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Home My WebLink About52808-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT .�a SOUTHOLD, N Y 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#: 52808 Date: 03/31/2026 Permission is hereby granted to: Deirdre M McGinty 205 Water St Brooklyn, NY 11201 To: to demolish an existing accessory garage and to construct additions and alterations(inclusive of an outdoor shower)to an existing single-family dwelling as applied for. Premises Located at: 30 Dogwood Lane Ext, East Marion, NY 11939 SCTM#37.4-5 Pursuant to application dated 02/19/2026 and approved by the Building Inspector. To expire on 03/30/2028. Contractors: Required Inspections: ......................................................................... Fees: Single Family Dwelling- Addition &Alteration $1,29750 CO-RESIDENTIAL $100.00 Total 97.50 Building Inspector 1 f TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o , r a k v orr-1 cznm_r pxui (6' Y-RO .....------ Date Received A ")PLICA T`10N ��G FOR BU111 For Office use only mu yymmII II' III i . m p Ij k a J tl " PERMIT NO. 529b Building Inspector-.. `0 6 EB ... � 9 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date. 0 Zt, t OWNER(S)OF P PER '# Name: a SCTM# .iJOO- DroieCt AdAresc x..+►.a.r ti rar +►.. V �Irw Phone#: Email: --A .. `7� # Mailing Address: i CONTACT PERSON: Name: P NO Mailing Address: PT q Phone#: 73 DESIGN PROFESSIONAL INFORMATION: Name l Mailing Address: Phone#: Email., CONTRACTOR INFORMATION: Name. Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure its ; teratioA - ❑Repair ❑Demolition Estimated Cost of Project: C]thar Will the lot be re-graded? "fie No Will excess fill be removed from premises? ,Yes CINo 1 ............. PROPERTY INFORMATION LEAsOng a ese of property: jil%.ftj%-g%.y fAM. let Intende-d Uen of nr marl► Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to iC 0 this property? E]Yes o IF YES, PROVIDE A COPY. Box The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by N(C hec'k After Reading. Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws..Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,,ordinances.,building code, housing code and reguiations and to admit authorized inspectors on premises and in buiiding(s)for necessary inspections.Faise,statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. .............. Application Submitted By(print ni mel., wpm thorized Agent [30wner Signature of Applicant: Date. STATE OF NEW YORK) SS cz� COUNTY OF being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, Nhe is the (C icer irtract, r, Sent,Corporate 0 xer,,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this nnp!ication;that a!!Staterneents contained in this application arto true to the best of his/her knowledge and heliet.anti -r r*1 �-. his/her- that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day oi 12021-P alrLA,ar ------ 7Notary Public L DWYER NOTARY PUBLIC,STATE OF'NtW YORK NO.01 DW6306900 —OUNW 0%!tLIFIED IN S(F FOLKC PROPERTYOWNIER AUTRGRIZATION COMMISSiON Pf.Pi1AES,,JUNE,30,, (Where the applicant is not the owner) residing at 140 do hereby authorize to apply on my behalf o the Town of Southold Building Department for approval as described herein. Owner's Jgna,t Date 0A1 Pri'n't Owner's Name 2 ....... .................... S.C.T.M. NO. DISTRICT: 1000 SECTION:37 BLOCK: 1 LOT(S):5 i MOH. U.P, PIN _ 0 tti 0 Ok O` ��o a FCC ;•. 0 PIo SOT try e 0 o f pIO OT R e o . ca cri t OT 141 s a WOOD RAIL FENCE REBAR\ \ 4t 174-SOI THE WATER SUPPLY, Yt£LLS�DRYN?EZLS AND CFSFPOtAt w \ LOCA77ONS SHOWN ARE FROM FIELD OBSERVA770PIS WOOD RAIL FEW-E AND OR DATA OBTAINED FROM OTHERS. 0 MON. ELEMARON DAnJAC ��j � AREA:15,8fi1.09 SQ.FT.or 0.36 ACRES s g 1028150 Lai uNAt1n{GtR2E13 ALTERAnON OR AD017tCW TO 7Nrs SURVEY tS A Vl4LA7700V OF SECnON 7209 OF 774E NEW YCIRJC sTAT£EtJUGAnLW LAN: C#'!Es OF THIS SURVEY MAP NOT BEARING THE LAND SURWnR S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 3E A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 77ME COMPANY,GOVERNMENTAL AGENCY AND LENDING INS177Un0N LISTED HEREON,AND TO 774E ASSIGNEES CF 7HE LENDING INSn7UnON,GUARANTEES ARE NOT TRANSFERABLE l„QT l 774E OFM7S OR DIMENSIONS SHOWN HEREIN FROM THE PROPERTY LINES TO THE STRUCn*'ES ARE FOR A SPEaRC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY UNES OR TO a4DE THE EWC77CNV OF FEN=ADOInONAL STRUCTURES OR AND 07HER IMPROVEMENTS EA&WN75 1 ANojaR St6SURFACE S7AVC'"MS RECORDED OR UNREC01WED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7NE PREMISES AT THE 77ME OF SURVEY SURVEY OFF P1O LOT 100&LOT 101 INCL. -�� CERTIFIED T0: DEIRDRE MCOIN MAP OR CARDINERS BAY ESTATES SECTION Ti'VO 3 EM114ENTABSTRACT,INC., FLED:SEPTEMBER 25 1927 No.275 \ 1NEST COR LAND TITLE INSUR� C COMPANY, \�� 126 °, CITIBANK,.NA.IS CA, SITUATE AT:EAST MARION Of TOWN OF:SOUTHOLD O SUFFOLK COUNTY, NEW YORK Ll WOY UJ'[0,PLLC PE _ e1 Survepinll and Design P.O.Box 153 Aquebogue.New York 11931 FILE#223-93 scALE:1"=2{l' DATE.DUNE 21,2023 PHONE(631)goe-16W FAX(631)2e6-15M REVISIONS: SITE DATA PROPERTY: 15,861.09 SF 0.36 ac ESTIMATED AREA OF 4,000 SF GROUND DISTURBANCE: N 150 31 ' 2 W EXISTING: AREA LOT COVERAGE: EXISTING FENCING SU X X ' OUNDING P HOUSE: 1,469.4 SF Lr' PLACE OF SILT FENCE FOR SEDIMEN PERTY TO BE USED IN 1•3.4' ^ SCREENED PORCH: 225.9 SF CONTROL BARRIER m r EAST PORCH: 138.7 SF -v VV.,, DETATCHED GARAGE: 339.4 SF / \EXIST. n n SHED: 103.3 SF - � \ rn SHED M -- _ 0 -n TOTAL: 2,276.7 SF 14.4% N - - -rl m i,� 1„ Z �• o / Z DEMOLISH: AREA LOT COVERAGE: �•- - -•-•-•-•-•-•-•-•-•-•-•---•-•- - ---•-•- - - - -•- - \ '^ O Fn r n 8.4' �' �' T /,/ \.\ M / m N T DETATCHED(GARAGE: -339.4 SF -2.1 % 12 EXISTING PATIO -m ° PROPOSED: AREA LOT COVERAGE: �• \ \ TO BE REMOVED AO c "-ALARGE ADDITION: 503.0 SF / \ 23•51, \ rn Q O DECK: 66.0 SF 0 LANDING: 15.7 SF ul 6.3' \ 1 3' / \ \ \ KrTi 0 TOTAL: 584.7 SF 3.7 / \ \ Z TJ E!1 BUILbING ENVELOPE 1 O Z (1 -0 rn COMBINED TOTAL: 2,522.0 SF 16.0% M a \ \ dEXISTING I -( METES AND BIOUNDS: SURVEYOR: SCTM: /�/ \�\ ^ ro SCREENED O � � / \ O 0 KEN WOYCHUK 1000-37-1-5 w DATE SURVEYED: ELEVATION REFRENCE: PORCH I W C I m JUNE 21,2023 NAVD1988 o l 1 `N EXISTING 2 ST N \ _ / M� so HOUSE %^ PROPERTY ZONE: FLOOD ZONE: El Elz D 1 PROPOSED I 21.11 ' 20.3' IO.D.iHOWER - - - - -w El °N I GIFA CALCULATIONS � _<� ILa5 I / I 12'21 LOCATION: AREA: 12.2' 21.5' / � PROPERTY: 15,861.09 SF � 2ND. FLOOR ABOVE O WEST ELEVATION (vVITH ADDITIONS) / GFA PERMITTED: 2,832.6 SF SF 0 / I 2ND. FLOOR ABOVE (2100 SF+12.5%+10,000 SF) 1'SCALE: 1/8" = -0" 8X4 o Z WITH ADDITIONS) I-•� DW EXISTING: Q \ r \ Iz 1ST. FLOOR: 1,469.4 SF H L_ N m 2ND.FLOOR: 607.5 SF z \ W ' I O TOTAL: 2,076.9 SF PROPOSED PROPOSED: 0 W Z 43.2' EXISTING 2 ST I �'- GARAGE J � p ' o HOUSE d 4, = EX. PORCH II 1�GARAOGE: 1503.0 SP m m 21.0'\ I I C6NCRETE I 2ND.FLOOR: 851.11 SF ro � 43.2 k 0 / EXISTING STEP TO ' ' " WASHOUT BE REMOVED. INSTALL I ^ ^ ^ IV I TOTAL: 2,823.5 SF NEW STEP, CENTER �` �\ ALTER WALKWAY WITH "^ >1 >- "" >- EXISTING GARAGE az ON ENTRY DOOR STEP CHANGE (VIF) W `" O I " ;I" TO BE DEMOLISHED O V I X STORM WATER MANAGEMENT DETAILS a W �A,>' �' -�,�v"�-�,�'q,' A,, z o 1 n in" in" to Ian t O Q < I , i 100%RUNOFF AT DRYWELL DRYWELL ' ^° ^ ^° ^V LOCATION: DRIVEWAY TO BE RE-PAVED LOCATION: SF AREA: " >" ^I> "^ >" "^ >" 4 >' " AND ADJUSTED FOR NEW 2 RAIN PER HOUR PROVIDE: CAPACITY: z 1n I . 1 OO Z TOTAL,2ND.FL. 169 CF ea. \ " 4 n" I AND PORCH ROOF 1,790 SF 299 CF (2) 8'dia.,4 deep 338 CF TOTAL � >. ► "" >- >- "" >. V 1 >.v n > GARAGE ENTRANCE Ce W ' TOPSOIL �^ H Z I LOCATION "A � � A > � > "� � > J X � 4. OGEE GUTTER-STANDARD 5" , ! A W Z LU t^V t1^ l^v ' ^• ' i t^ NOTES: • ; � ' �_ ^ >� "^ >1 "^�^,' �' " J,, V �v I 1).EXECUTION: " 2 to y "y ^ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. W (L n >! ^ , ^ ' V ^ > ., Al1 > W.•� e ,,n 1 e',n v ,,n ,I n 1 n v 2).PREPARATION: V 0 ' �NVE�OPIE T A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. W D1N�j G'V > r ^ > "^ > "" > ""L> v / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR l J �� gIJ�L l ^I % % I, I"^ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. ��. / / >• >. a` "A l X ON C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR 1n M METALS WITH PROTECTIVE BACKING PAINT. X a ^v I W 3.INSTALLA7ION: W IA ,• n , VA , �y A � A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I ^ 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 4V OF RUN. >• • >- 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. > " "^ a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Or-A ACCESSORIES. EXISTING B),ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT cn CONNECTORS. 'IMPERVIOU cnn 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 01 t\ U CONNECTION WATERTIGHT. DRIVEWAY X u DRY WELLS TO BE 10' MIN. 4).PROTECTION: 'COO A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT, '/ ^ ^ ' ^ ' X Q e•i `� p AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL n k (�O) COMPLETION. X >. Ft Y Y VA v F C C O � r-1 \ n ,' n ,• "n ,• V .o pNS. RI'T10 � U n A 70. o , ', "y >° w ° �� X Y Co X RROVNpxN NCE FOR n ^ nl G sU 11-T FE ^ ' ° X1STING F ,r1 PLACE OL gPR 1E w BE VSEp ENT CONTR >^ ^ >^ "^ > ^ >^ ^ > OQ sEp1M H x X ^ "° ^ U ^ n n n n >• n n 3 r a�S 'an 'tn ^',n to I^� 'tn '�n '�^ >• a n ,• n ,� n > n >� n >• n > n ,• N A IA IA > ^ > ^ > ^ ^ IA IA IA V >, n >,00 cn 0 �t v".I 4 rC)\)V 1)0 "A > ah• Y 1 ell iA A DRAWN: MH/MS PROPOSED SITE PLAN µ JOB#: SCALE: 1" = 10'-0" 2/12/2026 SHEET NUMBER: S- 1 REVISIONS: Ti . - — - O — 1 1 -ly 1 1 1 1 1 1 11, 1 JTW I I I I I I I F'l - - ----- 1� . ILI , -ill [U I I LJI LID - I0 Q -- - . - -ETQ PROPOSED EAST ELEVATION SCALE: 1/4" = V-0" 0 ¢ o z W � o Z M W O N n 7 V S a V >< o "t ° r . � U � U � ', Li W W U Cf� N u � EXISTING EAST ELEVATION SCALE: 1/4" = V-0" x fc, �• "s F C b DRAWN" MH/MS SCALE: JOB#: AA '1 2/12/2026 A SHEET NUMBER: X- A- 1 REVISIONS: IIIII Hill I I I I I i I I -Yi - -11 114iffa -l- -- N _ I A i Q i O 7oo�� - �r—ins--�nr—� Q PROPOSED NORTH ELEVATION Q SCALE: 1/4" = V-0" � w O ¢ ° � a � Q � o - W `4 o L7 Q Z M W O Nv M 4 � O m M N V V � a 4 N WILL] v W W ¢ V O EXISTING NORTH ELEVATION _ SCALE: 1/4„ - 1 -0" H 9p�(.ta �•-� � R��l�t ICY DRAWN: MH/MS SCALE: JOB#: AA ' F 2/12/2026 SHEET NUMBER: A-2 REVISIONS: M�--1 u J oa _ F-1 F-1 VY-PT�- I - --- I Lj w l O Q 7FT17�4� Y l 7 �r��000�uoou PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" ct � W xa � A � � o ^ W W o A � Z o ct W 0 co 4 o mLo n k Pa p, c� O rn U 7 +� I v[z tl7 � v N � w3 a H u O N EXISTING WEST ELEVATION V SCALE: 1/4" = 1'-0" t 10 q, DRAWN: MH/MS SCALE: I loll JOB#: 2/12/2026 SHEET NUMBER: A- 3 REVISIONS: F---I 1 - 0 - - Q PROPOSED SOUTH ELEVATIION SCALE: 1/4" = V-0" w 0 ¢ � x a 3 Q � o Zo 03 M 03 W O v ai x � � :�• aLv � 5 P14, v LnU `l' +, c, ns v N � W G &Xwq�F-1 F1 U O 4 � W N EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" 4 � DRAWN: MH/MS e� SCALE: Cj + JOB#: '��- 2/12/2026 SHEET NUMBER: A-4 REVISIONS: O W �n 15'-8" N EX. PRIMARY Z BEDROOM O 8'-0"CLG.HT. EXISTING EX. SCREENED PORCH EXISTING SUN ROOM n� 7'-9"CLG.HT. CRAWL SPACE h� CONCRETE SLAB OPEN JOISTS ROOF 225.9 SF , , EX. BATH 5 CLG.HT. i EXi WALK-IN O EX. HALL 8'-0"CLG.HT. LOSET ° e Q � "STEP DOWN 8"iCMU WALL T/1 8"X16"FTG EX PANTR W O + = 3'-0' ' 2'-6' O Q 0 � AW EX. BATH ATTIC EY. HALL OO Z 7'•-5 z LG.HT. in EX. BEDROOM m W a No 2 EX:KITCHEN z T•s ^CLG.HT. N N EXISTING O 7 s s CLG.Hr. �X. LNDRY. X W CRAWL SPACE M W EX. BEDROOM W W EX. BEDROOM Z o. No. 3 7'-6 CLG.HT. D ' T.6"CLG.HT. 1T-3" 2'-10" 5'3" 1-1 13'-10" , -------------------------- --------------------------- 21'-$" EX,(3)2X8 GIRDER EX.(3)2X8 GIRDER EXISTING CRAWL SPACE ^n Z GEN , W FLUSH n ELECT o _ ____ EX. LIVING ROOM HEARTH EXISTING BASEMENT o EXISTING ,`-' +, 2'-6,h" T-sh"CLG.HT. X X CRAWL SPACE N W ATTIC EX. DINING ROOM W W m �c4s aj o Li 7'-5h"CLG.HT. m F LN U GJ >� II it o v COVERED PORCH EX.CONC.SLAB w/WMM Ft---------------------- ---- ---------------- - -------------------- - ----- ----------------- --------------------- EX.8X16 rG CMU(fYP) F71 Lf i U . . M N � wv 3 EXISTING 2ND. FLOOR PLAN EXISTING 1ST. FLOOR PLAN EXISTING FOUNDATION PLAN SCALE: 3/16" = V-0" SCALE: 3/16" = V-0" SCALE: 3/16" = V-0" y�, w u 0 IM a � f4L a ��""�$ DRAWN: MH/MS SCALE: JOB#: 2/12/2026 SHEET NUMBER: A-5 REVISIONS: 1 1 1 1 EXISTING EXISTING SCREEN PORCH CRAWL SPACE w i Z1 I 1 r^ 9'-1 r/211 0 INSTALL DRAIN AT SHOWER CONNECT TO 4"ADS PIPE �{ CONNECTTO FLOWELL 1 1 DRYWELL(TYPICAL) ; M G - — . ,.,-,— -0- 70 SOLID BLOCKING � I ' •' 1 r ' " ' ' � I 2 2X8 w/1/2"STEEL FLUSH UNDER POST A_BOVE _ _ _ 1 1, . �)- — — (— UNDER POST I' 1 r Q •SIMPSON• ABOVE _10r 3'_3" PB44 BASE• OUTDOOR SHOWER FOUNDATION `�? (VIF) I 6"BELOW GRADE POURED CONCRETE (2)2X8(UNDER POST ABOVE) SOLID BLOCKING -Na' I '• I REINFORCE w/6X6 10/10 WMM UNDER POST I �' I INSTALL POST BASES AT TIME OF POUR ABOVE p d • p • d • d • 0 p d p• d • p ' CN +I N @12"OC ° W W EXISTING �P) I i z CRAWL SPACE UN ER POST ABO E UNDER POST ABOVE! D O a r I I 1 1 O 1 I 1 I 1 ' • ' VL � -------------------ccl--= -_______________'-___________ ' +1 'J O ----------- --- - EX. (3)2X8 GIRDER ' ' EX. (3)2X8,GIRDER •_ ----- N EXISTING Q CRAWL SPACE Z o C3 REPLACE EXISTING COLUMN WITH MINIMUM 3X10X1/4 TUBE STEEL PROPOSED GARAGE o M W Z COLUMN CONTINUOUS.ADD NEW LALLY COLUMN NEXT TO STEEL GEN D j COLUMN.NEW FOOTING TO BE 48"X36"X12"FOOTING,REINFORCED x w/(3)#5 BAR(LONG), (4)#5 BAR(SHORT).GC TO VERIFY SUPPORT LL' WITH ARCHITECT PRIOR TO CONSTRUCTION. ELECT CUTBACK FIREPLACE N ; ; N EXISTING 00 Co CRAWL SPACE s x N = X EXISTING BASEMENT W 0. W o REMOVE EX.VENT r - D CD CLOSE OFF OPENING �. IEB 4#5 R ,� y O to C, - VERIFY EXISTING FOOTINGS/WALL ; @12 OC ; ° ; o FOR NEW COLUMN LOCATIONS �P) r- p• V I I o I O N X }. EXPOSE SUPPORT UNDER PROPOSED ; v ; r — n r — n LOCATIONS AND REVIEW WITH r — n r —'� I I I I ARCHITECT I I I ;I a ; p a) 0�0 1 I I � . L — J L — J L — J L —1J , L _________ _______________________-___________-__-- O I 4 O v D ' Xr • v F --------------------------------------------------------------- - . . r, U M 12'-9'/2" 11'-1 l r/z" 1 T-1" 2'-33/a" 16'-4" 21-33/a° N 20'111 r/2" 70, I I I I 1 1 I 1 I 1 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION PLAN PRIOR TO 9. PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/1 1'-0"OF CORNERS, � ' u COMMENCEMENT OF ALL WORK AND SITE CLEARING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A W 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY DESCREPENCIES,QUESTIONS, MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO O S N PROJECT NORTH CHANGE OF MATERIALS,DESIGN CHANGES,etc PRIOR TO MAKING ALTERATIONS. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DO NOT SCALE PLANS,VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. 8.VERIFY EXISTING PORCH FOUNDATION FOOTINGS.EXISTING POSTS TO BE REMOVED AND 3.PRIOR TO COMMENCEMENT OF WORK,GENERAL CONTRACTOR SHALL REPLACED AS NOTED ON 1ST. FLOOR PLAN. E INSPECT EXISTING SITE CONDITIONS RELATED TO THE PROJECT.EXISTING STRUCTURES 9. NEW POSTS FROM ABOVE TO BE SUPPORTED WITH SOLID BLOCKING. FILL VOID,BETWEEN N ON THE PROPERTY TO BE DEMOLISHED AND DRIVEWAY TO BE REPLACED.VERIFY LOCATIONS JOISTS,AT POST/COLUMN LOCATIONS WHERE NEEDED. FOR UNDERGROUND UTILITIES TO DETERMINE IF TEMPORARY CONNECTIONS,REPLACEMENT, 10.EVALUATE MECHANICALS,SUPPLY AND RETURN VENTS WITH INSTALLER AND WITH QI OR CONCERNS SHOUOLD BE ADDRESSED.NOTIFY OWNERS AND ARCHITECT WITH ANY ARCHITECT AND OWNERS FOR EXISTING AND ADDITION. CONCERNS OR QUESTIONS.SEE COMMENTS OIN SECTIONS FOR BUILDING UP GRADE AROUND 11.INSTALL COMBINATION SMOKE AND CO DETECTORS TO TIE IN WITH EXISTING HOUSE WITH GRADUAL SLOPE AWAY. THROUGHOUT HOUSE. REPLACE EXISTING AS NECESSARY TO CODE.ALL NEW U PROPOSED FOUNDATION PLAN 4.REVIEW EXISTING STRUCTURAL CONDITIONS AND PROPOSED STRUCTURE AND REVIEW WITH DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. SCALE: 1/4" — V-0" ARCHITECT FOR COMMENTS AND QUESTIONS PRIOR TO CONSTRUCTION. 5.NEW FOUNDATION TO TIE INTO EXISTING(TYPICAL).PERIMETER WALL TO BE 8"THICK.EXTEND NEW WALL 16"PAST EXISTING FOUNDATION.TIE NEW FOUNDATION INTO Q EXISTING WITH#5 REBAR AS NOTED ON PLANS. 