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HomeMy WebLinkAbout46703-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' SOUTHOLD, NY A 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#: 46703 Date: 8/17/2021 Permission is hereby granted to: Phillips, Peter 6 North Dr Malba,_NY 11357 -_.__....�n___.. w_____._...._.� .........._ To: Construct additions and alterations to existing single family dwelling as applied for, with SCHD approval. At premises located at: 1055 Stanley Rd SCTM # 473889 Sec/Block/Lot# 106.-8-54.4 Pursuant to application dated 8/6/2021 and approved by the Building Inspector. To expire on 2/.16/2.0.23. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,308.00 CO-ADDITION TO DWELLING $50.00 ....................w. ........ Total: $1,358.00 Building Inspector VF m 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 wwLINm gutho�mdtok!�t:In a)„wV For Office Use Only c Date Received mow„ Zj PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications 2021 � will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. l��t : _......._ ......_.. Date: � � � �� °w �n�' DU 1 SII R IWI DSII 1MIT .._ ...� ........ OWNER(S)OF PROPERTY: �11 i m_mw......... .... - .. . mm..M.M.........w m_._._....... ..e e Tax Map#:SCTM#1000- j Q(O —�—5y Names... 2+eY P h....� w........... ._ Physical Ad....... v NY y Address: � lo5m_.M� � Lane, MG.�I�UC Phone#: q 11314 _ Z032 Email .M.M._.ww....... m_..gw.... _... .... ........ Mailing Address: 1(o`5 b0 wppck Lu-*% , t_kc� -\\Scy, ...______._....... ..........___... _ ... ....._�._..._..._..... ................ .......... ...�. CONTACT PERSON: Name: 1rtiUlC OY1/IUS �...ww,,,,_ Mailing Address: .1._.I `.' 's µ...._ < <�ym Phone#: 51(o 36101 ail: CCA rr o_► , OL0 • Gorn DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: -Po BC))( 0�1-1 .._ ........_.. Email: _ _ ..........._....... Phone#• -� _3� i�1 ...... Cd -'norraS b... I w� CONTRACTOR INFORMATION: ^^^^ ....... -____ .._. _ ...........�... Name: .... ...... Mailing Address: ........�.�w._.......... Phone#: Email: _.... _..._..._ .._� ------ _.__.. DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition _ ...w._._ Estimated Cost of Project: JW ❑Other Will the lot be re-graded? ❑Yes 16o Will excess fill be removed from premises? ❑Yes Ems..... PROPERTY INFORMATION ____.M_ ...._._r......._w ' �...._.__.......w._�..� -1------ Existing Existing use of property: 51 1e �1 � y e Intended use of property: Date of Purchase: Name of Former Owner: 1 Zone or use district in which remises is situated: this there c❑Yes n YESc i _.,. p y Ions with respect to ROVIDE A COPY. __....-..�..--��--. ---------- w_-_- ------ ... ... ...... �........................_.. 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. W / ----- Application �............... pplicaio S Y(p e) .M_� ........ Agent ❑Owner A lication Submitted B (print Iia ..........M.Mw ,,- Signature of Applicant: " Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Ivk _ _ ..._.__®.........ww_.ww. (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 _r_day of e 2I )� N a y blic do Murphy-Apicello Notary Public State of New York PROPERTYCounty of Suffolk .,..�„„ .. the a licant is not the. w�...................�. REG#01 MU60 (Wherep owner) ExpiSDS April 14,20167 I, vt t residing at tA1 c� o° 4� r� 1''A7?IT,J, Y 1i q Y2- do hereby authorize ff oi to apply on my behalf to the Town of Southold Building Department for approval as described herein. 0 Aignature ate ..............._ (� 1L t t Print Owner's Name S 81223 E S�. ,� _. w 8-276.25 rn w j 1 ,a q '2 a"ti m ti"� a TFT �T(� � .,-;�tie� q £01 0 P.?To r C'� 09 J iN SN p� J!4Z a 0;M. Cl) ru;rcarsl:ri t„t i avyn'e�`^ n9 f9� irD� W g ; O, 1co /,w/'r',, o / z a a ( uj IL' .Fri L: 00 WOO.. M � � ✓' �y� p„f5 14410 \� 5 ` a Q - glfy`iGY. r F Lh .rtAM ' ;y,...-, �{, M_y 2 m.-..... -'. r 1mr o fal G, ry�In 1 µ DROWN LOAM OL $ H 11 -- 01 L Nsa _..h E MF'AL 3-4 Tt ...rte^ 4 c N a8^53'00"E ...FENCE Cr uw ITN200.30' BROWN SILT ML .....�....- I Tl.7CtvU4 V,: r 5 PALE FROWN FINE. SF' aT 24 @yu,M6ft P.' TAX ,4 TAL r XE, WAmR F.O, ZDue. ..pue+.lc D r n¢sr Fers'S� BROWN CLAYEYSAND SC as a za 23 ao mmmm ga 1 inch =40ft. GRAPHIC SCALE IN FEET PALE BROWN FINE` � ) SAND SP -- ..,,,_........---- 29' COMMENTS:NO WATER ENCOUNTERED (.3s, 7) TAX LOT 54.004 TEST PIT DATA DRAINAGE CALCULATIONS NEW ADDITION: AREA= 48,089.0 SO FT _..._ — 1.10 ACRES BORING DATE 4/1/21 - THE F ROPOSCD ON,SITE DRAINAGE SY51 EM TO PROVIDE INFORMATION PROVIDED BY STORAGE FOR AN 2 112"RAINFALL IN NEW&DIAMETER DRYWELL5 MCDONALD GE05CIENCE PROVIDING 42.24 CF PER VERTICAL FOOT OF STORACF. THE DE51GN IS RASED ON THE,FOLLOWING RUNOFF COEFFICIENTS: BUILDING-I.00 STORAGE REOUIRFD: BUILDING ARFA: 2050.3 5F X 1.00 X 2 1/2"- 42GA CF A(E'l1f I' 42E.4/42 24=10 VERTICAL FEET REQUIRED 1 INo"6 .AGC NO WELLS ROUND WII HIN+q�„4" F UDTICT h"(?F'h".G".T"Y 51ORAGE PROVIPWD 5 T 8'0 DRYWELL-I O VF x 42.24 CPNF=422.4 CI"" PG"tJP?7,:aCD�ANITAF?.Y x4�riCM C, . .. _ IFi c NOTES: C}M T,)�Pl[J I rOC,!GAN .TLY CIC'YY4BVP� � � � (V)&x 16 x DEEP LEACHING I'JC:YI ; B 1.ALL DOWN3POUM,TO 6E PIPED INTO ROOF DRYWF_"U., P@ CPCS.aED 0I CYPAN510N LEACHORG, POO[ 2.ALL 01-5111(DRAINAGE 15 TO BE IN2,11C1111 BV'1111 TOWN OP 30UT11(D1, Bunr2Nyc,IlvseecroR, 6C REVISION 6-6-21 ADDED SAM SYSTEM (14621)-- DENOTES FILED MAP LOT NAAS riL Lir/�i�l� LOYAL HDTEB: ��i% ��'�,% T. EASON LAND SUKVEYOI 'F'T�`"�"���°°�"'-'-f"'.:,... ,P°D 1 UNAUTHOR6ED ALTERATION OR ADDITION TO THIS SURVEY 8 VIOLATION OF SECTION 7209 OF THE NEWYORK STATE EDUCATION LAW. �1)(�f,'" /(Gf PU Shl'c..106 Bl-K.8 T.OT� 54.004 COPIES OFTHIS SURVEYEALSHALL MAP ECONSIOT RING ERED T SBE A URVEYOR'S RUE COR �/ �" �� 22 POPI✓1.R STTi[,f,:T,PORT jFT'Z'hR SO `�1L'IS N.LS'(�UTrTON,NEW (ONLIIVI NL'T DEFT 11776 ENDOFI ATIONSNDICAT D HEREONSDEREOTOONLYTO THE DOM. AERTIF GAT DNB INDICATED HEREON SHALL RDN ONLY TO THE ,,. ,/l reDNF(r:1)474-2200 IF-r6r)za'r�oa9l ( cr,Flrr:::5-2.�-zl NIPERSONS FOR WHOM THE SURVEY IS PREPARED,AND ON -- - PERSO — HISIHERfHEIRBEHALFTOTHETITLECOMPANY,GOVERNMENTAL AGENCY, rl)', TT iN AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT Jl l..l�l_LlI1V d R())(-c-1 NE,(MBJ�& MLT10...140 TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. --------- 2THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND OTHERRV(^1 �1'('I'OB ✓µ PERTINENT FACTS WHICH AN ABSTRACT OF TITLE MIGHT DISCLOSE. J`l ll✓ : PETER PHILLIPS OF NES, 3OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND SHOULD NOT BE USED AS A BASIS FOR CONSTRUCTION OF FENCES OR OTHER MAP pp: SUNSET KNOLLS, SECTION 2, FM 448,5 4-9-1970 STRUCTURES 4?SUBSURFACE STRUCTURES ANWOR UTILITIES,IF ANY.NOT SHOWN. T OTHERWISE ERWISEN TED.OFFSETS SHOWN ARE TOCENTERLWEUNLESS LOCATION: MATMCK TOWN OF SOUTHOLO NY Co A OTHERWISE NOTED � , , I CENT TY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT PETER PHILLIPS OF A PERFORMED IN THE FIELD UNDER MY SUPERVISION ON FD To: T(Dk, USW20u90F EY,THE LAND THEREIN PARTICULARLY DESCRIBED. CEx'ITf'L1 'M� IIj .Y THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A p MATHEMATICAL LY CLOSED FIGURE.THIS SURVEY WAS PREPARED IN NOT FOR TITLE PURPOSES ACCORDANCE WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEWYONK STATE ASSOCIATION OF 1 PROFESSIONAL IANOSURVEYOft9 THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. " ^F=ICHlTECT REVISIONS D E S C R I P T 1 0 N PROPOSED NEW ROOFROOF PITCH TO BE DETERMINED BY MATCHING HEIGHT OF EXISTING CONSTRUCTION ROOF RIDGE - - 12 - - - 12 12 EXISTING QEXISTING (4) EXISTING ROOF FRAMING 11 TO REMAIN MATCH EXISTING (4) 12 SHINGLES TO MATCH EXISTING (4) L MATCH EXISTING FRIF ROOF SHINGLES TO MATCH EXISTING f-XISTING ROOF SHIPJGLES TO REMAIN PLATE HEIGHT TO MATCH EXISTING FASCIATO MA R�EZe PLATE HEIGHT OF FAMILY ROOM EXISTING EXTERIOR 'q DETAILS EXISTING SHINGLES 9'-2" PLATE HEIGHT TO REMAIN — — — C12 / EXISTING BAY MINDOW 6" FRIEZE BO TO BE REM VIED — (TYPICAL) SHINGLES TO TRIM EXISTING 7'-4.5" T.O. WINDOWS MATCH EXISTING RAFTERS TO WALL ES T I _ _ _ AS SHOWN MATT CH EXISTING 5/4" WINDOW i 5/4" WINDOW & DOOR SURROUNDS (TYPICAL) � EXISTING EXISTING & DOOR SURROUNDS EXISTING T Y P I C A L � CHIMNEY IN V CIW255 I I EXISTING L _jEXISTING SHINGLES TO REMAIN TING SHIN T.O. FIRST FLOOR EXISTO REMAINLES 9080 GLASS O.H. DOOR -11 9080 GLASS O.H. DOOR 9080 GLASS O.H. DOOR NOTE: GARAGE DOOR SELECTION PER OWNER Ld 47'-6" EXISTING I. � 0 ADDITION _ W ' O N 0 T E: I— W 0 MATCH ALL EXISTING EXTERIOR DETAILS IE: FASCIA LINES, SIDING, ROOFING & RAKEO It BOARDS C) Q LO I— _j 3: 1 z (� WJi E FRONT ELEVATION O 1 SCALE: 1/4" = 1'-0" j F- Ljj 0 z CO o O Q 1 rnU O C) vi OU O Lj CL 0 O NOM-PROPOSED ROOF CRICKET v , ROOF PITCH TO BE DETERMINED BETWEEN EXISTING REVERSE GABLE O L 1 AND PROPOSED ROOF OVER SUN R00 PROPOSED NEW ROOF BY MATCHING HEIGHT OF EXISTING PROPOSED NEW ROOF ROOF RIDGE SEE ROOF FRAMING PLAN CONSTRUCTION CONSTRUCTION - - O r� 1 I I 1 1 IF EXISTING ROOF FRA ROOF SHINGLES TO f— TO REMAIN MATCH EXISTING 12 ill lilt liltD MATCH EXISTING (4) 12 12I1y=j4jj==1==j== JI 11 1 11 FASCIA TO MATCH EXISTING D MATCH EXISTING (4) EXISTING ROOF I SHINGLES TO REMAINROOF SHINGLES TO EXISTING EXTERIOR FR�EZ MATCH EXISTING DETAILS F SHINGLES TO PLATE HEIGHT TO MATCH EXISTING -MATCH EXISTING PLATE HEIGHT OF FAMILY ROOM g.—z.. PLATE HEIGHT SHINGLES TO SHINGLES TO MATCH EXISTINGMATCH EXISTING SHINGLES TO WI 5/4" NDOW EXISTING MATCH EXISTING �4444447'-4.5" T.O. WINDOW Se DOOR SURROUNDS S (TYPICAL) 5/4" WINDOW EXISTING EXISTING EXISTING EXISTING XISTIN & DOOR SURROUN S ,(TYP I CA L)I e" x 8" a m EXISTING SHINGLES 3056 3056 3052 3052 3056 3056 COLUMNS WRAPPED PE TO REMAIN EGRESS EGRESS TEMP TEMP EGRESS EGRESS EXISTING BAYT OW WINDOW TO REMAIN J,N _FTT`FT_rTTT` L FWH180611 T.O. FIRST FLOOR ADDITION EXISTING SUNROOM FOOTPRINT TO REMAIN THE SAMEADDITION Charles M . Thomas a r c h i t e c t REAR ELEVATION PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E 2 SCALE: 1/4" = 1'-0" PROJECT PROPOSED ELEVATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DATE: 7/30/21 PROJECT No. DRAWING BY. CMT GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM IIWINTER ICE SHIELD FLOOD LIVE DEAD WALL SHEATHING USE/ HEIGHT FIRE TYPE OF MEAN CHK BY. SNOW SPEED DESIGN FROST DESIGN UNDERLAYMENT HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION ANNUAL TEM DWG No. LOAD (MPH) CATEGORY LINE WEATHERING TEMP. REQUIRED TERMINATE DECAY CLASSIFICATION WR0071 -Ka 45 PSF 130 B SEVERE 36" MODERATE SLIGHT TO 11 YES FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE = 6.72 PSF EDGE ZONE = 35.6 PSF R-3 31'-6 3 4 FIRST FL. =1,315 SF TYPE V 1 of 6 TO HEAVY MODERATE FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE - 28.9 PSF " SECOND FL =906 SF 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 P, RT, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITU E PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ,_ ;J s., . ARCHITECT l REVISIONS D E SCR I P T ION I PROPOSED NEW CONSTRUCTION ROOF FRAMING ROOF SHINGLES TO MATCH EXISTING PROPOSED NEW ROOF EXISTING ROOF CONSTRUCTION SHINGLES TO REMAIN I I I 111 11 1ROOF SHINGLES TO MATCH EXISTING 3� EXISTING ROOF FRA ROOF SHINGL S TO ROOF SHINGLES TO TO REMAIN MATCH EXISTING MATCH EXISTING FASCIA TO MATCH PLATE HEIGHT TO MATCH EXISTING EXISTING EXTERIOR PLATE HEIGHT OF FAMILY ROOM DETAILS 9'-2" PLATE HEIGHT 6" FRIEZE BOARD HIN (TYPICAL) r77 MATCH EXISTING 7'_-4.5" T.O. WINDOW_S 5/4" WINDOW 5/4" WINDOW & DOOR SURROUNDS EXISTING EXISTING EXISTING & DOOR SURROUNDS (T Y P I C A L) EXISTING SHINGLES BAY (TYPICAL) TO REMAIN WINDOW N SHINGLES TO MATCH EXISTING m 3056 3056 3056 �- EGRESS EGRESS EGRESS LJJ z UJ zz o FWQ-15068 T.O. O FIRST FLOOR >- - - z Q z o_ .