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HomeMy WebLinkAbout51820-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51820 Date: 04/10/2025 Permission is hereby granted to: Christopher R Bellando 113 Voorhis Ave Rockville Centre, NY 11570 To: reconstruct a deck addition (portion to be a screened porch)to an existing single-family dwelling as applied for. Premises Located at: 920 White Eagle Dr, Laurel, NY 11948 SCTM# 127.-9-16 Pursuant to application dated 03/03/2025 and approved by the Building Inspector. To expire on 04/10/2027. Contractors: Required Inspections: FOOTING/REBAR, FRAMING/STRAPPING , DRAINAGE, FINAL, Fees: Single Family Dwelling- Addition&Alteration $607.00 CO-RESIDENTIAL $100.00 Total $707.00 - Building Inspector "d � 0 941 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.southoldtownn ov q. da, Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only J 0 PERMIT NO. Building Inspector;, Applications and forms must be filled out in their entirety. Incomplete guildin �, � dr��anent applications will not be accepted. q 1)Where the Applicant is not the owner,an ® �oUthOld Owner's Authorization form.(Page 2)shall be completed. Date:2/13/25 OWNERS)OF PROPERTY Name:Chris Bellando SCTM# 1000-127-09-16 Project Address:920 White Eagle Drive, Laurel NY 11948 Phone#:516 302 6117 Email:cbellando@lutzandcarr.com Mailing Address:920 White Eagle Drive, Laurel NY 11948 CCuNTACT;PERSoON Name:Megan Carrick Mailing Address:PO Box 877 Jamesport NY 11947 E Phone#: .. 631-804-3796 mail:megan.cmtarchitecture@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas Mailing Address:PO Box 877, Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:Hallock Builders Mailing Address:126 Point St, South Jamesport, NY 11970 Phone#:631-722-3261 1 Email:info@hallockbuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration *Repair ❑Demolition Estimated Cost of Project: ❑Other reconstruct existing deck in footprint.add a screened in porch on top of deck $TBD Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? Dyes *No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated:.. Are there any covenants and restrictions with respect to R_80 this property? ❑Yes *No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, 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 regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By('print name):Megan Carrick Authorized Agent ❑Owner Signature of A00licant: -- Date: 2/13/25 CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.OIBU6185050 SS: Qualified in Suffolk County � COUNTY OF ) Commission Expires April 14, 2c.�=als being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner.set forth in the application file therewith. Sworn before me this Z t day of ( Ok (; _ , 20 Notary Public (Where the applicant is not the owner) Chris Bellando residing at 920 White Eagle Drive I, do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein, Digitally signed by chnsando chris bellando Date:2025.02.1409:18:021105'00' 2/14/25 Owner's Signature Date Chris Bellando Print Owner's Name 2 S'Q)RVgY OF iECE I V,EO LOT 1,6 FFOU oupt. sr MAP O o° ` M" A y 1 3 � . GOLDEN VI, 'STATE !,A UREL yn� 1 „ � TOWUNCIFSUTOD SUFFOf.K COUNTY, NSW Y•(?RK OCTQBEti 11 d M r PROPOSED HOUSE k1tmA +E' EFd +Ct[i M b LOW "tJ AREA — 4Q,7 i 5,61 'S© �fii-U—Op--a214 CAP. 