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HomeMy WebLinkAbout48492-Z �o�SUFFat TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY .G�,•'p 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#: 48492 Date: 11/15/2022 Permission is hereby granted to: Sciotto, Joseph 1375 Country Club Dr Cutchogue, NY 11935 To: construct additions and alterations (including as-built outdoor shower) to existing single-family dwelling as applied for per Trustees approval and DEC NJ letter. At premises located at: 7\ 8380 Great Peconic Bay Blvd, Laurel SCTM # 473889 tom" �Lll I Sec/Block/Lot# 126.-11-20 Pursuant to application dated 9/16/2022 and approved by the Building Inspector. To expire on 5/16/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,141.60 CO-ADDITION TO DWELLING $50.00 Total: $1,191.60 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS ►o FOUNDATION (IST) -------------------------------- FOUNDATION (2ND) z �o Cy CS--. ROUGH FRAMING& PLUMBING ca O -- r INSULATION PER N.Y. ►�-3 STATE ENERGY CODE 1 r0 bT (LOw er FINAL ADDITIONAL COMMENTS O- C*. O z m X ax �H x d b H `' 11fFU Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 t �aoAv 'Telephone(b.s~rj/6�-1-S0L Fax (63-ef65.=95OZhttl2s://www.southoldton=,gov f Date,Received APPLICATION FOR BUILDING PERMIT f T SEP 16 2022' [jJ{ �� ��;Applcatlons and forms must be�filled out m their entirety, Incomplete �, � � � t?t ILDI(r�:� � � . annliratYnnc'will noa a�cantad 1Nhera the Annl�ranf is nn*the nwnPr an ' TO`Uu�t h , Owne'r'sAuthorizat�ontform(Pag�,2)shall be completed; � �� ��;t Date Z,`� qE (L )-�P, MailYna.AdrlrPcc CONTACT PERSON < ^a 2 II Name ' v I Mailing Address: 9 38V 140"Iff to wl_-t I Phone# Email Df��LLF.�a-QgC�GtoIYCo� • Y xc t � I' DESIGN PR�FE551QNAL iNEORMATION `i �. Y ►n S uic tr: � -.._.. ..,.�.3 � ` Li rV i r i u `1 y Mh (K-1�7 PAR C `T Name i Mailing Address: 1 .r �.. Phone# Email ,... ..,...., .... __: _;_,. - �� >A1rb r []New Structure l�Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: j r Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? es El No h Zone or use district m v�lhicrl premises is situated there any covenants and restrictions wr respect to `� I [Are this nronertv7 7yes �[��J�{y\/No IF YES_ PROVIDE A COPY_ Check Box After Reatling Th n s+w[aotlt nntrgt tnr/t{s.c[Aq orL,foccittnal!E rPcnnnc hla fnr ap Liratnan.!anL1 etorm watr+r ecuirac ae nsr[vuled by : , 4 Chapfer 236 ofahe Town Code"APPLICATION IS HEREBY MADE to the Bmldmg Department for the issuance of a Bmldmg Permit pursuant to the Bwlding'Zone Ordinance of the Town of Southold Suffolk,County,New York antl other applicable Wws,Ordinances or Re'pulations for the construction of builtlfngs ' acrdliions,arcera ons odor removator demolitio comply, ppiicanre awi[ ordinances rs�l�rt ng coae '" >e h£ousmg code and regulations and to admit authorised inspectors on premises antl m bwldmg�s)for necessary mspecEions Kalse statements made herein are _ 1_;9..dLn�S��le��,,.J-►.I�Se p.misnamnan9*[�lFi*5[�3.*4FTJ2__JGERLtr13&��T_�Jn��-.SB►k�t�.E. L=�?.�� r �..:• w r � µ'� App $ica'"vSub f-&,ed-1*W, t- (�� h ( 'V \ v lu'tkF,iftw4ze'fr Agent w neri ":w"b[wre—&n '� 1+ STATE OF NEW YORK) COUNTY OF SS:SS: 1 L 0� � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (SQe is the W N sx , 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 therewitp!!52 '. o BARBARA H.TANDY Sworn heforp ma this Notary public,State Of Now York _ No. 01TA6086001 Qualified In Suffolk County 1:1 day of 20 cZa, i Commission Expires 01/13/20 Notary Public 1 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing.at .,. ... ......... do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date rr Print Owner's Name 1 2 : av' d •4 e4 D •:�Milt j co 4��`L.r w.9;.3(l S.�Ju>,+ytL_t?rS1+.,�.k4C1':J 1�'+.fe.e:£f_U`11i+,�.v.�t:7`eit,ryin.T!rrZL�a�Y..�? t-°�Y.#S.;✓�.fs�?u'•w'"r!yraaS_.k...ar,�-:7s:e�.,X..t::el�f4se"1-�..r..as's-!�..:....z Ltv:::E!.�..1r�v,,.::m;:Srr-.i.�tiv>"`i".,e91t;..)2f[G���. .p. r —— 4 C o e°n. ,> BOARD OF SOUTHOLD TOWN TRUSTEES t' r j SOUTHOLD,NEW YORK r !� PERMIT NO. 10201 DATE: AUGUST 17,2022 r�,.4 fe � s �pr'•s•i 7 -:,•fit ISSUED TO: JOSEPH F. &LINDA SCIOTTO PROPERTY ADDRESS: 8380 GREAT PECONIC BAY BLVD.,LAUREL SCTM# 1000-126-11-20 p. AUTHORIZATION '•. Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ! .r. • •. �� accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 17, 2022, and _ "`�• „l in consideration of application fee in the sum of$250.00 paid by Joseph F. & Linda Sciotto. and subject to the w ;9 Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: =,. Wetland Permit for the existing 2,01Isq.ft. two-story dwelling with a 400sq.ft. second floor balcony, a 7'x24' west side porch, a 3'4"x10' stoop on seaward side, an existing S 6'8"x6'7" outdoor shower, and an existing 6'x7'4" Jacuzzi; remove existing garage and b a shed; construct a new 1,166sq.ft. two-story addition onto the landward side of existing dwelling on top of a 4" reinforced concrete foundation slab with a proposed one-story - 10'x12' shed attached to landward side of addition; the existing 14'8"x15'4" front ! porch to be expanded an additional 8'21"x101 to connect to new addition; and to install gutters to leaders to drywells for the addition; with the condition that any trees removed are replaced with a one to one native species tree replacement; and as s .. depicted on the site plan prepared by Mark K. Schwartz, AIA dated June 15, 2022, and stamped approved on August 17,2022. k IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these resents to be subscribed b a majority of the said Board as of the day and year first above written. .. P Y j tY Y Y r„-'s � I •'r /'..fir-r I � a•• : R 'k7`Ti-Srml,?,""mmYe"fTF"'tiY•'lM:i'�"S�`-t{3['dsy�iY'1Y.; i`k v�`51TTi.'.P„�c5 .n'".litni�`F2'9L`SSirt�`C'TY.vo1S!D?&�h"R'i':x�l r ��� `��✓ �8oam^^7S^ eD Ap�x 1:. �@ yfAAL' .. � .� .e+d y y�b �� �pp � .r 'f'-_ '.0.S_M:@.5r :k. _aa�:e._ak3�pp 't_ -.:::2.. �, r�a at n. ,.1i 7 „�. .,.� r... -.+ a $ i:•n :.. p , New York State Department of Environmental Conservation AVEM Region '1 Headquarters SUNY, Building 40, Stony Brook, NY 11794 DATE: y1',c I � ti!C C NOV2 3:1992 Dea r / A review has been/made of your proposal to: '(�[-�-`1-•C:,�•-.nn.C. Cf=-�1..`� �C�f� i{ Gt. •x�(� �'( � f-� .-%C. t ��_, S. i(( . v >�6,6 J- 3��C1 ��.c-i l<r�c: / c2 -VC,.i. tZ[4 1 i Based on the information you have submitted, the New York Slate Depart.merlL of 75vironmental Conservation has determined that the parcel project is: Greater than 300' from inventoried tidal wetlands. — Landward of a substantial man-made structure , `"(? .c._.- greater than 100' in length which was constructed prior. to 7TO/7 Landward of the 10' above mean sea "level elevation contour on a gradual , natural. slope. Landward of the topographic crest of a bluff, cliff or dune which' i:c greater than 10 ' in elevation above mean sea level . Therefore, no permit is required under the 'Pidal Wetlands Act (Articles 2`_) ot'-the' Environmental Conservation Law) . Please be- advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the 10' contour or topographic crest without a permit. It is your responsibility to ensur.H that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result of your project . . Such precautirons may include providing adequate work area between the 10 ' contour or topographic crest and the project (i .e. a 15 ' to 20 ' wide construction area) or erection of a temporary fence, barrier, or hay bale berm. Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact, this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Deputy Regional Permit Administrat.or REVISIONS: SCTM # 1000-126-11-20 r� DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 30,958.3 SQ.FT. PROPERTY WETLANDS: -1445.8 SQ.FT. BUILDABLE PROPERTY: 29,512.5 SQ.FT. APPROVED AS NOTED ESTIMATED AREA OF 14000 SQ.FT. DATeTLOING, Q.P.# GROUND DISTURBANCE: FEE: PY: e_� NOT . 7''A9TIVEN17 AT 765-1802 8.A`u1 TC, 4 I"M FOq THE EXISTING HOUSE: 1970.E SF 6.7 FOLLOWING -�S.PE': :INS: EXISTING NORTH PORCH: 224.8 SF 0.8% 1. FOUNGAT;ON - -P�;IC RECUIRED FOR POUREC C' ',I_-,`iETE EXISTING WEST DECK: 174.0 SF 0.6 2. ROUGH - FRAVf', a & PLUMBING EXISTING 3. SOUTH STOOP: 35.4 SF 0.1 INSUI.ATION 4. FINAL - CONSTR.JC77k' MUST EXISTING O.D.SHOWER: 46.7 SF 0.2% BE COMPLETE FDF D. ALL CONSTRUC I IC14 a-}ALL MEET THE EX.2ND.FL.SOUTH BALCONY 202.0 SF 0.7 REQUIRER,IENTS OF-THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EXISTING POOL: 522.7 SF 1.8 DESIGN OR CONSTRUCT ION ERRORS. EXISTING HOT TUB: 44.0 SF 0.2% [3220.2 SF] [11.1 %] COMPLY WITH ALL CODES OF O W YOR" STI tJE & TOWN CODES AS REQUlF?ED ANC C(.;'NOITI,.: NS OF GARAGE TO REMOVE: -443.0 SF - SHED TO REMOVE: -39.1 SF - n/ [-482.6 SF] )UTry"LD T0''1V r PROPOSED ADDITION: 1166.1 SF 4.0% PROPOSED NORTH PORCH: 79.6 SF 0.3% OCCUPANCY Y OR PROPOSED ATTACHED SHED: 120.0 SF 0.4% [1365.7SFj [4.7%] O USE IS UNLAWFUL E•._I WITHOUT CERTIFICATE V-vu-ireS Q OF OCCUPANCY PROPOSED DRYWELLS: 2-Vdia,4'deep � sL�,ar � rrrA O ' " EX.GARAGE EX.SHED TO ///��� ��N47' S2 6 5 9 00 E TO BE REMOVED BE REMOVED 2 8.1 1O TOTAL: 4585:9 SF 1$.8 RFT/',I1~l 7T0 iv1 ti�d�1TER RUidOFF _.-.- r - -�- - - - - - - - 3 ` j ��� METES AND BOUNDS BY: MICHAEL MINTO, L.S. URSu"tNT TO CHAPTER 236 0 I EX.AcUNITS SURVEY DATE: SEPTEMBER 18, 2014 O - OF THE TOU�'N CODE. � roRYWEILI o- -� 00 _ -SILT FENCE_ _ N- iv EXISTING 36p \ i � - 7-4 x 6.0 ` HOT TUB A31 OO EXISTING 5-0"DEEP 58.4' -v v v 2ND.FL BALCONY ® �+P wl I TOPSOIL I 4 i LOCATION `---------------10.0' "' �14.3' 3.8' ---- PROPOSED a b pROPQ�ED 2 STORY ADDITION � EXISTING 10-0 X 3-4 _ - - ON MASRY STOOP c C O O O� WA , SHOUT 10.0' PROPOSED % i PORCH SILT FENCE �-� 4 (EXPANSION) /A PLUMB CERT (CATION J - _ _ - _ _ - - _ - - _ - 44 5' EXISTING 4 v F+ ------------- U •.'� CIO O PORCH EXISTING 2 STORY _ O0 o �a ONLEAD ON _NT BEFORE FRAMED HOUSE __ N l C C:ERTIFICA F OCCUPANCY --------- ` ----------------------- - - -'� ' �------ -•'' �; 15.4 F.. SOLDE ED IN WATER 1 I DRYWELL I i EXISTING 1G �G HW SUPP. SY TEM CANNOT G \ / : 32-8 X 16-0 a----------------.0------------- - _ , � 1NGROUND SF SF O � O POOL 90 9Q 3 EXC ED?J1 F 1%LEAD. z� ______________ __ __ ¢ ' B' 00 7 _______ o4, _ 4 - - - P i 1 1! r EXIST.PATIO ON GRADE ALL PL '2 , O r &WATER r­c5 '_ED O � • �1NG BEF Rc CO RIN� O PROPOSED DRIVEWAY f (PERMEABLE) SILT FENCE J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 260 45' 00" W 3 3 5.51' � o IT!Sr`ECTIOei RZOUIRE ® E X v PC nEn o .;:1 o DO KT PROCEED WITH, -M FR i�,i�,�fl';G UNTIL SURVEY 4 N \ �`F FOUNDATION LOCATION >~ m HAS BEE i APPROVED, � U too SITE PLAN - ��� � 00 NEW ROOF AREA:1810 SQ.FT. /1 .0 W SCALE. 1 20 0 P �, AT 100%WATER RUNOFF:303 CU.FT. / Must provide Manuals S m 0�' 1. r D, J and S as per PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS L� NYS Energy Code 7 DRYWELLS CAPACITY:338 CU.FT. 4111 � OGEE GUTTER-STANDARD 5" � NOTES: V G ® 1).EXECUTION: O �c A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. In 0 $�oWer door ® 2).PREPARATION: V) B (ER A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. and ductWork A Y B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 46 a A ,l � V ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. testing required• V Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR N L, METALS WITH PROTECTIVE BACKING PAINT. Ik 3.INSTALLATION: �1/ A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER V TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. U B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT In CONNECTORS. W 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. Co � ,,.,y-✓✓ v , DRAWN: M-H/MS ^k"`",� SCALE: JOB#: 6/15/2022 ry •, SHEET NUMBER: S-1 REVISIONS: LLr-7-7-7 —7-77-7— hu I I I 1 1 1 1 1 ILFY En W O F—� F--�i PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" w o 0 g ,-� H 00 r l enT�v�/� 00 V1 O cmM ItOu a1 � a-' X 11, ^ GUJ 1q � M O Q ems-, `.i g sGr O c,5 u Lr) U O o .o I N v a� 00 0w U o 00 H LJLJ� H U EXISTING WEST ELEVATION SCALE: 1/4" = V-0" DRAWN: MH/MS SCALE: JOB#: �, A 4 � j• l 6/15/2022 �" SHEET NUMBER: REVISIONS: ZOIN ZI OF- or 88 O W O t`--1 PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" w E-� w O a a 00 r 1 M 00 V1 O tM N N rn O 19 0 M M O 0 � � � v x o � w �Ts a, ,- � c .o W O 00 u u H 0 U) - — — - U) 00 � V I x r' A�Lgam . a EXISTING NORTH ELEVATION ► , :, -� $ DRAWN: MH/MS SCALE: 1 4" = 1 ` ` a? qi! SCALE:# 6/I5/2022 9 SHEET NUMBER: A-2 REVISIONS: LLL I FF_T_JTI 111 _LLLL_L4l. Ill .1 . I I M—i W O ^H F^^�i I--1 PROPOSED EAST ELEVATION SCALE: 1/4" = 1 '-0" O O " � a a E-+ w O a a 00 r 0 0 V1 O e-1 � U cmTo p cu Lo o v Z cn 00 N a) 00 owl a U d o N co r � EXISTING EAST ELEVATION SCALE: 1/4" = 1'-0" : �c w` , .s d DRAWN: MH/MS SCALE: ` © JOB#: 6/15/2022 SHEET NUMBER: A- 31 REVISIONS: LLL Ll LIL 4 4 D W �yy O F—I H ^Q^ PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" o O � � O " � o � O a a H 00 uM Oo V1 O v m o m A (�u a° m m o rn O x o Xcl - - - - 5 � Lo rnv � cn v N o w 0 1 4 4 D 00 W _ _ U ' 0 � 1 0 ` U EXISTING SOUTH ELEVATION ��' SCALE: 1/4" = 1 '-0" '. DRAWN:� MH/MS F �f SCALE: ' .� JOB#: C� r 6/15/2022 SHEET NUMBER: A-4 REVISIONS: ol 10'-0" 58'-41/211 ------------------------------------------------------------------------------------------------------------------------------------------------8X16VENT------------------------ " d ---------------------------------------------------------- ----------- -------------------- -- ------------------ -------------------------------+ - _ _I____I___ 1 - , I , , I ° ILn rn 1 ' O #5 REBAR _J II � I w 1 ' •---- -- ------------' 1 d I o I D• , 16i X8"FOOTING d ___________- I 00 LL ______________ w N CRAWLSPACE UNDER WALLS ABOVE ; i I LL m 2"CONC.SLAB "I N 00 W CN m 20'41" ; 7'-11/4" 9'-93/4' o x q d- SHED GARAGE _ CN N W 4"CONC.SLAB i i 4"CONC.SLAB REINFORCED H ; • __________, #5 REBAR v i w/10/10 6X6 WMM OVER ° ; 4'-0" ; D ; 131-511 @12"OC HOBBY ROOM I •------ -------------------------------- - Q I COMPACTED CLEAN FILL I ' 00 4"CONC.SLAB REINFORCED i •� v 4 . v •� v 4 • v •� , w/10/10 6X6 WMM OVER ' COMPACTED CLEAN FILL o a 13'-511 ---------------- I , , �• 1 -------------------------- I ° I 03 10'-0" 2'-23/4" 8'-4" 8'-411 ; °° x�\ I I , 1 , I iV V , o I I 1'-41/4,11Ln ' I • I , I • I --- ° (3)2X8 ACQ GIRDER ; I I 1 I ' i Z- --- -------- -==-=====C 0 -------------------------------------------------------------+---1--------------------------------------------- --------------- EXISTING PORCH • - '12"dia.CONC.PIER • , I • s , �O , s , I w/2'X2'Xl'FTC ' ' •�• R '24"X24"CONC.PIER �+► �• 44"X24"CONC.PIER -' e R I 24"X24"CONC.PIER ' ' " ,.._, •� 3-0 BELOW GRADE �^ a ;w/36"X36"X12"FTC, i .►'d� V ; w/56"X36"Xi2"FTC, ; '* a ; w/36"X36"Xi2"FTG EXISTING 4 3'BELOW GRADE ♦*p• ��. 3'BELOW GRADE ,w d 3'BELOW GRADE a O I 21'-311 21'-31t I U z 1'-011 i'-0" 44'-6" 10'-011 U� 00 M 00 V1 O N 0 � M � O n v rn a 2 �w 00 Pq I rn U m 2 cn I N i //0� W EXISTING ' I PROPOSED FOUNDATION PLAN ' SCALE: 1/4" = V-0" ' W O 1 I Now x I 1 I 1 1 , ' N I 1 I 1 y�p py • ,;� DRAWN: MH/MS SCALE: � JOB#: ,►a�,,,� d�� Ot,!����� .,� 6/15/2022 V '0*t: ;*+ ' SHEET NUMBER: A-5 REVISIONS: 10'-01, 5 8'-4'/211 5'-0" 5'-011 6-3" 3 3'-53/4if 181-73/4° 01135 CXW135 TEMPERED (3)2X10 HDR ' ' ' ' ' ' ' ' ' ' ' ( )2 10 DR ;� O I 1 1 1 I I 1 1 1 1 I I I 1� 1 0 =N V 1 1 1 I I 1 1 1 I 1 I I 1 1 , „ 1 11 1 I� _ N _ pp o 1 1 1 1 1 I I 1 I 1 1 I 1 1 4-O 13-7 M 0 x o CLOSET 1 1 1 I 1 1 I 1 I 1 O �✓ N I 1 1 I I 1 I 1 I 1 1 1 1 1 _1 j LANDING ABOVE P 1 1 1 1 1 I 1 1 I I I 1 1 V N M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C (2)2XI0 HDR 1 1 1 I I 1 I I 1 I I I 1 1 ^- TAN41 ., 5 0 OPEN RAILING %° WALK-IN CLOSET 7'-01/411 (2)2X6 HDR V v7771 5'-0. z y p� X p V1 z = N W 0 - aco �J o N m =_ MUD ROOM z N �� w 1 Q Q Q 2 V w 1 O 1 1 O c.1 n co SHED - GARAGE V ►-� r... X �2 vl N `� 5 8"TYPE-X FIRE RAT ED w' 'i __________ — SHEETROCK ON CEILING LL LOLF SIMULATOR MATTI ^ 2X6 C1 016"OC — AND WALL PICAL) )2X8 HDR (3)7 1/4 ML HDR (3)2X8 HDR �--1 ---------- ----------------------------------------Q ---- n O 3-0 1 O 715-3 CX15-3 1 1 I 1 41-011 � 1 n 1 1 I 1 1 I 1 0 � I 2 2X6 HDR ; ' ' 45 MIN.FIRE RATE17 DOOR = 1 w/SELF-CLOSING HINGES EQUAL EQUAL ' HOBBY ROOM AND STEEL JAMB rTYP) i� I I AN41 , OPEN TO ABOVE ------------ , w 1 I 1 0 N , 1 0 1 1 I 1 = I , N -1 X i i i N L ryN� (3)2X12 GIRDER ,w i V N 1 1 I I - _� ' (3) 1-3/4X11-1/4 ML HDR ' ' (3)1-3/4X11-1/4 ML HDR ' (3)1-3/4X11-1/4 ML HDR v ' 1 N M I N COVERED PORCH W Ix 12X12 FG COLUMN _____ OVER 24Z24 PIER a� I I _ I I I I __ I 1 i HOJ C) I 1 w/CULTURED STONE i- I I 1 I I I CXW15-3 ' __ ' &BLUESTONE CAP — — — — — — — — — — I I I 136X6 BRACKET I I 5'-011 5'-0" 2'-43/4" 8'-0" 8'-0" 13'-2Y811 11'-2%s' 10'-011 w 1'-81/411 I a a 101-011 44'-6" i0'-0" 00 0 ' Frr-�`l1 m 1 ' V 00 1 1 1 I I 1 1 1 1 I I 1 1 I 1 I I 1 I 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 -------------- 1 1 I 1 1 I 1 I 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 Ll 71 1 1 1 1 1 1 I 1 1 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C) PROPOSED 1ST. FLOOR PLAN M � 5 x u, v SCALE: 1/4" = 1 '-O" � � r- O o u � v o °' � tx 75 � v �r :fl- U) 0 a C�C N F Q) .0 W 1 1 1 rT, I ^�1 I I I�1 I r ' 1 V 0 (A IM N ------------ m x y DRAWN: MH/MS . �.�I ✓ P KS, m. 1, SCALE: r'" wicsr JOB#: s 6/15/2022 SHEET NUMBER: A-6 REVISIONS: 44'-6 0 " N 6'-3" 1 6'-0" 1 6'-0" 6'-3" w CXW24 CXW24 CXW24 TEMPERED o (3)2X8 HEADER 8'-0"PLT HT ' (3)7-1/4 ML HEADER ' (3)2X H AD R, p� DN 3'-0"h RAILING O I I O ^H " LLI ILL Q O o o O �o �0 N N u , - (2)2X DF#2 , _ _ v W. W ° LOFT N 't o 'I ' OPEN TO o uj N O CV w N I CUPO I BELOW N w w 00 N II II w CL � " N (2)2X DF#2 ' I \ "' (2)2 10 I L_ c2)2 10 ' O - � - - I - - ------------------- ------ ----------- _ I2X10 DF#2 16"OC I I 2X10 DF#2 J 16"OC I r W 1'-71/2"PIT HT (3)2X8 FADER (3)2X8 HEADER O a F--Il 0000 r 1 00 v -4 CXW24 �0 8'- "PLT HT 8'- 00 0"PLT HT CXW24 �p 2X6 PLATE ol 4'-11" 4'-1 Ft 4'-11" 6'-55/8" 9'-1011 12'-13/4" 9'-1011 6'-55/8" 44'-911 ol M M O W M � D1 � O� QO" u Z v 0 r Ln U rn ,ell (n a� v N .G W P PROPOSED 2ND FLOOR PLAN SCALE: 1/4" = 1 '-0" H 0 N to x ..ww:q)' ;(err•• .d".[`ySr,{_•4�ay'u�r, asr� -A ! -7g " y>' 1 " DRAWN: MH/MS SCALE: x d JOB#: = , f? y• 6/15/2022 � ? -yop SHEET NUMBER: A- 7 REVISIONS: H — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ii — — — — — — — — — — — — — 17 — ZD I 127 ( 1 II 11 X II I I `Oo 1 I 12 I ( 1-3/4X11-7/8 ML RIDGE rr - - — — — — — — — — - - — 1 I o�c 4 � I I O LL I o 51_011 I I I I N I I I-1 I 12 I I AXW351 II 4 � 12 I ol I I e� I I I I I I I I 1-3/4X11-7/8 ML RIDGE m m 1-3/4XI1-7/8 ML RIDGE 1 1 I 1 1 ¢ a O . 2 . I I 0 oG I CUPOLA ir1 I P��`� ��O/' I I - - - - — - — — —� - - - - 1 2X10 RR 0,16"OC I AXW351 , �. I 'L i o 4 cli w LL LLl- w ILL I I N I I I I 1 0 1 1 0 lO I I LL— NI ce IN O �1 12 ao 1`✓ �1 Iv to00 od I ^ I 10 X 2X10 DF#2 RR I, 12 2X10 DF#2 RR @16"OC ' @16"OC I I I I 12 I 10 I a I I IL _ � z — - - - - - - - - - - - - - - - - - - - - - - - - IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JI O a a L — — — — — — — — — — — — — — — - - - - - — — — — — — — — — — — — — — — - - - — — — — — — — — - - - - - - - - - - - - - - - - - — J O 00 r 1 M 00 V1 r-4 O 4 � N a1 cmn ° � v W a O + O � X O � a ° 0,0, V PROPOSED ROOF PLAN 00 ° W SCALE: 1/4" = V-0" H 0 U) U) T'i s d 4�,,,'��,"� jx�`+.•"{T rip �••, � •r t DRAWN: MH/MS SCALE: JOB#: �s 6/15/2022 Pr 2 2�b�''I' SHEET NUMBER: A- 8 REVISIONS: E:1 1-3/4X11-7/8 ML RIDGE 1-3/4XI1-7/8 ML RIDGE 12 2k�0 DF#� 4 1 D R RR @76"O 6" C 2X10 DF#2 @16"OC 2X10 DF#2 @16"0(;, DBL 2X10 - — / DF 12 / 12 O / 00 12 1COG 1-3/4X11-7/8 12 ~ 4 12 2X,OO�#2(LR C° ML RIDGE M 12 2 BLOCKING N 7P) =N 3 4"SUBFLOOR00 5/8"SUBFLOOR 2X8 CJ @16"OC 2X8 CJ @16"OC — - - - O (3)2X12 GIRDER FJ COLUMN q GARAGE w 00 5/8"TYPE-X FIRE RATED SHEErROCK ON WALLS AND CEILING p� BLUESTONE CAP Ul CULTURED 2X6 ACQ PLATE 5/4 DECKING 3/4"SUBFLOOR _ _ STONE TERMITE SHIELD 2X8 ACQ @16"OC DBL 2X8 FJ @16"OC — _ — SILL SEAL (3)2X8 ACQ GIRDER .4 : .. . . . . .. . . .. .. .. 24"X24" i 3°.,y t, 4"CONC.SLAB,PITCH TO OH DOORS d 8"PC - 8"PC WALL •i - CONC.PIER °�"'•�' DAMPPROOF 6• b. p•o' REINFORCE w/10/10 6X6 WMM O o,ti .� WALL •� 2"CONC.SLAB •� M ' rt P�,.v M Q 36"X36"XI2" 16"X8"CONC.FTG F--•I 16"X8"FTG CONC.FTG w/(2)#5 REBAR (2)#5 REBAR CROSS SECTION A CROSS SECTION B SCALE: 1/4" = 11-011 SCALE: 1/4" = 11-011 Generated by REScheck-Web Software Q Compliance Certificate 0 U 2' 2' g Project SCIOTTO o 0 0 0 12" o 0 0 0 2" • • 2 M a U00 Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family O• 0• O• • • •• • • Project Type: Addition FASTENER TYPE: SPACING: Climate Zone: 4 (5331 HDD) Permit Date: No.8WOOD-SCREW BASED ANCHOR WITH 16"OC Permit Number: tin.EMBEDMENT LENGTH cc No.10 WOOD-SCREWS Construction Site: Owner/Agent: Designer/Contractor: BASED ANCHOR WITH 16"OC O tin.EMBEDMENT LENGTH 8380 PECONIC BAY BLVD. N a LAUREL, NY 1/4in.dia.LAGSCREW m di O BASED ANCHOR WITH 16"OC r�0 v tin.EMBEDMENT LENGTH O O • Cc co • m O +' : ,• ,. �.. O• 3/4"APA PLYWOOD u SHEATHING w Compliance: 0.4/o Better Than Code Maximum UA: 277 Your\LIA: 276 Maximum SHGC:\ 0.40 Your SHGC: 0.31, 1/2"APA RATED SHEATHING d u7 O The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. GRADE PLYWOOD � O It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. (ALTERNATIVIVE:7/16"O.S.B.) • • •• • • 0 1 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade O 1/2"APA RATED SHEATHING 4 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. GRADE PLYWOOD 0 (ALTERNATNIVE:7/16"O.S.B.) • to V c1 4 all • • •• • • N N � aJ Envelope Assemblies o o 0 w 3 FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW' C ( BASED ANCHOR WITH 10"OC 0 O STUDS WINDOW SILL 21n.EMBEDMENT LENGTH Ceiling 1: Flat Ceiling or Scissor Truss 871 30.0 0.0 0.035 0.026 30 23 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS • • ®• • • BASED ANCHOR WITH 12"OC Emilio W Ceiling: Cathedral Ceiling 130 19.0 0.0 0.052 0.026 7 3 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTHTHAN 4 FEET 1ST FLOOR: Wood Frame, 16" o.c. 1,630 19.0 0.0 0.060 0.060 89 89 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC Q O Door: Glass Door(over 50%glazing) 21n.EMBEDMENT LENGTH • • ® ® • 21 0.300 0.320 6 7 TYPICAL DOOR OPENINGrn SHGC: 0.33 MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: V) Window: Wood Frame 134 0.290 0.320 39 43 PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED SHGC: 0.31 No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL o� OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC 2ND FLOOR: Wood Frame, 16' o.c. 1,044 19.0 0.0 0.060 0.060 53 53 THAN 6 FEET 2in.EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C. Window 1:Wood Frame 166 0.290 0.320 48 53 No.10 SHGC: 0.31 BASED ANCHOR WITH 9"OC TYPICAL MULTIPLE OPENINGS � Floor 1:All-Wood Joist/Truss 118 30.0 0.0 0.033 0.047 4 6 PANEL SPAN GREATER THAN 6 FEET 2in.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other BASED ANCHOR WITH 16"OC V calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in THAN 8 FEET 21n.EMBEDMENT LENGTH cn REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Name-Title Signature Date AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. .�'" 0 A et�,'�� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �V���`�-�\` � �F, t. ..��"�; Project Title: SCIOTTO Report date: 05/09/22 DRAWN: MH/MS Data filename: Pagel of 1 , SCALE: wt JOB#: •3F* 6/15/2022 SHEET NUMBER: 23 A-9 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALL STUD CRIPPLE STUD o BOTTOM PLATE o RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER � I I lei'JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 o. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUDow THROUGH-ROOF EXHAUST M--� VENTS SELECTED AND Feel LOCATED BY CONTRACTOR Q� METAL STRAPF,ZJ{ CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN I , • I I , • � I , • � � , • � I ,• � VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE - - - - Z/z BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL TO MAINTAIN GAP BARRIER TO LAP FLASHING ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND 0 MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD — NOT LESS THAN 1/150 OF THE AREA OF GUTTER F--� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. .' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ~^ ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD F--1 INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / ACTION 4' - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4VI O.C. 8" x 20 ROOF VENTILATION / OVER BEARING WALLS AND HEADERS - 1-1 a. TYDOWN ANCHOR CONNECT T 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" 12" RAFTER RT20,' , � � / g EACH RAFTEE R SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL �. ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ^ WOOD JOIST GaG O O TOP PLATE Z GIRDER/HEADER O z a SIDE WALL FLASHING WOOD JOIST 0 Q 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, V WALL STUD a a FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS O INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 1---l� 000 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED V °O KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DB L. SILL PLATE O TERMITE SHIELD SUBFLOOR SILL GASKET - , I WOOD JOISTS � , o r NEOPRENE •�� i N v CONC. SLAB GASKET ' 2x6 2x8 CONTINUOUS WOOD PLATE m ' ✓~ o TYP. CONC. FOUNDATION ( A 6 MIL. POLY . ' / M � a; y DAMPPROOF EXTERIOR • V� +� V GRANULAR FILL � � BOLTED TO STEEL BEAM WITH n � 6MIL POLY ON EXTERIOR o ` ' I 1/2 " DIA. BOLTS ® 48" o.c. STAG. o m � ' V ^ STEEL COLUMN I p `� ' a, co o O •p " � / � CONC. SLAB ° C ' ° G ROOF JACK 'p -' D ,r,c n \ � 1��� � 1 �� n STEEL BEAM D 4" x 1/4" x 8" STEEL o � ^ �'p POUROD COLT EMBEDMENT: MBED ENT: �.�, � p V COMPACT FILL 'D r BLOCK WALL: 15" ` u V , e e p n ROOFING LAPS . I TOP AND BOTTOM PLATE a' 0 4 i \ FLASHING AT . WITH u �`' `� KEYWAY FOOTING D / " n ,A'p ^ CONC. FTG. •p d Q•p G D SIDES AND TOP �` H 1 2 x 6" ANCHOR BOLT USE WITH 3x3 SQUARE WASHERS 1/2" GROUT , (�j ° : O ANCHOR BOLT CONNECTION r� •• A (USP LBPS58 OR BP583) `� in p REINFORCING BAR I I 3" STEEL COLUMN ccd °O•� v DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I o W SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION 1 STORY 72' OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL C FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL V �— SUBFLOOR 0 CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM , GARAGE I O JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM N ". FOR BLOCKOUT ` ` 4" SLAB P.T. PLATE �` W/ 6X6 WMM \ I I SLOPE ' 1/2" AIR SPACE ` I 0 <1 e o• 4-DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT • ,,p < „ ,• • s (WITH A NAILING PLATE IF NEEDED) AT END AND �• •,p ° n , :a ° , TO BE APROX. 1/2" OR HIGHER THAN V s - ES OF WOOD Dip p D. o ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE � GRADE n :--C------«---- ' �• BEAMS - _ o O n e > '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 4 ° 6X6 W.W.M. • - - - - - - � - - - n 12" MIN D �,� =D 101 ° a a s `'• _ " , p p D' ,o p II— I I I-11 I I O —I ,—SUB FLOOR . d �'p A'p �'r p ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM — n •�,� n • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM D D' ° Do DRAIN TILE I® /.1 • D • REINFORCING BAR •o e - ° Oe,°'D �DJOIST 'o e° SHEET METAL / 30# FELT UNDER B EAM AT POINT 1 e C l�'n O° Oe �m STEEL B EAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _IT1=m=m—n_m_71 — - '""' 3" PLATE (BOLTED TO BEAM) ��% °cC TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� SHIMS TO LEVEL BEAM ti4i �r .�S�,'h,3�\ REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ' 3" MINIMUM BEARING SURFACE FOR WOOD BEAM F k GARAGE DOOR BLOCKOUT � � � .A�' e p i # A DRAWN: MH/MS BEAM POCKET SCALE: JOB#: ,,. 6/I5/2022 0 2 SHEET NUMBER: ... . ,a A—IiO REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENft 'ffiEyK_`hAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE g P P TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH U18180 sound and a P weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 P P NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS FLOORS county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in INTERIOR(LIGHT FRAME) STEEL WALLS 5 L/360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 . 8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240 accordance with table 3.3. TO RAFTER GUARDS AND HANDRAILS 200 END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON PASSANGER VEHICLES 50 END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES ROOF GROUND SNOW LOAD 20 Z precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMO PER FACE NAIL Q LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ~ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE Q! 5). Refer to the Window and Door schedule for exterior openings. 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE w e I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type P STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL y in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION "v 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O length adjustment factors in table 3.16.l FOOT SEE NOTE: 1,2 ►-� END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD H determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING. LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS Q Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH)2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES Q QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. .. Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g BLOCKING TO: EACH TOEEE NOTES: 1 ( BOTH FIELDS o Where a ridge is to be used as a structural beam, the rafters shall either be notched and INTERIOR ZONE 8d COMMON 6" O.C.Od COMMON 12" O.C. ) 3 - 16d COMMON °� @ NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 w 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL � 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES o 7). Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES. TO BEAM JOIST NAIL 3 - 8d COMMON O >. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END W W the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMONO U Z g P P g• g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Z a C) 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 ( -1 W FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F EAT 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O a a For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. I_q 00 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL U 0M0 Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For l� below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS CD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. ,, N ° openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: m .°J v openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES ,r, v 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. as a' =°o. and blocking where applicable. QTY. SPACING O x o 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall '� w 1 5). All flush beams/headers to be installed with heavyduty alvinized hangers and 8d COMMON ) g g q i� „ Y g g PANELS WFCM - SBC be used. ° .p � anchors where applicable to all connecting joists. PLUM 6 l N G NOTES 0 7/16 OSB 3 O.C. EDGE ,s~ " 6d COMMON „ 6). Double u floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with P J P ) PP Y• g g P � Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. V "o";I U, 00 on plans. WALLBOARD 10" O.C . FIELD 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. N o w 3 CU 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g, g P other access openings unless otherwise noted (typical). FLOOR SHEATHING: lates or joists are cut out Burin Installation for an plumbing related work NAIL NAIL 3). If wall studs, p j g ' y p g , provide adequate bracing and plates t0 protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are t0 be supported by double rafters On either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOREN91111HVAC SYSTEM NOTES V OR LESS 8d COMMO 12" O.C. FIELD (5.7SQ.FT.2ND.FLOOR) W 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in MIN.44"SILL-AFF I- floor jOIStS NYS Residential Code R302.11-FIREBLOCKING REQUIREDU 0-4 under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. U) 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. c� needed. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10F=4 N 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1). Nailing requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs E-' . +� CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing � 1).�� NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed V • members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces cn over subfloor as per manufactures instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of Q' ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. o 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or -'" '4C approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. �/ i �` F -q C% �t �► . rta 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: MH/MS be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP F g< r AND BASES.USE WITH FLASHING CAPS TO COVER TOP ®�'r JO#: 6/15/2022 SHEET NUMBER: A-11