� > �-- > U 28'-0" EXISTING SUNROOM FOOTPRINT TO REMAIN THE SAME 9'-6" D v EXISTING ADDITION // W w zz o z E SIDE ELEVATION o U U � o 3 SCALE: 1/4" = 1'-0" Q U o J o CL CD Cl --� F- f- C) J O U ® Q U 0 � PROPOSED NEW ROOF CONSTRUCTION PROPOSED NEW ROOF CONSTRUCTION I TTI 11 1 1 ill 11 ill 14.111 Hill ill Ili 1 11 Ill 1 1 11 1 11 IIT I ii FASCIA TO MATCH ROOF SHINGLES TO ROOF SHINGLES TO EXISTING EXTERIOR MATCH EXISTING MATCH EXISTING PLATE HEIGHT TO MATCH EXISTING DETAILS PLATE HEIGHT OF FAMILY ROOM 9'-2" PLATE HEIGHT 11 1 47�74 111 11111111111111114 11144141 6" FRIEZE BOARD 7'-4.5" T.O. WINDOWS (TYPICAL) 5/4" WINDOW & DOOR SURROUNDS (TYPICAL) C-4 SHINGLES TO SHINGLES TO Charles M . Thomas �u� MATCH EXING v STIMATCH EXISTING 3056 3056 3056 3056 a r C h I t e C t EGRESS EGRESS EGRESS EGRESS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 8,. X g., COLUMNS T' ffIT'r' '7777777 7Tr 77 7-F WRAPPED PER T.O. FIRST FLOOR OWNER PROJECT PROPOSED SECOND E SIDE ELEVATION FLOOR PLAN 4 SCALE: 1/4" = 1'-0" DATE: 730/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. W-F002-F070 2OF6 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.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. 36'-6„ �/► 65'-5" 6'.! efj PROPOSED ADDITION EXISTING HOME ;,: r t.,,� 19'-0" 13'-6" 4'-0" 21'-3" EXISTING FOOTPRINTS TO REMAINS '" ',' ARCH ITECT LEGEND '�;�l.e •m-�� _ _ EXISTING (3) 11 7/8" ML HEADER o o —--_ - TO BE REMOVED REVISIONS D E SCR I P T ION Q - PROPOSED FRAME WALL =1 I PROPOSED �_ PATIO EXISTING WINDOWS TO BE I BLUE STONE ro 1 �00 00 REMOVED 1• 1' ��� f EXISTING DOOR TO BE REMOVED �I 3'-7 5'-104" I 5'-104" 3'-7j I� 6'-3" 7'-3" 2'-0" 2'-0" 2'-88 7'-11 7'-11 2'-8$ M 3056 3056 � EGR SS FWG 8070 EGR SS 10 1 3-1 3/4" X 9 1 " MICROLAM HDR = EXISTING N DECK N N I HD INSULATION I NO CHANGE LO `� IN COMPRESSED 'n r7 W AREAS I w I 1 2"X10" CE ING JOISTS LINE OF EXISTING ® 16" O.C. W R-4 BATT INSULATION I ;r, DECK TO REMAIN I w o w w Q a G I o I I, CONSTRUCTION 1 PROPOSED o 1 (TYPICAL) MASTER 0 LINE NEW CO l z N w BEDROOM J 1 zCD K z CONSTRUCTION 3 56 FWG 12 70-4 3 56 IJ OI0 w I Q (TYPICAL) (3) 9 1/ ML HDR KING M U BED SMOKE Y N 2)3 52 ODETECTOR a > _(T P _ _ 3-1 3/4" X 11 7'8" MICROLAM HDR _ _ I _ 6"X6` POST 6„ 6, "X6'POST 3-1 3/4" X 9 i/2" M CROLAM HDR iN N oI Q PROPOSED to to TRAY CEILING TO 10'-0" w z ( I 0 FREESTAN ING SHOWER REAR I O r7 4"X6` POST- TUB O rua BLEEv ENTRY N I (1LO 10 I 1 18' 0" I Ln 13'— 4'-0" 20' 3" �o w I I 1 3'-0" 4", 6'-2" .4' 3'-4„ _ NEW CONSTRUCTION o I O N I' PROPOSED (TYPICAL) _ M w 2" 10" ROOF RAFTERS 2"X10" ROOF RAF RS MASTER ^T o 0 0 6" O.C. 0 16" O.C. I 0 Ix � w BATHROOM 2"X10" RR 0 16 O.C. w 2"X10" RR 16 O.C. Do 1 0 0 125 CFMEXHAUST TO EXTERIOR W R-38 HD INSULATION ool� W. R-38 HD INSULATION 3 kr ,gyp x x L� Z W O tip a EXISTING : O aT_ W 0 0 -0" s'-s 3'-0" SUN ROOM o M N of LIN LIN CATHEDRAL CEILING M z 0 z PROPOSED I CLOSET CLOSET c� 0 vii O LINE OF EXISTING KEEP SAME FOOTPRINT BUT X Ln WI o I p o 2"X4" WALLS TO RE-FRAME WITH 6" WALLS TO I— CLOSET ry0� p1 1 BE REMOVED 1 r• 1 ti ;•� I NEW PLATE HEIGHT _ Of SMOKE C z DETECTOR I IQ � W I- CARBON LLI 0 O NEW CONSTRUCTION Q_MONOXIDEDETECTOR I O w 0 ' r%)loo O o Q 6' 30'-1- 5'-0 4'-0" j Q O PROPOSED ul EXISTING Q p G / (� o 1 , o 125 HAFAN LF BATH ,yo^ �s�IOR 0 �5�\j �FF'srN� v u O I I I EXISTING EXISTING EXISTIh1G Qc/) O O o '0 LO O 1 — LINE 0 EXISTING ' I O ml I 14) CLOSET LINE OF EXISTING WALLS TO REMAIN w�} D 17- < a — — — — — _ _ _ STEP UP TO BE REMOVED (T PICAL)LO (J J w BATH O I n Ii� M z l I 1 1 I O I NO CHANGE w I - u J EXTERIOR LINE OF EXISTING PROPOSED I / O z O J /n TO BE REMOVED i 3 CAR GARAGE I I l a 0�0 PROPOSED I 501 �Ln EXISTING Of z z p (TYPICAL) <1 1 1 HR. RATED ` MUD I of w KITCHEN EXISTING LL EXISTINGcn U Iz w DINING ROOM �w w Q (n �1 1 5/8' TYPE X SHEETROCK ROOM _ 1--W NO CHANCE I o o MASTER " 1 WALLS & CEILING �fA oop I j SMOKE LINE OF EXISTING <> EXISTING P A NO CHANGE Q 0: BEDROOM O�DETECTOR WALLS TO REMAIN O HEIGHT 12' 6" �E- <n I O�� n I m (TYPICAL) LL Z NO CHANGE PROVIDE TILED SHOWER O Q N of PAN S PITCH TO DRAIN O J EXISTING w �I I 6'-0" LONG 2"X10" C LAR TIES ® 16" O.C. P� 1 tO 1 ®WASHER. VENT DRYER y 00 x ¢J N z TO EXTERIOR Y I O _1 12'-6" ABOVE NISHED SLAB 14F,i 1 oo EXISTING PLATE o ( BATH EXISTING 0 1 / I I I w N =1 HEIGHT 9'-2" X NO CHA G CLOSET o f c 11 I I I =1 N a NO CH A E c0 O w l O 1 I I ¢ O U J ��// I I J 00 I 1 J w EXISTING COLU e EXISTING COLUMN N 1 I Iti m PROPO$�D TO REMAIN TO REMAIN 0 � N t o RIDGE N EXISTING STEP UP a w 1 d ILLI I w 1 EXISTING 04 1J d W CLOSET o 2 6'-2' EXISTING o EXISTING RIDGE NO CHANGE o N S 1 2"X1 " ROOF RAFTERS 1 2"X10" ROOF RA TERS FAMILY ROOM - Z LINN7=XI NG - - - - Z 2 Cs 16" O.C. HD R-36 INSULATI © 16". W HD R-38 INSU-TI0�1 - Tf '0 c� w I WALLS TO REMAIN S �� I Iw �p NO CHANGE z i DN TYPICAL 2 tiF� 1 1 11 N_ z w w 11 in lc'i u)X O EXISTING STAIR EXISTING O 1 I 1p w w w DOWN TO UNFINISHED EXISTING LINE OF EX ING p H— EXISTING CLOSET CLOSET /� I PARTITION LS I tL w 0 BASEMENT TO REMAIN NO CHANGE NO CHANGE II 1 II II 1 II II q Fy I I II TO BE RE ED Q LIVING ROOM Iz EXISTING HANDRA 1 (TYPIC EXISTING RR TO BE TRIMMED CC 0 II TO WALL AS SHOWN NO CHANGE v1 TO REMAIN N II I I1 I I ( 1 I II ) 1 EMOVE EXISTING ROOF EXISTING RR & CJ TO 0- L`' EXISTING ROOF RAFTERS Q M II 1 122'-6r1 1 1 11 11 15,— I.,1 1 AFTERS 6' 8' 6" REMAIN 13'-4" o TO REMAIN w S ILd 0 Ld 3-1 3/4 X 9 111/2" ` ENTRY of N EXISTING 0of EXISTING II 1 II II I I I II II MICROLAM R 1 \ BLUE TONE EXISTING BEDROOM O BEDROOM NO CHANGE NO CHANGE 4"X6" POST FIRE PLACE z z 1 4, 90800.H. DOOR _ w Charles M . Thomas II 11 II _ _ II (2) 11 7/8' ML HE DER cn (n 1I - - - - - F 3-1 3/4"1 X 9 1/2" 11 11 3-1 3/4" X 9 1/2" II - - - - - - - _ - - x X CW 55 � ExIsrlNc w MICROL M HEIR MICROLAM HDR I EXISTING a r C h I t e C t CHIMNEY N REMOVE EXISTING BA) EXISTING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 9080 0.-1. DOOR 9080 O.H. DOOR WINDOW & REPLACE WISH WINDOWS AS SHOWN Simpson Strong—Tie HDU (CORNER HOLD DOWN) (TYPICAL THROUGHOUT, SEE DE AIL) EXISTING PROJECT PORCH EXISTING EXISTING 6'-6" 10'-6" 6'-6" 6'-4" 9'-2" 4'-3" 4'-3" 4'-4" NO CHANGE 23'-6" NOTE: EXISTING 3 BEDROOM, 1 BATHROOM HOME TO UNDERGO ADDITION ADDING 1 BEDROOM AND 1.5 BATHROOMS TO THE HO , THE PROPOSED ADDITION WILL MAKE THE HOME A 4 BEDROOM, SED A 5ING H BATHROOM HO PROPOSED FIRST FLOOR PROPOSED ADDITION EXISTING HOME PLAN 105,-8" P PROPOSED FIRST FLOOR PLAN N DATE 7/30/21 SCALE: 1/4" = 1'-0" PROJECT No. EXISTING HOUSE— 1928 SQFT DRAWING BY. CMT CHK BY. PROPOSED ADDITION— 1073 SQFT DWG No. EXISTING GARAGE— 754 SQFT ❑A — 003-00 PROPOSED GARAGE— 1073 SQFT 3 OF 6 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. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE.FO 36'-6" 65'-5" ADDITION l�z2 i',�ta 3 EXISTING EXISTING SUN ROOM FOUNDATION ARCHITECT 19'-0" 13'-6" 4'-0" 44'-2" .,.�, _e ,ti .4 �4�� TO REMAIN - - - - - - - - - - ( REVISIONS DESCRIP T ION PROPOSED r UNEXCAVATED I o ` 4" POURED CONCRETE SLAB I 00 I � OVER 6 MIL. POLYETHLENE I oo i� VAPOR BARRIER ON WELL COMPACTED POROUS FILL PATIO ABOVE I 'o - - - - - - - - - - - - - o ,n I EXISTING 17'-8" I 1 00 DECK ABOVE (`1 8"X16" SCREEN N - I NO CHANGE CRAWL SPACE VENT (TYP.) F I I 8"INE O RED CONCRETE FOUNDATION WALL ON 8"X16 POURED CONCRETE FOOTING N i o I I i MIN 36" BELLOW GRADE. ADJUST IUNEXCAVATED No FOUNDATION ACCORDINGLY TO MATCH 1� 4" POURED CONCRETE SLAB EXIST. FIRST FLOOR ELEVATION (TYPICAL) OVER 6 MIL. POLYETHLENE 00I RONVAPOR BARRIER ON WELL 00 00 COMPACTED POROUS FILL 00 c>0 L[ 11 360 SERIES TJI JOISTS 7'-5" DROP EXIST / — FOUNDATION WALL FOR CRAWL SPACE I I EXISTING FOUNDATION ACCESSI WALL TO REMAIN BEAM POCKET 8" F 19'-11" 7� 8" (TYPICAL @ EACH 00 PROPOSED 1 GIRDER INTERSECTION) I F t I I N N CRAWL o I I I ANCHOR AND BOD TO EXISTING SPACE NOTE: ADJUST HEIGHT OF NEW WITH #5 REBARS 12" O.C. VERTICAL 4" POURED CONCRETE SLAB F- '� FOUNDATION WALL SO THAT SUBFLOOR I — (TYPICAL) OVER 6 MIL. POLYETHLENE OF NEW FJ ARE FLUSH WITH THE VAPOR BARRIER ON WELL I EXISTING SUBFLOOR. LO I I I COMPACTED POROUS FILL I 13'-2 4'-8" Ld f (TYPICAL) " rn � I I I EXISTING FOUNDATION 18'-0" L_ J WALL 70 REMAIN c o I I I I I LEGEND N �o p I I I I - EXISTING O ..� FOUNDATION co EXISTING SUN ROOM SLAB TO co I I — — — — N F-- W O O U WALL TO REMAIN I N REMAIN N I I I — — — — - TO BE REMOVED 00 8" POURED C NCRETE FOUNDATION WALL (_ I - PROPOSED FRAME WALL z Ln 8"X16" SCREEr 3 1/2' STANDARD STEEL PIPE I I Q x z CRAWL SPACE VENT ON 8"X16" POURED CONCRETE FOOTING I EXISTING WINDOWS TO BE F-- F (Tv.) I MIN 36" BELL W GRADE. ADJUST o COLUMN ON A 30"X30"X15" c > i o 1 DEEP POURED CONCRETE I I I I REMOVED /' /'� FOUNDATION ACCORDINGLY TO MATCH 1n Q v J a N 3'-9" I EXIST. FIRST FLOOR ELEVATION (TYPICAL) I FOOTING. (TIP) EXISTING DOOR TO BE REMOVED W p N - - J L- - - - - - - - - — — - - - - - - I I I I I-- - - - - - - - - - - - � EXISTING STAIR -I — — = O NOTE: ADJUST HEIGHT OF FOUNDATION WALL SO THAT TOP of NEW FINISHED SLAB I REMOVE EXISTING FOUNDATION 17- 1:3 FLUSH WITH THE EXISTING SUBFLOOR. o WALL TO BELOW NEW SLAB O (TYPICAL) r 1 29'-11" I I 9'-0' EXISTING FOUNDATION - - - - - - - - - - _ _ _ _ O _ _ _ _ _ _ _ _ - - - - - - - - — WALL TO REMAIN - - J F — — — — F — — — — — — — x — — — 00 _—_— —_— _ — — —_ _ _ _ _ CO — — — — — — — — — I EXISTING POURED CONCRETE I I p CL �(— — — 7 FOUNDATION WALL ON A POURED W — CONCRETE FOOTING TO REMAIN I I Ru) C/) REMOVE EXISTING FOU DAN �— ANCHOR AND BOND TO EXIS I Q 0 > RE WALL TOMOVE SBELOW TING ONEW SLWITHI I WITH #5 REBARS X12" I WALL TO BELOW NEVPOR B 8" 12'-7" g" I VERTICAL 46YP1C � I I I I 81 0 60'-2" I I I EXISTING UNFINISHED O REMOVE EXISTING I BASEMENT REMOVE EXISTING L` GARAGE SLAB & PREP GARAGE SLAB & PREP I I PROPOSED II II FOR NEW SLAB FOR NEW SLAB NO CHANGE z O C I I SMOKE N UNEXCAVATED I I I S DETECTOR z = 4" POURED CONCRETE SLAB X co I N PROPOSED OVER 6 MIL. POLYETHLENE� O w 4" POURED CONCRETE SLAB W/ I I I ' UNEXCAVATED I I VAPOR BARRIER ON WELL I I CARBON N I I 6X6/ 10X10 WWM OVER 6 MIL. I N COMPACTED POROUS FILL EXISTING SLAB TO REMAIN I ©f—MONOXIDE POLYETHYLENE VAPOR BARRIER ON I I I ro 4" POURED CONCRETE SLAB W/ I I I DETECTOR ui WELL COMPACTED POROUS FILL I ( 1 6X6/ 1OX10 WWM OVER 6 MIL. I I I I m oN POLYETHYLENE VAPOR BARRIER ON I NOTE: ADJUST HEIGHT OFI REMOVE EXISTING FOUNDATION I F WELL COMPACTED POROUS FILL I NEW FOUNDATION WALL SO I WALL TO BELOW NEW PORCH _ _ _ _ _ I I 0 z S I THAT PROPOSED SLAB IS SLAB I _ FLUSH WITH THE EXISTING N� S 2 I I I I I SLAB (TYPICAL) r r EXISTING GIRDER _ _ I I X 2 -A—f- - -� - ---�-A --�— - - w N E W I I I I L__-J L-_J L_ L__-J L__J 8" POURED CONCRETE FOUNDATION I L— WALL ON 8"X16" POURED CONCRETE — — — — — EXISTING STANDARD I UNEXCAVATED STEEL PIPE COLUMN I I FOOTING MIN 36" BELLOW GRADE. � ON A POURED CONCRETE ADJUST FOUNDATION ACCORDINGLY TO 4" POURED CONCRETE SLAB MATCH EXIST. FIRST FLOOR ELEVATION F I OVER 6 MIL. POLYETHLENE FOOTING. (TYP) (TYPICAL) VAPOR BARRIER ON WELL I EXISTING POURED CONCRETE O COMPACTED POROUS FILL O FOUNDATION WALL ON A POURED ;cn 22'-2" I I 15'-6" 8" 8'-6" 8" 12'-8" 8" CONCRETE FOOTING TO REMAIN n — _ _ _ — _ _ _ - _ _ � _ _ _ _ _ _ UP X� I I Charles M . Thomas 0 _ CO -1 w AND BOND TO EXIS REMOVE EXISTING FOUNDA N EXISTING FOUNDATION WALL FOR WALL TO BELOW NEW PORCH CHIMNEY PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 GARAGE DOOR WITH #5 REBARS ®12" O.C. SLAB EXISTING EXISTING POURED CONCRETE I — — _ __ - - - - - - - - - - - - - - - RTICAL (TYPICAL) FOUNDATION WALL ON A POURED PORCH ABOVE — — — — — — — — — CONCRETE FOOTING TO REMAIN DROP — — FOUN ATIO WALL FOR I NO CHANGE I PROJECT GARAGE DOOR I 4" POURED CONCRETE SLAB — OVER 6 MIL. POLYETHLENE I — VAPOR BARRIER ON WELL — COMPACTED POROUS FILL i J I V-101" V-101" 9'-3" 1'-3" 9'-3" 1'-9" 9'-3" 4'-6" 8'-6" 10'-4" 3'-8" 23'-6" 82'-2" ADDITION EXISTING PROPOSED FOUNDATION 105'-8" PLAN , N I DATE: 7/30/21 P FOUNDATION PLAN PROJECT No. DRAWING BY. CMT 2 SCALE: 1/4" = 1'-0" CHK BY. DWG No. [K-FO-0-41-50-1 F-40176 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 ARCHITECTAISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ?�C, `. ARCHITECT (3) 11 7/8 ML HEADER REVISIONS D E S C R I P T 1 0 N w w 0 0 ¢ ¢ mi NEW 2"X10" rr PRO SE NEW 2"X10" rr co 0 16" OC. PA. 10 0 16" OC. 00 30563056 EGRESS FWG1 8070 EGRESS EXISTING DECK m ( NO CHANGE `n w , w J NEW 2"X10" rr I NEW 2"X10" rr 0 16" OC. 0 16" OC. N I 171 PROPOSED ASTER PROPOSED LAY Ej i SHED RO F FWG 12 70-4 EGRESS BED T M P 1 FREESTANDING 0 TUB )) . "7/ 1 / x ' Li PROPOSED >< ` 1 Lu IV!At tff X �I BATHROOM / W LI) Lj c" w NEW 2"X10" rr NEW 2"X10" rr ,2<" NEW 2"X10" rr i NEW 2"X10" rr 0 16" OC. 0 16" OC..` � �&A X < 0 16" OC. 0 16" OC. � � 00 W XIS ING 3: j X SUN OOM W Zo 0 CATHED L CEILING "' 0 O LIN / , L — J I-- WIeEeSE:F o CD — Ln MOK�"N\ Q. Q " U I� o U MCjNOX D O Q r x i Q W 00 UtILLLUK N w ® \A NOTE:PROPOSED ROOF CRICKET \ U R� y�D Z BETWEEN EXISTING REVERSE GABLE EXISTING /SLP ED J AND PROPOSED ROOF OVER SUN ROOM G Z O B 1 (SEE ROOF FRAMING PLAN) ��� F Q O C�Fo x HAi2m ,. �ST%YG F— n EXISTING �� EXISTING EXISTING Q \ Yo _ /\% / / X EXISTING \ U NEW 2"X10" rr NEW 2"X10" rr k Q / BATH 0 16" OC. XISTING rr 0 16" OC. ( NO CHANGE 0 10 U %, / ;:� ,� TO REMAIN o U EXISTING z O X U '� <./ J� k �'� KITCHEN ExIsrlNc EXISTING N f— x ,; �;' '> � 'J �'� T Fh NO CHANGE DINING ROOM MASTER w �— 0 - 43 U T / \ NO CHANGE 0 �. ; , k v=� y, Cp BEDROOM e U 1 �T SHED ROOFRIG X C0 L CRTC ET �� z NO CHANGE 00 V) U U N0 X �� EXISTING o w 1 EXISTING rr 0 16" OC. BATH EXISTING w Q 1 z — — — — v — — CLOSET m ,� NO CH A E CL 3 CAR GARAGE "'���/J 1HR. RATED 5/8" TYPE X SHEETROCK I i EX STING z z d s 0 FA I L R 0 / (n EXISTING RAE EXISTING 00 — — — — — — O O NO C iANGE w ° — — NO CHANGE S DN 2 NEW 2"X10" rr NEW 2"X10""rrN ow 0 16" OC. 0 16" OC. �q ya Z _ _ _ _ i _ — z EXISTING EXISTING CLOSET CLOSET NO CHANGE NO CHANGE EXISTING 1 LIVING ROOM in w NO CHANGE O N TTY E I TING rr 0 16" OC. EXISTING 0 EXISTING EXISTING TO REMAIN BEDROOM BEDROOM NO CHANGE Z NO CHANGE F- Charles M . Thomas II II II II L — — — — — FIRE PLACE z LnIx c� CW255 EXISTING a r c h i t e c t w 9080 O.H. DOOR 9080 O.H. DOOR EXISTING CHIMNEY EXISTING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 TRIM EXISTING ROOF RAFTERS TO WALL AS —` V1 SHOWN PROJECT EXISTING PORCH EXISTING EXISTING ADDITION EXISTING ROOF FRAMING PLAN P ROOF FRAMING PLANDATE: 7/30/21 3 PROJECT No. SCALE: 1/4" = 1'-0" DRAWING BY. CMT CHK BY. DWG No. FAI- 005- o0 5OF6 THESE DRAWINGS AND ACCOMPANI'ING 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. i THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ARCH ITECT CS16 R TER TO WALL STUD TO BAND JOIST (14) 10d x 1 /2" FASTENER (20) 10d x 1 1/2" FASTENER REVISIONS D E S C R I P T 1 0 N TYPICAL ROOF CONSTRUCTION ° ROOF SHINGLES TO MATCH EXISTING ROOF PITCH TO BE DETERMINED MTS16 EXISTING ROOF FRAMhG PROPOSED 11 �° ML E BY MATCHING HEIGHT OF EXISTING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. D35 TO REMAIN ROOF RIDGE 2 XIO ROOF RAFTERS 0 16" O.C. ° W/ HD. R-38 INSULATION IN COMPRESSED AREAS ° ROOF PITCH OF SHED ROOF TO BE PROPOSED NEW OF DETERMINED BY MATCHING HEIGHT 12 PITCH TO MATCH i OF SUN ROOM RIDGE HEIGHT a TYPICAL CEILING CONSTRUCTION corlsrRucrloN EXISTING RIDGE HEIGHT 2"X8" COLLAR TIES 24" O.C. NF{y 2" X 10" CEILING JOISTS 0 16" O.C. W/ R-49 BATT. INSULATION ° PITCH TO MATCH RIDGE 1v " 16" O.C. PROPED RR® PROPOSED NEW ROOF MTS12 ° HEIGHT OF SUN ROOM NEW 2"X10 RR RIDGE 16 CONSTRUCTION CONSTRUCTION ° PLATE HEIGHT TO MATCH EXISTING Q PLATE HEIGHT OF FAMILY ROOM MATCH EXISTING LTP4 LTP4 9'-2" PLATE HEIGHT NEW 2"X10" C.J. 0 16" O.C. NEW 2"X10" C.J. 0 16" O.C. FASCIA ° (3) 9 1/2" ML HDR " SHEET ROCK Uplift connectors shall 7'_-4.5" T.O. WINDo_ws WALLS AND CEILING bypass cross—grain (2) 11 �" ML HEADER b ass each other to LTP4, spacing as required for P 9 LINE R NEW LINE OF EXISTING LINE OF NEW TYPICAL WALL CONSTRUCTION D10 shear. SSP spacing for uplift. tension of band joist. CONSTRUCTION WALL TO REMAIN CONSTRUCTION p 9 P MATCH EXISTING SIDING. TYVEK HOUSE WRAP � CD X PLYWOOD SHEATHING ON 2X6WD. STUDS 0 16O.C. SILL TO RIM JOIST PROPOSED REAR PROPOSED PROPOSE PROPOSED PROPOSED PROPOSED " " "R-21 INSULATION (12) 8d X 1 1/2" FASTENER �KN ENTRY HALL CLST MUD ROOM CLOSET ENTRY RAFTER TO WALL SCALE: N.T.S. 4" POURED CONCRETE SLAB BLUESTONE OVER 6 MIL. POLYETHLENE BLUESTONE PER OWNER VAPOR BARRIER ON WELL T.O. FIRST_FLOOR PER OWNER COMPACTED POROUS FILL PROPOSED 11 �" TJ 360 SERIES JOISTS 016" O.C. PROPOSED 42' POURED CONCRETE COMPACTED FILL Ridge Beam COMPACTED FILL SLAB W/ 6X6/ 1OX10 WWM OVER COMPACTED FILL PROPOSED 6 MIL. POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED CRAWL SPACE POROUS FILL 4" POURED CONCRETE SL EXISTING FOUNDATION WALL TO OVER 6 MIL. POLYETHLENB 4" POURED CONCRETE SLAB OVER 6 REMAIN o �� VAPOR BARRIER ON WELL Z MIL. POLYETHLENE VAPOR BARRIER EXISTING FOUNDATION WALL TO BE REMOVED TO UNDER NEW COMPACTED POROUS FILL-'1 ON WELL COMPACTED POROUS FILL SLAB I° 2"x6" ACQ SILL PLATE NEW RIDGE TERP1TE SHIELD, SILL SEALER, 5/8" DIA. ANCHOR BOLTS 8" POURED CONCRETE FOUNDATION 8" POURED CONCRETE FOUNDATION I RAFTER MSTA 026"-0" O.C. WALL ON 8"X16" POURED CONCRETE WALL ON 8"X16" POURED CONCRETE i I FOOTING MIN 36" BELLOW GRADE. FOOTING MIN 36" BELLOW GRADE. ADJUST FOUNDATION ACCORDINGLY TO ADJUST FOUNDATION ACCORDINGLY TO I° I (TYPICAL) IST, FIRST FLOOR ELEVATION IST, FIRST FLOOR ELEVATION J D58 (A (TYPICAL) LLI W z z 0 Simpson Strong Tie0 WITH CEILING COLLAR TIES @ 32" O.C. O \ s CROSS SECTION CS-20x18" MIN, WITH (7) 10d COMMON NAILS Simpson Strong—Tie Q 0 r PER RAFTER INSTALLED OVER PLYWOOD SCALE: 1/4" = 1'-0" RIDGE STRAP TIE ADJUSTABLE HANGER �_ Ln —� n � � I SCALE: N.T.S. SCALE: N.T.S. C/) o W Q zz CD � 0 1= 0 C1) 0 � 0 0 Dim f - PROPOSED 11 ML R E PROPOSED NEW ROOF CONSTRUCTION ROOF PITCH TO BE DETERMINED 0 BY MATCHING HEIGHT OF EXISTING Q ROOF RIDGE 12 � EXIS11 G 4 < U 12 16" p C. NFIy Z"X a MATCH EXISTING (4) 0 MATCH EXISTING (4) D 12 ® 10"NEW 2"X10 RR RR ® 16"O.C. 26'-0" LONG 2"X10" COLLAR TIES @ 16' O.C. OdF RAFTERS MATCHLXIATING 12'-6' ABOVE FINISHED SLAB NEW 2"X10" RR @ 16 O.C. EX15�+NG R PLATE HEIGHT TO MATCH EXISTING FASCI26'-0" PLATE HEIGHT OF FAMILY ROOM 9'-2" PLATE HEIGHT NEW 2"X10" CJ @ 16"_-B - -- / x o LINE OF EXISTING 7'-4.5" T.O. WINDOWS " SHEET ROCK ROOF OVER EXISTING GARAGE TO BE , WALLS AND CEILING c w REMOVED / � EXISTING RR TO BE- TRIMMED E TRIMMED TO WALL = iv EL 1 _ _ i AS SHOWN EXISTING F EXISTING - 3 CAR PROPOSEDEXISTING C f CLOO�ET PROPOSED a FAMILY ROOM W LIVING ROOM iT- MUD ROOM NO CHANGE NO CHANGE 1 HR. RATED z LINE OF NEW LINE OF NEW F CONSTRUCTION 5/8" TYPE X SHEETROCK CONSTRUCTION N LINE OF EXISTI w WALLS TO BE I ( WALLS & CEILING 4" POURED CONCRETE SLAB REMOVED 0 ER 6 MIL. POLYETHLENE LINE OF EXISTING EXISTING STEP U 4"VENT 4" POURED CONCRETE SLAB W/ POR BARRIER ON WELL WALL To REMAIN INTO LIVI 4G ROOM THRU ROOF O. FIRST FLOOR REMOVE EXISTING 6X6/ 10X10 WWM OVER 6 MIL. OMPACTED POROUS FILL T. GARAGE SLAB & PREP � '� - - --- FOR NEW SLAB POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED POROUS FILL COMPACTED FILL EXISTING SLAB ROOF Charles M. Thomas TO REMAIN COMPACTED FILL NOTE: ADJUST HEIGHT OF HOUSE �` NEW FOUNDATION WALL SO a r C h I t e C t 2%6" ACQ SILL PLATE REMOVE EXISTING FOUNDATION ( � THAT PROPOSED SLAB IS EXISTING FOUNDATION ter\\ TERMITE SHIELD, SILL SEALER, WALL TO BELOW NEW PORCH 8" POURED CONCRETE FOUNDATION FLUSH WITH THE EXISTING WALLS TO REMAIN 26'0" O.CCHOR BOLTS SLAB WALL ON 8"x16" POURED CONCRETE SLAB (TYPICAL) 2' PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EXISTING FOUNDATION FOOTING MIN 36" BELLOW GRADE. �b-1-1/2'Y �-2� QI "I I/2V �r 1-I/2'V WALLS TO REMAIN ADJUST FOUNDATION ACCORDINGLY TO j I I PROJECT MATCH EXIST. FIRST FLOOR ELEVATION LAV LAV I WL I (TYPICAL) FRESH AIR INLET a I SIIOWTR NB FIRST FLOOR 3" p' kJ p' , s CROSS SECTION 1' CHED CONNECT APPROVED PERC. IN.Y.SPE TCODE CROSS SECTION 2 SCALE: 1/4" = —0" F.A.I. & SANINITARY SYSTEM AS PLUMBING RISER DIAGRAM SCALE: N.T.S DATE: 7/30/21 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. ®- 006- 00 6 OF 6 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. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCO ADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — N 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE /F, ,p 4. •� RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/1 80 r h� bt r, 19FSLOPES THAN 6 W/NO TOP PLATES FINISHED CEILING - SECOND STORY TOP PLATE— WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND " GYPSM BOARD INSTALL���"IN STUD INTERIOR WALLS AND H 180 NOTCHING PROVISIONS 16d NAIL AT 24 O.C. / JOIST IS PERMITTED TO ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/iso WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE „ \ 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE 1 d NAIL AT 6 O4 .C. WITH WFCM TABLE 3.1 WITH ALLS W FINISHES / o ALL PANEL EDGES) T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8„ MIN. TO EDGE — \_FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED 41, BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the co OR BLOCKING SEE WFCM SECTION 3.3 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 Lij (0 d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF 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 NO 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 v, CUT INTO STUD — glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. z N BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p OR BLOCKING 16d NAIL AT 24 O.C. WOOD STRUCTURAL PANEL sunWFCM 2015 SBC HIGH WIND EDITION not oomexceed additions or patio covers, the total load deflection shall WFCM 201 • ' INSTALLED WFCMI TABLE03DANCE not exceed L/120 TABLE R 301.2.2.2.1 5 SBC HIGH WIND EDITION SILL PLATE JOIST • o WALL BRACING ADJUSTMENT FACTORS BY ROOF s 3.4.3.1 .1 FI GU RE 3.3B SECTION 3.4.2.1 .1 FIGURE 3.3 A SECTION CRAWL SPACE 8d NAIL AT 6” O.C. ON ALL COVERING DEAD LOAD OR BASEMENT \—SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL FOUNDATION (b)(b) INSIDE CORNER DETAIL FRAMING RAM N MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR , EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED H OLE LIMITATION S EXTERIOR CORNER FRAMING ROOF ONLY 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL FOR SIROOF USIOPOUND PER SQUARE FOOT =NE STORY 1.0 1 0.49 kN M 2 Q� NON— BEARING WALLS: 602.6 (1 )(2) / ( ) LATERAL BRACE AT 6 O.C. Uj N TYPICAL WALL FLOOR ROOF FRAMING a. LINEAR INTERPOLATION SHALL BE PERMITTED O JOISTS L1J WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE DOUBLE 2-10d NAILS M . Uj N FOR WOOD STRUCTURAL PANELS ROOF FRAMING E T OP PLATE TRUSS OR CEILING JOIST 0 F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A/ I C PPLE TUD2 T CAL IOR STUD TO STUD DETAIL i GABLE END TRUSS n < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0 TYPE < 6 FEET < 8 FEET 1/2° SPACING—\ A A R QUIRED Q:f 0 U ALLOWS E CH SIDE NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAI S ANCHOR WITH 2" EMBEDMENT INSTALLATION _J HEADER STUDS --FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A A WA STUDS I— Q STUD (MIN.) ° CORNER SND NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE ° ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o TRANSFER SHEAR TYPIC1L AT EACH END OF HEADER AND z ANCHOR WITH 2" EMBEDMENT (Hou) o ° ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD LENGHT ° NOTE: SIMILAR REQUITED CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND z ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP n 2-16d COMMON L1J _ 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL o o NAILS AT 6° D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 (f WITH 2 EMBEDMENT (? ENDWALL FIGO CONNECTIONS FOR OPENINGS � Uj w LENGHT I ( WFCM FIGURE 3. 6 ) " SUBFLOOR 8d NAIL AT 4 O.C. � I ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. 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 ::D 0 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN C" JNAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , o , SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ' ' o TOP PLATE v w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING , PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF o DIAPHRAGM USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT \/ H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1 -1/4 o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° ° EXC ED 15 FT. AX. EXCEED 40 FT. MA —15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / N HOLDDOWN ° ° CORNER STUD , ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW � z (HDU) ° o CONNECTED TOBASED ROOF RAFTER o ° o TRANSFER SHEAR ON SHEARWALL REQUIREMENTS Q o ° FOUNDATION CLEA ' ANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING 0 20 GA. STRAP— DOUBLE PREFERRED METHOD Z WIDE MIN. AT HARDWARE o ' RAFTER Q Lv 4 8d NAIL AT 12" O.C. ON o W/(8} 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD z W RIDGE BEAM • (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT 4.JFLOOR TO FLOOR PHID 24" O.G. RIDGE TENSION STRAP DETAIL CZ TABLE R301 . 5 NOTES °� N CONNECTION 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. AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R 3 01 . 5 / SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE P- RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD S RUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND SI m son Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Bd TO RAFTER 985 LB PER EVERY RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO � .i..► p 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, CAPABLE OD CONT ININGOR MORE AJACENT SAEREC ANGLE 42 NC ES HIGS WITH THE SAME WEB HFBYR2 TION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) A.'77 J — Chimney Fra rYl I n g 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE 1 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 '� Z A) OUTSIDE CORNER DETAIL USE LIVE LOAD CONNECTION ( BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD 3 ROOF RAFTER / RIDGE DETAIL REQUIREMENTS. C) STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 4-8d TO PLATE GYPSUM OARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND .0 — * NOTES: SIMPSON STRONG TIIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� `n 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 AIDALOG E WALL PANEL d CAESINGLECHEVER CONCENTRADTED LOADEAGREATERPPLED IINSANY SES. LU DIRECTION AT M CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ) TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES ANY POINT ALONG THE TOP DECKS 40 () NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR �� WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 �.. Q�II PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE * INSTALL THROUGH FIRST FLOOR SHOE. HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED cz Lco ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 " ® NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED ca (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 m ® HIGH WIND EDITION) 3 LOAD REQUIREMENT. IT{ o W g. APPLIES STORAGEFOR PFOOTNOTEER ATTICS SPACES NOT MEETING THE MENTS OR ROOMS OTHER THAN SLEEPING ROOMS 40 V ® 8d NAIL AT 6" O.C. ON Z CONVENTONALCEILNGJOIISTS A DEE SECT`ION 2.4.2 F SECTION R802 0.62 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 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 EDGES 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 0 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: 1. AREAP. �• ° EXTERIOR C 0 R N E R FRAMING ORTHE FRAMEDCOPEN NGSIN ACCORDANCE WI HACCESSIBLE BY AUsECTIO LL O$71TAAINDWAY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong — Tie h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. j TABLE 3.2A WFCM 2018 HIGH WIND EDITION) q p prescriptive approach using the U ( TABLE 3. 1 WFCM 2 018 HIGH WIND EDITION ) The design of this structure is based upon SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC ' •°. CONNECTIONS ESIS G UPLIFT, LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: NAILING SCHEDULE MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, ( y RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoningand buildingcodes and ordinances "? JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 1/2" ANCHOR BOLTS 31 sheet no. 1 having P urisdiction anbest standrds of construction COMMON NAILS 1 - FLOOR 9 1 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. ' A Wind Limitations-Section R301.2.1 RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1• PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 The American Institute of Architects Conditions shall apply Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work project. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE performed on this 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 3.2B). 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 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 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 Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Corports-Section R309 4. The Architect shall not be responsible for the construction means, n, Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landin Section R311.3 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT Romps-g- amps 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 Cn Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. Guards-Section R312 STUD TO STUD FACE-NAILED and/or the building as designed without the expressed written a Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER (FACE-NAILED) Carbon Monoxide Alarms - R315 16d 16" O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policiAs (Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD Insulation-Section R316 z � 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o 1-1, N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be cn r- � FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOTProtection Against Decay-Section R317 named insured on any and all policies. > 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous o FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. � � Site Address-Section R319 JOIST TO .SILL TOP PLATE TO GIRDER (TOE-NAILED) Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END 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 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 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 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. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and O 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 to be presented to the Owner at the completion of the job. el-N N 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 I- O 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. LI J BLOCKING TO FLOOR JOIST TOE-NAILED 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drar:ings. Use figure dimensions only. M UJ ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Converrss 14. All work conform to the rules and regulations of the New York ` V ation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"01 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier z Q GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD P # 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 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 propertypof the Architect whether the project for 0 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 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. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site U 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 dFpartment. No footing shall be set higher than a 30 degree angle from any other footing WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 0 " 12" FIELD Provide 3 1/2' steel lally columns. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6EDGE / 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 STROI!G-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z 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 0 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 r- 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 v J Floor joists: see Foundation and Floor Plans, spacing as noted. I I Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q UJ W 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" ry Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END I (r Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 41x6 fascia, wrap NOTE: 5SP CONNECTOR AT 16" O.C. STRUCTURAL PANELS Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Vin vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2�� X 5" LAG 1' OR LESS 8d 6 EDGE 12 FIELD Alluminum gutters and leaders. Siding: see Elevations. " 10d 6" EDGE 6" FIELD T vek housewra MTS 36, 16" O.C. BOLTS AT 16"' ON CENTER 1/2" plywood sheating, see fasteningschedule, USE (4)-8d NAILS AT EACH END GREATER THAN 1 y P Table 3.1 3.9 WFCM. ( )- 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNEC11ON 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 EIAD 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie N At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 F- 0 of section R310. USE 8 16d NAILS AT EACH END N 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 z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER2" 0 < 4-10d x 1 1 SIMPSON STRONG - TIE 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) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < LU SIMPSON H-8 USE W/ONLY �► 5 » percent slope), a _J MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL ANCHOR BOLT (14 ) ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie [r4- 8D TO PLATE PLATE IN BSP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope MTS12 ® EACH JOIST (EVERY STUD) STUD TOS 7 MINIMUM EMBEDMENT underlayment `,. U21O 2X6 ( shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T SEE ANCHOR SCHEDULE, of 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 PS720 (ALIGN WITH JOIST BELOW) ��- SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 + r' • Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, HDU overlapping PORCH ROOF RAFTER TO GIRDER USE: " (14) SDS Ya".X 3" WOOD SCREWS H2.5A AT EACH ROOF RAFTER L ° o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2„ 7" MIN EMBEDMENT U slopesFor roof . T\IPICAL PORCH DECK LEDGER FOUNDATION PLANS A-3.1 AND Ice Protection (Section R905.1.2) T 11 •n °� A-3.2 FOR LOCATION ° 4 ep °•D°' °D •° ,, ' CONNECTIONS <A ' (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) SIMSON STRONG TIE Flashing (Section R905.2.8) W' ,° d » n Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE o ° n c•°D °• „ 1 1/4COIL STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report 1 e /I '° •D• e° ° '� ° " USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. o, D °. • a '° d' Ql'a '6' d '° General Mechanical System - Chapter 13 FOR HEADER OR ° ° ° > > i• D D' „ •° •D D . D D . D . D D Heaitng and cooling equipment - Chapter 14 BEAM '- -D• Exhaust Sustem - Chapter 15 D' D •d°A, ;�, Q•°, _;r1•° D' °° � Duct System - Chapter 16 .� z " , e 1 . °• DOUBLE TOP PLATE MTS30r ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ D D D D D D .,D DA ' o ° H° 1"'744 1 Chimneys and Vents - Chapter 18 AC4 71'A 1,-x.s% o �° SSP Plumbing - Part VII AT EACH POST o cc SEE PLAN Flood Zone - 301.2.4 Cn cx 1 3/4" IMUM ,° °•°• ,n . Ud EDGE DISTANCE '°•ac q' D FLOOR TO FLOOR °• ° HEADER D L TA21 Simpson Strong-Tie !W CONNECTION KING STUDS CS20 1%" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2- �( OVERLAP AT EACH �`/ L JACK STUDS x SIMPSON STRONG - TIE SIMPSON STRONG-TIE sruD 1 1/4" COIL STRAP - ca 16" O.C. USE 4-8D H2A SIDECOVER CNW NUT COUPLER a o NAILS AT EACH STUD AT EACH ROOF RAFTER USE 8-16D MIN OVERLAP IS 12 NAILS AT EACH END JACK 0 Si L I ,. MIN EDGE � `. .Q ®® ;: :; DISTANCE* o , 12" MIN OVERLAP PER RT2.5 COMPONENT •;. d�� ° STUDSTHD8 s"74.�� :"rd Z:' MIN EDGE SHEET N0. TO ROOF RAFTER ° ` • �' •''s'•• CONNECTION TYPICAL STRAPPING FOR FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12 CONNECTIONS' AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION- PORCH COLUMN CONNECTIONS