6.NEW FOUNDATION WALLS TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE(2)#5 CONTINUOUS RE-BAR.FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMUM 3000#CAPACITY)MINIMUM 3'BEL(OW FINAL GRADE. _ 7.INSTALL 2X6 ACQ SILL PLATE OVER FOUNDATION WALLS.SILL PLATES TO BE INSTALLED OVER a *• COP-R-TEX TERMITE SHIELD AND SILL SEAL. �•,�4y� ""�S Via• • DRAWN: MH/MS s a SCALE: wry JOB#: 2/12/2026 f SHEET NUMBER: A-6 REVISIONS: ------ LAIE 1 1 1 1 1 1 REPLACE o ; EXISTING WINDOW w 55" TV 2'.0+/8' 1/1112111111111111"llilliAll 111 B OSLw o / N %6 o _ 00� a0� •a •• PRIMARY BEDROOM [H] El ALTERED e e e m If O H EX. SCREENED PORCH [--+ 2'-4" PROPOSED LIVING ROOM BUILT-IN 1 , v w 6'-0" 1 '-4 N 3'-6'/2" lo r — — — — — — — — — � � 11 BATH I® 1 Q No. 1 20'al11/2" I1 2 6 3'-6" 1 T-5'/211 _ 11 — -D_— — — 2'-6" 8'-101/2" O r LAU , Y\ o I ( 2Xi0iNDR 4'-0" PARR �. I I W I I En I N �o W REPLACE __, 72"X 42" HALL 1- 3/4 'I•gy4" 3 = Lu O SHOWER I I I I IM m w V N -� .3 ; -i�L. 2 1"STEEL S BEAM - - - cn x u1 w m OUTSIDE ^ L w-2)1/ °ST L BEAM) v =N SHOWE CHANGING H 3.5X71.8e 3.5X3. 1.8e AREA �? r — — — — — — — — — — — —R— — PARALLAM °- PARA LAM COLUMN \ I O COLUMN M BENCH/HOOKS �p 36" vv Cn _ N 2'-211 1131_511 3'-0' 1 KITCHEN BIRTH N M 2X10 HDR o ALTERED 21"4 Nb. 2 `� BEDROOM 1No 2 ` 424'dPANTRY I 8' I I1 11 ALTERED = 4-] O I -1 4-4'/2 7-01/2 O PAD OUT EXISTING u O I I I 2X4 WALL 2"(2X6) O _ r? 3'0" INSULATE TO R30 DIV I I I HALF \ LL I I I ----------_ u1 m X 4 O Q--r-- BATH II 11 N N N C a ✓� I � v HSS 8X3X1/4 1'3 4X7-1 4 M—L5 1"STEEL'FLUSH BEAM( 1OX30 STEEL BE MLF -� , HSS 8X3X1/4 Q TUBE STEEL —_ —_ _ _--_ —_ _ _ —_ _ _ _ _ _ _ _— COLUMN I ' ,4 i i i 1 WINE i t Q I I Q EXISTING FIREPLACE, TUBE STEEL COLUMN F�I-1 O w ----' w w HEARTfH,AND CHIMNEY �" m I m I I IFISS X3N1/4 --- ---- C°' '°' TO BE DEMOLISHED 4 1-3/4X11-7/8 ML w/(3 1"STEEL UPSET BEAM ALT:W10X60 STEE BEAM r h1 Q ��. J I 1.3 I I COLUMN ?I I J r T — C) Q �, 1L LL I I I -------- J� , J L — I HSS8X3X1/4 It O W L' DINING ROOM 'Lu -- ------ Lu Lu TUBE STEEL COLUMN N -�-_-- vI LIVING ROOM I N I I = v N 3 Q 3 3 11 I r — I PAD OUT EXISTINGPOPOSEINSTALL 5/8" YD GARAGEZD ® ® L _ 2X4 WALL 2 (2X6) p SHEETROCK ON WALLS AND CEILNG PE-X FIRE RATED SUDERDORMER r — — (UNDER DORMER) INSULATE TO R30 / M L- I I (2) 1-3/4X7-1/4-1/4 ML w/5/8"STEEL in I I I 3.5 1.8e 3.5 1.8e I I I I I �13.5X5.25 1.8e 3.5X5.25 1.8e I � NIEW BUILT-IN i u M PARAL M P RALLAM "' I I I "' PARALLAM PARALLAM 'PROPOSE ALLOWANCE ; co N COLD OLUMN I I I I (2)2 w/1/4"S L HDR COLUMN COLUMN (SEEE ELEVATION) J m c 4, C- L - - - - - - - - - -� = = - - - - - - - - - - -� = m ,�1-3/4X7-1/4 ML w/1"STEEL FLUSH BEAM RELOCATE (2)1-3/4X7-1/4 ML w/1"STEEL FLUSH BEAM i r+ v ALT: 2 14"ML UPSET BEAM 2'-0"x 6'-9" 2'-0"x 6'-9" ALT: 2 14"ML UPSET BEAM ' m N o ';5 ( ( ) ) NEW SIDELIGHT NEW SIDELIGHT ( ( ) ) I :� 1 1 1 X ^• u 1 ry., 1OX10 COLUMN COVERED PORCH 10X10 COLUMN 10X10 CO UMNI o m M o d w/6X6 ACQ POST w/6X6 ACQ POST w/6X6 ACQ POSt, , s 3-1/2X5-1/41.8e 3-1/2X�-1/41.8e O. u - 3-1/2X11-7/8 LEV.2 WOLMANIZED PARALLAM GIRDER &3-1/2XII-7/8 LEV.2 WOLMANIZED PARALLAM 3-1/2X11-7/8 LEV.2 WOLMANIZED PARALLAM GIIRDER O ;- ` xo 1OX10 COLUMN - — - — - — - — - — . — . � . � . � . � . � . . . . . . . . _� . . . . . . — . PARALLAM PARALLAM------------------------------ __ w/6X6 ACQ POST •--• ------------------------------------ --------g - COL Iv1N w x -- (2)1-3/4X11-7/8 ML w/3/4"STEEL HEADER CO MN EXISTING GIRDER AND ' „ ' 16'-0 COLUMNS TO BE REMOVED AND REPLAICED 40 4 " " 12'-9Y211 10'-53/4" 10'-53/4" ft U m 1 .f 00 v 43'-2" 20 11'/2" `"01 ri1 3 1 1 II � II PROPOSED 1ST. FLOOR PLAN SCALE: 1/4" = V-0" 1.GENERAL CONTRACTOR TO REQUEST/VERIFY LASTEST 10.NEW INTERIOR DOORS AND HARDWARE TO MATCH EXISTING.CONFIRM WITH V CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF OWNERS PRIOR TO ORDERING STYLE AND TYPE AND IF ALL EXISTING TO BE O W ALL WORK AND DEMOLITION. REPLACED. 2.GENERAL CONTRACTOR TO NOTIFY'ARCHITECT FOR ANY 11.INTERIOR DOOR AND WINDOW TRIM,BASE MOLDING,CROWN, S N PROJECT NORTH DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN WAINSCOTTING/PANELING AS SELECTED BY OWNERS,VERIFY IF REPLACING CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, ALL TRIM THROUGHOUT WITH OWNERS. o� E VERIFY ANY DIMENSION OR MATERIALS WITH ARCHITECT FOR 12.INTERIOR WALLS TO BE SHEETROCKED,TAPED,SPACKLED(2 COATS),AND CLARIFICATION AS NEEDED. SANDED.WALLS AND CEILINGS TO BE PRIMED AND PAINTED.OWNER TO 3.NEW AND EXISTING EXTERIOR WALLS TO MATCH EXISTING(—7-6"). PICK COLORS AND FINISHED INCLUDING TRIM AND DOORWAYS(TYPICAL). 4.ALL POSTS FOR NEW STRUCTURE TOI INSTALL OVER FLUSH BEAMS,GIRDER, 13.INCLUDE OPTION FOR 16X16 NICHES FOR SHOWER NICHES.CONFIRM SIZES COLUMN w/SOLID BLOCKING OR DIRECT CONNECTION TO POST,etc. WITH OWNERS PRIOR TO BUILDING. BATH FIXTURES TO BE SUPPLIED BY WALL LEGEND 5.REPAIR/REPLACE DEFECTIVE STRUCTURAL MATERIALS AS NECESSARY OWNER AND INSTALLED BY GC.INSTALL BLOCKING BETWEEN STUDS IN DURING CONSTRUCTION. DESIGNATD LOCATIONS. � ' - - 14.INSTALL COMBINATION SMOKE AND CO DETECTORS TO TIE IN WITH EXISTING ______________, WALL TO BE REMOVED 6.HOUSE-NEW GARAGE WALL TO BE IFRAMED INTO GARAGE 2"(5-1/2"TOTAL) PAD OUT OR SISTER 2X6 STUDS,DF#2 STUDS AT 16"O.C.WALL TO BE INSULATED THROUGHOUT HOUSE.REPLACE EXISTING AS NECESSARY TO CODE.ALL NEW x� TO R30 PER R402.1.3 NYS RESIDENTIAL CODE. DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. EXISTING WALL 7.EXTERIOR SHEATHING TO BE 1/2"MINIMUM.REPAIR/REPLACE ANY DEFECTIVE 15.NEW INSULATION FOR WALLS,CEILING,FLOORS, EXTERIOR OPENINGS, ETC.TO I MATERIAL.REMOVE EXISTING SIDING AND UNDERLAYMENT.INSTALL NEW MEET CURRENT NYS ENERGY CODE.***FLASH AND BATT WALLS AND ROOF NEW WALL VINYL SHINGLES AS SELECTED BY OWNERS WITH HENRY BLUESKIN WHERE APPLICABLE.SHOULD GC USE FIBERGLASS OR ROCKWOOL INSULATION, ;. r+ � ;� UNDERLAYMENT. AIR-SEAL FOR BLOWER DOOR TESTING SHOULD TOWN REQUIRE(VIF). NOTE: 8.NEW EXTERIOR OPENINGS TO BE ANIDERSEN 400 SERIES LOW-E4 HIGH 16.PROVIDE PRICE TO REPLACE ELECTRICAL FIXTURES,OUTLETS,SWITCHES, i DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL PERFORMANCE DUAL PANE UNITS"*WITH HEATLOCK COATING***TO MEET NEW LIGHTING,etc.RELATED TO PROPOSED AREAS OF ALTERATIONS AND ))``? w � -"�;g�� [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6= 6"] CURRENT ENERGY CODE. REVIEW PLANS FOR HANDING,VENTING,etc AND ADDITION.OWNERS TO DO WALK THROUGH WITH ELECTRICIAN AFTER 6� CONFIRM WITH OWNER PRIOR TO(ORDERING.PROVIDE SCREENS AND COMPLETION OF FRAMING AND CONFIRMED PRIOR TO INSULATING WALLS. DIMENSIONS OF NEW WALLS ARE FROM STUDS HARDWARE. HARDWARE STYLE AND,COLOR AS SELECTED BY OWNERS. [EXT./INT.:2X4= 3-1/2",2X6 = 5-1/2"] 9.ALL EXTERIOR NEW OPENINGS TO BE PROVIDED WITH DEBRI-PROTECTION 1A PANELS WITH NECESSARY HARDWARE,MARKED FOR SPECIFIC LOCATIONS. DRAWN: MH/MS X26�.•�' e` SCALE: vs, �.� p- T� r'' JOB#: 2/12/2026 SHEET NUMBER: A- 7 REVISIONS: 1 I I 0 M--I W i r I 1 O 5'-8" 5'-8" 8'-10'/211 61-tit 11'-6'/211 20'-11/z" T-0" ~ T-2" 01 T2X6 WALL REPLACE EXISTING WINDOW 2X6 WALL T-3" 13'-6" 3'-11�/2" TW2636-2 MINIMUM(2)2X6 HEADER TW2632 TW2636.2 b (2)2X6 HEADER � tl PAD OUT WALL TO MATCH NEW WALL " I I I I I PAD O T WALL TO MATCH N I I I JQl 1 1 g I pU1EEN I�c�e II ® I I 54"I I I 'N N AN31 V 4s AN31 V N I i l !,1"] Ln BATH M t4'-t M2" 5 I `^ [t MIN.21' I `t I 2 2X6 HDR 36"x 60, (2)2X6 HDR I NO, 3 I I CLEARANd� I I EN. BEDROO No. 3 1 L _ JYIFl I SHOWE 11I ALTERED 2'-4" 1 7 WALL HE T 5r_ 11 I 4'-7" 5' '/zrl 15'-6'/z" 6-7 o W _ N rl L -' - - = I I 1 pll 011 =N I - - N_ I 1 � STORAGE � 0o M J L -- ----- — , I co .do 1 ao CATHEDRAL N � Z EX. BEDROOM Mo. 400 -�---- I I O v ALTERED 6'-1011 I N 1 t'-11" 8'-5'/2° O 1 ® O O II -------- I O - ----- ------ -----------• -- ---- ------------------- ^� - - - - - - - - - - - - - 1- -n.-- �� O Z - - - - i p 1 -- -- -- I I m p � j O W O w Z 4'-Q" 1 I I NIL---- -------- -----Ii ------- M _ cxv� ----------' f LL---- BUILT IN I ------ - 1 �I SOLID CORE DOOR w/ _ _ _- I I C) a V SOLID CORE DOOR Nb 8-4/212'-31/ — — _k _WEATJ�EBSTRIPJ?IIWC_ — — — L — — — — — -- — — — — — — — — —�A ED-0OOR S }EEPp-JI 11EX COHIM _ _ _ _ _ _ ♦ N — — — — — — — — — — ¢— ftNB DOCjR SWEEP— — -------- - — — — — — — — — I 11 CHIMNEY / \ �o 6'-01/4" 61-211 1 1 CLOSE OFF /� I j. ------ (OPENING \ in L 1, ' I1 ( (2) 7 1/4 ML HDR 3)5-1/2 ML HDR 1 1 ATTIC \. EGRESS 1♦, T-6"PLT.HT. ATTIC T-6"PLT.HT. EGRESS I 1 �CW135--3 LSR� .0 �, W135--3 LSR%� C I I � ♦ i,,) o I r _ v M NEW ROOF PLATE TOM ETCH EXISTING(VIF) ' uj N a V Lu o I O a X N O X O 11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N I w V L L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (2)2X� HDR ." A21 ra u n 14'-0" EQ. CENTER ON ENTRY DOOR EQ. 3 10-5/a Ln V cri 10'-5/4' 3 " �p 1 ol N v 9'-0" 6'-1 Orl ± 20'-1 1'/z" W 2'-63/4"± r 9''0" 1 I II W PROPOSED 2ND. FLOOR PLAN u SCALE: 1/4" = ��-0" 1.GENERAL CONTRACTOR TO REQUEST/VERIFY LASTEST 10.ALL EXTERIOR NEW OPENINGS TO BE PROVIDED WITH DEBRI-PROTECTION O CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF PANELS WITH NECESSARY HARDWARE,MARKED FOR SPECIFIC LOCATIONS. ALL WORK AND DEMOLITION. 11.NEW INTERIOR DOORS AND HARDWARE TO MATCH EXISTING.CONFIRM WITH W r� 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY OWNERS PRIOR TO ORDERING STYLE AND TYPE AND IF ALL EXISTING TO BE S N PROJECT NORTH CHANGES, etc S,QUESTIONS,CHANGE RA MATERIALS,DESIGN REPLACED. N CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, 12.INTERIOR DOOR AND WINDOW TRIM,BASE MOLDING,CROWN, � VERIFY ANY DIMENSION OR MATERIALS WITH ARCHITECT FOR WAINSCOTTING/PANELING AS SELECTED BY OWNERS,VERIFY IF REPLACING E CLARIFICATION AS NEEDED.. ALL TRIM THROUGHOUT WITH OWNERS. 3.NEW ADDITION FINISHED FLOOR TO MATCH EXISTING.ADJUST FLOOR 13.INTERIOR WALLS TO BE SHEETROCKED,TAPED,SPACKLED(2 COATS),AND HEIGHT AT ADDITION AS NECESSARY. SANDED.WALLS AND CEILINGS TO BE PRIMED AND PAINTED.OWNER TO 4.NEW AND EXISTING EXTERIOR WALLS TO MATCH (MIN.T-6"TO CODE). PICK COLORS AND FINISHED INCLUDING TRIM AND DOORWAYS(TYPICAL). (n WALL LEGEND 5.ALL POSTS FOR NEW STRUCTURE TO INSTALL OVER FLUSH BEAMS,GIRDER, 14.INCLUDE OPTION FOR 16X16 NICHES FOR SHOWER NICHES.CONFIRM SIZES x COLUMN w/SOLID BLOCKING OR DIRECT CONNECTION TO POST,etc. WITH OWNERS PRIOR TO BUILDING.BATH FIXTURES TO BE SUPPLIED BY --------------+ 6 NEW SUBFLOOR TO BE 3/4"'T&G ADVANTECH.INSTALL WITH OWNER AND INSTALLED BY GC.INSTALL BLOCKING BETWEEN STUDS IN d --------------, WALL TO BE REMOVED DESIGNATD LOCATIONS. RING SHANK OR SCREW SWANK NAILS AND SUBFLOOR ADHESIVE PER MANUFACTURE'S INSTRUC71ONS.VERIFT EXISTING SUBFLOOR IN FIELD. 15.INSTALL COMBINATION SMOKE AND CO DETECTORS TO TIE IN WITH EXISTING EXISTING WALL 7.EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. THROUGHOUT HOUSE.REPLACE EXISTING AS NECESSARY TO CODE.ALL NEW PAD OUT EXISTING EXTERIOR AND CONNECTING WALLS TO MATCH. DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. 16.NEW INSULATION FOR WALLS,CEILING,FLOORS,EXTERIOR OPENINGS,ETC.TO NEW WALL 8.EXTERIOR SHEATHING TO�E 1/2' MINIMUM.REPAIR/REPLACE ANY DEFECTIVEf MATERIAL.REMOVE EXISTING SIDING AND UNDERLAYMENT.INSTALL NEW MEET CURRENT NYS ENERGY CODE.***FLASH AND BATT WALLS AND ROOF WHERE APPLICABLE.SHOULD GC USE FIBERGLASS OR ROCKWOOL INSULATION, VINYL SHINGLES AS SELECTED BY OWNERS WITH HENRY BLUESKIN AIR-SEAL FOR BLOWER DOOR TESTING SHOULD TOWN REQUIRE(VIF). NOTE: UNDERLAYMENT. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL ? . [INT.:2X4=4.1/2",2X6 = 6-1/2",EXT.:2X4 =4-",2X6 =6"] 9.NEW EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES LOW-E4 HIGH 17.PROVIDE PRICE TO REPLACE ELECTRICAL FIXTURES,OUTLETS,SWITCHES, f `e{w *** NEW LIGHTING,etc.RELATED TO PROPOSED AREAS OF ALTERATIONS AND 'N PERFORMANCE DUAL PANE UNITS***WITH HEATLOCK COATING TO MEET ADDITION.OWNERS TO DO WALK THROUGH WITH ELECTRICIAN AFTER �•: ' CURRENT ENERGY CODE. REVIEW PLANS FOR HANDING,VENTING,etc AND DRAWN: MH/MS DIMENSIONS OF NEW WALLS ARE FROM STUDS G AND CONFIRMED PRIOR TO INSULATING WALLS COMPLETION OF FRAMING °° "+ [EXT./INT.:2X4= 3 1/2",2X6 = 5 1/2"] CONFIRM WITH OWNER PRIOR TO ORDERING.PROVIDE SCREENS AND I�`- SCALE: HARDWARE.HARDWARE STYLE AND COLOR AS SELECTED BY OWNERS. F { r� 1 JOB#: tv, 2/12/2026 SHEET NUMBER: A- 8 REVISTONS: •-------- � I I 1 1 1 j �j h--1 W 1 1 I I I PROPOSED ADDITION PROPOSED E^'� ADDITION > F Z 4 , „ MATCH EX.OH (TYP) t"-'„ " " WALL HEIGHT TO BE BUILT UP TO T-6" O "EXTEND EXISTING ROOF TO BE DETERMINED I ;' " OH I— ti 12ROOF LINE , . O p „ I „ WITH NEW WALL HEIGHT I n_ - ... _ . , ._.. . - 0. REPAIR/REPLACE AS NEEDED ° 0 12 1-3 4Xi1-7 8 ML'RIDGE « I' 3 2X8 (3)2X8 TIE EXISTING ROOF u J , J WITH NEW.REPLACE FRAMING AS REQUIRE " W O 12 2,5 O I . IM 12 MI C) Z I« O O 10 ; jx EXISTING ROOF TO REMAIN v0 ' REPAIR%REPLACE AS NEEDED ' ^ Ov r ' / 12 i 8 ZQ � Z�,n ° NEW DORMER ° u 4 NEW DORMER Q Jj,,, 00 0 Q 3 Co v « ry I� x « O , EXISTINGCHIMNEY 0�1 01, TO BE �( P o REMOVED W , „ , I• I I ,• I I 12 TIE EXISTING R OF ° 12"OH F1' 12"OH WITH NEW.REPLACIf 10 /FRAMING AS REQUIRED W. ^ o „ �« o 612 -_ N 'I 2X8 RR 216"OC nxi s ' 12 / 10 cn m o 2X8 RR,na 16"OC +' 'E EXISTING PORCH ROOF(VIF) EXISTING PORCH ROOF OVIF) ,Q �' TO REMAIN (REPLACE GIRDER) 10 NEW REVERSE TO REMAIN (REPLACE GIRDER) b; R+ �+ � GABLE OVER N n ; z w EX.PORCH ROOF---------- ------- - ------------------- / . . „ M1 - - --- - - - - - - - - - - - - --- - - -------------- ---- -- - - -- - - 4- ,[ m 12' OH U 2 iz 18"HIP RETURN 't � 141-0" PROPOSED,ADDITION AT GABLE cv o w PROPOSED ROOF 1 ------ ------ A PROPOSED ROOF PLAN H SCALE: 1/4" = V-0" 0 1.GENERAL CONTRACTOR'TO REQUEST LASTEST CONSTRUCTION 9. APPLY 2 COURSES OF ICE AND WATER BARRIER AROUND PERIMITER Q, PLAN PRIOR TO COMMENCEMENT OF ALL WORK AND SITE (MIN.Y FROM EXTERIOR WALL,OVER FINISHED SPACE).APPLY AT HIPS, CLEARING. VALLEYS AND INTERSECTIONS. 2.GENERAL CONTRACTOR T'O NOTIFY ARCHITECT FOR ANY 10,DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! N DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING CHANGES,etc PRIOR TO MAKING ALTERATIONS. DO NOT SCALE PLANS, UNDERLAYMENT.UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY 3.REMOVE EXISTING ROOFING AND UNDERLAYMENT THROUGHOUT TARP UNTIL ALL ROOFING IS COMPLETE. W EXCEPT AT SCREEN PORCH ROOF,PENDING ZBA APPROVAL,GENERAL 11.USE MINIMUM 15#FELT UNDERLAYMENT(30#AT 4:12 PITCH ROOFS) PROJECT NORTH CONTRACTOR TO DISCUS5 WITH OWNERS PHASE 2 AND OPRTIONS WITH WITH ASPHALT ROOFING.LOW PITC ROOFS TO BE EPDM WITH ROLLED V S N REPLACING ROOFING. ROOFING OR STANDING SEAM METAL ROOFING AS APPROVED BY 4.ROOFING MATERIAL TYPES VARY(SEE PLANS);ASPHALT, EPDM.AND OWNERS WITH UNDERLAYMEBT PER MANUFACTURE. �p �+ E STANDING SEAM.GC TO PROVIDE OWNERS OPTIONS,STYLES,AND 12,ASPHALT ROOFING TO BE GAF TIMBERLINE 50 YEAR SHINGLES.OWNERSA' COLORS AVAILABLE. TO DECIDE ON COLOR PRIOR TO ORDERING AND INSTALL. �.'.,W� 5.ROOF OVERHANGS TO BE 12"AT HIPS AND GABLES UNLESS OTHERWISE 13.NEW FASCIA AND RAKES TO BE 1X8 VINYL IF REPLACING THROUGHOUT NOTED.EXTEND EXISTINGI AS NOTED.OVERHANG STYLE AND MATERIAL FREIZE BOARDS,USE 5/4 VINYL. TO MATCH EXISTING.PROVIDE OWNER OPTION TO REPLACE ALL FASCIA, 14.INSTALL BLACK HALF ROUND GUTTERS,MIN.3"ROUND DOWNSPOUT. RAKES,SOFFITS,etc WITH\VINYL.PROVIDE ALTERNATIVE PRICE. ALL DOWNSPOUTS TO CONNECT TO DRYWELLS WITH 4"ADS PIPING. ,,.�r�.;•. 6.ALL LAY OVER PLATES SHAILL BE BOLTED TO RAFTERS WITH 1/2"DIA. 15.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND .• `« w�+� , GALVINIZED LAG SCREWS),WITH WASHERS AT EACH RAFTER. DIRECTLY TO THE DECK ALONG EAVES. `�5�s�� ' 7.APPLY MINIMUM 5/8"THICK FIR CDX SHEATHING OVER FRAMING. 8.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUC17 CHASES,VENTS,PIPE PENETRATIONS,etc. DRAWN: MH/MS PER CODE. 3 e ' e ,I �'k e• g aFA ; SCALE• ,� Ga► �,tc ;" JOB#: 2/12/2026 u`: SHEET NUMBER: All REVISIONS: 1-3/4X11-7/8 ML RIDGE 12 �O BATH 1-3/4X11-7/8 ML RIDGE NEW GUTTERS AND DOWNSPOUTS 2�� TO BE INSTALLED THROUGHOUT NO. 4 2X8 RR @16"OC MATCH EXISTING SOFFITS 2X @16" C ROOFING TO BE ASPHALT w/ 15#FELT UBDERLAYMENT (USE 30#/ ICE AND WATER BARRIER UNDER 4:12) OVER 5/8" CDX SHEATHING Cn (2) 1-:3/4X9-1/2 ML VALLEY 12 12 INSTALL 16" GABLE HIP RETURN 3/4" SUIBFLOOR OVER OVERHEAD DOOR. O X8 FJ @16"OC , DBL 2X8 FJ @16"OC 0 0 o BRACKETS AND 1" VINYL TRIM (4) 11-7/8 ML w UNDER SOFFIT (STYLE PER OWNERS) OUTDOOR SHOWER (3) 1" STEEL BEAM W ILOW HEADROOM TRACK TO BE INSTALLED �--� w/ OPENER (TYPICAL) Q +I GARAGE Z -1 5/8" TYPE-X FIRE RATED OVERHEAD DOOR AS 00 SHEETROCK TO INSTALL SELECTED BY OWNERS ON WALLS AND CEILING O 3' DEEP CONCRETE APRION Q • • TIE INTO FOUNDATION w/ PITfCH SLAB TO O.H. DOOR 1/8":12" #4 REBAR @12"OC (TYP) • d d • e • • d . d • e • • • d • d • p • • d • d • a • d d • dZCW, _ L4" CONC. SLAB, REINFORCE w/ 10/110 6X6 WMM !',aOVER COMPACTED CLEAN SAND/ STONE (TYP) 8" LL o v c 16"X8" FTG (2) #5 REBAR CROSS SECTION A (CONTIUOUS) OVER W SCALE: 3/8" — V-0" UNDISTURBED SOIL w a � Q W � O z- W O Zo 12 C� (3) 2X8 2X8 RR 1 O 2,5 @ 6"pC 2)X8 CJ @16"OC (NON-ST RA E) I o N � NEW DORMER TO BE FRAMED TO 2X6 WALL, 1/2 SHEATHING o m ;. �o \ \ SIDING TO BE VINYL SHINGLES �' °� t` \ OVER HENRY BLUESKIN a ya t M \ UNDERLAYMENT z u PAD OUT EXISTING 2X4 WALL ATTIC +I ACCESS cz u .� TO 5-1/2 DEPTH. INSUILATE v TO R30 PER NYS R402.1.3 (6) 7-1/4 ML w/ rn 01 (5) 1" STEEL N v _ c W -- EXISTING EXISTING (2) 7-1/4 ML (2) 7-1/4 ML w/ 5/8" STEEL w/ 1" STEEL 3-1/2X11-7/8 LEV. 2 w WOLMANIZED PARALLAM U " O 1OX10 COLUMN w/ EXISTING 6X6 ACA POST N 1 1 H tl o RLL I nn BLUESTONE CAP ON V EXISTING ' ' CULTURED STONE BASE OVER `n o.�a 16X16X8 CHIMNEY CMU � n n GC TO VERIFY EXISTING EXISTING PORCH FOUNDATION EXISTINGAl EXISTING .' tg DRawN: Mx iMs ! �' r SCALE: c. JOB#: CROSS SECTION B = ' 2/I2/2026 3 . SHEET NUMBER: SCALE: 3/8" = V-0" A- 10 y� , REVISIONS: ENERGY CODE REQUIREMENT Chapter 4 [REI Residential Energy Efficiency: Energy Conservation Construction Code of New `fork State 2025 1 UpCodes R402,13 R-Value Alternative 3 Assemblies with an R-value of insulation materials equal to or greater than that specified in Table R402,1.3 shall be an alternative to thabil- 3 11/2 11/4 factor o1F-factor in Table R402,1,2, 11 1/4 1 1/2 1 1/4 1 1/4 1 1/4 LAV. a LAv. LAv. �,(, (NY] TABLE R402,13 W.C. SHC WER SHO WER INSULATION MINIMUM -WALUES AND FENESTRATION REQUIREMENTS BY COMPONENTa 2 C.O. I 21 1/4 C.O. 11/4 3 3 11/4 CLIMATE ZONE 4 5 6 � 3 3 vertical fenestration U-factor 0.2-1 0,2-1 9 Skylight U-factor 0150 0,50 0.50 0 11/4 Glazed vertical fenestration SHGC 0.40 0,40 NR H 11/4 )11/4 )11/4 1 1/2 1 1/4 11/4 1 1/2 1 1/4 1 1/2 1 1/4 SINK LAV. LAV, 0 LAV. o o LAV. 13" Skylight SHGC: 0,40 NR NR W.C. W.C. W.C. F.A.I. D.W. W.M. SHO ER BAH Ceiling Rvalue 49 49 49 2 2 11/2 11/4 3 3 11/4 3 z Insulation entirely above roof deck 30ci 30ci 30ci ^ C.O. I 11/4 1 1/4 I C.O. C.O. I I C.O. FZ-i 3 3 3 3 30 or 30 or 30 or 2045c1 or 2045ci or 2045ci or Wood-framed wall -Ralue a 'Z 4 13410c1 or 13410ci or 134i0c1 or O 0420ci 0420ci 0420ci ►-� SLOPE" 1/4" PER FOOT PITCH TO DRAIN H TO APROVED F—I 4"C.I. SEPTIC SYSTEM TRAP HOUSE Mass wall �2alue F 15/20 15/20 15/20 PLUMBING SCHEMATIC Q SCALE: NOT TO SCALE Floor Rvalue " 30 or 1947.5ci or 20ci 30 or IS415ci or 20ci 30 or 1941.5c1 or 20ci Basement wall -Ralue b' 15ci or 1S or 1345ci 15ci or 19 or 13E5ci 15c1 or 19 or 1345c1 Unheated slab Rialue E depth ` loci, 4 ft loci, 4 ft IOci, 4 ft Heated slab Rvalue E depth ` R-loci, 4 ft and R-10 full slab R-10ci, 4 ft and R-10 full slab R-loci,, 4 ft and R-10 full slab w Crawl space wall -Ralue b' e 15ci or 19 or 1345ci 15ci or 19 or 1345c1 15c1 or 19 or 1345c1 W For 61: 1 foot = 304.8 mm, Q O O NR = Not Required, ci = Continuous Insulation, o O a. R-values are minimums. U-factors and SHCxC are maximums, Where insulation is installed in a cavity that is less than the C) un M label or design thickness of the insulation, the installed R-value of the insulation shall be not less than the -value specified 2" 2" 2" in the table, I I � 2" 2" b, "E5c1 or 13" means R-5 continuous insulation (ci) on the interior or exterior surface of the wall or R-13 cavity insulation on the interior side of the wall, "10ci or 13" means R-10 continuous insulation (ci) on the interior or exterior surface of the wall cc or R-13 cavity insulation on the interior side of the wall, 1115ci or 113 or 1345ci" means R-15 continuous insulation (ci) on the interior or exterior surface of the wall. or R-113 cavity insulation on the interior side of the wall: or R-13 cavity insulation on o FASTENER TYPE: SPACING: No.B WOOD-SCREW the interior of the wall in addition to R-5 continuous insulation on the interior or exterior surface of the wall, o ZnSEMBE'IDMEONTNLNGTH 16"OC ® O cc ® ®® ® ® XO m cn en W u u No.10 WOOD-SCREWS p o c. Slab insulation shall be installed in accordance with Section R402,2,10,1, `° " ° BASED ANCHOR WITH 16"OC X O V 21n.EMBEDMENT LENGTH , 1/4in.dia.LAGSCREW � � � BASED AIVCHOR WITH 16"OC d, Reserved. 2In.EMBEDMENT LENGTH OO O ® ® ®® 0 QQ 3/4"APA PLYWOOD I I I I td V SHEATHING e, The first value is cavity insulation: the second value is continuous insulation, Therefore, as an example, 1345 means R-13IN 1/2"APA RATED SHEATHING Lr) V .' GRADE PLYWOOD (ALTERNALTERNATIVNE:7/16"0.5.6.) ®® cavity insulation plus R-5 continuous insulation, ® ® C!� O 1/2"APA RATED SHEATHING W GRADE PLYWOOD ® O (ALTERNATIVIVE:7/16"O.S.B.) f, Mass walls shall be in accordance with Section R402,2,6, The second R value applies where more than half of the ® m® Cc insulation is on the interior of the mass wall. 0 0 FASTENER TYPE: SPACING: 2X4 DF#2 No* 8WOOD-SCREW (9 STUDS o g, A maximum U-factor of 0.30 shall apply in Climate Zones 5 and 6 to vertical fenestration products installed in buildings EW,, BASED ANCHOR WITH 10"OC WINDOWSILL 2In.EMBEDMENT LENGTH ® ® ®® ® ® V TYPICAL WINDOW OPENING No.10 WOOD-SCREWS located either: BASED ANCHOR WITH 12"OC O PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LENGTH THAN 4 FEET 1/41n.dia.LAGSCREW 1, Above 4,000 feet in elevation, -et 2 nSED ANCHOR WITH EMBEDMENT LENGTH 16"OC 0 H. ® ® ® - n y TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2, In windborne debris regions where protection of openings is required by Section R301,2.1.2 of the Residential Code of �f��I oNGJ PANEL SPAN GREATER THAN 4 FEET 2.2X4 DF#2 STUDS CONNECTED N,o.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL "OC Ij OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8 New York State THAN 6 FEET AND NUTS @ T-0"O.C. 211n.EMBEDMENT LENGTH Nla.10 WOOD-SCREWS T' WW TYPICAL MULTIPLE OPENINGS 20n.EMBEDME TLEN 9"0` h, "30 or 1941,5ci or 20cf" means R-30 cavity insulation alone or R-19 cavity insulation with R--1.5 continuous insulation or R- 2A EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BA in.dia.LAGSCREW Q BASEDANCH0 WITH 16"OC 20 continuous insulation alone. THAN 8 FEET 2iin•EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 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 7/16" 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. 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. +` p , / 1i DRAWN: MH/MS " '; 1 °'� `' SCALE: •k .,Fy�i'.s"-. .;�� JOB#: h !j * 2/12/2026 SHEET NUMBER: A- 1 I REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUF,AC TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° RAFTER WALL STUD ENDWALL CRIPPLE STUD o • BOTTOM PLATE o RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWAILL RAFTER 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 LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. V) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP AP'PLY OVER RIDGE TO EACH RAFTERER 2x6-2x8 LS26 18ga. SLOPE HANG APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE Z HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER JAPPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC O F-I WALL STUD / THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR rT1 METAL STRAP F�-•I CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN F-•� I VENTILATION - SIDEWALL FLASHING WOOD JOIST FOUNDATION H TOP PLATE BLOCKING FINISH WALL AND MOISTURE % - 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND 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 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER M--� 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 CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. I..� ee FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 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 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0' O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 8" 12" RAFTER RT20 21-1 8" x 20 a. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' / g EACH RAFTER ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING op op d op 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 SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W O WOOD JOIST a A W TOP PLATE GIRDER/HEADER �� o SIDE WALL FLASHING 1.4 1ST, FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST o AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUDvj Q FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS W AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8"' LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" /ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 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 DBL. SILL PLATE C� TERMITE SHIELD SUB FLOOR SILL GASKET - WOOD JOISTS N v � \ / GA�KETNE �, � 2x6 2x8 CONTINUOUS WOOD PLATE m n wr. o CONC. SLAB ` , , rn m a - TYP. CONC. FOUNIDATION ( A 6 MIL. POLY ' / DAMPPROOF EXTERIOR �� ' I BOLTED TO STEEL BEAM WITH o 'n �- 6MIL POLY ON EXTERIOR V GRANULAR FILL ° � � CO cn p ' �• ' ` ' 1/2 " DIA. BOLTS @ 48" o.c. STAG. °p+ U ° V STEEL COLUMN p ` ' ' ` xx o o "t. Q u / CONC. SLAB ' p - u'° e \ ROOF JACK �� „ �� STEEL BEAM m d e n �, ANCHOR BOLT EMBEDMENT: I � 0 00 ° POURED CONCRETE: 7" ~ \ COMPACT FILL db p i ,y ° 'p BLOCK WALL: 15" I TOP AND BOTTOM PLATE � � � p ` ` 4" x 1/4" x 8" STEEL � ROOFING LAPS KEYWAY FOOTING D. V ° ° 4 ° p N FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLTLr) (USP LB PS58 OR B P583) . N aj ° ° ANCHOR BOLT CONNECTION ` ` ' oo 1 r p ' USE WITH 3x3 SQUARE WASHERS ` 1/2" GROUT an e p ° ^ CONC. FTG. Q'p SIDES AND TOP m -� REINFORCING BAR �•# '. I 3" STEEL COLUMN o W 3 � FOUND,ATION 5/8" DIA. ANCHOR BOLT I � DRAIN TILE p ANCHOR BOLT CONNECTION SUPPOIRTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING W WHERE NEEDED FOR STRUCTURAL BRACING. 170 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U SLAB-ON-GRADE 0 II r SUBFLOOR CONC. SLAB II DOOR FRAME 6X6 10/10 WWM � GARAGE JOIST N COMPACT FILL ' DOOR I G USE 2X8 STEEL BEAM - I I FOR B LOC KOUT 4" SLAB � 3 ' P.T. PLATE W/ 6X6 WMM I I SLOPE �+ 4"DRIVEWAY -® NOTCH JOIST AND ADJUST HEIGHT () 1/2" AIR S ACE �`� < <� ° ° + 7"1 �•• . , (WITH A NAILING PLATE IF NEEDED) rCA AT END AND HER THAN Nvxf ES OF WOOD �,o D` D � ° ° ° < °a ° • ° STOEEBL BEAM OTO X. 1ALLOW FOR GSHRINKAGE x GRADE ,"'_c"""'«""'� �• BEAMS - I- I (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) Q Q Q a 6X6 W.W.M. - - - •� - - � - - - a =iil d MIN. ° ,n�D •' e D „° � ° � ° � c° p p �� ° D ,p .'� �`p �`p n'� \NOTCH BEAM FOR MUEJSILL IF REQUIRED -- MAXIMUM SUB FLOOR •� n REINFORCING BAR ° NOTCH EQUALS 1/4 DEPTH OF BEAM • 4` REINFORCING BAR c , "�_ ° °°,°'C. �D ° III 1 GIST ^ `�'' . DRAIN TILE1` ° ° ° ° I P /� •. �"` ,. o d° SHEET METAL / 30# FELT UNDER BEAM AT POINT ll L• n ° ° STEEL BEAM 12" LL QT OF CONTACT WITH COINCRETE OR CONC. BLOCK _Ti-iTi_iTf Iii:_11 i-,E o• 3" PLATE (BOLTED TO BEAM) ;.• `"� TYPICAL CONC. MONOLIITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° CA SHIMS TO LEVEL BEAMI z��. q �� .4 0 �.�' / REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. � ` >--� �';�g� DRAWN: MH MSp� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT j` f 9; SCALE: BEAM POCKET : ° ,` JOB#: SHEET NUMBER: A- 1 2 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: iOENERAL 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) TOE-NAIL TOP PLATE 10'WAALL: 4-8d COMMONRAFTER 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) 2025 IRC, 2025 NYS UNIFORM FIRE PREVENTION AND BUILDING 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'WAALL: 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) R301.4 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7 UNINHABITABLE ATTICS (NO STORAGE) 10 ROOF AND CEILING ASSEMBLIES 15 RAFTERS GREATER THAN 3:12 PITCH L/18180 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)WOOD WALLS 15 (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 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITH FIXED STAIRS meets current federal, state, count 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 A.S PER TABLE 3.4 EACH FACE INTERIOR (LIGHT FRAME)WOOD WALLS 10 FLOORS L/360 y g These codes are to be conisidered 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 - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 INTERIOR(LIGHT FRAME) STEEL WALLS 5 CEILINGS (PLASTER, STUCCO) U360 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 EACH TOE FIRE ESCAPES 40 SIP WALLS 10 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 MASONRY WALLS (8"THICK) 80 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 CONCRETE WALLS (6"THICK) 85 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 FLOOR ASSEMBLIES 10 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 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs 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 F RAM I N G: 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 R301.2 4 20 F� 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 inn lied in the use of these laps. 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 P P g TOP 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� ROOF - FOUNDATION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 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 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 f� 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 requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2025 ENERGY CONSERVATION CONSTRUCTION CODE NYS IECC 2024 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PRESCRIPTION CODE [RE] R402.1.3, R402.2.10.1 FOUNDATION NOTES: Type q appropriate PLATE TO: T ell exterior shearwalls shall meet the requirements of table 3.15a-b times the a rop riate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL O 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heights of finished floor(s) above typical grade. • CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R301.2 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR F RAM I N G: WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SEISMIC ICE BARRIER AIR MEAN Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL SNOW SPEED TOPOGRAPHIC SPECIAL WINDBORNE DESIGN FROST UNDERLAYMENT FLOOD FREEZING ANNUAL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES LOAD (MPH) EFFECTS WIND DEBRIS ZONE CATEGORY WEATHERING LINE TERMITE REQUIRED HAZARDS INDEX TEMP 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 130 C REGION B Severe DEPTH Moderate Heavy 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 GIRDERt JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete wallls being attached to 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 be installed with #5 re-bar„ 18" long at 12" o.c.. Use approved epoxy for installation. NAIL SPACING NAIL SPACING AT INTERMEDIATE 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 3.5. BLOCKING TO JOIST 2 - 8d COMMON EACH TOE END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 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: 3 - 16d COMMON EACH TOE SEE NOTES: 1 ( BOTH FIELDS) 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 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 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 GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 11,3 8x16 cast iron foundation went for every 150 sq. ft. of area. W JOIST ON LEDGER PER TOE O d 7). Dampproof exterior offoundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: NOTES TO BEAM JOIST NAIL 3 - 8d COMMON a � 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Q 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 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, w BAND JOIST TO: PER TOE NAIL ,o 8). Drainage as required bey current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO the 4 foot perimeter edge zone attachments required shall be used. F-� CD Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 Q FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. o 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 For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Edition Wood Framing Con structlon Manual. Use a minimum 1/2" dia x 8" longanchor bolt with washers and nuts. Footings Shall be 3 ft. QTY.. SPACING g 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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 Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. WALL SHEATHING REQUIREMENTS FOR WIND LOADS:3). Floors, walls, ceilings aind 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. NIAIL NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 QTY SPACING where needed. GYPSUM 7" O.C. EDGE 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS NOTE: 2 FOR PANEL FIELD o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD N E 6). Concrete piers shall be a minimum 6" above grade. INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 �, r 0 openings. LVL headers to Ihave (3) jack studs and (2) full length studs on each side of 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 o ^' openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire NIAII NAIL NOTES om o Pto girder(s). JOINT DESCRIPTION QTY. SPACING O S and blocking where applicable. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. X 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 6 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o v � anchors where applicable too all connecting joists. PLUMBING NOTES be used. 4 �' U 7/16 OSB 3 O.C. EDGE .540 R. PLYWOOD 6d COMMON 6" O.C. FIELD 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential E 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with U m Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7 O.C. EDGE 5d COOLERS G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 10" O.C . FIELD on plans. 7). Provide 2 - 1-3/4" thick: microlams ( ght to match floor ) height joists around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ua ) 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. „ 8d COMMON „ EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. M. Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1 OR LESS 12 O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) MIN.44"SILL-AFF .., under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED U requirements. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) r 0 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as q THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. V) needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. Q' EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor v 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 1 . Nailing requirements are bused on wall sheathing P g � H CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) „g q g feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed �� i 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 SOIL COMPACTION: using parallel rows of studs or staggered studs. p � 1:4 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 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, adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES shear capacities, nailing requiirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. u members shall be doubled, oar alternate connectors, REMOVE AND ADD ADDITIONAL FILL AS NEEDED. � over subfloor as per manufacture's instructions. such as shear plates, Shall be used t0 maintain load path. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces x 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential 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 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 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 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 to be reduced tol - 16d nail per foot. 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 t0 comply with 2014 NEC. 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 R314 torch down type material over. and R315 of IRC. ,,;y � v \ y;5:� CC 6 i 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ?' `� * r. .. . a P P P , � f4 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 s ;t % `•`' SCALE: AND BASES.USE WITH FLASHING CAPS TO COVER TOP JOB#: + 2/12/2026 SHEET NUMBER: A- 13 SS u a � o � Q Q � w ■ 0 0 � � �� o a a EXISTING WEST ELEVATION SCALE: 1/4 = 1 -0 0 _. - . og N �. i . X �o rINI i r ! o Qn Qn _ M1 9 xF 022 I OF N I PR P�� EST EVATIO DRAWN: SCALE: 1/4" = V-0" Paz JOB#: 6/6/2026 SHEET NUMBER: u W 0 w 0 U ~H � H Q w 0 w EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" 12 2.5 0 12 m rn +c I o a, { w � -� 12 I E C4 bA " 40 � , v 12 12 I N w 12 6I1r' j �6 ! , I I I s I i $ i It I 1 t i I .• � t, ,1 t i fl�ii d I i ,, , 11 it ! I , I li .. j I I ! I .I i , i � � it i �'• PROPOSED NORTH E LEVA --ON I� Al N * DRY :. SCALE. 1/4 - 1 0 l� JOB#: -4 (n� .zYzs � �� 6/6/2026 �2233g O SHEET NUMBER: ��' NE`N� u W 43'-2" 6'-6'/2" 16'-4" 11'-3" 9'-0'/2" W Z O c7) Q Q N V1 \ 0 Ln O N EXISTING EXISTING N CRAWL SPACE SUNROOM :o 8" CMU WALL 8"X16" FTC 0 Nv C31, M N iVl � � V O 7� +V+ COS M O � LL o `er � O 00 00 V. d X N v W w EXISTING CRAWL SPACE ^ In mil " W 0 v N ) -------------------------- -- ------------------------- EX. (3) 2X8 GIRDER EX. (3) 2X8 GIRDER w EXISTING H CRAWL SPACE u u � GEN u u W x 00 x ELECT N EXISTING BASEMENT N � N W W EXISTING CRAWL SPACE I� ICI z U > U � W � ,SHRED ARc EX. CONC. SLAB w/WMM ��`' � ]IN Sc 'Sid, N EX. 8X16 * ; CMU P DRAWN:` �za` 22339 SCALE: Q �O JOB#: CF N ESN 6/6/2026 EXISTING FOUNDATION PLAN SHEET NUMBER: SCALE: 1/4" = 1'-0" 3 u�/ 36'-71/2" W 0 16'-4" 11'-3" 9'-0'/2" w O Q 0 u, O 15'-8" EX. PRIMARY BEDROOM 8'-0"CLG.HT. EX. SCREENED PORCH 7'-9"CLG.HT. CONCRETE SLAB OPEN JOISTS ROOF 225.9 SF , , EX. BAtHT. 8'-0"CLG.EXi ALK-1N � . HALL8-0 CLG. HT. LOSET 5"STEP DOWN ' S'-1" , EX PANTRY,--n r - LE E 3 0' - 2-6 - 0 r -- -- EX. HALL 4 7'-5 2 LG.HT. ir1 1 ''-' EX. BEDROOM M �° m o .2 � x No 0 �u' EX. KITCHEN Z 7'-s��"CLG.HT. �-� w .� V - 7-51h"CLG.HT. EX. LNDRY. 5 o , W D rn U) U cn v 17'-3" 2'-10" 5' 3" 1'-1; 13'-10" �r �o �n v v a 21'-8" H U M - --------- ---------- u ___ EX. LIVING ROOM FLUSH �, ---- - HEARTH 2'-61/2" __ ____ T-5'/z"CLG.HT. o� lieN EX. DINING ROOM T-51/s"CLG.HT. _ � Q 1'" /2" i - — — — — — — — — - COVERED PORCH ?,E D 4yo ----------------------- ------------------------ S FT 3�— t �0 _l- �� * *` N f * DRAWN: SCALE: am �l�l 9� 022339 Q- Jos#: EXISTING 1ST. FLOOR PLAN 1 ,469.4 SF �GF NE��° SHEET NUMBER: SCALE: 1/4" = 1'-0" U W WZ 57-11" O F=_l6'-8" � 20'-11�/�" W � O 8" PAC WALL w/16"X8"FTG QI REINFORCED w/(2) #5 BARS I Q MIN. 3' BELOW GRADE ON aJ _ — DEMO.WALL, I UNDISTURBED SOIL(TYP) I a TYP._ , II ° --REBAR D -- _ PROPOSED ° @ 12"OC _—___---- m'P) SCREENED PORCH ° I . I EXISTING I EXPAND CRAWL SPACE x ' Q C71 DEMOLISH OR CUT a DOWN EXISTING WALL&4"P.C. SLAB (ETC.) ; ', I W1 a 1 I I I I I I #5 REBAR; `" 'P) D 1 1,� O INSTALL DRAIN AT SHOWER (2) 2X8 w/1/2"STEEL FLUSH CONNECT T04"ADS PIPE � _—-— CONNECT FL(TYPICAL) I I _ _ (UNDER POST ABOVE TO m DRYWEL TO FL W W 7 _D (2)2X8 ( NDER -10% 3.3 R . T� SOLI BLOCKING 1 II II I'; :r ,;', ': sI44BASE •; :'. .t ' PB44 BASE ' OUTDOOR HOWEO FOUNDATION POST ABOVE �n v�.•', � (VIFJ •,• . . .1, LL ) UNDER POST 'a 6"BELOW BADE POURED CONCRETE �' 'CI' :,,'••'r,'•.'.•'' •,'•'•.'.•','r REINFORCE w/6X610/IOWMM X 00 ABOVE c . ': I INSTALL PO T BASES AT TIME OF POUR x N - -- ---- ---ra- -- -- - -- ° Lu x +1 #5 REBAR ------------- o• -------------- o . Lu ------------------- EXISTING @t2"oc MP) ° 6 P CRAWL SPACE I I O M 2'40I/."�- s'-z i.1 ° I F , UN ER POST AB E UNDER POST ABOVE ' ' o ' ' I ----- I a\ IN u LQ - - -EX.(3)2X8 6#E • EXISTING -- -- ______=____= _ EX. (3) 2X8 GIRDER-- P C' CRAWL SPACE ---- Lo N ! C� I W 0 ~ V REPLACE EXISTING COLUMN WITH MINIMUM 3X N NE TUBE STEEL GE PROPOSED GARAGE x COLUMN CONTINUOUS.ADD NEW LALLY COLUMN NEXT TO STEEL ta! • , . COLUMN.NEW FOOTING TO BE 48"X36"X12"FOOTING,REINFORCED 4 +.1 I ° I w 3 #5 BAR(LONG),(4)#5 BAR(SHORT).GC TO VERIFY SUPPORT ELE ° ' WITH ARCHITECT PRIOR TO CONSTRUCTION. N 00 CUTBA K U O ; Ln z x x FIREPLA E ?� ° ' N Cn N EXISTING � ; � W EXISTING BASEMENT x CRAWL SPACE v I 1 II I I 1 � I REMOV EX. I ' BAR ° _ @ 12"OC — J r C'N.J •.0 .S rV^J VJ 12-9/z I o � --- ---------- I �� cv ------ - ---- ---------- VERIFY EXISTING FOOTINGS/WALL 20'-11'/z" =+ FOR NEW COLUMN LOCATIONS '`-- EXPOSE SUPPORT UNDER PROPOSED LOCATIONS AND REVIEW WITH PROJECT NORTH Y u ARCHITECT G V 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF ALL WORK AND SITE CLEARING. 9•PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY DESCREPENCIES,QUESTIONS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A CHANGE OF MATERIALS,DESIGN CHANGES,etc PRIOR TO MAKING ALTERATIONS. MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO DO NOT SCALE PLANS,VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. BE ATTACHED G SILL PLATES WITH 3X3ON SQUARE WASHER AND NUT. 3.PRIOR TO COMMENCEMENT OF WORK,GENERAL CONTRACTOR SHALL S.VERIFY EXISTING PORCH FOUNDATION FOOTINGS.EXISTING POSTS TO - rp INSPECT EXISTING SITE CONDITIONS RELATED TO THE PROJECT,EXISTING STRUCTURES REPLACED AS NOTED ON iST.FLOOR PLAN. .�'��v1 PROPOSED F ON THE PROPERTY TO BE DEMOLISHED AND DRIVEWAY TO BE REPLACED.VERIFY LOCATIONS JOISTS,AT POST/COLUMN LOCATIONS WHERE NEEDED. A !, '' /w FOUNDATION N DAT i O FOR UNDERGROUND UTILITIES TO DETERMINE IF TEMPORARY CONNECTIONS,REPLACEMENT, 9 NEW POSTS FROM ABOVE TO BE SUPPORTED WITH SOLID BLO �) N PLAN �r DWIT� r OR CONCERNS SHOUOLD BE ADDRESSED.NOTIFY OWNERS AND ARCHITECT WITH ANY 10.EVALUATE MECHANICALS,SUPPLY AND RETURN VENTS WIT dM�A LEJ3 ND WIT A SCALE: 3/1611 = 1'-QI' CONCERNS OR QUESTIONS.SEE COMMENTS ON SECTIONS FOR BUILDING UP GRADE AROUND ARCHITECT AND OWNERS FOR EXISTING AND ADDITION. / / HOUSE WITH GRADUAL SLOPE AWAY. 11.INSTALL COMBINATION SMOKE AND CO DETECTORS O .le"� 4.REVIEW EXISTING STRUCTURAL CONDITIONS AND PROPOSED STRUCTURE AND REVIEW WITH N EXLSTING r3 THROUGHOUT O BE HARDWIRED WITSTIN77ERY B CK UP.T 'CQ A LINEW d' DRAWN: ARCHITECT FOR COMMENTS AND QUESTIONS PRIOR TO CONSTRUCTION. DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. ' 5.NEW FOUNDATION TO TIE INTO EXISTING L TO BE7 SCALE: 8"THICK.EXTEND NEW WALL 16"PAST EXISTING FOUNDATION.TIE NLEW FOUNDATION INTO a EXISTING WITH#5 REBAR AS NOTED ON PLANS, JOB#: 6.NEW FOUNDATION WALLS TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. R /FOOTINGS TO HAVE(2)#5 CONTINUOUS REBAR.FOOTINGS TO REST ON UNDISTURBED SOIL 6/15/2026 (MINIMUM 3000#CAPACITY)MINIMUM X BELOW FINAL GRADE. 1 SHEET NUMBER: 7.INSTALL 2X6 ACQ SILL PLATE OVER FOUNDATION WALLS,SILL PLATES TO BE INSTALLED OVER Ada G1 � COP-R-TEX TERMITE SHIELD AND SILL SEAL. ��'1'' .•1+;G�, z u w Lu 0 20'-31/2" 20'-111/2" lMn'I, N 0 4" 4'-101/2" 4'•11" 4`11" 4'•11" 3'•6" 1T-51/2" W 4" W INSTALL NEW INDOW, ° LOCATION To MATCH g w WINDOW ACR SS ROOM 2.py, 1r C) BOS O in - ---------- - ------ ---- - I -I ------ - ^ � _ = a h� I 1 O PRIMARY BEDROOM (--REMOVE WINDOW& I I �/ ALTERED INFILL W/FRAMING I I 1 In -1 I DEMO.WALL I I TYP, I I 2'-4" I 1 ro S 6'-0„ } '47 LI T-61/2" I i ® Ln SCREENED PORCH I 1I j ENLARGED BATH I° t 314.E SF Ills No. l I I 2'-6" 7EMOVE R I I WINDOW& I I I I INFILL W/ —_ FRAMING 2,-6" _ 1'-101/2" 2'-10" r LAU,9_ Y 4 I I I � 11 4 En g�� .fl fV SHOWER 1 1 W 1 1 HALL i ° 11•1 3 " I'E9y4" g J L — L fL. �1i — , I u' r�^ XTSIDE CHANGING AREA 00 _ d N 2'-2„ 1131.5" 3'-0„ KITCHEN BATH N M c ALTERED 2'-4"', N6.2 BEDROOM No 2 ww Z I I ALTERED G 24"d PANTRY 4'-7n I_41An 71_oi�n w/DRAWERS I II - M _ �n I I DiW `• 24'I NTRY HALF I I I ------ 'C --r-- w/DRAWERS BATH ----- ' II II iV I WINE EXISTING FIREPLACE, CD HEARTH,AND CHIMNE e I I I I TO BE DEMOLISHED N G DINING ROOM L`-_ — N o m 5 - LIVING ROOM I I �° i 0.2 EEij I _ PROPOSED GARAGE :0 �+ v r - - - , I v I I NEW BUILT-IN 1 I I I PROPOSE ALLOWANCE ; ^ C I I I I (SEE ELEVATION) I I Lz� I I I I I �, u co RELOCATE I Cn I 2'.0"x 6'.9" 2'.0"x 6'-9" I + r 00 NEW SIDELIGHT NEW SIDELIGHT ; Moe N 2 1 O W 6-01 COVERED PORCH ro----------------------------------0------------------------------- ---------------------------------------- 1 o Il 16'-0" W U 12'_91/2n 1 " 1711„ 10'-53/4" 10'-53/4" MN U W (l� PROPOSED 1ST. FLOOR PLAN SCALE: 3/16" = 11-0" 1.GENERAL CONTRACTOR TO REQUEST/VERIFY LASTEST 10.NEW INTERIOR DOORS AND HARDWARE TO MATCH EXISTING.CONFIRM WITH CONSTRUCTION PLANT PRIOR TO COMMENCEMENT OF OWNERS PRIOR TO ORDERING STYLE AND TYPE AND IF ALL EXISTING TO BE W ALL WORK AND DEMOLITION. REPLACED. --� PROJECT NORTH RTH 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY 11.INTERIOR DOOR AND WINDOW TRIM,BASE MOLDING,CROWN, -- (, S N DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN WAINSCOTTING/PANELING AS SELECTED BY OWNERS,VERIFY IF REPLACING vj CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, ALL TRIM THROUGHOUT WITH OWNERS. E VERIFY ANY DIMENSION OR MATERIALS WITH ARCHITECT FOR 12.INTERIOR WALLS TO BE SHEETROCKED,TAPED,SPACKLED(2 COATS),AND CLARIFICATION AS NEEDED. SANDED.WALLS AND CEILINGS TO BE PRIMED AND PAINTED.OWNER TO F-4 3.NEW AND EXISTING EXTERIOR WALLS TO MATCH EXISTING(—T-6"). PICK COLORS AND FINISHED INCLUDING TRIM AND DOORWAYS(TYPICAL). Q 4.ALL POSTS FOR NEW STRUCTURE TO INSTALL OVER FLUSH BEAMS,GIRDER, 13.INCLUDE OPTION FOR 16X16 NICHES FOR SHOWER NICHES.CONFIRM SIZES COLUMN w/SOLID BLOCKING OR DIRECT CONNECTION TO POST,etc. WITH OWNERS PRIOR TO BUILDING.BATH FIXTURES TO BE SUPPLIED BY WALL LEGEND 5.REPAIR/REPLACE DEFECTIVE STRUCTURAL MATERIALS AS NECESSARY OWNER AND INSTALLED BY GC.INSTALL BLOCKING BETWEEN STUDS IN DURING CONSTRUCTION. DESIGNATD LOCATIONS. !RE D A ............... WALL TO BE REMOVED 6.HOUSE-NEW GARAGE WALL TO BE FRAMED INTO GARAGE 2"(5-1/2"TOTAL) 14.INSTALL COMBINATION SMOKE AND CO DETECTORS TO TIE IN WITH EXISTING PAD OUT OR SISTER 2X,6 STUDS,DF#2 STUDS AT 16"O.C.WALL TO BE INSULATED THROUGHOUT HOUSE.REPLACE EXISTING AS NECESSARY TO CODE.ALL NEW v IN so TO R30 PER R402.1.3 NYS RESIDENTIAL CODE. DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. EXISTING WALL 7.EXTERIOR SHEATHING TO BE 1/2"MINIMUM.REPAIR/REPLACE ANY DEFECTIVE 15.NEW INSULATION FOR WALLS,CEILING,FLOORS,EXTERIOR OPENINGS,ETC.TO �0 MATERIAL REMOVE EXISTING SIDING AND UNDERLAYMENT.INSTALL NEW MEET CURRENT NYS ENERGY CODE.***FLASH AND BATT WALLS AND ROOF �{ NEW WALL VINYL SHINGLES AS SELECTED BY OWNERS WITH HENRY BLUESKIN WHERE APPLICABLE.SHOULD GC USE FIBERGLASS OR ROCKWOOL INSULATION, Q -11 UNDERLAYMENT. AIR-SEAL FOR BLOWER DOOR TESTING SHOULD TOWN REQUIRE(VIF). 1 * 44: N NOTE: 8.NEW EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES LOW-E4 HIGH 16.PROVIDE PRICE TO REPLACE ELECTRICAL FIXTURES,OUTLETS,SWITCHES, i DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAL PERFORMANCE DUAL PIANE UNITS**"WITH HEATLOCK COATING***TO MEET NEW LIGHTING,etc.RELATED TO PROPOSED AREAS OF ALTERATIONS AND DRAWN: ENERGY CODE.REVIEW PLANS FOR HANDING,VENTING,etc AND ADDITION.OWNERS TO DO WALK THROUGH WITH ELECTRICIAN AFTER N [TNT.:2X4=4.1/2",2X6=6.1/2",EXT-:2X4=4•",2X6=6"] "-•k �-zJ CONFIRM WITH OWNER PRIOR TO ORDERING.PROVIDE SCREENS AND COMPLETION OF FRAMING AND CONFIRMED PRIOR TO INSULATING WALLS. SCALE: DIMENSIONS OF NEW WALLS ARE FROM STUDS HARDWARE.HARDWARE STYLE AND COLOR AS SELECTED BY OWNERS. "9T 0�2 339 O� JOB#: [EXT./INT.:2X4=3.1/2",2X6=5.1/2"] 9.ALL EXTERIOR NEW OPIENINGS TO BE PROVIDED WITH DEBRI-PROTECTION `(� PANELS WITH NECESSARY HARDWARE,MARKED FOR SPECIFIC LOCATIONS. �OF N E` 6/6/2026 SHEET NUMBER: z U O a r EXISTING ROOF TO BE, DEMOLISHED OVER I W O EXISTING ROOF CREEN PORCH.REPAIR w TO REMAIN I CONNECTING ROOFS I AS NEEDED(VIF) I ~� H 12 I v w 6 I o co �Qs I or, P-, a Ox N ti}1� I a I N ROOF OVER SCREEN PORCH EXISTING ROOF TO REMAIN (2) 1-3/4X11-7/8 ML RIDGE I 12/ / 6 V O j0 I / ;o 9l� 2 I NEW CRICKET OVER/ce X10 VACL I CONNECTING ROOFS 00 9J PLATE N F Lu I W rn Oce I 2X8 R 16" C W A } L — — — — — — — — — — J F--11 O r7- 2X10 V AtIEY ptp CE N 5� Q 1"- c:) m M W O NG " M Cyj y (Y] X O }� T v u v N 0 a U) w uu O Cti3 (^: •t N r r^ W Q 0. Af ... S N PROJECT NORTH i r DRAWN: R/ti E �� s SCALE: JOB#: � ^'•�� 6/15/2026 PROPOSED ROOF PLAN `�� SHEET NUMBER: SCALE: 1/4" = 1'-0" 7