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PROME (M)727-200 Fox 631)727-f727 t q �C � � OMCES L41CA�E9 AT MAfUlJc AUON&T5 AY, F4t2 rA�AiNt w E: 1',il# P.O. fax 1L R now'Yor k p1 RWerheail, New Yorkj ARCHITECT LINE OF EXISTING REVISIONS D E S C R I P T ION ROOF IN TO REMAIN EXISTING CHIMNEY TO REMAIN EXISTING ROOF EXISTING ROOF SHINGLES TO REMAIN �o s'��i SHINGLES TO REMAIN 12 00P ® G FlF 12 EXISTING FEi� �PO EATCH XISTING MATCH12 PROPOSED FASCIA TO MATCH LINE OF EXISTING 0 2 3 EXISTING EXISTING ROOF LINE TO REMAIN EXTEND EXISTING ROOF OUT EXTEND EXISTING ROOF OUT OVER PROPOSED SCREENED OVER PROPOSED SCREENED PORCH AS SHOWN PORCH AS SHOWN PROPOSED SIDING TO MATCH EXISTING _ 9'-0" PLATE HEIGHT SCREEN PANELS ON OF T.O. WINDOWS PER SELEC OWNER �',Y,�irr,�.''':.\'.` „>{"'f*,,1� , , r,. 'r{'``i," :�'lri, y�ti;;', '•1,'�r �)Zt..}.�,' .',�\�`: - LLLI S.�y'' o r ���,ir� r ,�; ' r. ��nfr.k,:-., '• ,`;j?'\r�r ` 7,' `.. ''r��l.! � "'r��x�SSCREEN, r'yi: , 'SCREEN}• .�?tirSCREEN` ''�: r <.SCREEN .}'� . /•'},''SCREEN o ':�r}r�'�"' r,.{,{'' h\t; },rr.:'iu;i,�,j�rl <r. 'n'.� r h• •� ' , t ir7C��.{'+`.'? .y .r•,;,. :nip y,•,n\i `,;r r ti i5ti'r ,. � EXISTING SIDING TO EXISTING SIDING TO o " ` hr` OUTDOOR EXISTING SIDING TO REMAIN REMAIN wITC>1 LINE OF - LL_ - T.O. FIRST FLOOR - ❑ PER NYS36UILD1 NG HAND CODE RAIL REMAIN m 8"X8" ACO. _ COLUMN WRAPPED WITH AZEK (TYP.) — ui NOTE: PROPOSED DECK FOOTPRINT IS TO REMAIN THE SAME AS THE EXISTING DECK FOOTPRINT. ALL NEW DECKING & DECK STRUCTURE IS Y PROPOSED. PROPOSED SCREENED IN PORCH IS TO BE CONSTRUCTED OVER PORTION OF RE-BUILT DECK. Li = W WO �- > E PROPOSED REAR ELEVATION 0 SCALE: 1/4" = 1'—O" z W O W I W '_ fr 0 z IIIIIIr W a0 Ld 00 W - W (f) z _ O EXISTING LINE OF EXISTING EXISTING n < CHIMNEY TO ROOF LINE TO REMAIN LINE OF EXISTING CHIMNEY TO REMAIN ROOF UNE TO REMAIN REM O - I REMAIN� � J O EXISTING ROOF i- W - SHINGLES TO REMAIN - TT EXISTING ROOF 12 12 PROPOSED ROOF SHINGLES TO REMAIN MATCH MATCH SHINGLES TO MATCH EXISTING EXISTING PROPOSED ROOF SK2857 SK2857 LINE OF EXISTING SK2857 SHINGLES EXISTING MATCH SK285 EXISTING - -- -- ROOF LINE TO REMAIN - -- IT EXTEND EXISTING ROOF OUT - I OVER PROPOSED SCREENED _ _ _ EXISTING ROOF EXTEND EXISTING ROOF OUT -1 - -_-_-- OVER PROPOSED SCREENED PORCH AS SHOWN EXTEND EXISTING ROOF OUT ED SCREENED SHINGLES TO REMAIN EXTEND EXISTING ROOF OUT PORCH AS SHOWN OVER PROPOS PROPOSED FASCIA TO MATCH PORCH AS SHOWN PORCH AS SHOWN GREENED EXISTING PROPOSED FASCIA TO MATCH EXISTING EE --II V F TF__1__l -- - 8"X8" ACC). COLUMN EXISTING HOUSE NO CHANGE EXISTING HOUSE NO CHANGE 8'X8" AGO. COLUMN WRAPPED WITH AZEK (TYP.) �; Yn }; {} g .,r.•/ WRAPPED WITH AZEK (TYP.) X, •'': ':'.^. `r:`�',' r,�' r{� r�C, ..i: .. :,� ? ,i,;r'r ,i�.v '�,?�SS'i, 'f•`x. tiy'... :';;,{;r Y!Z:.. .`,'�tl `'%r:':•�\' '/.V.' .'. >1;• r� .?^x'y r..,�.JrFrr}yr..rr,:r''' r ti 9t r; '-:�a;,n, /:•: ,fir rir;.;., , .;X �: SCREEN PANELS PER `�;. .�,?..ri.'..':yt;'?;`:, :':,•;:r;y�},.••.,{,:?r:%•.-:<:�z ;�;�t'':`SC.X .rjr, r'ti X. .� i;}•. �r.:vr: :l r.,;?:; ,,\,F;':-5... ,.ri?`-"}4, `.�; :irC',r:r�.,1.-.•:,ter:rp .; , x .i ,.. ,.,. :;;h``?!`4v '`�{r{�•"' r Y'�'`'�yti�'.�%��' .� :;�:. �,,�,r'y"' �?•:.;,,^ SCREEN PANELS PER SELECTION OF OWNER X GREEN:'.'rh;:;:'':{v;"•' ?!Ir SCREEN ''yi:.v `:v !SCREEN" :1r t.,.."E%:, .',.} {� SCREEN r, n', ; SCREEN.:.4 •.•:Y: ;;y:, SCREEN: Yti SELEC110N OF OWNER Charles M. Thomas l :v's` }^,r"'ti•:V"rS:.,{,. r '',.�•'::�' :}':; :riYr?•z .�: ,^.G:': .i �:�'� �.i.,DOOR .ti<h, l .}h� ii}:� .4r, ,r�,x' ;n :r. ,:::�'ri{,r{. .✓„ :'.�,,; �:,;{SK � '.yif,�,, `'}'{:i'4;,?