STUD UPPER SHEARWALL �,�Q,CE �W rO AND THE 2 OTHER STUDS BOLTS NOTCHED RAFTER FORALLOWING CONNECT CORNER STUD CORNER BRACKET IG-0" RAFTER HOLDDOWN INSTALLATION TO TRANSFER SHEAR ANCHOR P �� RIDGE FASTEN WITH 16tl 1 W RIDGE COMMON NAILSS @ 8'O.C. y. + 7C n SIDEWALL ? t O ENDWALL lL THREADED Roo FOUNDATION PLAN `L' SHEAR WALL CORNER CONNECTION OIn TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING DOUBLE PLATE SCALE: 4" = I '-O" FO N� 057Op��j C\ ANCHOR KING STUDS BOLTSRBRACKET pRoFES S i()•-(�P�- W LOWER SHEARWALL I I_ CRIPPLE STUD U--I , SHEARWALL TO SHEARWALL N RAFTER HEADER SHEARWALL HOLD-DOWN DETAILS r\' } N.T.S. \\\rrrllly RAFTER JACK STUDS U TOP PLATE Z TOP PLATE L DOUBLE TOP PLATE DEat'GN LOAD CALCULATIONS V � WALL STUD 3/5'PLYWOOD SPACER WALL STUD TYPICAL HEADER CONNECTION TYPCALRAETERTOWLL STUD CONNECTION A T RNAN R MINIMUM UNIFORMLY D 15T RIBUTErrt LIVE LOADS(Ibo) � L � V' WOOD I;Xt"t NO BALCONIE5 GO ^B REPER Oft OR LAND BEAM DEC( S 40 2ND.FLOOR WALL STUD (2)2ND JACK 5TUD5 .. 2'NG,KING STUDS ATTICS WITH OUr-S'('ORAG•! 10 N HEADER DETAIL (T)P TO BOTH 51 DE5) c _ 2ND.FLOORSUBFLATEOOR NOT To scALe ATTICS WITH $TORAGE i� 40 6T WOOD JOISTLOCKING WOOD JOIST RIM BOARD ROOMS(OTHI_I�'THAN SLMPINC31�OOMO) 40 W BLOCKING DBL.2X6 TOP PLATE t JOIST HANGER U iA 1ST.FLOOR TOP PLATES T1'P `J'LF>WPINC�i�OCJ iL�5 �`�,.[} � GIRDERNEADER U5E 5d COMMON NAIL5 @ G' WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD O.C.AT FIELD AND 4"@ d. EDGE5-REFER TO PLANS FOR DESIGNATED AREAS 5FAM AT ALL TYP. AT SEAM CLIMATIC AND .GEOGRAPHIC, DESIGN CRITERIA AT A JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER BLDG.CORNERS TYPICAL MULTI-STORY CONNECTIONS WD STUDS AT GROUND SNOW LOAD 25 lb5 I G"6'O.C.TYP. 1ST.FLOOR WALL STUD 112"CDX EXTERIOR GRADE BARK WND SPEED "[So mI41 1 PLYWOOD 5H[ATHING TYP. rxrowr,L 1ST.FLOOR PLATE RIM JOIST AS PER PLANS SUBFLOOR 5EI5M,IC'DE51C,N CATEGOIRY 8 WALL STUD WALL STUD RIM BOARD WEATHERJNG Imo, BOTTOM PLATE BOTTOM PLATE �Rr� T LINE IEPTfiI �'�" BATHTUB SUB FLOOR DOUBLE SILL PLATE NAILING DETAIL(ELEVATION) DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL NOT TO5CALE TERM, ITE MODERATE TO HEAVY' I LAIRiE:RE €ID YES 4 TYPICAL WALL STRAPPING DETAILS QQQ5LE JOIST FOR UNDER A BATHTUB DO IB 101 T FOR NON-B ARIN WA 1ST.FLOOR TO FOUNDATION GONNECTIONB NOT TO 5CALE UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW �O /660- 6 �_a�so CQ OQ 0 ✓ z § z N 0 cq ArtlEM MEET � � w i a 3 g g1 Lu � U) � D J: MM 41 R 1- AM M A�t z;l 221 or I ra� �4 ....... > E E ;5 (j) < 0 C) C) FRONT ELEVATION LLJ LuQU 0 T- Lu z 0 Lu 0 (L 0 CL Lu '17 CZ/ 2 Lu LL • — • Lu N FRONT ELEVATION YARD 51DE ELEVATION SCALE: 4 SCALE: 4 = I,-o,, ku t F )-o J. Nuv 0 4 M? D 0 BUILDINGDEPT 0. 10 57 UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW 0 � N u O 3'? LVL RIDGE; ARCHITECTURAL ASPHALT I o N SIMP50N C520 ROOFING WITH 15# FELT > N CONNECTOR Tr-P. ALL) OVER e"CDX PLYWOOD "' Q WITH ICE f-WEATHER SHIELD @ PERIMETERS t VALLEYS z_ Lu 0 363w G Q t- 12 a0 p•, fo(� BOLT ALL CJ TO RR w/2-z" CB 51MP50N H7 CONNECTOR I xG FASCIA, CENTER L BEADED VENTED VINYL el 2x I O CJ/CT @ I G"OC SOFFIT; G"OVERHANGS m � 2x4 STUD FRAME EXTERIOR --" -" ` - T 2- 2x8 HEADERS ABOVE W23 WALL @ i G" O.C. w/R-15 I 1cli I DOOR*WINDOW UNITS; INSULATION, �" CDX PLYWOOD L----•--- -- ---_i T e C520 STRAPPING SHEATHING, HOUSE WRAP*SIDING __.__.__...___.__. ......__._......_._. \ AS SELECTED; Z"GYPSUM BOARD \ ON INTERIOR OF WALL5 1 I 1 O 3 O 2- 2x4 ACQ SILL PLATE I z cLn V OVER TERMITE SHIELD 41 POURED N E B � 'OVER SILL SEAL; p' E PROVIDE 5IMP50N C520 COMPAC II;L� ITH s W/LPT4 CONNECTORS _.. W W,M,_6 XI I GAUGE WIRE L 0 p �" DIAMETER ANCHOR BOLTS Q cf) BACK ELEVATION W/7"MIN. DEPTH @ 4811O.C' UNEXCAVATED W/MIN. 3"X3"xk WASHER @ PLATE § SCALE: 4" = I'-0" 8" POURED CONCRETE FOUNDATION WALL W/ 1'-4"X 8" d. FTG.; PROV. U-i 2-#4 REBAR IN FOOTING (n (TYPICAL ALL AREAS) D LLJ Q 'NOTE: CONCRETE SHALL BE PC = 3 @ 28 DAYS BUILDING SECTION "A" FOOTINGSGS SHALL L BEAR ON Q U-i UNDISTURBED 5 ! _ z BEARING CAPACITY(9ALE; " = I'-0" 4 O 1.5 TONS PER SQUARE FOOI Lu O a-/ 0 O Q- W U -, 1 L RIDGE; 51 C520 CON R 0-rr. ALL) JOISTS TO FINISH I x2 CEDAR TRELLI \ ° 12 ON WALL UNDER @ 1 G"OC ON FLAT 10 GARAGE SOFFIT l 2xG CEDAR PERGOLA + JOISTS @ I G"OC 2x8 CJ/ @ 16"OC \ /� PROVIDE SWIRL END DETAIL TO MATCH LU GIRDERtn / I x6 FASCIA, CENTER �? BEADED VENTED VINYL 2- 2x8�EDARO GIRDER 0 Ln SGFFIT; 12" OVERHANGS az IT FLANKING POSTS t BOLT THRU IZ 2 POWDER RM ENTRY PROVIDE 5WIRL END DETAIL LU '^ 2xG"ACQ LEDGER BOLTED APPROX. 6-I" +/- HEADER W • 2x4 STUD FRAME EXTERIOR SCREWS @ I G"OC; HANG DJK NEIGH ABOVE GRADE/PATIO N } FROM LEDGER w/TEC05 4°0 � � WALL @ 16"O.C. w/ J" CDX � z POWOOD SHEATHING, WRAP 2 z " 4" PLYWOOD 4"x CDDAR DECKING -, (DING AS SELECTED; GYP SUBFLOOR \ RI G h T SIDE ELEVATION BOARD ON INTERIOR OF WALLS - PROV. H4'CONNECTOR y 7 z 2xG FJ @ I G"OC x SCALE: 4" = I '-0" .` 2— 2x8 ACQ GIRDER\ § 6Sc6 CEDAR POSTS u m BOLTED THRU POST W/ m NCHORED TO FOOTINGS (2) — " CARRIAGE BOLTS w 4"POURED CONCRETE SLAB PROVIDE BASE TRIM DETAIL ON COMPACTED FILL SIMPSON ABU44 0 CONNECTOR(TYP) GxG ACQ POSTS ON 12" 1 F Nfyy 50NOTUDE w/POURED 5�A O CONCRETE FOOTING BUILDING SECTION "B" TYPICA°DECK FOOTINGS ' Tjr .y 'SCALE: 4 O" = I '-0" �: a BOA • 057�9y ��\_ ROF�SSIONP�' 2 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW N N o z 7;a;o�IC —7� J(A 01 3'-4' Q F- 4'-0" x TW2032 ,-6. Q 0 POOL Q Q 2x8 SECTION 16" P w DECK 3068 OOM b B 28G8 6 10 to 1 Ru 6@ I C Oi'ENIING WALL LEGEND: ROOF NOTES: GxG CEDAR POSTS —9.8" NEW CONSTRUCTION • GAF ARCHITECTURAL ASPHALT ROOF SHINGLE OVER ANCHORED TO FOOTINGS ENTIRE ROOF AREA. 15# FELT OVER "CDX PLYWOOD Q e-1a ly C 2"X 4"STUD FRAME EXTERIOR WALLS, SHEATHING WITH ICE 4 WEATHER SHIELD AT ALL PERIMETERS N O R-15 BATT INSULATION, PLYWOOD AND VALLEYS.' 2x 10 CJ/CT SHEATHING ON EXTERIOR, HOUSE WRAP . ALL OVER HANG DIMEN51ON5 ARE AS INDICATED; _ p` SIDING AS SELECTED; " GYPSUM BOARD I xG FASCIA A O SECTION ON INTERIOR SIDE AND VENTED, VINYL BEADED SOFFITS. B • 10:12 PITCH OVER ALL ROOF AREAS E N 2"X 4" INTERIOR STUD PARTITION, Oz 2- 2x8 CEDAR GIRDER 2x8 RR 777=7I w/ I LAYER�'GYPSUM BOARD ON EACH RUNOFF NOTE: E M GARAGE @ i 6 O.G. SIDE; USE MOISTURE/MOLD RESISTANT s ' FLANKING P05T5 BOARD IN BATH t USE CEMENT BOARD GUTTERS CONTINUOUSLY AROUND; LEADER LOCATIONS O BOLTED THRU ON ALL AREAS TO RECEIVE TILE AS PER INSTALLER-ALL LEADERS DRAIN TO 4"0 PVC t� Q cn � PROVIDE SWIRL END DETAI L PIPE TO NEW DRYWELLS. • CONSTRUCT 8'-0"WALL PLATE HEIGHT THROUGH BATH SECTION. 2xG CEDAR PERGOLA GARAGE AREA TO HAVE DOUBLE SILL PLATE it 9' PRECUT WALL FRAME. RUNOFF CALCULATIONS: � b JOISTS @ I G"OC 1D OPE P rbLA (Uj D N • ALL WINDOWS TO RECEIVE 2- 2x8 HEADERS ABOVE, OR AS SHOWN; 5 10 x . I G7 x 7.5 = G50 gallons of runoff PROVIDE SWIRL END MULTIPLE UNITS TO BE FACTORY MULLED, UNLESS OTHERWISE NOTED. @ (1) 1'-0" x 6-0" O capacity = 300 gallons DETAIL TO MATCH EC G50/ 300 = 2. 1 W GIRDER .j • G'-8 3"WINDOW uires: HEADER HEIGHTS AS FRAMED ABOVE 5UBFLOOP,OF ff Containment Re a � BACK SECTION AND SHOULD ALIGN THRU OUT. (I) 2'-0"deep x 8'-O" 0 ring OR equal � O I x2 CEDAR TRELLIS ANDERSEN 400 SERIES PRE-FINISHED WINDOWS, WHITE EXTERIORS, (provides G00 total capacity) @ I G"OC ON FLAT WHITE INTERIORS * BETWEEN THE GLA55 GRILLS, STYLE AS SHOWN ON ELEVATIONS I ON WiNDOW SCHEDULE. Q W • ALL DOOWNDOW UNITS TO HAVE 2- 2x8 HEADERS UNLE55 OTHERWISE Z NOTE: CALLED OUT ON PLAN; OVERHEAD DOOR HEADER AS INDICATED. PROVIDE WIPJN O OVERH AD L O GARAGE DOOR () �— MANUFACTURER O IN ACCORDANCE I THE sEAON (. O 2x6 CEDAR LEDGER KE5IDENTIAL ELE 8'-O" DOOR w/ O (n OF NEW YORK STATE 2- 9 Z" LVL HEADER ABOVE LUU BOLTED TO GARAGE t-C520 STRAPPING Can�rate�d b� RESihii Wib t�a ttire OF IV U ,, cr A U ON/ A21 Compliance Certificate � P ,.Mq °.�,� Q 13'-2"H R.ABOVE SLAB � F O Tlmject Pa we tWaltiers Garage �•. � � GARAGE PLAN 1! Ion seuRl,Bald.Nmv To* No 05709� SCALE: 4" = I'-0" c�a:, �te1q#adarnr Ro Krt = wow ce whuctlae -"ESSIOtA Cbn&btind Rani kut;„ 4o A2 44"&'" *% 1�A9R"Qikk ►rrrsRlY Plx1'bsl: LLJ Canstrz�te9mm Ctarir►eld74gan t t�irxrt, rf D— lsrsiwlva;•Se +n ROOF 410 ROOF CL 0—/ .. r�,, ,, .. •. j. +•+- W to Qtmpt+nte f-7!i/ I"Thm45•dU Wx3mmLiA .61 "+rVA 21 "mWffLn¢fnx ••a YoNSIlAm.W4 • L} MlcprttKsKt.+►Tr++Cts4hdtN4tA hwdbkotanNetsihwM�M6i�dgnteeflrr plM�e LU �e GENERAL NOTES: N iJ Ste;e•a,+�.gradak�ta�a'Y;c spa ro trten��we►init,►UA er{aed+!ee on'e"ttatxa�!h in lid 5k,ta�+>a'ye..er�sr+�t � e:s,t+�rl�y Yw�.a+I�c!tad d:t•.Y.a 2ai►.it �arkdmt+m+n�"+a+v�y e+eaao:lydupcka+t N�+.it+t aid a5tlpst,ra,;L'r+rn�errs. � v • The information on this set of construction documents is to relate basic desig zn � intent and framing details. They are intended as a construction aid, not as a substitute for generally accepted good building practice and are in compliance with TH I Env@.`laye s'Se1' blie5 current 2020 New York State Budding Codes and the 2018 IRC. The general contractorqu U u is responsible for providing standard construction details and procedures to ensure aILD professionally finished, structurally sound and weatherproof completed product. F.A.I. @a • General contractor to coordinate all subcontractors, scheduling I 14 1 1/2 ipt Alp Faii�if"mf5d"WT&A 42$. 4" "3S $An iS 11 of work and interaction between trades. aim 'Rik '�.Od2 p..�A p wsc:x�n+sr�k�•.�`e.r RI6i xi 47 W dae� #� bid i5 c Ski`QZ1• The contractor is responsible for ensuring that all work and construction meets qP or exceeds current federal, state and local codes, ordinances and regulations, etc. M4f+ ffro" c 54 �� � * 4 iu �'�These codes are to be considered as part of the speaficabons for this building FIRST FLOOR plan. �r,t��4y�lje9a,R'�Os 47!• ?LIM � ik'�! Ib�E+�7► is3i9 3 • If in the course of construction,a condition exists which disagrees with that as xrtraSifat "[t+ap •dLwd dn ��sorR�rd►ark{yrta+v�+Re"+tv+L'hkh•� IkcReltrp p+*a Iuaecliictklsr++�.rt�o«wer v- indicated on these drawings, the contractor shall stop work and notify the designer _ To SurroLKeouNTYDEPT.OP � t°� d'�" �k"" 'n�'AM' "DPW'% "k'1trd�'0%4t Xlew'c� $u+ the engineer immediately. Should he fad to follow this procedure and continue work, C O HEALTH SERVICES APPROVED R!<Sd++eii`Y*'R01'' ' fib• �'f " ' '°"i4 W46$Af he shall assume all responsibility and liability arising therefrom. 4"C.I. SEPTIC LINE. • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. ' "• • CRAWL • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for SLOPE" 1/4" PER FOOT PITCH TO DRAIN construction means, methods,techniques, sequences or proceedures or for 5aftey precautions and programs in connection with the work indicated. There are no warranties for a specific use expressed or implied in the use of these plans. • Contractor to provide hardwired smoke detectors,with battery back up,and with no intervening switches, on all floors and in each bedroom. Verify with local code wo*liale:Fhu w rw A&Ta ra" requirements as per Section Q 17 New York State Residential Construciton Code. ayy tea! Page 1 ce# Install carbon monoxide detectors as per code. UNAUTt10RIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW NAILING 5CIH DUL1=_--_--- 20 15 WOOD FPvAME CON57RUCTIQN MANUAL = N 1 7'flESCRIPTIOH ='#dt °` . x- ,,. t,<.'�.:`. N Tom, .Q#1.ALIT'Y a ': ,I ', Rt3€3A� i.';.�..,..`..:,.L• '..aa.:`5.:....�_ ...............,..»... "' 7';C:•S';•:",C,w„•,:,•.>Ir...s•I'•., :,,., ;rA. '+`' O O N Z RAFTER TO TOP PLATE ITOE NAILED 8'-0'WALL•3-81 PER RAFTER 0� I O'-O'WALL:"d PER RAFTER Q CEILING J015T TO TOP PLATE TOE NAILED V-O'WALL:3-Ed PER.JOIST Q 10'-O'WALL:4-8d EA J 15TLAr U Q CEILING JOfST TO PARALLEL RAFTER FACENAILt31 SEE TABLE$.7 EACH LAP - 2x6"ACC? LEDGER BOLTED GEtt3tiJO13T LAP90�rERPA!RTETION9 FACE NAILED 9EE TABLE 3,7 EACHLAF PER TfE TO GARAGE FRAME WITH 5" COLLARTIETO RAFTER FACE NAtLfl7 SEE TABLE 8�€ BLOCKING TO RAFTER ITOE NAILED 2-8d EACH SAID "LEDGERLOK"5CREW5 @ I G"O.C.; RIM BOARD TO RAFTER END NAILED__- 2-t 6d EACH END _ HANG D.J. FROM LEDGER WITH 16'a' _ -- ..__' w�..._ 5IMP50N LU28 GON ECTO R a s-G• (,6. .................. N TOP PLATE TO TOP PLATE I FACE NAILED 2-19d PER FOOT Ii' TOPPLATe5ATINTERSECTIONS (FACENAILLgl A-l" JOINT75 EACH SIDE 3'-3" 1j. 0 36'ACCES '' •'•'' ; 5TUD TO 5T UID FACE NAILED 2-t Gd 24'O/C ,Ej� b PANELo; HEADER TQ HEADER FACE NAILED 16d I V O/C ALONG ED_GE5_... . _._ 6 ACQ DJ ECT oN E TOPORI30TTOMPI.ATET05TUD EIJDNAILED 2-16d FfP.2X45TUD Y'_v .��------'-- 8-i 6d PER 2X6 STUD 16"OC U 4-?Gd PER,2x8 STUD ZD D O VENT AS PE = 130TTOM PLATE TO FLOOR JOIST, <D CODE � BANDJOi5T,END J0fi5T,OR BLOCKING FACE NAILED 2-T Cd •- PER FOOT I V _ ....... .. --_-_-' _ .- LGUM26 2-SD5 FLtDOR FtzA t - _.., .,._._..,..�., ,..A.aMat.l>«... , s.�.�ratirsw.. T:...a.*.w,,., •' ::$:aa..eas:,. .°a:f.':"'kzw..,a•.: ., ....;. w.•w.;a&. n>'r — x " U , ln � JD15T TO 51LL,TOP PLATE,OR GIRDER iTOE NAftm 4 Lid PER J015T �� BREDGING TO JO15T ITOE NAILED 2-6d EACH END o• ;.':•,:'. r a , r;..:a. --- t9LOCKING TO Ja15T I TOE NAILED 2-Ad EACH EfJD DLflCKINGTflSILORTOPPLATT TOE NAILED 9-t6d EACH BLOCK 8'-10" _ _._ � — � :� FOUNDATION WALL LEGEND: LEDGER 5TRIF TO BEAR 9 FACE NAILED 3-!6d EACH J0t5T Z O - __ —.---- c - J013TONLEDGeRT{DC+EAM TOENAiLED 38d PE?JOi3T PROVIDE5IMPSONPHD5 O - BAND JQfST TO J0f5T....•— END NAILED -.__-_.__Q !� __-.....__..__PER JOI9T�- _._.____... ----- .. HOLDDOWN (T1'P. 2) URED CONCRETE FOUNDATION WALL O T3AND JOIST TO 81LL OM.TOP PLATE TOE NAILED 2-I Gd FER POf)T ••, -•-+-fir- I -" — ALL CORNERS F5HEATHING-: ' •' THROUGHOUT _ DEPTH _ ❑ WITH KEYWAY* I'4' X S"FOOTING; PROVIDE L O H RS AT A I � O „.:.....:.::. :', . :� x..'.:.t.Ytt.a:lai�t:ii�:>:a, .• _ , •,,,,:�.,:�:.;., •, .d.,, 2 #4 REBAR WITHIN FOOTING. FOOTING D � Q � p �A„3We:ti" A•PERIKIETEREDGEZONE-!6'QC-0ATPANELEDGE5 SECTION wJ7" MIN. DEPTH @ 48" O.C. 9' MINIMUM 3'-0"BELOW GRADE 'MUCTURALPANEt5 ad AND AT INTMIEDIATE50.1`01 51NTHEFARMFIELO B " DIAMETER ANCHOR BOLTS _.._......__.._-.-.......... . .._ _..._._.......-. __._._. __.—..._..._._... ...._ __..._..._.._... _.._. .._-. ......... .............,._____ ........_.___._...__._...____-_- INTERIOR ZOtJE- !C'O/G-VAT PANEL EDGES AND 12'AT 8dI INTEPMEDIATESUPPOlI 5INTHE PANELI MI) wJ MIN. 3"x3"xL WASHER @ PLATE FOR ROOF 9HEATHf'1G IVITHIN 4'-O"OF THE PERIMETER EDGE OF THE F.00F,INCLU()1,NG 4'-0'ON EACH SIDE OF TX E ROOF +•:. PEAK,THE+I'-f1'PEPIMETER N ET? E ZONE,ATTACHX4ENT REOUfRWENT5 SMALL BE U--W. CEtE.tNli:3HL'ATHINCa___ we> w�.•...�-••••._..._�._._.,__...._ I „ Lu GYP5Uh1 WALLEOAMD 5d COOLERS 7_'EDGE/1 O"FIELD 6 X 6 POST ON 1 2' ,'' AL 3HFATHtNG ONOTUBE W/POURED GARAGE � _ ,. . s :. 7 . . »Lsr sr'. ". CONCRETE FOOTING u-1 O 5TRUCTURALFANEL5 f12• !Iar.Ga1v,Rooting mall 20"X 20"X 8"d. 4" POURED CONCRETE SLAB •':,� � QD _ _ •____.. t.,12'xi.S'L.x,7116�Tc ad} 8'1�GE/6•FIELD POSTS CONTINUE UP AS �' ON COMPACTED FILL WITH W ------.----------.— _._......--_---._--........v..._ FRAME OF PERGOLA �+ N t I oa.Galy,Footling mall 25l32• - s•>DGE16'FEEtD F W.W.M. 6 X 6/ I 0 X 10 GAUGE WIRE(TYP. ALL AREAS oC ' FIBERBOARD PANELS j 711 V 6d _ 3'EDGE 1 G•FIELD WITHIN GARAGE) 0 z 25132" 8d 3Lu 'EDCEf6"FIE1D - -- GYFStJM WALL bOARp 5d COOLCR9 7'ERGE1 t O'FRRD t .` 1- 4'EDGE ZiONE- I G'Qt_6'AT PANEL.EDGEri HARDBC?ARD AP1D !Q'AT V i• r 8d INTERMEDIATE g1JT'PORT3 IN THE PANEL FIELD 1. INTEMfOR ZON E- 16'O1C-G'AT PANLL t'DGE5 AND 12'AT 8d INTERMEDIATE 5UF'PORT5IN THE PANEL FIELD O j a.�4/(\�FTE ..a. .. y .. r a.h f.. •Y—.-...,v.^R.RtMy :: .j. • px 5TRl1CTUMAL PANELS ?'OK LE95 <"Nwk t _-.._ -. __ .____. >4 _- y � '•__..... W _. ...-_.... .. .........__........ .._ ....__..._.._ __.-_ Cd 6•WGE1 12 MELD IL,O " Nalling requirements xe'based cm wan sheathing nailed 6 mchess O.C.at the Panel edge. If watt sheathing a;rolled 3 Inches O.C.at the ravel edge to obtan Q YT her shear Ca acltles,Tadm reaulrerlentsI-strlleturaiTnei,lbersshaflEsdoomed:orat 4•. SECTION When u7ll sheathtmg Is cmunuous over ccmtlected members,the LaNufa..:d w"4 er of mallsshall be F&"Itted to L-0 reduced to I-I Gd maBl Per foot, v HTT SERIES LOWER FOUNDATION WALL A HOLDDOWN HEIGHT AT DOOR OPENING y. 0. CONSTRUCTION DETAILS de WIND LOAD PATH CONNECTION DETAILS o•, y.• ,';• ,. PROVIDE 1/2 SPACING BETWEEN THE END STUD 3'-�" I O'-3" AND THE 2 OTHER STUDS UPPER SHEARWALL 2t I(•lY2• r: :�, NOTCHED RAFTER FOR ALLOWING CONNECT CORNER STUD co NER BRACKET •�� OF NFI.I, RAFTER RIDGE HOLDDOWN INSTALLATION TO TRANSFER SHEAR ANCHOR 16'-O" RIDGE FASTEN WITH(2)18A .Mq nr COMMON NAILS 8-O.C. I== SIDEWALL ENDWALL FOUNDATION PLAN 1 �' Lu THREADED R00 S_}7FAR WAI L CORNER CONNECTION �I RID err TO R EEMEPING TVPI.A RID. B-AM TO RAFT R sM8ppm, �-DOUBLE PLATE 1 II Ul ANCHOR SCALE: .aL KING STUDS CORNER BRACKET Op 'YD 05I&P Bars LOWER SHEARWALL r RAFTER CRIPPLE STUD SHEARWALL TO SHEARWALL OFGS S I O��� I I . HEADER SHEARWALL HOLD-DOWN DETAILS Lu RAFTER N.T.S. I V O JACK STUDS TOP PLATE TOP PLATE Z DOUBLE TOP YWOMSPe DE5tGN LOAD CALCULATIONS WALL STUD DO PLYWOOD SPACER WALL STUD 7YPK:A!-HEADER CONN CTION U � v W ICAL RAFTER TO WA_ILSTUD CONN CTIONWOOD AI TERNATNE RAFTER TO WA "TL R_f CONNECTION MINIMUM UNIFORMLY DISTRIBUT>LD'LIVC`LC�AC15(tb5f) z c� RCPEKTO FLOODER1R PAN BEAM FXttWf',MCONIE5 60 2ND.FLOOR WALL STUD (2)2W JACK 5TUD5 2kG'LUNG 5TUD5 DEcr,5 40 2NO.FLOOR PLATE ff rTODOTl151DE5) ATfIC3 WITHOUTSTOMI! HEADER DETAIL t� u WOOD JOIST WOOD JOIST SUIEFLRIM BOARD NOT TO SCALE ATTICS WITH STORAGE c �� BLOCKING DBE.2X6 TOP PLATE ROOMS(OTHtRTHAN SLEEPING ROOMS) 4 La JOIST HANGER IV I 1ST.FLOOR Top PLATES TMr• 5L1�>=PING ROOMS u GIRDERMEADER WOOD GIRDER U5E 8d COMMON NAILS @q G• 3O O WOOD JOIST 1ST FLOOR WALL STUD O.C.AT FIELD AND 4•@ Q EDGES-REFER TO PLANS FOR DESIGNATED AR-A3 2XG BLOCKING", JOISTFRAM1NG OVER WOODSRDER_ JOIST FRA GFLU Hwm1 GIRDER'HEADER AT G.COR ALL CLIMATIC AND .GEOGRAPHIC DESIGN CRITERIA BLDG.CORNERS rm2h MIL Tom_ mw-^.NNFCTON4 2X6 WD STUDS AT GROUND,31`kDW LOAD 2516 I G•O.C.TYP. 1ST.FLOOR WALL STUD 1/2"COX V"PIOR GRADE •T SQ m PLYWOOD ShEATHING BA5(C%lNDr,6FMD 1ST.FLOOR PLATE _ Tyr. SUBFLOOR 1<1 RIM JOI5T A5 PER PLAN5 g c2te ' ' AU STUD WALL STUD RIM BOARD 5E15 g BOTTOM PLATE BOTTOM PLATE iu1tC DbE 1N 6ATE60RY BATHTUB SUB FLOOR DOUBLE SILL PLATE DOUBLE JOIST DOUBLE JOIST Vt�,�,E�1A>�T±t'I�RINGq ,} I NOT TO 5CALL 1 t 6sT Liw_DE!„` FOUNDATION WALL IN DETAIL(ELEVATION) -V TERMITE 'MODERATETO HEAVY TYPICAL WALL STRAPPING DETAILS ICE BAMER MQUIRM YES. DO m F J015T FOR MD R A BA DOI M lOt4T FOR NOIJ-B AnMf1 W I I cIST,FLOOR TO FOUNDATION CONUECTIONR NOT TO 5CALr / 1 UNAUTHORIZED ALTERATION OR ADDITION TO T11I5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW