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HomeMy WebLinkAbout52920-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY to In 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#: 52920 Date: 04/28/2026 Permission is hereby granted to: Christine Calarco 26 Reeve Rd Rockville Centre, NY 11570 To: demolish (as per Tow n Code definition) and reconstruct a single-family dwelling as applied for per SCHD&ZBA approvals. Premises Located at: 245 Glenwood Rd, Cutchogue, NY 11935 SCTM# 110.-4-11 Pursuant to application dated 03/23/2026 and approved by the Building inspector. To expire on 04/27/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &.Alteration $1,546.75 CO-RESIDENTIAL $100.00 Total S1,646.75 F Building Inspector J& TOWN OF SOUTHOLD-- BUILOII' DEPARTMENT l 54 75 Main Road P. 0. Box 1 l79 Southold NY i Town Hai Annex 197 1959 n Telephone +5 7 5-1 02 Fax (631) 76 5-9502 E Date Received APPLICATION FOR U LDIN PERMIT For Office Use Only 5 PERMIT NO. Building w Applications and farms must be filled out in their entirety.Incomplete applications will not be accepted. where the Applicant Is not the owner,an Owner's Authorization fbrm(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name; SCTM# rl(l+i}- . �. Project Address: Phone#: Email: ► � ,, Mailing Address: k-'6ck., MH 64n,Me, IV L( CONTACT'PERSON , Name: Mailing Address: Phone#: Email DESIGN PROFESSIONAL INFORMATION: Name: Z Mailing Address. ` 0 Phone#: .............. Email: 0 .? 44e4 CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION O New Structure IMAddition OAlteration O R€:pair ❑Demolition i' Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑'Yes o Will excess fill be removed from premises e ❑No BOARD MEMBERS Town fall 00 �q,hai 53095 Main Road P. J. Box 1179 Leslie K.anes Weisman, Chairperson Southold,NY1 l 971-0959 Patricia A.campora Qffjee Robert Lehnert, Jr. `own Annex/First Floor Nicholas Planarnento Youngs 54375 Main Road fat Yos Avenue) ) Margaret Steinbugler coum Southold NY 11971 http://southoldtownny.gcv RECEIVED ZONING BOARD OF APPEALS ,r~ M, TOWN OF SOUTHt LD � JAN 9 205, Tel. (631) 765-1809 S PY outhold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 89 2026 ZBA FILE: # 061 NAME OF APPLICANT: Christine Calarco PROPERTY LOCATION: 245 Glenwood Road,Cutchogue, NY SCTM No. 1000-110-4-11 SE,QK,A, " "i3O'N`: The Zoning Board of Appeals has visited the property under consideration in this application and, eter 'roes that this review falls under the Type II category of the Sta to s List of Actions, without further steps under SEQRA.. AI),M I A:r 5� ' lv This application was not required to be referred to the Suffolk Department of Planning under the Suffolk County Administrative Code Sections A 1.4-14 to 23. County p g LWRII [. ° The relief, permit, or interpretation requested in this application is listed under the Minor ,. ettons exerript list and is not subject to review under Chapter 268. is an l 1,250 s oars foot n n corif i ai�ce�. located I� F A S D S,C : The subject property q M . . � with a 75ifoot road frontage a'an Glenwood Road, them t in an � � of In strut.., the a�rce, is, n so uthca�st � comer � ire ret tuns orthw°elst f:or 1,50.00 et, en tutrni northeast for 75.00 feet to Hamilton Avenue,, hef amilton Avenue. The property is improved with an existing one-story residence and an for 150.00 feet along � l� p existing two-car accessory garage alongthe northern property line, all as shown on survey prepared by Jason D. Lead ingham, L.S., dated September 1, 2022. BAS1S.. :- T1, : e� ue t d,r antance from , rticl . 1 Section 280-1.24 and the wilding, " L IC Inspector's 02 51"Notice o ld I i'sa royal 'base n a ap l ization r a permit to demolish(as per own.Code �¢� w p � � maximum lot coverage of definition), dwelling,-, w� permitted at. 1) ore than the e1itii and re �i�strle a �i�� 1e Tamil 2 '% loca,e ' at: 245 Glenwood Road,Cutc i ue,N Y., SCTM No. 1000-110-4-11. RELIEFA' "' applicant requests a variance to demolish, as per Town. Code, and to reconstruct a �� �FS .��� The app single-familydwelling, having lot coverage of 4.6°l� where a maximum of 20% is allowed. r n,,, ^, a,� t bring the l u ant more info i �t� MENDED ' "LI �A. I0N: Kirin the hearing, the apl lip i w . 'into � � nDe���ber 10, 202 ' s�hnited �� par dore�si t z the proposed deck e 'k t wit, the code. 1 l � aPPlcai�t oty vit 1t e 264.8 sq,ti �efeet and, red iclng lot coverage e t 2l.5�, thereby bi n iiig the plan les , � n_c�n`or i "`own Code. Page 2, January 8, 2026 #8061, Calarco CTM No. 1000-110-4-1 1 ADDITIONAL INF A iON: The applicant stated that they are proposing a new Innovative Advanced (I/A) sanitary system for the property, F LN AS O S F BOARD AC: �A . . The ZoningBoard of Appeals held a public hearing on this application on, December 4 20125 at,which time written .�and oral evidence were presented. Based upon all test irno n 17 doctimetitation, per.senal inspeeti n of the pr pe "ty �n neighborhood, and other e und' � evidence,the ���i ng� Board finds the !obi�Yowi� facts to be true and surrounding ,� relevant and makes the following findings: . � � ire the character the :.Town LAW §267 h� 3 ,biii, 1 grant o the variance w �: not p��d �ce �n; undesirable Chang �: � � � r r a,detriment to nearby l hc��proposed addition and alterali �� s wii� � a�nta�n the,e���s���n neighborhood � � ��� dwelling � � � ��� � �� ���� � �� scale visual�� '� ha:ract���er "tl���e �� ectproperty, a� , n�e-st r profile � ti e� . and will not alter the massing � � y' Pcc r�v �s��� � � 1 . ,� coverage ear ee�din� the maximum permitted y p g vie�wed,fry ad ontn� parcels,or t�le r��� �t�owa� �� the �� p cw��on the �t I �tdo living pace. Said, s ace shall, remain a ount is att r o b solely t , an exterior deck and associated o l � p unconditioned and shall not be converted to habitable floor area. In c�o iderati on o f these l a,ctor� a W su ed t the, 'ti n imposed b this Board, the proposed project wi,i be consistent with the existing neighborhood character conditions y P p and will not create any adverse impacts on surrounding properties. �t i l e tene t a ht tl ap 1ic r t cannot be achieved by some method, e i'ble 2. w n �a 2 g pp ut t the ft rint of the existing reside .ce,the subject lot fog the i� �nt t ��rsne�other than,an area variance.n �c 1 . lol �covera e�;� .�:phe ��`r liea,nt'� has designed the proposed�e : to,,pry vernents to n strai nodallowablep r s c w nth respect t �� project e uire , interior liven a,c�e within these constr int:s., Any exterior r decking associated. with the prpje maximize r g spa results in lot coverage �n excess of res that permitted by the ;ironing code and w01,11 necessitate an area, variance un.te�ss re to substantial) reduce the interior living area, which wo il l co pro rise the intended use, and the applicant were functionality of the residence. g ath ni�tic�a�i Ltb rest relief 3 The variance ranted herein is n stnta , � ever the ace bein osed is for �,exterior deck., which es not t;affect the massingof the. fro n� the code., 0 � p g P P structures on the ro ert , and will not affect the nei bor lots. :h condit�onin b tl is oar , the propose st ru p y" deck,will remain open to the sky above and not becoe habitable space. 4. Town Law J,267-b(!� b° o evidence has been submitted, to suggest that a variance in this residential ullity ill have anadverse impact on, the hysica, or environmental conditions in the neighborhood. e conk applicant nst coup with Chapter 2 of h,,e Tow 's Storm Water Management Code and the conditions of this Board. �, � �Y � � cd tee 'parcel afterthe . Tow i a 2 j "f odifficulty has been self-created.. The a:p l cant purchased �� that t°;e� a licant. had act�u�a_ r co sts°u. ` eti've knowledge o�� the Zoning, Code Co e was 'in effect and 't� �� pry � me P�P p .i limitations on'the use of the arced under the, o�,in Code fil effect prior to or at the t n�e of' urchas .: w, ,20,7-,'b- Grant of the e e uest c° relief is the rn inim uni P��ction necessary and adequate to enable the �. w to en,*o the bene%t of additions,and, a t,�era�t'tons to th�� 'house while preserving and protecting,the character appii t of the ne ighborh ood and the health,,,safety and we l f .re of the community'. "° LON ,F THE B AQ-. In considering all of the above factors and applying the balancing test under New ��L T �m..n Law 267-B.......... motion.was offered by Member Lehnert, seconded by MemberWeisman eisman Chairperson). an 'fork.To , duly carried, to GRANT the variance as AMENDED,DED, and shown on the Site Plan (Sheet S-I) and Architectural. Plans (Sheets A-I thru A-6) prepared by Mark Kevin Schwarz, Architect, dated December S, 2025. awe ,January 8,2026 48061, Caiarce SCTM No. - 10- -11. .J 1 EKCrF TO THE FOLLOWINGM CONDITIONS: 1. The septic systemon the subject bj must be approved by the Suffolk County Department of Health .lect property Services, proposed 2. The ro osed deck shall remain open to above, and shall not at any time be converted to habitable space. ll not be ee rre� e "active rrrrrt`il the�� conditions;have been met.At the discretion of the This " � to .ith the a ve cortrl'iti r�s�m �°rentl r this r ec r ion null analBoard of , failure , That the abov e conditions be written into the Building Inspector's Certificate of Occupancy, when issued. o si r th at de r rin it ri s lrr ttatu r alteration that Tlre oar rest estle ttosrtrtr trr does irrirrl��re % °`r�s r�restc i�thrrr �� the date of not,rn rease the r� �ree n onco orrrrt r0 vr� this.de cis tore,. ASim rr� time Lter one �a . tl � � d ma re sire new l% tirr 11"S ON TIRE` A t OVAI_, S G N Please Read Care,,Lu- [1 ny de.viation,froin tle le ,s ite,pan alidlor arc r toctr l �� aw in g cit ed in tl,& le c% ion o r work exceeding rr lhylltheBuilding the scoperf t ellefgranto le errr, will es ll in delays r sslbl ssane Ill rrrc a n ' application andp ublic Of a w ldih permitan or the, lu �V r � req ear�ir�r efor the� rein Board r��rd f p e�lahso e . " 'n as °lrOft r�r�r the architectural d wilegs`,site plan and/or survey Any devr�t�on from tlr �a Tarr s� rr.�nted"herea "� e� err h rs� demolitions, rler mot, excee�lin� the scope �"the relief granted cited above,such as a�ltratons, a � the, rri�t°rNrh. This herein re not aulh,oirrr��ed under,this application when rrrv�lvrn n n�rr tforrrrrt es under 'does, t horn e or, andonle an current or future ts�e, setba-'ck o other f ature,o the �u ject � o e' y° action no r , ate the Zoning Code, other than such roses, setbacks and other f� ^tur�es, ����'are pressty a l°dresse rt�r that may viol g this action. OVAI, I. Pursum,,A to Cha tor 2804461(B)of the e of the,Town of TIME LIM1717S ON IURIS APP`R te of Southold any var"itancle, granted, by the Ord of Appealsshall become null and, I occupa,ncy has not ice cure, dr sl vl�s has o rn filed � 'fie Suffolk County ff. Clerk v °lt� �l e � � s� �� to� � � ri.a e�e was granted. T Boar o � �� may, upon r e et r r t e dat e ra t a t e� �r o t exceed three ,3 secutiv° one wrl year terms.IT IS THE PROPERTY OWNERS,RESPONSIBRATY TO E NSURE C70,MPLIANCE WITH µr -n Ii THE CODE REQUI RED ` ,.� vrn % i e to,c'. rt"Awate of0ccupancy,oullify the approved may resin re r e l t l a � e o variancereie require newv rt Vote of the Board: Ayes: Members Weisman(Chairperson), Planamento, Acarnpora, Lehnert, and Steinbugler. (5-0) w 411 c 4 POO L.'es,i.e Kanes Weisman, Chah ers n Approved for filing l l2026 WLLtZ Cv 0 Z � CD 0LM ( N gNf m,y�yJl,+�b `>-y,r 0 0 �:/ 0 YYL, 4 M � JA wry �CIL �� - rr +l + tA- `' ea zee LAj uj z <� ,r, w � W r- L `x ram- 00 w M CC uW Q 16. � U-Z L-Z Z „ L�I w C�? ai ` r C7 �L t!,�t'L' ��y j � C7 L...: t.0 wLAJ /%c C La C� Z ' m co C,> < 2 0< vi CD:c Ul —6 �,� I "C 0 0 0g ��y,J,J " LJ uq 0 LEI �-, '�>- CL� ��, .c Lr,J �-u5�" W Z �W 0 4 =" =c3c tL=Li � - toLa — Cc r mr �r z ' �� <r, LJ m t-�LJ w +ter LL cn, 'L ,. 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G RZ a ° , m J 4z, 1� W f i oruuvrx�n , r I `, y,., a x�� 9 dR 'Nml'CZ, +>�:rt::mnm rntn �:mna� J �i su user isx sr r hx i im. d /L r,nls MY14 a 1. , i + %I.J " 1 w -J np "ter n I n L � V � .. J Lk) ": A'" 1 I� � a. Co CL J � YSyr „ m' t7. pl Ckf G �n" b� ry W r r b 4 F *Ul w +.. _ _ + _ m CL.+�, ,7111 Mop � r„ �"� a r 1 Lir m .11 ,: �5 P m�auwr �cuvrt�,::mmmuuu� ,��, J/N 8..hVM 3118nd - ®NY1 03AOQ dV l 11 w MUl G � A< G <y....u W z—J W z �cr— ft— d C7,�<... x W V? � E-- � t 'u <ZOZV) a THE BEARINGS SHOWN HEREON ARE BASE ON LIBER 13101 PAGE 0657 NOM NO UTILITIES WERE MARKED AT THE TIME OF THIS SURVEY NOW NO VISIBLE WETLANDS WITH IN 300' OF SUBJECT PROPERTY NOTE: NO VISIBLE WELLS WITH IN 150' OF SUBJECT PROPERTY I FM LOT 29 J DIRT DRIVEWAY i (FOR HEALTH DEPARTMENT USE ONLY)--_--------------- — ----7 1 Ir � ' N57045'00"E'-- 75.00' FND X 1 43 6' , I MON 0 ►.' CAR 0RV' I SYMBOL LEGEND I 2.6 2.6' 2.54 0 MONUMENT FND GARAGE p 0 LIP./1,8.FND GFL=54.93 I �- I.P./I B SET I * I SPOT ELEVATIONS I (� 1l 2' � UTILITY POLE y ' '� AT — GUY WIRE yy y Y y I C> - UTILITY POLE W/LIGHT I ( LIGHT POLE g I -r- SIGN y�1 FIRE HYDRANT y� yy� y6g 2 I o PVC FENCE(PVC) y yy yy$ yy tea �11. STOCKADE FENCE(STK) P10 FM jLOT 31 FM LOT —X— CHAIN LINK FENCE(CRY) —x— WIRE FENCE TAX LOT It I Q MANHOLE „A„-INLET y 6� y2 y6 yr y g� yy$° y2y� I" ELM°B"-INLET y2 y�. {y a I 10'4 a ®YARD INLET z , o$ y2?-y � I��o.s y7,. WALL. ' I YARD INLET ¢ 7b ly NEI y r Z A/C UNIT ® ELECTRIC METER ROCK RET WALL I 0 GAS METER y�AS tT N� rya No © WATER METER ,.,,,, N GAS VALVE P/0 FM LOT 31 22.0' SHOWEF II pq WATER VALVE TALC LOT 10 ySl I TEST HOLE ► _.a., a,. �,...� �N�� �� a TREE 10.3 Lt� .,,sla L y x` I SHRUB ') k @ s,. { I BOLLARD WETLAND FLAG rtNA 1 STORY '� s D.C.DEPRESSED CURB FRAME �y FL FENCE RESIDENCE j.y� yN� yN, x t I MAS,MASONRY PEAK=33.90 I PLAT.PLATFORM FFL=17,69 "� 4 W.W.WINDOW WELL 10.3 w C ,,P k 1' 2. ya"a?4 „"� yN'6N B/W BAY WINDOW 104 34.4' � C/E CELLAR ENTRANCE ' 0/H OVERHANG I 1'S R/O ROOF OVER `a"1 2.3' 36.4' ""� CANT,CANTILEVER � G.O.L.,GENERALLY ON LINE yb°N y�y� aN a6 X CROSS CUT y yg. y5" Q STAKE y�NN 0/L ON LINE I I I I C6 (ZlI I I 0 75ND,.0 ---S57°45'00"W �FON I MN X 171,6 y(17.65 X 17.72 }M,77 y7 6y %1 r" .-- -- --,_— ..,,...--- ---�.��.,��._.—���----------- -- 1-1---- ,.---,—..-�� EDGE OF PAVEMENT GLENWOOD ROAD SCALE STOUTENBURG ROAD 20 0 10 20 � C�] (37' WIDE F/M) 1!!!l �"33' WIDE T,/M) "= LOT AREA ( IN FEET ) 11,250.00 S.F. 1 inch = 20 ft. *ALL ELEVATIONS REFER TO NAVD$$'DATUM 0.26 AC. SURWY OF PROPERTY /00 . r MAP OF PROPERTY OF ALI E LOT 3O AND P/O LOT 31 MAP OF PROPERTY OF land s u rveyi n g RAVATONE REALTY CORPORATION m jSlandSurVey.CO1'T'4 P:631—957-2400 FILE DATE: 10/22/1930 MAP NO. 539 L SITUATE 'l" DR.:MC ECREWAB SCALE:1"' — 20` TAX MAP N0, CUTCNOGUE TOWN OF SOUTHHOLD e DATE SURVEYED:09/01/2022 JOB No.S22-3069 0000-000.00-04.00-011.000 SUFFOLK COUNTY, NEW YORK (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUD-DIVISION 2,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT CDPIFS OF THE SURVEYOR'S ORIGINAL WORK AND OPINION.(3) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTEO BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP-(4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE..(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS,PATIOS PLANTING AREAS, AUDITIONS TO RESIOCNCES,AND A14Y OTHER TYPE OF CONSTRUCTION(7)PROPERTY CORNER MONUMENTS WERE NOT SCT AS PART OF THIS SURVEY(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION (9)TIIC EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SIICWN ARE NOT GUARANTEED(10)SURVEY IS SUBJECT TO A14Y STATE OF FACTS WHICH AN UP-TO-DATE TITLE EXAMINATION MAY DISCLOSE II REVISIONS: SITE DATA -----•---•-•-•-•---•-•---•- -•---•-•- •-•-•-•-•-•-•-•-•---•-•- -•-•-•---•-•-•-•---•---•-•-•-•-•-•-•-•-•- -•-------.-.-.-.... PROPERTY: 11,250.0 SF 0.26 ac / \ ESTIMATED AREA OF 7,600 SF / \ GROUND DISTURBANCE: EXISTING: AREA LOT COVERAGE: \ 1 STY,HOUSE: 1,144.1 SF STORM WATER MANAGEMENT DETAILS h C? _ DECK: 60.8 SF .� o ®0 0 ® Im ®0 CN \ GARAGE: 365.6 SF N � LOCATION: SF AREA 10(0%RUNOFF AT DRYWELL DRYWELL N 1�° TOTAL: 1,570.5 SF 14.0 2"RAIN PER HOUR PROVIDE: CAPACITY: � � � HOUSE ROOF AREA: 2206.8 SF 368.5 CF (1) 8'dia X 4'deep 380.3 CF (1)8'dia.X 5'deep (TOTAL) I DEMO: AREA LOT COVERAGE: DECK:: -60.8 SF -0.5% 39.7' 71!!7!% OGEE GUTTER-STANDARD 5" PROPOSED: AREA LOT COVERAGE: NOTES: 1).EXECUTION: 39.0' EXISTING 1 STY.HOUSE: 1,144.1 SF A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. EAST ELEVATION - S KY P LA N E 1 STY. ADDITION: 602.3 SF 2).PREPARATION: SCA11 E: 1/8" - 11-OII / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. L.L.. COVERED PORCH: 42.0 SF B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. DECK' 264.8 SF C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. EXISTING GARAGE: 365.6 SF 3.INSTALLATION: TOTAL:: 2,418.8 SF 21.5% A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. Cn a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. METES AND BOUNDS:: SURVEYOR: SCTM: B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT SCALICE LAND SURVEYING 1000-110-4-11 O CONNECTORS. -'-------•-' 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL / DATE SURVEYED: ELEVATION REFRENCE: I� CONNECTION WATERTIGHT. /' SEPTEMBER 1,2022 NAVD1988 DRY WELLS TO BE 10'MIN. 4).PROTECTION: / PROPERTY ZONE: FLOOD ZONE: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. /' R 40 X B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. O0O C O /• \ \ GFA CALCULATIONS \ h LOCATION: AREA: N ® ® 1 PROPERTY: 11,250 SF F--i o i GFA PERMITTED: 2,256.3 SF Al EXISTING 1 STY.HOUSE: 1,144.1 SF . r PROPOSED 1 STY.ADDITION: 602.3 SF A El I TOTAL GFA: 1,746.4 SF M--I 33.2' 10.1' Q NORTH ELEVATION - SKYPLAN E SCALE: 1/8" = 1'-0" 18'-0" MAX. C. to C. U N 32015'00" W w GRADE ,150.00 w EL - = 16.44 -- _ - - _ - - - EL d Lu / \ 12.9 O p 8'X5' ci PROPOSED �� '-'- EXISTING DW �` \ I CELLAR DOOR I W 6 MIN. WATER LINE \ 24.0' ' 0 C) Z - ( 1 f O LOCATION - 27•9 `` 1`1110.0 / Lri � __ a C) 0 - / r-- EL EX 12.5' 2.6' (5 _ _ - -- - �; EXISTING SANITARY SYSTEM J2•5 18 tn U �O _ _ _ TO BE REMOVED PER SCHDS O N EXISTING MASONRY' ' EL REQUIREMENTS O U NEW GAS LINE LANDING (18.4 SF) , PERSPECTIVE I LOCATION 4.8' 12 5 9.2' - - V VIEW Z � I �� PROPOSED 1 STY °'� / TOP SJ6IL \ XI (65.6 sO AGE E I NG 1 S O S ADDITION Loc�TION (F EL /�.69� ] 44. SF) , (602.3 SF) O ' / EL O Lu PROPOSED •t15 36" MINIMUM 2 x 2 v I DECK o FENCE POST I 39.7' o.o (264.8 SF) / �� 2 6' m N o O L� + Q o 31.2I 15.9I Q EXISTING GAS LINE TO BE CH 19•7� _ 39.0 m ° '� REMOVED AND REINSTALLED - PROPOSED 8 X4 WOVEN WIRE FENCE IN NEW LOCATION I W ° � ' -� \ I I COV. PORCH f\ -- --l--- _, I I 32.0 SF � ° r6 x 6 - 10 10 `VWF G ----Al* _-- - -is I B'X4' I I o / EXISTING 13. C'4.5' - I DW - _Z I (60.8 SF) DECKN{7 STAIR :-- - _ \ _ Q40 FILTER CLOTH SANITARY DESIGN ' I TO BE DEMQLI�I4IED I / \ I I I W U) U O _ I BY OTHERS EXISTIN II 6!3' X 3.5' }""' � v CONCRETE I O 00 v v O (14.3 SF) bdYiDOOR I EL CN WASHOUT I III TH STEP 14.5 O aPROPOSED �O M I TO BE DMLSHED 1,Op SANITARY E r� Q u') LOCATION I I „ O m II m I � D LP Li I � EXISTING � W EMBED FILTER CLOTH GR,� F � I ; iROCKW LL � ,n DRIVEWAYS w TO B LriI Q 1 MIN. 6" INTO GROUND I R EMOVED -1 W Lu i u 2 II O EL I I 1 I 14.5 e �L ; ; EL 4n 16.3 _ - - - - - - - - - - - - - X- 1 5 11. ' ' 10.6 Q IEL EL EL EX 14' EX 13' EX 12.0' o� S 32°15'00" E N � '16 15 14.5 15 .00' 11 3 NOTE:: CONSTRUCTION ENTRANCE � MAXIMUM DRAINAGE AREA EXISTING EDGE OF PAVEMENT OH ELECTRIC 1/2 ACRE / 100 LINEAR FEET POWER LINE x SECTION DETAIL PROPOSED SITE PLAN Ll HAMILTON AVE . i as SCALE. 1" _ 10'- " SILT FENCE DETAILS p 11 DRAWN: MH/MS V F \ SCALE: JOB#: 12/08/2025 r, SHEET NUMBER: S- 1 REVISIONS: O 0 0 0 Q ® Z O H Q Q EXISTING EAST ELEVATION SCALE: 1/4" = V-0" W � Q � O ° � � cc)) w � z U w � a � � o � U N r� U " 7f�C�C - E - � � V w ye c3 m -BOO I 1 i oW � jr _ Cif�O tt jLEZ:jJ = =1 JC�CC]O�l - �n - � � W O�- 7C=C_ 4T I OO�O V PROPOSED EAST ELEVATION _ � U x SCALE: 1/4„ - 1 -0 DRAWN: MH/MS SCALE: JOB#!: QF. ¢f 12/08/2025 ` �; SHEET NUMBER: A- 1 i REVISIONS: O F---I 000 00� 00 000 � moo 000Ej00 Do � 0 00 1 1 17A z 0 EXISTING SOUTH ELEVATION Q SCALE: 1/4" = V-0" Q EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" Q � � � cc) Q o z u a o U � H N U OF - - - - if"- -- x o FP z I I L I I Yq J� YT C71, dyl I LLI 11 J I IIIH III Hill - hl _ —iD� - - ILL u u PROPOSED SOUTH ELEVATION SCALE: 1/4" = V-0" --- PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" Cb e ��• '� ;� DRAWN: MH/MS SCALE: JOB#: 12/08/2025 SHEET NUMBER: A-2 REVISIONS: H O W BEDROOM Q No. 2 Iw ' M -------- Z ' -------- — WATER- I+ I x I ------- ~ --- - BEDROOM -- --- IN N ' _ N , , IC , a i ACCE 1 N ----- ,a , ce W IW Q � x M FRONT I+ I It + PORCH _ iN i N ' BEDROOM _2X6 RIDGE No. 3 CATHEDRAL CEILING yg` ® 0 (UNFINISHED) Lu REAR PORCH I u Ix M xI o w M M z+ x I + o 0 O I N I N I N I V N I I O ce X LIVING ROOM I� N 'l7 � I ♦ ' � (V KITCHEN OO I+ I I W —I SEPTIC U 00 0 x I H,o IN x M BATH I I+ x I N I I WELL o O I e- rn � G V DECK co v Nut S R I I zvas° __----_- H Lu EXISTING FOUNDATIONN 3 � _________ ❑ PLAN EXISTING FLOOR PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" w O cn DRAWN: MH/MS SCALE: � �' ���+�► JOB#: �r QR 12/08/2025 SHEET NUMBER: A-4 i REVISIONS: B 2T-11" IT-11" 5'-011 oo ------51-01----- p, d , r I I I ° r--------I p 1 BILCOC-DOOR ' 0 1I1 I I , LL- w/12"EXTENSION !-------- (BY OTHERS OR 1 ' ___ , I O 6-3/4 BUILD IN FIELD) ° 2 1-3/4 11-7/8ML --------- v O (w/BLOCKING BETWEEN JOISTS) d I u BEARING WALL ABOVE(VIF) r- ------------ --------------------------- -------- --- ---------- -, 1� , _�_} - �_- 1 1 , 'a' , it . . ! - • - (2)11-7/8 1 - "' 2 11 78ML nn 1 •--'I --, ( )---- -- ------1---------------------------------t'----- - ------nit---- - C ,I I I I - ------ --------- -------- ' ' I I Q III I II„ N I ---- ---- 1 8X6-L1v1U ' '''_'11I I IIII z L4'4" IA 1 T� 1 OVER 24"X 6 X12",FT o, 11 ' '--0 �-'w.. Vn 1 n ���� wl 1 1 n III rill - `77W + C. � _yl l� I /! -2 I I I I 17-4 X 11W m ___________________- •� ' 1 Iio I -XI II' z m S Rill . a . �•I 1 1 1 1 , X --! 1--{= -^ I I I /1 1 11 I I I E X6- _ 24"0 ''' ,N _'_a - - a 1 1 ' III I LI I I W a---_- 1 Idp I I -F" 9- a yr r n I I 0 I I I IN I 1 1 -T y III DUTCH WALL I,LI I I O 11 "T I F 12"OC JX6-FJ-M24-Oc �21 W 14r'i 1 n u , w �8416 O � O3b"X12" G 1/I I I I ♦`' 1 ' -mot - - �- -- ------- - =- � - --`-I'I-- _ � _ '��,I-�_ )13/ X11 $MLFLI�SHBEAM�_ ........r d I I� II Ipll -' -+ I " I , 1 11 1 I X X' _a='e==a'' '.l. 1-•26 I .Y'. ^ - I 1 I -2'/2 m , _ 1 'A. 1 1, r e e=e , +\I I 1 ' 1 ^ 'l 1 : : : •.I " ' ' ' 1!1 --S ---------- p I "DUTCH WALL 9 I` X i I I I H 1 1 d' 1 ,.'a'. %. •1, 1. • '. 1 .• \ I X IIII I � Ir---- 1 1 IX N I, '.� .'11 .. �. 1 1. \ a. �I __ ­1 in , 1 1 N ,,''. 1. 1 .• ' 1 ♦ „ M Idl1 I I a -r��- �.��i (y\' i ♦ I I 1 1 'X ' X ' ' 1: 1'' 1. l .1. III ' r-------------' '♦ I , W I COS •W ♦♦ ` I 1 A 1 ' - --•I I 1 1 I 1 1 --1 H I-- --IHI- �� I - � r�- / _ 1 I 1 •:.•.:.' � 1 ___ '1 I I 1 I ,'I I 1 I I I IIII Z, � IIII IIII I I I I � IIII L� IIII 11+1 I I I I I I W W un ,��' 11 1 ♦. I 4 1 I I 0 11-7 8"TJ13 0 FJ 16"OC c[ "" - -1 __�1 1 •CCI4����;.--_ +���-yQ u J Y, I _ IIII I A _ 1 1 " .1. W 111f1�ii N 1 I I I - EX RACXI� SPA_ E o ° -j ,IJ 1 - o I I ° M °' X 1, 1 J _ - Q Q {11 I , I Q IIII p O Q ,III + , i ','.. ..Q V 11 O-. I LI I I N I I ' O IIII I I X '. et m 111 1 1 I I I X (� bo X I `I . 1 1 ��i 1 N IIII - I I M 1 I Il X 1 •I' .= M II W U C'�,I,�II I I a ' IIII nn - It III may'-^�� _+ V = all 1 I S 1 ' 2X8 AC 1 J 16"O "" I I I 1 I X .-rs-�i - - a��J..-�..-�� t_ 1 i ► . J-'1--T__ J,,, • p Q / .♦5 II C'♦1 - ►• W EIE. 1}� + 0 ul a nl nn �, I - I I I I I I I tl W �' ICI ''1 I A , 6X6 ACQ POST OVER --IIII IIII Z I I I I -°. X i , a I 12"dia.CONC.PIERw/ I ,L"�♦ I I ,�pp�N77[[Hyy��♦I I `� ro I I I I++ I I`` I = A O I m w/2'X2'XV FTG(ALT. I 1♦�; i 71 I O I I I I I i F I ♦ O b 1 BF24 BIGFOOT FTG) HH NHLu N I I11 I � I I 1 1 I i , , ^ V- I INil I - • MIN.3'BELOW GRADE _ nn --Inl ' I I X.2X6 F1 4O \ II ��ul I p, i IIII IIII T� QvO W IX I p IIII IIII I' I' I I I '� I I F.- Z L. O _I '1' I ,/ X 111 I 1 •' 1 I111 IIII I 1 y, O N O a ull I .1 I I I I I I' I I Z Q 1 I I t I LL I U m 'X I I EX.�2 4"O X i ' I l l N I I M 1 1 RIII I 15'- '/2" ' �' ' L ���� L C Lu IX '--_ ' + - I -II plI H I DECK I ^ W I , 1 II I I 111 I 1 I I IIII \ \ IIII ' 1--i O , � IIII ro ro � IIII N I ♦ : I I " III I ♦" I V - ry ` p IIII O O IIII 00 1 W ~ n `♦ Imll I 12'-6'/2° ; �� d ���� Q -- �..I I OI' I O Inl O Inl I-•� - -------- -------- -------- I--+ •u I X IIII X IIII __________(___________________� VI I N IIII N IIII , U 2)11.7/8ML - 1nl y I I I1 1011 a- ------- -......-.- _---------_ ------- -------------a a-- ' a--ram-- --V, -To- - -------- -a rrn��-- 1 ' IIII IIII _ ________ w _ -- � P-� --- 'I I C1 I II11 I I IIII I 1 1 ' --------- I6X6- [TdSf ---.36x24AWNING-----------u- 1 d , ' ��� PORCH W V I.I 16X6ACQ POSTOV ER Q z I O 12"dia.CONC.PIER W/ dp "{ c P i O I w/2'X2'Xl'FTG(ALT. X 1 ' '-- -------------+- --+--- ------- +----� 1 I 'Ct' M ,'' CN @ - i BF24 BIGFOOT FTG) --. r--lal- `--------- --------------' I I ,'q-1-MIN.3'BELOW GRADE ® 7'-4° 6'-pn " 44 pp��+=_(2�2X8 AC�Q41RQ�R-� ��1♦ ' LEDGER BOARD TO BE FASTENDED TO BUILDING WITH TIMBERLOK® o --1 -- 1 •-- -' SELF-COUNTERSINKING SCREWS r 7 (D BY OLYMPIC MANUFACTURING N v (2 SCREWS @ 32"O.C.) m O v v 8'-10" 12'-3'/2" 14'-0" x v STEIPS x o - - - - -- - - - - 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION PLAN PRIOR TO 10.SEE MICROLAMS NOTED UNDER BEARING WALLS ABOVE. FILL VOID,BETWEEN i 1 COMMENCEMENT OF ALL WORK AND SITE CLEARING. JOISTS,AT POST/COLUMN LOCATIONS. 'CS 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY DESCREPENCIES,QUESTIONS, 11.PER R302.13 CODE,APPLY 1/2"MOISTURE-RESISTANT SHEETROCK UNDER NEW 0 � CHANGE OF MATERIALS,DESIGN CHANGES,etc PRIOR TO MAKING ALTERATIONS. FLOOR,TAPED AND SPACKLED.PROVIDE OPTION TO PRIME/PAINT. INSTALL 16"w X 12"d CONC.FTG. UN DO NOT SCALE PLANS,VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. 12.DUTCH WALL TO MIN.8"THICK,CMU OR POURED(SEE SECTION),WITH 16"X8" DER 3.PRIOR TO COMMENCEMENT OF WORK,GENERAL CONTRACTOR SHALL FOOTING, (2)#5 REBAR.POUR 2"SLAB OVER. BASE OF ST-AIR(TYP.) INSPECT EXISTING FOUNDATION,LOCUST POSTS,PERIMETER EXTERIOR 13.INSULATE EXISTING AND PROPOSED FOUNDATION Ln U WALLS,etc.REINFORCE,REPAIR,AND/OR REPLACE ANY STRUCTURE THAT O� 14.PROVIDE OPTION FOR HINGED DOOR AT BOTTOM OF BILCO DOOR. IS DETERMINED FAULTY FOR THE SAFETY AND PERFORMANCE OF THE HOME. � v v 15,INSTALL ACCESS DOOR(S)TO UNDER DECK,MIN.3'WIDE.PROVIDE OWNERS , ANY DEFECTS OR AREAS OF CONCERN SHALL BE BROUGHTG TO THE ATTENTION OPTION SINGLE VS DOUBLE DOORS.DOOR(S)SHALL BE LATCHABLE WITH HANDLES. .9 W OF THE ARCHITECT TO REVIEW FOR REMIDIES IF NEEDED. 16.INSTALL SMOKE/CO DETECTOR PER CODE,HARDWARED THROUGHOUT HOUSE �+ 4.PROVIDE OPTION TO POUR 2"SLAB OVER DIRT FLOOR AT EXISTING CRAWL- WITH BATTERY BACK UP. SPACE. 18.EVALUATE EXISTING/PROPOSED MECHANICALS WITH OWNERS. 5.PROVIDE A LATCHABLE HATCH OR DOOR BETWEEN NEW FOUNDATION AND EXISTING CRAWLSPACE(FORMER ENTRANCE) i B 6.NEW FOUNDATION TO TIE INTO EXISTING(TYPICAL).PERIMETER WALL TO BE 10"THICK(SEE DETAIL AND SECTIONS FOR STEM WALL).EXTERIOR OF FOUNDATION TO BE DAMPPROOFED PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. FINISHED FLOOR OF ADDITION TO MATCH EXISTING. VERIFY HEIGHTS PRIOR TO FORMS FOR WALLS ARE ASSEMBELED.USE#4 REBAR AT U 12"OC AT ALL ADJOINING WALLS(TYPICAL).INSTALL LEDGER BOARD FOR NEW 0 FLOOR JOISTS CONNECTING WITH EXISTING HOUSE USING(2) LEDGERLOK un PROPOSED FOUNDATION PLAN FASTENERS AT 16"OC.JOIST HANGERS SHALL BE USED FOR JOISTS AT LEDGER. d PROJECT NORTH S N 7.FOUNDATION TO HAVE 24"Xl2"CONCRETE(2X4)KEYWAY IN FOOTING. SCALE: 1/4" = 1"-O"" FOOTINGS TO HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY)MINIMUM 3'BELOW GRADE. H 8.PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL.2X4 ACQ SILL AT QI LOWER SHELF OF STEM WALL FOR NEW FLOOR JOISTS. 9.PROVIDE 5/8"DIA.ANCHOR BOLTS AT Y-0"O.C.AND W/I P-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A U MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. �r1�1 I� x DRAWN: MH/MS SCALE: JOB#: 12/08/2025 SHEET NUMBER: A-5 REVISIONS: B 27'-11" lo EQUAL EQUAL 'olEQUAL EQUAL 6'-3'/4" 181-113/4" 2'-8" TW3046 TW3046-2 TW3046-2 TW3046 EGRESS EGRESS lol EGRESS EGRESS O (2)2X8 HDR I (2)2X10 HDR (2)2X10 HDR , I (2)2X8 HDR I 1 I = a op > ce - 1 ( OI o N 1 °' Ce ' = o XM o I Oa - 2X8CJ (P16"OC � " X " F...� o PROPOSED " 1 z " I BEDROOM No. 3 PROPOSED r� ===== - _ _ - --_—— EXISTING EXISTING 4 BEDROOM No. 4 r BEDROOM No. 1 BEDROOM No. 2 0 I o `a I� 2x8CJ (o 16"OC �t - \ fl- X 7 I` I ICI -------• m ' 12'-611 2'-3'/2" 1211-611 1 1 I .- 1 I v 00 IC i ATCH ACCE s}sf"tla uY�,s-KlNC 4 x ATCH . .AT.TaI.0 H ------ TBD 1'(d V! IF2) (2 9-1/--2rN nM" N L--=I 2'-A:" ' I2='-6" 3-6"-N - Y _m 91-mVo2a'/211 ' 21-31/211 BAI TH36" _ 36" wNo. 1 � (2)2X8 COLLAR TIES 48"OC Co EXISTING z D o. 4-9,/2„ 10'- "AF3'2 IIIIIIIIIIII����r�M��++IIIIIIIIIIIIII EXISTING GARAGE ROOM Co m NX I? w 36"X60" LAUNDRYM 36"X60" HOWE OWE STORAGE y 2X8 COLLAR TIES �48"OC ' LNDRY CLOSETL 00 10'-0"AFF I E CH ❑x u LIVING ROOM o . PROPOSED FAMILY ROOM _________--_----___ O CATHEDRAL CEILING E =8 — _ PROPOSED= = =2'•6° (j2X8 COLLAR TIS a4 "OC co10'0"AFF DECK %5 n* -11 1III�IIIIIII OOO�p�QI/FW��"�"h'II O m 15'-0'/2" 6' 13'-4/2° D L — — — — — — — — — — — —— — — — — — — — v V KITCHEN 2)2X8 COLLAR TIES @48"OC 0 rn 2x�4J P16"OC I,I -i X ALTERED V10'0� AFF XN _ __o_ OO NT �W�NQ UOQ✓' r- 19'-811 o N DW '. , , R< , (2)2X8 HDR ' (2)2X8 HDRIx _ 1. GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION 13.ALL EXTERIOR NEW OPENINGS TO BE PROVIDED WITH DEBIRI-PROTECTION A3535 _ 2446 DHP5646 TW244E6 - Y PLAN PRIOR TO COMMENCEMENT OF ALL WORK AND SITE PANELS WITH NECESSARY HARDWARE,MARKED FOR SPECIFIC LOCATIONS. (2)2X4 (2)2X4 00 w CLEARING. 14.INTERIOR DOORS TO BE BID AS SIMPSON REDI-PRIME WITH EMTEK HARDWARE LOCATION TO BE DETERMINED X PRC PO ED x 2. SITE PREPERATION,CLEARING,PROTECTION VIA SILT FECE AND/OR HAY AND VERIFIED WITH OWNERS PRIOR TO ORDERING. AFTER OWNER PROVIDES FINAL Nu O N p POST POST BALES,TOP SOIL LOCATION AND PROTECTION,CONCRETE WASHOUT 15.INTERIOR DOOR AND WINDOW TRIM,BASE MOLDING,CROWN, KITCHEN PLAN I N N z PORCH " I (IYP) (1 YP) CONTROL MEASURES,etc.GC TO HAVE SURVEYOR STAKE OUT FOR WAINSCOTTING AS SELECTED BY OWNER. BID PRIMED FJ TPUM,VERIFY PRIOR 8X8 FG COLUMN 14-8 EXCAVATION AND ANY ADDITIONAL SITE WORK NEEDED FOR THE TO ORDERING. - — 2 10- — _ w/6X6 ACQ POST (2) CONSTRUCTION AND PRESEVATION OF PROPERTY AND UTILITIES 16.INTERIOR WALLS TO BE SHEETROCKED,TAPED,SPACKLED(2!COATS),AND TO GIRDER(TYP) 8, 0„ THROUGHOUT THE DURATION OF THE PROJECTS COMPLETION SANDED.WALLS AND CEILINGS TO BE PRIMED AND PAINTED.OWNER TO 3. GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY PICK COLORS AND FINISHED INCLUDING TRIM AND DOORWAYS(TYPICAL). --------- -- ------ WALL LEGEND DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN 17.INCLUDE OPTION FOR 16X16 NICHES FOR SHOWER NICHES.CONFIRM SIZES N v CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, WITH OWNERS PRIOR TO BUILDING. BATH FIXTURES TO BE SUPPLIED BY m ' -0 10 1 6-10'/2" ______________, VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. OWNER AND INSTALLED BY GC.INSTALL BLOCKING BETWEEN STUDS IN 1 1 I ____________ ______ ______________ WALL TO BE REMOVED 4. NEW ADDITION FINISHED FLOOR TO MATCH EXISTING AND ADJUST DESIGNATD LOCATIONS. o c'i {� FOUNDATION JOIST SHELF AS NEEDED(SEE SECTIONS). o 15-11/2 18.PEOVIDE OWNERS OPTION TO REPLACE GARAGE SIDING AND OPENINGS � u ____________ ______ EXISTING WALL 5.ADDITION WALL HEIGHT TO MATCH TOP OF WALL(-8'-2").SEE TO MATCH HOUSE HOUSE. '-' X o CROSS SECTIONS FOR EXTERIOR WALLS,FRAMED ON SILL PLATES, 19.INSTALL COMBINATION SMOKE AND CO DETECTORS THROUGHOUT HOUSE. �" W (FLOOR JOISTS TO NOT BE NOTCHED). ALL DETECTORS TO BE HARDWIRED WITH BATTERY BACK U P. z �n v ___________________ NEW WALL 6.ALL POSTS FOR NEW STRUCTURE TO REST ON BEAMS,POSTS OR o v 00 y 20.EXISTING WALLS,CEILING, FLOORS,EXTERIOR OPENINGS, ETC.TO MEET � � FOUNDATION WALLS BELOW. CURRENT NYS ENERGY CODE. o O lc� NOTE: "----------- 7. EXISTING FLOORING,WALLS AND CEILING REPAIRS/PAINTING,etc 21.PROVIDE OWNERS SEPERATE PRICE FOR NEW 4'X4'OUTDOOR SHOWER WITH fa v m ` DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL L\ -o TO BE REVIEWED WITH OWNERS. WATER /HOSE BIB LOCATION. .-. [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=42",2X6 = 6"j 8. NEW SUBFLOOR TO BE 3/4"T&G ADVANTECH.INSTALL WITH U) U � 22.HOSE BIB LOCATIONS TO BE DETERMINED BY OWNERS rn cn DIMENSIONS OF NEW WALLS ARE FROM STUDS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 23.PROVIDE PRICE TO REPLACE ELECTRICAL FIXTURES,OUTLETS,SWITHCES,etc oo MANUFACTURE'S INSTRUCTIONS. IN .fl v [EXT./INT.:2X4= 3-1/2",2X6 = 5.1/2"] 9. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. ALONG WITH NEW OUTSIDE OUTLETS,LIGHTING,ELECTRICAL,UPGRADE � W 3 SERVICE PANEL, ELECTRIC TO EXISTING GARAGE.OWNERS TO DO WALK 10.NEW ATTIC ACCESS AT ADDITION TO BE VERIFIED WITH OWNERS. THROUGH WITH ELECTRICIAN AFTER COMPLETION OF FRAMING AND �+ 11.EXTERIOR SHEATHING TO BE 1/2"MINIMUM.INSTALL UNDERLAYMENT CONFIRMED PRIOR TO INSULATING WALLS. WITH SIDING AS CONFIRMED WITH OWNERS. ' 12.NEW EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES,HIGH- PERFORMANCE WITHTH SCREENS AND HARDWARE.PROVIDE OPTION FOR SNAP-IN GRILLES VS SDL GRILLES WITH SPACE BARS. ENTRY DOOR TO BE W AS SELECTED BY OWNERS.PROVIDE AND INSTALL SCREEN AND STORM DOOR. REVIEW EXISTING OPENINGS WITH OPTION TO REPLACE TO MATCH NEW. H-I PROJECT NORTH 5 N PROPOSED FLOOR PLAN ° SCALE: 1/4" = V-0" N A tt ° DRAWN: MH/MS SCALE: JOB#: e b 12/08/2025 QF SHEET NUMBER: A-6 I REVISIONS: ; B o w 12 (OVERHANG TO MATCH ISTING H lya✓�..�� - --�_„/-.-��? ... r,r�� __-___� __ ---__„_--- --- -�/Z�_ .-_-�----- - °-�• ---�C)p..__I?* .._, --- �=ti N V I I I O III +j + It O r l JP ^ III O 12 a 1 C) III / III !;! 1 O 1 I �.. �/� o♦ I 1 ry O /-- .. ....... ...,... ... - r 1 I 1 ' ♦ C9>, ♦♦\♦ y 1 N 1 11 i�:.. ... . ... . ... . .. III II 1 `J �r-i y 1 1 11 �\ .(•.......... ........... ........... ........... ......_: .......... ........... ...........�.... r V ' Y / III V I I /im" O1 11 11IG�l60F TO EMAIN 0 EPL�CE,ROOF SINGLES AN ra♦1 I + ; 2X10 RR(a?16"OC NDER &VT-4-T, PAIR/R6LACE SHEA t I1NOt RAfTERS,FACIA,etc. nc I I X 1 1 u ♦ I ` p' h X , II 1 II ♦ 1 AI II u \ 4 IA9.1IECESSAR \p l i 1 1 n 12 Y u I I I N II ' x Y 1 / II 1 1 II \ '� 1 AI 6\i O Y n W II I II 1 �.r� z�z 1 II 1 .... ... y I _... ... .. F._ III II* 1 I ,I III .........�� ... �i ♦♦a� y II ---- ---- --- [STING (NO CH G S) O REM IN VED ---mow--zs � `� ♦ w I a ��a� .V EX STING AR AGE -V II r 1.[/ /-- I 1 ' I -, \//\\\ � ♦♦J I I{I 1:=7 [':S �-IIu� Q I➢ 1 II 1 , 1 I � 1 A 1 1 �� \ '�' O O t - _-- " I i r i � �`X 1 G RO OBE I It R\EMO ED\ ° n , U _ XISTIN SHED RQ F TO REMAH N ' EXIS;INGROO TO REM IN _a., I a ____ __ ___ ___ _� �_ oc _ ; ' / 1' - N 1; 1 ' ' 11 w (NO RANGES) '+ - f i p " ' EXI ING RO F TO RE AIN,' I I ' " u REPLACE RO F`SHINGLES AND" A NL�ERLAYMENT.REPAIR/REP�A E II �,-_ _--- _. ' ______ / _ N _ __ I II = l i „ cc REIfLACE R F SHIN ES AND" _ `'-- H�EATHIN6,RAFTERS, FAS4`IA,etc. ' i i 9 _ I U bERLAYM�NT.REPAIR/REP CE zAS NECESSARY AS NECESSARYLLI N SHEATHING,RAFTRS,FASCIA,etc. , }1 1 -L `♦o ', ;I 12 I"I °Z 'i••;•ylY......... ........ .._ - _ .. _ ... ...... . ... \� .....__. 10 RR(a16"OC I u 0 / �+=�--------"--------"--- --- 'I'r-ni ' � r r `.. �(-._ - \. ° v ! 12 �� I T)___ _Li 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION B. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS rz PLAN PRIOR TO COMMENCEMENT OF ALL WORK AND SITE (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, y CLEARING. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. U) U m n � ^. C!] 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY PER CODE. It DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN 9.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND cv v CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, DIRECTLY TO THE DECK ALONG EAVES. .0 W VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. 10.USE MINIMUM 15#FELT UNDERLAYMENT(30#AT 4:12 PITCH ROOFS) 3.REMOVE EXISTING ROOF AS NOTED.ROOF SHINGLES AND WITH ASPHALT ROOFING.INSTALL ICE AND WATER BARRIER ALONG UNDERLAYMENT TO BE STRIPPED OFF WITH MISC.FLASHING PERIMETER T OVER THE CONDITIONED SPACE PLUS OVERHANGS AS NEEDED AND GUTTER. PROVIDE OWNERS OPTION TO (-2 COURSES),AND AT VALLEYS,HIPS,RIDGES,AND INTERSECTION REPLACE/REPAIR(AS NOTED BELOW)GARAGE AS WELL. AREAS(TYPICAL). REPLACE/INSTALL NEW CRICKET(VIF).INSTALL LEAD 4.EXISTING ROOF STRUCTURE AND SHEATHING TO BE REPLACED COATED FLASHING AT CHIMNEY. FRI W AS NEEDED.REVIEW CHIMNEY CONDITION FOR REPAIRS. 11.DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! Ey 5.NEW OVERHANGS TO MATCH EXISTING. SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING 6.ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT.UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO V GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY 7.APPLY MINIMUM 1/2"THICK FIR CDX SHEATHING OVER FRAMING. TARP UNTIL ALL ROOFING IS COMPLETE. 12.PROVIDE OWNERS PRICE FOR GAF TIMBERLINE ROOF SHINGLES, VINYL RAKE, FASCIA,AND FREIZE BOARDS. Q 13.GUTTERS,DOWNSPOUTS,DRYWELLSTO BE INSTALLED. W' N B un PROJECT NORTH 5 N PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0" Ct DRAWN: MH/MS SCALE: JOB#; 12/08/2025 SIIF.ETNUMBER: A- 7 REVISIONS: 11-7/8 ML RIDGE — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — 12 a ASPHALT R=FING 2X10 VALLEY PLATE ��O` w/15#FELIT UNDERLAYMENT LAG BOLT TO RRs(TYP) @� FLASHED, IICE&WATER BARRIER 1GQQ PER NYS CODE RESIDENTIAL CODE EXIST. (2)2X8 COLLAR TIE 48"OC (2 9-1/2 M �-� FL 51 BEA NON-STORAGE MEZZANINE 3-1/2 SDS EXIST. 2X8 @16"OC FASTENERS00 _ i--1 ADD 2X8 CJ (T PS P) TO OF WALL AS NEEDED TO)MATCH EXISTING _ 2X6 STUD WALL W O 1/2"SHEATHING O SIDING PER OWNER N w/UNDERLAYMENT I--� EX. LVG. ROOM I EX. LVG. ROOM STUD WALL TO BEE FRAMED COMPOSITE RAILING II BLOCKING OVER STEM WAILL PLATE AS SELECTED BY OWNERS BETWEEN VYCOR SELF- — - - - - - EX. SUNROOM Jolsrs ADHESIVE C LED<GER BD. FLASHING p 11-7/8 ML (mP) LEDGERLOK FASTENERS M 3/4"T&G SUBFLOORI TAT 16"OC 5/4 COMPOSITE DECKING FINISHED FLOOR TO 11-7/8 TJ1360 @16"OC 2X8 ACQ @16"OC 1/2"d EXPANSION BOLT O MATCH EXISTING. iaAT16"OC (3)2X10 ACQ VERIFY PRIOR TO POURING 2X41 ACQ ' I GIRDER EXISTING GARAGE �{ NEW FOUNDATION (3) 9-1/2 ML PLATE GIRDER bt 2X6 ACQ SILL PLATE w/ }I EXISTING EXISTING EXISTING EXISTING SILL SEAL/TERMITE SHIELD 6X6 ACQ TELEPOST }I q.a POST(TYP STEEL ►p STONE BASE,OVER LANDS APE EXISTING 31-011 COLUMN a,. FABRIC UNDER DECK lw IIIIIIIIIII11111f1ill-III-11w'i III'=1i1 a -,r� .. - - - — - - - _ : 2"SLAB I I I III I II I 9! 9!• lo- II �I • •. I I I I II III I i oe n • I• u—III__-;11—III_—III—II=-.I I— =III—u=III--I y—u---II!=III--III=n---I I=I --II=II—11=III—.I — I--411-rt II - —III=III--Iu—III—II___ul—In_--III—n_=III rII �-_III—III__ul—li—ill-11 EXISTING? • a ° b� �• ° 7 8"PC Q _--_.-- 10"PC WALL I ti9. 12"dia.CONC. 9! O (VIF) DUTCH ` iN >�• DAMPPROOF ° �� PIER 'Q 16"X8"FTG e m WALL 4"CONC.SLAB j Q ^ (2)#4 BARS b ► a. 16"X S"FTG °•p • FOOTINGS TO BE INSTALLED (2)#5 REBAR 24"X12"FOOTING 2 X 2 X 1 OVER UNDISTURBED SOIL (3)#5 REBAR CONC. FTG. O CROSS SECTION A O ° o w 9 SCALE: 1/4" = 1'-0" o z O W U � a o � U � H N U EXIST. ROOF TO TIE IN 12 hSPLHALT ROOFING I CS WITH EXISTING 1!5#FELT UNDERLAYMENT MATCH EX.ROOF 6� RIDGE 2�6RRli/2"CDX SHTG. (TYP) PITCH (fYP) �6'O o 2X10 VALLEY C PLATE P m N s~ O 1-3/4XI1-7/8ML RIDGE X to ^ G1 2 T 12 G I R 6, O x o 41 a oLn (2)2X10 GIRDER 2X8 CJ @16"OC 11 2X8 CJ @16"OC 2X8 CJ @16"OC 'u MATCH EXIST. 0 � OVERHANGS c� vJ 8X8 COLUMN ' i Lo U ^G`� /r c1r) Cn p ° BATH j rr r N 2X6 STUD WALL Grj 6X6 ACQ ENTRY No. 2 /� BEDROOM No. 4 1/2"SHEATHING POST , SIDING PER OWNER ' w/UNDERLAYMENT I I I I II COMPOSITE RAILING AS SELECTED BY OWNERS ' _ 3/4"SUBFLOOR OVER W EXISTING 11-7/8"TJ1360 @16"OC E STUD WALL TO BE FRAMED �' ' 1 2X8 ACQ @16"OC OVER STEM WALL PLATE u DOUBLE UP JOISTS ADD LE GER BD UNDER NEW BAT (2)9 1/2 ML GIRDER : 2X6 ACQ SILL PLATE w/ U) (2)2X8 S NEEDED,FLASH EXISTING (3)11-7/8 ML ��6 SILL SEAL/TERMITE SHIELD ACQ 6X6 UNDER BEARING bti QI GIRDER ACQ EXISTING EXISTING WALL ABOVE STEEL TELEPOST POST q 16"X8"FTG •,•. °. I III=III=III I-III I II �' I=-_III— I—III—I. —III—_III=.III—lu-_III—III-=III—II --II—III--III--I 1--_I--III (2)#4 BARS n' _ 12"dia.CONC. P. o :'g EXISTING =1�=III=1�1=' PIER �,o =HI=III--III 2"SLAB �a I EXISTING c • 10"PC WALL ►,,.^•.d = =III='; -III=I. b� DAMPPROOF • i�— _ _ — 9e 8"PC DUTCH FOOTINGS TO BE INSTALLED —III=III= =III III==1I. o 2'X 2'X 1' OVER UNDISTURBED SOIL v =III=III-II =11 =1 -=1 -=ICI=III= - ► ' WALL CONIC. FTG. '•! d: 4"CONC.S B •° x 165X16 CONC.FTG •� a 16"X8"FTG nip••• (2)#5 REBAR 24"X12"FOOTING (3)#5 REBAR CROSS S ECTI Orel B A 9 SCALE: 1/4" = 1'-01' e a DRAWN: MH/MS j SCALE: `�} �• •� ., �;,�� fly "� JOB#: xA i 12/08/2025 SHEET NUMBER: A- 8 I _ 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 CRIPPLE STUD WALL STUD p • BOTTOM PLATE o RIDGE ° HEADER LEDGER BATH TUB DOUBLE JOIST SIDEWA�LL RAFTER JACK STUDS . 76 17LOOR 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 LOCATION USP NUMBER DESCRIPTION APPLICATION IRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / 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 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC O F--i WALL STUD THROUGH-ROOF EXHAUST mil, VENTS SELECTED AND ,FSJi METAL STRAP LOCATED BY CONTRACTOR W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS ' WALL SHEATHING � VENTILATION SILL PLATE(S) WOOD JOIST SIDEWALL FLASHING Z FOUNDATION TOP PLATE BLOCKING ' - - - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAfAND L IN ATTACHED TO WALL STUDS STU@48DS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A iAND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER 0 INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER h--1 SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH F-..{ ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF '/a INCH IN DIMENSION. tCONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION ^ AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 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 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS T20 21-1 a.. TYDOWN ANCHOR 14 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / g EACH RAFTER 8" 12" RAFTER R 8" x 20 CONNECT TO SOFFITED EAVE DETAIL - ,' , � � ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING , ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME F+-i EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING n SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT a O WOOD JOIST O P4 O TOP PLATE GIRDER/HEADER O W C7 SIDE WALL FLASHING WOOD JOIST a O 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, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES D PROVIDE HEMMED EDGES 50 RAFTERS U AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION N 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED U KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RIDGE VENT FOLDS ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. 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" 16 o. STRAP AND JACK STUDS CONFORM TO SLOPE / g CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHIOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SILL GASKET , � SUBFLOOR CD JOISTS CONC. SLAB NEOPRENE m d+ o TYP. CONC. FOUNIDATION n GASKET �1�� ' 2x6 /2x8 CONTINUOUS WOOD PLATE G +� DAMPPROOF EXTERIOR 6 MIL. POLY _ V X ^ .. U GRANULAR FILL r I BOLTED TO STEEL BEAM WITH o 'n � °J 6MIL POLY ON EX{TERIOR V ' ' , �� ' 1/2 " DIA. BOLTS 48" o.c. STAG. IM �+ ° u ° V STEEL COLUMN I ` ' O r x o A Q \ 4 ^ _ c. e \ ROOF JAC K \� � ' u n ' � V. Ud v `1 ` CONC. SLAB ' , \ STEEL BEAM z v rp ° A o �,,� �� ANCHOR BOLT EMBEDMENT: I I1 ��` � POURED CONCRETE: 7" 4" x 1 4" x 8" STEEL • COMPACT FILL •• ° I / � � 3 �. L:. a V 0 ,y Q ` 'D n BLOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING D V A ° 4 ° FLASHING AT �` WITH 1/2" x 6" ANCHOR BOLT U ,- Cr ° CONC. FTG. p Q`p c' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1 2" GROUT a, 1 0 A 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) �.` / N v v p REINFORCING BAR - I I 3" STEEL COLUMN o W DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 S1fORY 72" OC 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"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 ST(ORIES 36" OC STEEL / BOTTOM BEARING Emrq W ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL U O r SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM I GARAGE COMPACT FILL ' DOOR G — JOIST C~ � I USE 2X8 STEEL BEAM �✓ FOR BLOCKOUT ' 4" SLAB ' P.T. PLATE W/ 6X6 WMM I SLOPE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIRS ACE < <I ° ° WITH A NAILING PLATE IF NEEDED tf� AT END AND `O 1 `� ( ) ' v'ra ES OF WOOD °•° a °a ° AN STEEL BEAM TO1ALLOWFOR GSHRINKAGE d �=--q--=---c�--"--z BEAMS D D D. O 'a a '° GRADE a ,L='a ,A �— ,� _ ° �'_ �' _ D IL— II-III III�I ° a ° ° ° ° . _ _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. `�r - e 11 u' a =�i I 12' 4 4 Q e D O I I-11—III-f I e �'� �'o n', ° 'q*� NOTCH BEAM FOR MUD)SILL IF REQUIRED -- MAXIMUM - I ' o I li i l� SUB FLOOR .� . NOTCH EQUALS 1 4 DEPTH OF BEAM d REINFORCING BAR / _ . D i REINFORCING BAR v , -Il a �° e D �D OISTa"`* _DRAIN TILE TILE I� ►I �- d 12" e e° SHEET METAL / 30# FELT UNDER BEAM AT POINT IllLL ' L�'� �° �e ° I I P - STEEL BEAM ,• OF CONTACT WITH COPNCRETE OR CONC. BLOCK -iil_iTf�ill_iii-ITi'Im IT 3" PLATE (BOLTED TO BEAM) a � • TYPICAL CONC. MONOUITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM1 �. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM i y ' j1 � DRAWN: MH/MS GARAGE DOOR BLOCKOUT SCALE: BEAM POCKET JOB#: •r �! 12/08/2025 +► Q fr` , SHEET NUMBER: A- 1 0 I i REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER 4"DIA.MAXIMUM DECKLING DECKING EXTERIOR WALL DECK JOIST DECK JOIST 1/2"DIAMETER LAG SCREWS, z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2) 1/2 GALV. OR$.$. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH rn AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA,EXPANSION BOLTS, y '• JOIST FLUSH ON TOP • • .w EPDXY OR ADHESIVE(PER .e FLOOR F7MIN. MANUFACTURE INSTRUCTIONS) •D••' CONCRETE POST JOIST 1.5/8"MIN. w/WASHERS AND NUTS d•• PIER " 5"MAX. DECK JOISTS MIN. ••••D�.•• DECKING DECK/PORCH RAILING D��•;,e. p •e, ' e, °•' DECKING DECKING ••'�jo!� JOIST HANGER '.to &� DECKJOISTS •D••.0.e 2X ACQ LEDGER BOARD FOUNDATION WALL D •e.•,• A • Rp.PR NOTE: see�4.v.• �f pe • BLOCK FOUNDATION p e DECK JOIST DECK JOIST RAILING I`-1 FOUNDATION •p��•��e� TO BE FILLED WITH a•i JOIST HANGER POST WALL •,4 ` GROUT AT ANCHOR '•••p e • O 2X ACQ LEDGEP F-•-I 1�• LOCATIONS BOARD SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD Q� LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2"MIN8) DECKING 2"MIN. W THROUGH BOLTS ' s^MAX. • '• DECK JOIST o THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM F--•I 12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST CONCRETE Z IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL ® ® O ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX. 7-1/2"MIN.FOR 2X12 LAG SCREWS Z ® A A 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 4"MAX. O I-J2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND F••••I RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE LEDGERLOK SCREWS PIER H LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM Q BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: Y BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. z_ 1).Type I.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater m 36"MIN. than 2 inches.If the handrail Is not circular it shall have a perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETI-ER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH--BOLTS WITH WASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGbERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11.Handrails with a perimeter greater than 6-1/4 w inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a AILING distance of 3/4 inch measured vertically from the tallest STAIR R Q FLOOR JOISOLID STS •. DECK I I I JOISTS .♦ . •. DECK 7GIRDER portion of the profile and achieve a depth of at least 5/16 O Q JOIST I I JOIST inch within 7/8 inch below the widest portion of the I I profile.The required depth shall continue for at least 3/8 1-1/2'SPACEinch to a level that is not less than 1.3/4 inches below the MINIMUM THREADED ROD MAY BE 'THREADED ROD MAY BE O SLOPED UP TO 1:12 :SLOPED UP TO t:12 tallest portion of the profile.The minimum width of theMINIMUM 2 OJOIS handrail above the recess shall be 1.1/4 inches to aAWAY FROM THE HOUSE ATTATCHED TO JOIST .AWAY FROM THE HOUSELJOIST HANGER GIRDER WEB WITH(16)10d NAILS LJOIST HANGER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS V AND CLINCH radius of 0.01 inches. � � U C N V U BALUSTERS 10d THREADED NAIL OR#10 WOOD SCREWS, LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16°0� EQUALTA OR GREEDIN2ROWATER THAN LONG. STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TOW LL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END:SPLICES SHALL BE LOCATED ONLY OVER $HALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CD INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE co G p 10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS m c7 v ON <\ !� v OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN m m o 0 U •: X O • DECK I I STAIR TREAD �+ .• JOIST I I v I I RIM BOARD 0 ;, THREADED ROD MAY BE STRINGER v m MINIMUM 1-1/2"THICK FLOOR JOISTS SLOPED UP TO HE BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSE � U FILL BAY AND FIT SNUGLY LJOIST HANGER GIRDER JOIST U0 0o y -o N � w � GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST �"� V) GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL �J HAZARDS JOINT DESCRIPTION NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRINGER N JOIST TO: PER TOE Q16" C E MODERATE SLIGHT TO 11 NONE SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL 20 PSF 130 B SEVERE 3 FT. - (2)THRU- TO HEAVY MODERATE BRIDGING 2_gd COMMON EACH TOE BOLTS I TO JOIST END NAIL BLOCKING EACH TOE PB44 POST 4 I lD, t TO JOIST 2-8d COMMON END NAIL WOOD JOIST ANCHOR Pi a. s' O ER (/] BLOCKING TO: EACH TOE O ! 1). ALL FRAMING, CONSTRUCTION, COMPLIANCE TO BE PER=IRC, 2016 NYS UNIFORM SUPPLEMENT 16"TREAD 3-16d COMMO x SILL OR TOP PLATE BLOCK NAIL I •,..,,a � 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO EACH FACE GIRDER/HEADER ; . CONC.SLAB �,Q• TO BEAM JOIST NAIL �. (AS REQ.) • WOOD JOIST d••v JOIST ON LEDGER PER TOE "► ••' A 3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMON JOIST NAIL •p• '.'•• • 8"dia. • • .v DECK PIER BAND JOIST PER END •� ,° CONC. ;� PER PLAN 3-16d COMMO 3-0 L • •�+ •' 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. To JOIST JOIST NAIL d PIER `• ` BAND1015TT0: PER FLUSH JOISTS WITH HEADER/GIRDER "'4. v"c•• ��► �. 2-16dCOMMO TOENAIL '.6., •�•`•.• SILL OR TOP PLATE FOOT C r6' WUP 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH •••• d �C' THE PROPER STEEL CONNECTOR. ;Q ~ti�• k °¢ 6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. s s L DRAWN: MH/MS SCALE: JOB#: 12/08/2025 a� F,�Z. SHEET NUMBER: A- 1 I II f REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: E N ntm" RA L N OT E S ROOF FRAMING: 1). RIDGE-TO-RAFTER ASSEMBLY: 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 COMMONRAFTER 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE intent and framing details. 'They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL ( ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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, structural) 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) R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 18 01.7 P p Y Y UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a 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 (NO FINISHED CEILING) 2). The General Contractor, is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 30 OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets Current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8'THICK) 80 CEILINGS (PLASTER, STUCCO) L/36�0 These aides 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 ( ' 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 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES EXTERIOR WALLS (PLASTER, STUCCO) H/360 3 . Dimensions shall take precedent over scaled drawings. (R301.5) PER 20 SQ. IN. 20001bs (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 16d COMMON END NAIL PASSANGER VEHICLES 50 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) U6010 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 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 DESIGNED FOR EXPOSURE C O specific use expressed or implied in the use of these tans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) P P P P g PTOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 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 Q� 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE aJ INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE W 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE E"I or exceeds manufacture's specifications and applicable codes. Type 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 P PP 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 Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Z 8). Wind load requirementss shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS:F0UN DATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST BAND JOIST 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. , FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD O determine intended heights; of finished floor(s) above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ►-� 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION 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 - Q 3). Provide 1/2" expansion,joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls coccuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER. 4 - 8d COMMON JOIST NAIL 8). CONNECTIONSAROUNDEXTERIORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete wallss being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 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.C. 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: SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. . 8d COMMON 12" O.C. ( ) P Y anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride 3 - 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). p p g 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 COMMON JOIST NAIL CID 8x16 cast iron foundation vient for every 150 sq. ft. of area. Q DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES O 0 7). Dampproof exterior of)foundation with bituminous coating as required by current TO BEAM JOIST NAIL 3 N.Y.S. Residential Construction Code. A 6-milpolyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ►� O PP g BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL O 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 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 COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored .4 C O FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R SH EATH I 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Q� 3 x For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 'n U 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting g g NAIL NAIL Y pportin girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION N 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 U U below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d 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: NAIL SPACING NAIL SPACING AT INTERMEDIATE 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. MAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise,. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-TY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d CO)OLERS 7 O.C. EDGE o Bearingwall headers to have 2 jack studs and 2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 ( ) 1 ( g 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 ( ) j ( ) g WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES o U) openings between 41 and 60 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 � and blocking where applicable. Q'TY. SPACING O x o U. 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 Ts Z 5). All flush beams/headers to be installed with heavyduty alvinized hangers and 8d CO>MMO ) g g q � : Y g g PANELS WFCM - SBC be used. ° 00 anchors where applicable to all connecting joists. PLUMBING NOTES � � 3 U �. 7/16" OSB 3" O.C. EDGE s~ ° 6d CO)MMO � i 6). Double up floor joists ulnder 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 Floors to have ceramic tile! installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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. U-) u WALLBOARD 5d CO)OLERS on plans. 10" O.0 . FIELD N ° 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. o w 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 unles;s otherwise noted (typical). FLOOR SHEATHIING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, INAIL NAIL provide adequate bracing and plates to 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 romf rafters are to be supported by double rafters On either side P q g P P Y 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-Co2 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 FLOOR cn HVAC SYSTEM NOTES 8d c:oMMo 1 OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND. FLOOR) W 9). Provide blocking/bridgSing in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44°SILL-AFF F" under all bearingwalls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED V 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) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 0 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. needed. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE INOTES 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 10 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 heath E� using parallel rows of studs or staggered studs. CDX exterior sheathing gralde plywood. Plywood to cover over plates and headers. f~ 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 SOIL COMPACTION: on-center at the panEel edge. If wall sheathing � �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the plane) edge to obtain higher p 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 requirrements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed U members shall be doubled, orr alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces 97 '� (n over subfloor as per manufaicture s instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. x 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 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free passage of 13). All bathroom walls to (have 1/2 thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and groduds of combustion. p g ceilings and over furnace No 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 P to have regular 1/2" sheetro)ck. 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. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 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 R3144"�A torch down type material ower. and R315 of IRC. 1 16). All sill 71 plates and w000d in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G P / be installed With a foam Sill] gasket and Cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP DRAWN: MH MS' . SCALE: AND BASES.USE WITH FLASHING CAPS TO °. ► � ]2/08/2025 COVER TOP ��� JOB#: ►� 0 F•i + SHEET NUMBER: A- 12