^,✓,�{� :;:Y.{,�{.ti,,;�{`y;.yk.<.; `•:"r`r. '';':lr'\rf`�{r:"`y"`^'?'�'!�.`SC•:' � vr. ,ry`t�..?t}„ 'C'�.v,r ? },,�' ', '... /: vC`' r. ✓,:Y`>; `�,,�,t '. .r ?}'w.`. }: .r ,l t",`, 1.:4' '�•'}.'.'. 1 ; /;u a r c h i t e c t _- w%, Sal,,x�• f,' BACK SIDE OF OUTDOOR KITCHEN -_.--_--__ PO BOX 877 JAMESPORT, NY 11947 (631) 727 7993 , �•:. �::..::. y LINE OF 36" HIGH NE OF 36" HIGH HAND RAIL PER YS - HAND RAIL PER NYS PROJECT BUILDING CODE BUILDING CODE PROPOSED ELEVATIONS E PROPOSED SIDE ELEVATION E PROPOSED SIDE ELEVATION 2 SCALE: 1/4" = 1'—O" 2 SCALE: 1 4" = 1'-0" / DA7E; 2/13/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. _DA - 001 00 1 OF 3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EXISTING EXIS71NG EXISTING �,: " y ARCHITECT PRIMARY PRIMARY FAMILY EXISTING EXISTING t �A BREAKFAST �•��� BATHROOM BEDROOM ROOM KITCHEN EXISTING NOOK MUD ROOM REVISIONS D E S C R I P T ION LINE OF EXISTING LINE OF EXISTING LINE OF EXISTING RESIDENCE RESIDENCE RESIDENCE EXISTING EXISTING LINE OF EXISTINGF \ LINE OF EXISTING RESIDENCE \c? EXISTING EXISTING EXISTING LINE OF 36" HIGH HAND RAIL -,---� - ---- - EXISTING PER NYS BUILDING CODE (TYP) EXISTING M EXISTING DOORS TO REMAIN EXISTING DOORS TO REMAIN L. s O i0 EXISTING CHIMNEY n 22'-8" 1 I 1 TO REMAIN ,ypp 1 i 18'-3" PROPOSED 6"X6" POST (TYPICAL) NEW La LI_T_I--I of PROPOSED = w " DECK f I I I I " 1 SCREENED 1 � i� IN PORCH REPLACE EXISTING AS SHOWN uj 00 PROPOSED 6"X6" POST & 3 s v (TYPICAL) 1 ILO � I iI LEXISIING STEPS TO BE REMOVED e I in ILWALL" HIGH BULKHEAD 20" HIGH BU FOR SCREENED WALL FOR SCREENEDCH PORCH I N (3) 11 7/8" ML HEADER 8"X8" ACQ. COLUMN PROPOSED 6"X6" POST ui WRAPPED —LINE OF HIGH AND AZEK (TYP. OF 2) EXISTING STEPS TO RAIL PER C NODE (TYP)� BUIL ING BE REMOVED z 4'-4B" " L,J ry 4'-5" 4'-5" 5'-0" 13'-0" V-11 _ W W O 42'-1" P PROPOSED PLAN 0 ry ry SCALE: 1/4" = 1'-0" cl)Z W o W W z Q 0 W < o LLJ 0 � /W Q - W V LINE OF EXISTING 1 z INE OF EXISTING 2"X10" ACQ LEDGER LINE OF EXISTING P.C. FOUNDATION WALL O P.C. FOUNDATION WALL P.C. FOUNDATION WAL 2"X10" CQ LE ER 0 � O LINE OF EXISTING � rn P.C. FOUNDATION WALL 2" 10" ACQ LEDGER V J ISTAIR STRINGER 2 X10" ACQ LEDGER LINE OF EXISTING I W II CHIMNEY 2"X10" A LEDGER IIII II I kI I I v N � W III 2"X10" ACQ LEDGER IIII I I oIm I I `� DECKING PER DECKING PER II I ZI SELECTION OF OWNER ��`IIIKIKSELECTION OF OWNER r - -I r —Ir — � r 3 2X10 ACQ GIRDER�_I _ _ _ _I 23 2X10 ACQ GIRDE TI LI J L J L — J � L J ,. L — J � L -4J III o 12"0 SONO TUBE ON IIII�'a -' I " cYi b 24"x24"02" F0071NGS 0 3 6 m o III Y o o MIN 36" BELOW GRADE o o IIII Y o 0 0 0 0 a w� cy (MUST BE VIRGIN SOIL) cy° cy m y no II ° a (TYPICAL OF 12) a IIII � a a II = Y w cy = 0 = 0 cy Z @) 0 Y s aw ®Qw 0 I `� of I II II II Xo N N N o N N 12"0 SONO TUBE ON N o II X� IIIIX " " " X I Charles M . Thomas Lql _ � 24 x24 x12 FOOTINGS 1 III�Z IIII�� MIN 36" BELOW GRADE " M Z III"= III (MUST BE VIRGIN SOIL) a r C h I t e C t (TYPICAL OF 12) I r -� r - -i r - -1 r — � r r � -1 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 o _ 3 2X10"ACQ GIRDER _ _ _I _(3) 2X10 ACQ GIRDE ( ) 2 X10 SKIRT BOA D — — — _ (2) 2"X10_SKIRT B ARD _ _ _ PROJECT LINE OF DECK ABOVE LINE OF DEC ABOVE LINE OF POST ABOVE LINE OF POST ABOVE LINE OF STEPS BOVE STAIR STRINGER 7'-84" 8'-11 J" PROPOSED PLAN & 42-," FOUNDATION PLAN P PROPOSED FOUNDATION PLAN 2 DATE: 2/13/25 SCALE: 1/4" = 1'-0" PROJECT No. DRAWING BY. MIC CHK BY. DWG No. 0- 002 00 2 OF3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. >. .. er EXISTING ! EXISTING �2Y� EXISTING REVISIONS D E S C R I P T 1 0 N PRIMARY PRIMARY BREAKFAST EXISTING BEDROOM KITCHEN EXISTING ILL ���, NOOK MUD ROOM Z EXISTING Q \L FAMILY C Ld Ld 9 LINE OF EXISTNG / FO_ FESIDENCE LINE ORESI RESIDENCE ROOM vio \ LINE OF EXISTING -__ v� �� RESIDENCE F _. -._-- EXISTING EXISTING EXISTING ROOF RAFTERS TO EXISTING ROOF RAFTERS TO F \� LINE OF EXISTING C) ,% EXISTING EXISTING REMAIN REMAIN RESIDENCE EXISTING EXISTING I LINE OF EXISTING RESIDENCE EXISTING .1-7 LINE OF LXIbIIN(; LINI7_UF=TING ROOF END TO BE EXTENDED ROOF END TO BE EXTENDED (2) 2"X10" RR 7710"LTRIMMER (2) 2"X10" RR 0 0� 0 0� o� 0 _ = SK2857 : _ = SK2857 N N N N M o (2) 2"X10" RR W L I (2) 2"X10" RR LL _ _ _ EITHER SID OF RAFTER 1 — Z — — PROPOSED 0 LO o NEW 2"X10" ROOF RAFTERS NEW 2"X10" ROOF RAFTERS DECK W W oN I ® 16" O.C. ® 16" O.C. 00 0 0 I NEW 2" 8"X LLAR TIE ONE jr (2) 2"X10" RR (2) 2"X10" RR I o RILL NW W o J _ �W 0 0�_ SK2857 0� 9 0_� SK2857 0 N (V �� CV N X W (2) 2"X10" RR (2) 2"X10" RR - - - - _— 15'-4" NEW 2"X8" LLAR TIE ON -- - -- - - - W W W0 �- > Q P _ PROPOSED PLAN _ 0 � X— 0 3 SCALE: 1/4" = 1'—O" z W o w -' W fr 0 z Q 0 W < 0 W � Q Q LINE OF EXISTING W W z T_ ROOF LINE TO REMAIN O EXISTING CHIMNEY TO a- REMAIN O 11 �" ML HEADER f/ N Q EXISTING ROOF SHINGLES TO REMAINNO ����'�QG• ®�6 ��OI'� w SK2857 / SK2857 EXISTING TOROOF REEMAINSHINGLES 12 12 MATCH / NEW 2"X8" COLLAR BEYOND MATCH EXISTING / SE ROOF FRAMING PL N EXISTING PROPOSED FASCIA TO EXTEND EXISTING ROOF 2"X10" HDR 2"X 0" HDR MATCH EXISTING OUT OVER PROPOSED EXTEND EXISTING ROOF SCREENED PORCH AS OUT OVER PROPOSED SHOWN BEAD BOARD BEAD BOARD SCREENED PORCH AS SHOWN 9'-0" PLATE-HEIGHT (3) 11 �" ML HEADER (3) 11 J" ML HEADE RAFTER TO GIRDER POST BEYOND CHIMNEY BEYOND 14 10d X 1 1�2' A TEN T.O. wlNDows POST BEYOND ER i� SCREEN PER SCREEN PER SELECTION OF SELECTION OF OWNER OWNER TILE ECK S SH o P° o Ridge Beam Charles M . Thomas I CAP 2"X NSTR ON a r c h i t e c t CAP DECKING PER SELECTION BULK HEAD D K S FO -BACK DECORATIVE CAP PER N TH OF OWNER (3) 2"X10" ACQ DECK 0 0 R OUTDOOR SELECTION OF OWNER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EXISTING SIDING TO o BULK HEAD 2"X10" ACQ JECK JST ® JOISTS UNDER SCREEN 2" 1 E i+J KITCHEN T.O. FIRST FLOOR N 16" O.C. PORCH WALL 16 LINE OF IL HIGH ° MTS12 — - REMAIN HAND RAIL PER 2"X10" SKIRT BOARD NOS BUILDING RIDGE PROJECT CODE (3) 2"X1O" ACQ DEC 3 2X10 ACQ GIRDER JOISTS UNDER SCREEN 3 2X10 ACQ GIRDER RAFTER PORCH WALL D10 12"O SONO TUBE ON Simpson Strong Tie 24x24x12 rOOTINGS ' " " " CS-20x18" MIN. WITH (7) 10d COMMON NAILS MIN 36" BELOW GRADE PER RAFTER INSTALLED OVER PLYWOOD PROPOSED ROOF (MUST BE(TYPICAL FR 21) SOIL) FRAMING PLAN & RIDGE STRAP TIE RAFTER TO GIRDER CROSS SECTION SCALE: N.T.S. SCALE: N.T.S. s PROPOSED CROSS SECTION DAB 2/13/25 SCALE: 1/4" = 1'—O" PROJECT No. DRAWING BY, MC CHK BY. DWG No. DA - 003 00 30F3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AT r) r-) ARCH ITECT EXISTING EXISTING EXISTING PRIMARY PRIMARY FAMILY EXISTING EXISTING BATHROOM BEDROOM ROOM BREAKFAST KITCHEN EXISTING REVISIONS D E S C R I P T I o N NOOK MUD ROOM LINE OF EXISTING LINE OF EXISTING RESIDENCE RESIDENCE LINE OF EXISTING RESIDENCE EXISTING EXISTING LINE OF EXISTING V % EXISTING EXISTING F RESIDENCE EXISTING LINE OF EXISTING RESIDENCE EXISTING EXISTING EXISTING r EXISTING L EXISTING DECK ui U P EXISTING PLAN . . z N SCALE: 1/4" = 1'-0" = W Wf O Q 0 ry c/) z W1 oW � W z Q Ld Q 0 W � � Q E— w - W o � _ � 0- Q 0 J o N Q w W UNE OF EXISTING R F N T REMAIN 12 12 EXISTING LINE OF EXISTING Charles M . Thomas EXISTING rROOF LINE TO REMAIN IUNE Of EXISTING 1 ROOF LINE TO REMAIN a r ^ h ' y Q ^ y 9'-0" PLATE HEIGHT PO BOX 877 JAMESPORT, NY 11947 (631) 72277-799L3 PROJECT T.O. WINDOWS ILIJA EXISTING CONDITIONS T.O. FIRST FLOOR DATE: 2/3/25 PROJECT No. E EXISTING REAR ELEVATION DRAWING BY. CMT SCALE: 1/4" = 1'-0" CHK BY. DWG No. �- 001 00 1 OF 1 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAA SU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS P I P I N G — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING w JOISTS OR APPROVED DEFLECTION ... �.,; ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 ` SLOPES THAN W NO w t� / TOP PLATES TOP PLATE LING SECOND STORY TOP PLATE— TABLE 3.1 ATTACHED TANISHED O RAFTERS 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/18o SEE DRILLING AND "� GYPSM BOARD INSTAL N JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING AND SEE DRILLING AND MEMEBERS DIAMETER 40% BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH 0 WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 - 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE STUCCO FINISHE „ d NAIL AT 6" O.0 NSTALLED IN ACCORDANCE / EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE o y ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS 5 8" MIN. TO EDGE — FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT L/240 NOTCH MUST NOT EXCEED / BLOCKED AGAINST NOTCH MUST NOT EXCEED WITH FLEXIBLE(o)a FINISHES —BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the WITH WFCM 3.3.1.3—END RESTRAINT „ GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAMEJJ VIF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED v7 LAP JOIST 3 IN, MIN, CUT INTO STUD — glass or sandwich panels, the total load deflection shall not BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of O � OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall rn N N SILL PLATE � JOIST .o , 16d NAIL AT 24" O.C.J INSTALLED WFCM TABLE03DANCE WFCM 2015 SB C HIGH WIND EDITION not exceed L/,2D TABLE R 301.2221 WFCM 2015 SB C HIGH WIND EDITION L (D 0) s ° SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT e SUBFLOOR FRAMING MEMB,�RS AT PANEL COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 0 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS NON—BEARING WALLS: R602.6 (1 � 2 LATERAL BRACE AT 6 O.C. N TYPICAL MALL FLOOR & ROOF FRAMING FOR SI: 1 POUND PER SQUARE FOOT E 0.49 kN/M(2) 0 � JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) (v FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 FASTENER SPACING (inches) SEE STUD TO RAFTER Z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLELUIJ IOR STUD TO STUD DETAIL GABLE END TRUSS 0 < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL CONNECTORS Q TYPE — < 6 FEET < 8 FEET 1/2' SPACING—� A A R QUIRED ALLOWS E CH SIDE _8d 0 0 0 NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN ' NAILS ANCHOR WITH 2" EMBEDMENT INsraLu,TIONF HEADER STUDS ---FULL LENGTH 0 J LENGHT DOUBLE A q WA STUDS 5d COOLER NAILS AT 10 O.C. Q CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH STUD MIN. o AT HA DW RE ° ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS N0. 10 WOOD SCREW 16" 12" 9" HOLDDOWN a TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD ° ° NOTE: SIMILAR REQUITED N UP LENGHT ADDITION TO CONNECTORS AT „ 0 W o ° CONNECTION AT Co EC R 5d COOLER NAILS AT 7 O.C. FOUNDATION. EA H SIDE R UIR WALL STUDS AND AT TOP AND Z 0 ° 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP LL.I 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL A ° NAILS AT6' O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS WTH 2" o (n LENGHT EMBEDMENT FI GU CONNECTIONS FOR OPENINGS I N Q W SUBFLOOR (WFCM FIGURE 3. 6 ) G S 8d NAIL AT 4 O.C. ENDWALL STUDS I a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I = Uj FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. �- FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST ZD w 12" MA11:f a_ X. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN „ "' o AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. 0 11 SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. CD s:�C' TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING JPROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILING RIDGE TENSION STRAP cN LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N v H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1 4� C14 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MA 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / HOLDDOWN ° ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW � (HDU) o o CONNECTED TO ROOF RAFTER ° o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS w ° FOUNDATION CLEARANCE FROM SCOPES GABLE ENDWALL, BALLOON FRAMING o ° STUD (MIN•) PREFERRED METHOD 20 G A. STRAP— DOUBLE z 1 i WIDE MIN. AT HARDWARE RAFTER Q w 4 8d NAIL AT 12" O.C. ON o U_ W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL ECGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT � FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL C CONNECTION o TABLE R301 . 5 NOTESC%j FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECITRONb. I R802.4.1 ED TO ATTIC CONVENTIONAL GCEILING THE EQJOIS S REQUIREMENTS 1" T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND S I m son S t r o n Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO p g 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Framing 1 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE2 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. a� 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND a NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 CI) W 3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT UATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SD WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP DECKS 40 V TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 L. INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ® ACCORDANCE WITH co HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED x TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ®I NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ® (TABLE 3.1, WCFM 2015 =:1 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 �}{ ® 9 LOAD REQUIREMENT. `V o HIGH WIND EDITION) ®I o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 a 8d NAIL AT 6" O.C. 0 Z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ®I ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AN (B) INSIDE CORNER DETAIL NTH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE I 2 C O R N E R BRACING DETAIL TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS _ MET: 0 o EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITIONS -= TABLE 3. 1 WFCM 2 018 HIGH WIND E D I TI 0 N ) The design of this structure is based upon prescriptive approach using the _ SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCH ED U Lf_ published by The American Forest and Paper Association. Non- Structural elements C N I UPLIFT, BC GENERAL NOTES: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES) RESISTING SUPPORTING NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, , �, q*,3 For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING P 9 9 1/2" ANCHOR BOLTS 31 sheet no. 1 t _! COMMON NAILS 1 - FLooR having jurisdiction and best standards of construction a LATERAL AND SHEAR LOADS 2 - FLOORS 5/8- ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. +: �. � . �` rill 4-8d PER RAFTER STUD Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED / 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2B Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on thisproject. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE p CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. F- TRIM BOARD TO RAFTER END-NAILEDI Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o_ WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety - Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written a Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies Worker Flame Spread and Smoke-Section R315 Compensation, etc. and general liability mount not (n TOP OR BOTTOM PLATE TO STUD (END-NAILED) Insulation-Section R316 g y P ( z `�° ,- N 3-16d PER 2X6 STUD less than S 5 million and automobileliability lity in nand damage Z N N 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be in N FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 named Insured on any and all policies. 5;Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous (0 a) FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmonized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Elevators an Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is 0 0 to be presented to the Owner at the completion of the job. �� ` V BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes �-- 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W 0 BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^' ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York ` V Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD » » » 9 (' W 2-1 3/4 x11 7/8 Microlam Girder (or 3 1/2 x11 7/8 Power Beam) 15. The insulation protection as indicated on these plans exceeds 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier Z Q GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG / # P the Code's minimum standards. Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and j GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for > O " CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4 EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. r l CEILING SHEATING 17. Architect has not been retained for site supervision, on-site lJ Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing Pour no concrete on frozen ground or in freezing water. 0 STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Provide 3 1/2' steel lolly columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently cc braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 Q W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 Q " ' Floor joists: see Foundation and Floor Plans, spacing as noted. Q W Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: r: NOTE: WFCM, Table .2 and Section 4 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. STRUCTURAL PANELS Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' R LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. » GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrap. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB in wet areas Simpson Strong-Tie o RAFTER TO STUD CONNECTION USE: N At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 f-- of section R310. USE 8 16d NAILS AT EACH END (--- Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d x 1 1/2" U ILIJ (n Follow exterior corner framing detail figure R602.10.5 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < � SIMPSON H-8 USE W/ONLY 5 =_ _= percent slope), o LJ MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) BP-3 PLATE up to four (4) units vertical GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie twelve (12) units horizontal (33 -percent slope ), GIRDER 4- 8D TO PLATE PLATE IN ® EACH JOIST 7" MINIMUM EMBEDMENT underlayment U210 2X6 (EVERY STUD) STUD TO S shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip ATTACH T (SEE ANCHOR SCHEDULE, PORCH POST TO DECK USE: of PS720 (ALIGN WITH JOIST BELOW) �. AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to ,1 SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4-J 8" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y4" X 3" WOOD SCREWS a overlapping H2.5A AT EACH ROOF RAFTER successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 1/2" CZ7" MIN EMBEDMENT four of For roof slopes4 units vertical in 12 units. N :D (SEE FOUNDATION PLANS A-3.1 AND ( ) ( ) TYPICAL PORCH DECK LEDGER Ice Protection Section R905.1.2 A-3.2 FOR LOCATION) ( ) CONNECTIONS- (MINIMUM(MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) SIMSON STRONG - TIE Flashing (Section R905.2.8) O ,� D , I I >" » Chimney and firespaces - Chapter 10 STU a• BEARING PLATE ' 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report e "• ' >' D . °• a yl a • ' „ Mechanical - Cho ter 12 DOUBLE 2X MIN. o, ° •'e .•°•s a s. ,° p= �,a p, 4, ,° USE 4-8D NAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR ►' , •°1e °•b' D .'e D .' ' D .'>' ° > Heaitng and cooling equipment - Chapter 14 BEAM -� c •e c °�a alf e c ° Exhaust Sustem - Chapter 15 n° Duct System - Chapter 16 •� Z s? ' K . °• DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Cha ter 17 Simpson Strong-Tie _ D s' D ► D • > DA P °•a °•a tip•a a _a M,Ba i s° Plumbing anPart VII d Vents - Chapter 18 AT EACH POST ~ . , > i''•• °• SEE PLAN SSP = J a 1 3/4" IMU ° °•°s�'� ° Flood Zone - 301.2.4 /1 EDGE DISTANCE '°•4,d y s° HEADER FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie = ' •` '. � U CONNECTION KING STUDS CS20 1X" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---,, L JACk: STUDS OVERLAP AT EACH I1.. SIMPSON STRONG - TIE SIMPSON STRONG-TIE STUD . Co 1 1/4" COIL STRAP - H2A 16" O.C. USE 4-8D S D IECOVER CNW NUT COUPLER 0 NAILS AT EACH STUD AT EACH ROOF `U RAFTER USE 8-16D ` I �' MIN EDGE NAILS AT EACH END, o �� :::_` DISTANCE* MIN OVERLAP IS 12 �4cK o SILL 12" MIN OVERLAP PER ' COMPONENT RT2.5 = - STHD8 MIN EDGE SHEET NO. STUD TO ROOF RAFTER DISTANCE* ~= �'• '•••4'•- WRAP UI4DER SILL PLATE CONNECTION FLOOR TO FLOOR Simpson Strong-Tie TYPICAL STRAPPING FOR CONNECTIONS' AAB *NOTE:T EACH POST FOOTING MIN S MANUFACTURERS MD DISTANCE OR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL INSTALLATION SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS