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HomeMy WebLinkAbout50204-Z TOWN OF SOUTHOLD ° BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES 'V"U`IiTH ONE SET OF APPROVED PLAINS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50204 Date: 1/11/2024 ...................................mw. a Permission is hereby granted to: Leone, Vincent ....m.. __ �- �_.._ ... wu �. -_... m 289 Mill Spri�ru9 Rd �_.� _.. ...., __.... m Manhasset, NY 11030 ---—-------. ......................_—..._. To: Construct additions an alterations to an existing single-family dwelling as applied for. At premises located at: 1620 Broadwaters Rd,eCutchogue �mm SCTM #473889 Sec/Block/Lot# 104.-9-8 Pursuant to application dated 12/8/2023 and approved by the Building Inspector. _ To expire on 7/12/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,087.50 CO-ALTERATION TO DWELLING $100.00 Total: $.............................�, 1,187.50 Jj _... � _r ... _.. Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT T Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https:LLALww.southoldtoLvnny..Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i �W ym PERMIT NO. 51126 Buildinginspecton Applications and forms must be filled out in their entirety.incomplete applications will not be accepted. Where the Applicant Is not the Owner's Authorization form(Page 2)shall be completed. Date:12/2/23 OWNER(S)OF PROPERTY: Name:Patrice and Vincent Leone SCTM#1000-104-09-08 Project Address:1620 Broadwaters Road, Cutchogue NY 11935 Phone#:516-776-5356 Email:patrice0l @optonline.net Mailing Address:289 Mill Spring Road, Manhasset NY 11030 CONTACT PERSON: Name:Megan Carrick Mailing Address:PO Box 877 Jamesport NY 11947 Phone#:631-804-34796 Email: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:TBD Mailing Address: Phone#: Email DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure @Addition @Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes OR No Will excess fill be removed from premises? ❑Yes @No 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes MNo IF YES, PROVIDE A COPY. ❑Check Box A er, ea ng: The owner/contractor/deslgn professional Is responsible for ad drainage and storm water Issues as provided by Chapter 236 Of the Town Code.APPLICATION IS HEREBY MADE to the Sulkling Departrnentfor the Issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk County,Now York and other applicable Laws,Ordinances or Replatlons,for,the construction of bulklings, , additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicpble laws,ordloances,building code, housing code and regulations and to admit authorized Inspectors on premises and In buildings)for necessary Inspections.False statements made herein are punishable as a Class A misileftmoor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print name):Megan Carrick BAuthorized Agent ❑Owner Signature of Applicant: � � �� � � Date: I 2_ J;5' 12 STATE OF NEW YORK) COUNTY OF Sl�� f-1 en CAVI C 0,V-y' being duly sworn, deposes and says that(s)he is the applicant (Name of iddividual 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 ff day of (' FZ 20 7J _e'tl 2<. otary Public TRACE4. DWYER NOTARY PUBLIC,STATE OF NEW YO NO.01 DW6306900 PROPERTY OWNER,AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,21 14o Patrice Leone residing at 1620 Broadwaters I, Road do hereby authorize Megan Carrick to apply on my behalfto th. Town of Southad" I"Aiding Department for approval as described herein. 12/3/2023 Owner's nature Date Patrice Leone Print Owner's Name 2 Scott A. Russell` STORMWATER SUPRIMSOR MANAGEMENT SOUMOM TOWN HALL-P.O.Hoz 1179 53095 Wain Rod-SOUMOW,NEW YORK 11M Town of Southold CHAMR 236 _ STORMWATER MANAGEMENT REFERRAQ,FORM ( APPLICANT INFORMATION TO BE COMPLETED r ONLY FOR PROPERTIES ONE ACRE Pi AREA OF, — -... .... .... —— APPLICANT: (Property Owner, Design NAME: Megan Carrick w, �fi"sumab it Contact Infortnat inn: megan.cmtarchitecture mail.corn (Efifid d Teleplwne Number) 631-804-3796 Propgty Address / Location of Construction Site: 1620 Broadwaters Road S.C.T.M. #: 1000 District Cutchogue NY 104 09 08 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than 1 Acre. No S.P.D.E.S.Permit is Re uired I - Project does Not Discharge to Waters of the State. No S.P.D.E.S..Permit is R uired 1 E3 - Area of Disturbance is Greater than 1 Are&Storm-water Runoff Discharges Directly to Waters of the State of New York. T14E APPLICANT MUST OBTAIN a S.P I .E.S. Permit. :DIRECTLY From N.Y.Q. D.E.C.Prior to Issuance of a Buildin Permit.. - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit throw h the Southold Town En ineerin De rtmen Prior to Issuance of a Bulldipg Permit. V LReviewedBy. . Date: �Z--11�1 LR? 3= FnR M • CMr P-TnC,f lrrn}rr gni Q e- cc � � VIt s c) 2-o THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. , I iLiL �o O ���J. � ARCHITECT 12 128 8 REVISIONS D E S C R I P T ION -- - NEW CONSTRUCTION NEW CONSTRUCTION PROPOSED ROOFC 2 _ __ _ _ 2 CONSTRUCTION TrFIT EXTEND EXISTING CHIMNEY EXISTING CHIMNEY _ SO THAT IT IS A MINIMUM SO THAT IT IS A MINIMUM 12 __ OF 2'-0" HIGHER THAN 7 �� ANY PART OF THE ANY PART OF THE PROPOSED ROOF OF 2'-0' HIGHER THAN BUILDING WITHIN 10'-0 CONSTRUCTIONJill 1111111 1111111 1 1 1 111 11 Jill 111 1111111 1111111 111111111 _ BUILDING WITHIN 10'-0". 12 - -11 11 1 1 111 - - - Q 7 EXISTING ROOF FRAMING - _ TO REMAIN IL 1 EXISTING ROOF FRAMING TO REMAIN 1 111 1-1-iLlIl 1111111 1111111 1111111 [ 111 - 12 EXISTING ROOF PROPOSED ROOF - - - EXISTING ROOF EXISTING ROOF 12 12 SHINGLES TO CONSTRUcnoN (_I_1M, C X IN _ AXI SHINGLES TO PROPOSED ROOF 7 SHINGLES TO EXISTING. �XISTING REMAIN - ]EXISTING REMAIN CONSTRUCTION REMAIN PROPOSED FASCIA TO MATCH EXISTING ' _- _ XISTING FASCIA TO REMAIN PROPOSED SIDING TO 5/4" WINDOW MATCH EXISTING & DOOR SURROUNDS 5/4" WINDOW (TYPICAL) r & DOOR SURROUNDS J (T Y P I I A L) ,EXISTING COLUMN TO { (EwsnNc) EXISTIN HIMNEY (EwsnNc) (E s c) REMAIN EXISTING 36" HIGH RAIL PER NYS CODE N TO E AIN SIDING TO 3052 3052 3052 3052 3052 EXISTING CHIMNEY TO 2452 REMAIN EGRESS EGRESS EGRESS EGRESS EGRESS REMAIN EXISTING EXISTING EXISTING SIDING SIDING TO TO SIDING TO REMAIN G COLUMN TO REMAIN REMAIN �Sjj- T 1 T REMAIN bY PROPOSED DECK ADDITION GRADE EL 31.0' 6'-0" ADDITION E E SIDE ELEVATION FRONT ELEVATION co� o 0 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" 0 I 0 0 12 U W d- NEW CONSTRUCTION D N 8 0 8 0 PROPOSED iV C2 CONSTRUCTION F � 2 W o EXTEND EXISTING CHIMNEY I - f O SO THAT IT IS A MINIMUM 7,,\\ - = w 12 OF 2'-0" HIGHER THAN FM o Q 7 ANY PART OF THE BUILDING WITHIN 10'-0". _ Q 12 PROPOSED ROOFING TO 7 F77MATCH EXISTING - 12 PROPOSED ROOF EXISTING ROOF EXISTING ROOF I EXISTING CONSTRUCTION F SHINGLES TO 12 12 SHINGLES TO - Q r 1 EXISTING ROOF 12 PROPOSED FASCIA TO REMAIN EXISTING Q EXISTING REMAIN �J SHINGLES TO 0.5— C 2 MATCH EXISTING PROPOSED ROOFING TO MATCH EXISTING n O REMAIN _-- - - - - ---- - - - - XISTING FASCIA TO REMAIN 0 U PROPOSED ROOF M 1 AT 1 i T CONSTRUCTIONW W i-1 EXISTING 1 5/4" WINDOW SIDING TO & DOOR SURROUNDS —EXISTING WINDOWS TO BE REMAIN (T Y P I G A L) SCREENED I REMOVED GREENED I PORCH PORCH (EASTING) (E D5nNC) (EXISTING) (XIS G) (EASING) (E)OSTING) 30526" HIGH RAI R NYS COD[.. 36" HIGH RAIL PER NYS CODE 3052 EGRESS EGRESS EXISTING SIDING TO SIDING 10 NUINU I -- n D REMAIN REMAIN REMAIN 2� == EXISTING DECK TO REMAIN EXISTING DECK TO REMAIN 8"X8" POST WRAPPED PER SELECTION OF OWNER POST APPED PER WR SELECTION OF OWNER DECK ADDITION Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 E REAR ELEVATION E SIDE ELEVATION 3 SCALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" PROJECT PROPOSED ELEVATIONS DATE: 12/6/23 NC R PROJECT No.E R I A DRAWING BY. CMT CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF W-101_ 00 SNOW SPEED DESIGN (FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 3 20 130 B SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE s 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE 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 !`G YORK STATE. '4N "�` N 6'-3" C I� ADDITION 6 ION rp� ' < ' �O U ADDITION EXISTING '-0" 4 ` DECK TO BE TO BE LINE OF PROPOSED r REMOVED L E G E N D LINE F PROPOSED DECK ABOVE LINE OF EXISTING DECK ABOVE 'REMOVED— DECK ADDITION LINE OF EXISTING DECK TO REMAIN 36" HIGH RAIL PER NYS CODE I - 36" HIGH RAIL PER NYS CODE I - EXISTING I m Pf�OPOSED 3)�(1 ' ( I Q o f ER'I TO BE REMOVED 1- — L J L —I-I > o REVISIONS D E S C R I P T ION O wl w g F I m - PROPOSED FRAME WALL I 12"0 SONO TUBE ON I o o w o 124"x24"x12" FOOTINGS W a 0 NI o I L0 I MIN 36" BELOW GRADE I m l w (n PROPOSED WI EXISTING 0 v � EXISTING WINDOWS TO BE a v MUST BE VIRGIN SOIL o� a DECK z I w REMOVED O Of l 1c ) w Of DECK I NO CHANGE z x I \ EXISTING DOOR TO BE REMOVED N o® m 1 u I rL ADDITION w z \ O I 1 I O a 75 SF p x Q af J I W La N I I Y I o 43'-4" a z_ v LL v w JI I I o O W Li 12' 4" 12'-4" _ 11'-7" T-1" 43'-4" z ADDI ON EXISTING 4'-6" 7'-10" 7'-10" 4'-6" I 5'-O" 12' 4" 12'-4" x ADDITION EXISTING EXISTING EXISTING 3 52 I 3 52 I ROPOSE 2X10 LEDGER BOARD Li O EG ESS FWG 1 68-4 EG ESS x \ — (ExlsnNc), Z ---- - IV b DOOR -UNE OF NEW I 6X6 POST (2) 11 7/8� L HEADER 6X6 POST I \ 1 CONSTRUCTION ZO DN a ANCHOR AND BOND TO \ N (TYPICAL) 23' " \ � I EXISTING WITH #5 REBARS I 112" 10 4 1 In \ Q I 012" O.C. 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X a z I NEW CONSTRUCTION I CRAWL SPACE o — J L J 20" HIGH BULKHEAD Of U T ICAL cn cn N� N00 KD = II GR OSED O Z WALL FOR SCREENED I O O 1 Q 1 ( ) 1 5'-0" HEIGHT I I PROPOSED POST ABOVE 1> PORCH m ,nom ( = U x o I I I = I 12"0 SONO TUBE ON c 0 o J 1 tO o °D I I I o 24"x24"x12" FOOTINGS I c=, l+1 _ _ REMOVE EXISTI G RR I ir Z W I 0 a B I 1 DROP EXISTING FOUNDATIO I 'o " w MIN 36 BELOW GRADE O O rn _ o I�' cO O O I III WALL FOR ACCESS TO THE I v v a v I O PROPOSED _' a = a _j Z I N 1 EXISTING BASEMENT I (MUST BE VIRGIN SOIL) I Z = 2 I = Q O DRO FOUNDATION WALL TO o r — I SCREEN PORCH a o N 00 I — — 1 MEE SLAB CONTINUOUS r-- — — — — — — — — — 1 Tc® I W �- N 1 1 I a EXISTING F00 NG r La Of X o DECK �' — — — 1 PROPOSED 1 X I 1 w NO CHANG PROVIDE 36" HIGHLINE OF OF EXISTING 8 GUARD RAIL ON TOP BASEMENT N S 1 I I I WALLS TO BE I < OF PC WALL EACH 11 8' 0" CEILING HEIGHT IrF 1I 1 I t o REMOVED (TYPICAL) SIDE = o o t o I REMOVE XISTING� I I 0 ERU6 MIL. POLYETH ENERED CONCRETE B 1 1 I 1 O 1 t o 1 APOR BARRIER ON WELL 1 1 in I I PROPOSED POST ABOVE J w I I SSLLIIDERFO NEW I 1 OMPACTED POROUS FILL 1 I I z PROPOSED 2X10 LEDGER BOARD '_o" I L_ _ L - �'-§�- _�lI L - J T- " ExsnNc _ lk 1 PROPOSED FJ — — — — — 16" OC. TO MATCH a"x8" ACQ. = z = EXISTING FJ — — — — — — — = z w DW w COLUMN WRAPPED z —0 O U U ,- I I O WITH AZEK TYP. — 1 — 1 00 I 1= r I I > = a o NOj M ( w I �I F. M M Q 1 1 M SMOKE 1 I 1 I 1 1 OI O O Q 1 I— F x I = v �04 O S �—-DETECTOR / �I KITCHEN I 04 PROPOSED oI I I I I W u O�_MORBON 1 1 1 ( (1 — — — — —' �I r I I C MONOXIDE 1 of M I I 01 EXISTING O DETECTOR Q W W i z _ — z I BEDROOM 1 I 8'-0" 1 1 3'-0" 1 1 �' ASSUMED EXISTING — — — — ?I O J I J I I O SMOKE o I W 1 W 1 ( STEEL PIPED COLUMN 1nl LL 1 S DETECTOR O o U ON EXISTING FOOTING t ( 1 61 W I- L - - - - - - - - - - 1 ® I I UNE OF EXISTING OWER PROPOSED z w I I W — 1 a I I ` J Ol As Aft Z O J� TO BE REMOVED d D z Z o ASSUMED DIRECTION OF EXISTING ASSUMED DIRECTION OF EXISTING 1 I ( (� LINE OF FLAT CEILI Y I ALF BATH x I I O w of 0 1 I w I 1 FLOOR JOISTS FLOOR JOISTS W U) V J PROVIDE TILED SHO R PAN W/DRAIN 0 WASHER. a c0 ~ X Li O Z~ o I 1 ZI0 LINE OF NEW M PROVIDE TRAP PRIM R O DO FA TO EXTERIOR Z Z Q N Z O CONSTRUCTIO I t0 I I Z O 3 w c I a � I DRAIN. VENT DRYER TO =O (TYPICAL) I I N EXTERIOR N 0 0 U O x 1 1 I 12'-8" 10'-4" I 6'—$" I s CD i 15'-4" 6'-2" 2'-0" 11'-3" 3-5" 3' j I I Ow w v o m-i I r 1 F-- O 1) i�I = M X Q Q F-3 I U 1 1 r ASSUMED EXISTING I I i�X ' , I O iO I cD `n w w o Q z EXISTING STEEL PIPED `n W I— W EXISTING EXISTING ao CONSTRUCTIO wo I I p m E COLUMN I I 1 I I O CLOSET CLOSET-1 O 1 J z w J 1 1 CRAWL SPACE I ca' ' ON EXISTING FOOTING = PROPOSED I I (TYPICAL) `= d Z= ~ G-W a �^J 3 Z Q N = ( F I I I cp o W j I NO CHANGE L J zr -' I I cn w = EXISTING O d z I z I F W i� U X Z OvIOo w oo N oW DINING ROOM UD ROOM = Z)(n D-zp SMOKE X� � I \ SMOKE O I SMOKE p 0, I I W LL X O W U' I o0 w a 1 S W W vw III SO "—DETECTORDETECTOR N I Z W^ U I 0�--DETECTOR W WQ Q I O v CARBON o L -of 0 CARBON E OF EXISTING INFILL FL OR FRAMING I I O J U U 1 m a W 1 ( DETECTOR (� a N BA EMENT STAIRS TO O O a= Q o M m ©--MONOXIDE w�� W- © MONOXIDE G' BE REMOVE_ TO MATH EXISTING [L a ' DETECTOR a -� -� n- o 00- O EXISTING STAIRS TO o v1 I I a0 3 ° >a o 1 cn REMAIN Q I . o>U ( a a I u tz CID UNE OF EXISTING = I ( ) -I 1 I O I 1 I I O U WALLS TO BE I I j� I O 2-5 5' 4" 1 5'-8' REMOVED (TYPICAL) iV EXPANDED �, or 1 i PROPOSED BATHROOM 1 = Z 1 ( I ( U F' 125 CFM EXHAUST in $N L� UP O 2652 4X4 POST 4X4 P ST �p FAN TO EXTERIOR DN W a I I O W LINE OF EXISTING 2'-8" 8'-8" IS G B M NT WINDOW TO BE 6'-O" 2-2" — _ _ _ = AIRS E IN a 1 ANCHOR AND BOND I I 0 o EXISTING 1 TO EXISTING — ROP WITH #5 REBARS 012 1 1 �; BASEMENT o N I Ewsnnc 1 ( O.C. VERTICAL 2 XB RR O 18"OC.TO MATCH EXISTING UNE OF NEW ELECTRIC NO CHANGE LINE OF EXISTING METER (TYPICAL) 1 1 7'-0" CEILING HEIGHT 1 WALLS TO BE CONSTRUCTION EXISTING OIL TANK ASSUMED EXISTING W O REMOVED (TYPICAL) (TYPICAL) I I =F STEEL PIPED COLUMN - dz = I U ( I r ON EXISTING FOOTING ( I cn- aw 10-0" Z Q co 0 9�4'BTM OF RIDGE O O I I-� _ •1 N -� oa EXISTING Z 1 1 I I L J W Zo LIVING ROOM � I F � w�-j L - - - - - - - w NO CHANGE I < Z <- < 1 = 2 cr 18'-0" 11'-8" z z o0 0� ASSUMED DIRECTION OF EXISTING\\ ASSUMED DIRECTION OF EXISIIN !co U � o I 1 FLOOR JOISTS FLOOR J IS S 1 N of m EXISTING = x mw O U EXISTING FOUNDATION w 0 ��m N 3'-7" I 2-4" BEDROOM I w J a 1 ( a I WALL TO REMAIN o NI-z W LINE OF EXISTING I 1 a WALLS TO REMAIN 7'-5'CEILING HEIGHT Ln WOW 6'-O" r 0 a o W (TYPICAL) 11---- SMOKE U CO I Z l O� a Z a� QS DETECTOR Z c� c° o r ASSUMED EXISTING = U (EXISTING) EwsnNc — — — — — — — — _ 1 STEEL PIPED COLUMN EXISTING U e Z_Z N J o = CLOSET Do x Q N z OI> L -j ON EXISTING FOOTING b LL.ILn F o z�=Q 1 I o�X �m 1 11 1 Charles M. Thomas _ I EXISTING `I _ -i F U c2 U W xlm EXISTING PORCH CONC SLAB 1 N I FRONT PORCH ZW ; 2 Qo Q >- 1 I wI� ABOVE X I XLn 1=w 0 � � m� o a r c h i t e c t w w NO CHANGE O = X J IU I REMAIN FOUN ATION WALL TO I 1 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 LINE OF EXISTING : w v COLUMNS TO REMAIN EXISTING p1 I CLOSET •1 I L_ _.. a 1 � '--I I (3� 2"X8" HEADER [�] EXISTING HE`D l L� — — — — —LINE OF EXISTING PORCH SLAB ABOVE— — — — — — — — — — — — — — — ExlsnNc PROJECT 6'-0" 12'-1" 18'-7" 6'-8" 12'-1" 18'-7" 6'-8" ADDITION EXISTING EXISTING EXISTING 43'-4" 6'-0" 37'-4" ADDITION EXISTING 43'-4" NOTE: EXISTING 2 BEDROOM, 1 BATHROOM HOME TO REMAIN 2 PROPOSED FLOOR 13EDROOMS WITH THE ADDITION OF A I BATHROOM. 'THE PROPOSED HOUSE WILL BE A 2 BEDROOM, 1 4 BATHROOM PLANS DWELLING. PROPOSEDFOU N D ATI ON PLAN DATE: 12/6/23 PROPOSED FI R ST FLOOR PLANKP PROJECT No. 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" DRAWING BY. CMT CHK BY. PROPOSED ADDITION: 441.8 SF DWG No. PROPOSED SCREENED PORCH: 142.8 SF [&0-0-21-F070 EXISTING HOUSE: 1267.8 SF OF 23 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 VIHOLE 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. LINE OF PROPOSED O DECK ADDITION LINE OF EXISTING DECK TO REMAIN ARCHITECT z 0 tz 0 0 a cYi EXISTING REVISIONS DESCRI PT I ON UJ DECK N NO CHANGE 0 o 0 a v_ 0 UJ z C 2 PROPOSED RIDGE 12 LINE OF EXISTING HOUSE p F��-RS ® 40 Q 7 TYPICAL ROOF CONSTRUCTION BEYOND OF EzP RpoF SHINGLE ROOFING TO MATCH EXISTING L J LINE OF EXISTING DECK TO REMAIN -" - �p�� PROPOSED 2X10 CEILING �q�j OVER 15f ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. I I 12 PR OD ROOF � J I OO 2 X10 ROOF RAFTERS 0 16 O.C. J RXINGNESR ROOF EXISTING C NSTRUSECTION z Q OQO��O RUBBER ROOF a TRAY CEIUNG FROM 5/8"GYP. BD. FINIS 6' 0.5 12 12 \ 8'-0" TO 11'-0" T. k S. 3 COAT JOB (TYP) a� TYPICAL CEILING CONSTRUCTION PROPOSED-7R PROPOSED 8'. PLATE HEIGHT PROPOSED 2X10 ROOF RAFTERS ® 16" O.C. IN COMPRESSED FOAM INSULATION N AREAS 2" X 10" CEILING JOISTS ® 16" O.C. T.O. PLATE HEIGHT -LINE OF ROOF TO BE W/ R-49 BATT. INSULATION _ J L - PROPOSED (3) 11 a" ML HEADER _ _ _ _ _ _ _ _ _ REMOVED PROPOSED FASCIA TO T.O. WINDOWS MATCH EXISTING PROPOSED TLLINE OF NEW I o TYPICAL WALL CONSTRUCTION J L SCREEN PORCH CONSTRUCTION EXISTING F _ -1 ' N slolNc To (TYPICAL) I I I SIDING TO MATCH EXISTING TYVEK HOUSE WRAP 1/2" CD X eEMAINEPLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. EXISTING 'n PROPOSED I I o R-21 INSULATION NEW 2"X10" rr I � (ExlsnNc) (EXlsn"c) I DECK GREAT ROOM II 1 ®LLJ 16 OC. " I _ TYPICAL FLOOR CONSTRUCTION NO CHANGE � II IVEW 2"X10" rr NEW 2"X10" rr 1 S NELS PESCREEN cnONaf EXISTING WINDOWS BEYOND OVIINER ® 16 OC. ® 16 UNE OF EXISTING WALL PROPOSED FLOOR JOISTS TO MATCH EXISTING OC. p 8"X8" POST WRAPPED PER LINE REMOVED < SELECTION OF OWNER BEYOND TO I W/3/4" PLYWOOD SUBFLOOR W/MIN. SOUND INSULATION ccs o Qo OPOSEDT.O. FIRST FLOOR N Y wYWOOD/ eE D BoaRD R-21 INSULATION 1 JOISTS ® 1 UJ - EwsTmc) EXISTING FLOOR JOISTS TO REMAIN 2"x6" ACQ SILL PLATE PROPOSED FLOOR JOISTS TERMITE SHIELD, SILL LW EXISTING DECK (3) 2X10 ACQ GIRDER TO MATCH EXISTING SEALER, ® z eEvnnD EXISTING FOUNDATION WALL TO REMAIN a c 5/8" DIA. ANCHOR BOLTS F 026"-0" O.C. OF FYII.;nNr, ROOFW EXISTING GRADE EXISTING PROPOSED RAF s o RAFTERS To BASEMENT PROPOSED , 2"X10" ACQ LEDGER o R IN REMAIN NO CHANGE BASEMENT I o BOARD LAG BOLTED 12" 00 NEW N :=:j . UJ z NOTE: ENTIRE CEILING SHALL 0 LL 00 EXISTING I — OC STAGGER AND SECURE EXISTING CONCRETE 8" POURED CONCRETE FOUNDATION O EDR OM z "'� TO EXISTING FRAMING SLAB BE ROCKED WITH 1/2" WALL ON 8"X16" POURED CONCRETE O W/D X ADJUST FOTING UNDATIONACCORDINGLYTO Q }- W GRADE. S --o croR / w 4" POURED CONCRETE SLAB MATCH EXIST. FIRST FLOOR ELEVATION I I 0 12"0 TUBE FOOTINGS I i I F07 I " 4 MILL VAPOR BARRIER u J O O ��- OSED Z MIN 36 BELOW GRADE (TYPICAL) LINE OF FLAT CEILING 1 ,QJ7 BATH v -' (MUST BE VIRGIN SOIL) Ld 1 NOTE: CONFIRM DEPTH OF (n / O EXISTING BASEMENT WITH U ' �= O N ARCHITECT TO ENSURE I_I } N PROPOSED BASEMENT DOES O �v NOT UNDERPIN EXISTING 70 NEW 2"X10" rr NEW 2"X10" rr �-- a @ 16 OC. ® 16 OC. -� EXISTING O EXISTING = Q OSET m CLOSET PROPOSEDDINING NUUM > D O T11�1± D SMOKE �' ,O �' — EXIS A1„18 I�.,iDGE o o — s CROSS SECTION �--�-I O � z TVIULJ K �— W O N _` <N a SCALE: 1/4" = 1'-0" 'cl 00 3'-4j(0 x-. °'DN �1 COPULA o iv y _J a ® (n W w -- Z �< EX NDED < L� 117777777771 -�' �O 12 CFFA EXOHAOST < U 2652 PROPOSED 11 �" ML RIDGE "� Q �5° FAV T EXTERIOR ,� NEW 2X10 rr NEW 2X10 rr O LAY PROPOSED " ® 16" OC. 6" 0 U RE OVER A o EXIS]INr, ROOF ! o p p v1 �snRc U W X s S�Q �lil ' MEVISnNG al TANK W CV Q to 1— Z QQp� 3 ® ♦'o Q Z F o _ - - N LIVING T ROOM ExlsTlEXISING Q P LLEYD w NO CHANGE U / ' O 2"X8 U) 4�R ISTI G ROOF RAFTERS ,7Of Of 0 M ® 16" OC V �(/ ' 7'-5 COUN HEIGHT ``fsA QOOKE (EXISTING) EXISTING J QTECTOR 0 EXISTING �� o L �, o CLOSET �C/ i �1 A Z Q UJ :2F �� z `� _ EXISTING C " N �x FRONT PORCH o zw W� C'4 w NO CHANGE P o LINE OF EXISTING W EXISTING W v RAFTERS To RAFTERS TO Charles M. Thomas (3) 2"X8" HEADER COLUMNS TO REMAIN EXISTING HE CLOSET REMAIN REMAIN RAFTER TO WALL a r C I'1 1 t e C t (EXT NG) (1 N 4) 10d x 1 1/ " FASTEER CS16 PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 STUD TO BAND JOIST P PROPOSED R 0 0 F F R A M I N G P L A N (20) 10d x 1 1/2" FASTENER Ridge Beam PROJECT 3 SCALE: 1/4" = 1'-0" o ° MTS16 D35 I I I nn aooE R06 1N ROW N ROOF i_ 1 h AI ROOF °°° RIDGE "OUSEMTS12 I° RAFTER MSTA I I PROPOSED ROOF I I FRAMING PLAN & IWASHER p-,_,m, ° LTP4 J D58 CROSS SECTION FRESH NR INLET I U+Y I W.C. I LAV I (SINK I D/WASHER LTP4 Simpson Strong Tie I I I I WITH CEILING COLLAR TIES ® 32" O.C. TUUplift connectors shall� I D10 FIRST FLOOR bypass each other to CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie DATE: 12/6/23 PER RAFTER INSTALLED OVER PLYWOOD PROJECT No. LTP4, spacing as required for prevent cross—grain ADJUS DRAWING BY. CMT CONNECT TO APPROVED shear. SSP spacing for uplift. tension of band joist. RIDGE STRAP TIE TABLE HANGER CHK IN EXISTING SYSTEt;I SCALE: N.T.S. SCALE: N.T.S. owc No. PLUMBING RISER DIAGRAM RAFTER TO WALL SILL 8d x11 1/2"r FASTENER � �— 003— 00 SCALE: N.T.S SCALE: N.T.S. 3 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. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING — R 6 02.7.2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTIONw ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/1 80 o , SLOPES THAN jWMO TOP PLATES ' SECOND STORY TOP PLATE- FINISHED CEILING WWEErr TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALLEU�N STUD INTERIOR WALLS AND H/180 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 SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND MEMEBERS DIAMETER 40% NOTCHING PROVISIONS BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH OF STUD DEPTH EXT. WALLS W/ PLASTER OR H 360 � WFCM SECTION 3.3.1.1.1 /1/3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL " STUCCO O FINI HE LOADS L 240 " / / NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE 5/8 MIN. TO EDGE � c y d NAIL AT 6" 0 C WITH WFCM TABLE 3.1 EXTWITH WALLS-WIND FINISHES / " (ALL PANEL EDGES) 5/8 MIN. TO EDGE T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 � FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED ND BRIDGING a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ROTATION IN ACCORDANCE ( ) a. The wind load shall be permitted to be taken as 0.7 times the N 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 ow 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 SAME IF HOLE IS BETWEEN 40% AND 60% a FARING (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 LOAD WALL of the cantilever. DOUBLE AND Nd MORE THAN TWO CROSS SECTION OF CUT OR 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 �, LAP JOIST 3 IN. MIN. CUT INTO STUD - glass or sandwich panels, the total load deflection shall not z N 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 2015 SBC HIGH w N SILL PLATE � JOIST •o , "� INSTALLED WITH WFCM TABLE 03.1ANCE not exceed L/12o TABLE R 301.2221 WIND EDITION 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 .1 FIGURE 3.3B WAII BRACING COVERING DEAD ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE \—SUBFLOOR FRAMING MEMBERS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT ° FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION 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 WALLFOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 ,., 2x4 CONTINUOUS NON—BEARING WALLS: R602.6 (1 ) 8c (2) LATERAL BRACE AT 6 O.C. LUN —� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) TYPICAL WALL, FLOOR & ROOF FRAMING- /-JOISTS JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED L,� WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE52-10d NAILS (n N FOR WOOD STRUCTURAL PANELSN4 ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 FASTENER SPACING (inches) LSEE STUD TO RAFTER Z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD T PICAL IOR STUD TO STUD DETAIL GABLE END TRUSS TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL RORNNECTORS Q 0 < 6 FEET < 8 FEET 1/2' SPACING—\ A A Q ED IX 0 - ALLOWS E CH SIDE NO. 8 WOOD SCREW 16" 10" 8" HO ADOWN NAILS 0 ANCHOR WITH 2 EMBEDMENTF -� HEADER STUDS -FULL LENGTH 5d COOLER NAILS AT 10" O.C. LENGHT DOUBLE A A WA STUDS I— Q STUD (MIN.) ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH AT HARDWARE a ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS N0. 10 WOOD SCREW 16" 12" 9" HOLDDOWN a o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2 EMBEDMENT (Hou) a CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT a NOTE: SIMILAR REQUI ED Co EC R ADDITION To CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W ° 2-16d COMMON CONNECTION AT EA H SIDE R UIR BOTTOM OF CRIPPLES ALL STUDS AND AT TOP AND 20 GAUGE STRAP LZ FOUNDATION. CY ° 1/4- LAG SCREW BASED ANCHOR 16" 16" 16" SDE WALL NAILS AT6'o.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS � WITH 2" EMBEDMENT END WALL Q W LENGHT ; _ (WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS �, I 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. ! I � FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. " WFCM FIGURE 11 FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST �, 12 MAX. ( J CD ` J c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN � NAILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. , , CD ,y SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. C TOP PLATE a o0 d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING PROVIDE RAFTER TO RIDGE TENSION STRAP c� VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT •. H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF cv DIAPHRAGM USE 8-8d COMMON NAt S LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1 4 0 �y H/ BUT NEED NOT ON SHEATHING JOINT o WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) o o ° EXC ED 15 FT. AX. EXCEED 40 FT. MA 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP / HOLDDOwN ° a CCORNER TESTUD To ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g CL (HDU) o BASED ON SHEARWALL REQUIREMENTS Uj ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o C) U) 20 GA. STRAP— DOUBLE PREFERRED METHOD z STUD (MIN.) o � 1 WIDE MIN. AT HARDWARE 8d NAIL AT 12" O.C. ON o RAFTER o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16dNAIL AT W 4.JM FLOOR TO FLOOR PHD5 24.. RIDGE TENSION STRAP DETAIL- CCONNECTION a TABLE R301 . 5 NOTESCM CM 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. T A B L. E R301 . 5 LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. ALL PANEL b. APPPUED TO ATTIC SPACES MEETING THE REQUIREMENTS IN AREA HOLDDOWN USED / EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS ) 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 Simpson S t r0 n g— Tie INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( 8-8d TO STUD CONNECTION , CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE r 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 CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOADLOAD LIVE I I STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. E o~c 3 ROOF R RIDGE DETAIL 4-8d TO PLATE GYPSUM BOARDc. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE Co 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 3 SCALE: NI.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATA 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 SIDE 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. � e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR NAIL PENETRATION INTO FRAMING IS ACHIEVED. WOOD STRUCTURAL WALLS. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 L do * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz Lco ®I 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 JC Cl ®I (TABLE 3.1, WCFM 2015 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 ®I HIGH WIND EDITION) LOAD REQUIREMENT. g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 8d NAIL AT 6" O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBER 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 ( PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 FRAMING MEMBERS NOT 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 2 � CORNER BRACING DETAIL TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: • EXTERIOR C0RNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 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. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 3. 1 WFCM 21D18 HIGH WIND EDITION ) STABLE 3.2A WFCM 2018 HIGH WIND EDITIONS 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 �L'C NAILING SCHEDULE IF published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: ` are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) o ^•'+� .� ANCHOR BOLT CONNECTION FOUNDATION RESISTING SUPPORTING NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances j t -'° ` o COMMON NAILS 1 - FLOOR 1/2" ANCHOR BOLTS 31 sheet no. 1 having jurisdiction and best standards of construction ! N •' " d C7 LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. 4-8d PER RAFTER Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED STUD/ 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 d-B (4)A f 2 (See Table R301 1 1 2. . . . . or Winom Debris to all work 2 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301. performed on this project. 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 3.213). 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 p 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. ~ TRIM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a- 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 p, 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 v 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 2-16d 24' O.C. and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED 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 a statutory TOP OR BOTTOM PLATE TO STUD (END-NAIFoam plastic-Section R316 insurance coversP�ED) 9 y policies (Worker Flame Spread and Smoke-Section R315 3-16d PER 2X6 STUD Compensation, etc.) and general liability in an mount not Lo Insulation-Section R316 co 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o t N N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be U) \ \ FACE-NAILED 2-16d (SEE NOTE 1,2)1 PER FOOT Protection Against Decay-Section R317 named insured oany and all policies. w `r NROTTOM PI ATF TO FI OOR .101-.;T. RANDJOLSL FNr),101-.;T OR Protection Against Termites-Section R318 6. Provide 0.025"n of a meatal shield, other than aluminium, over fibrous o' (0 0)FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER (TOE-NAILED) 4-8d PER JOISTAccessibility- Section 3 7. All wood in contact with concrete or masonry to be Wolmonized Elevators andPlatformlifts -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 3-16d in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 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 IS 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 0 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. N BAND JOIST TO SILL OR TOP PLATE TOE-Ni%ILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes �- 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. W O BLOCKING TO FLOOR JOIST TOE-NAILED 13. Do not scale drawings. Use figure dimensions only. 8 poured concrete foundation wall, 8'-0" high, 3000 # test ` V 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 W 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 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 W GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Z 0 / 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 property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" " CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O /EDGE 4FIELD 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 0 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. 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. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Provide 3 1/2' steel lally columns. 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 L 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 5d COOLERS 7" EDGE 10" FIELD Fireblocking - Section R502.13. z Q GYPSUM WALLBOARD ANCHOR BOLTS IN FOUNDATION USE: Floor Construction: SST628 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U21O 2X6 Q Floor joists: see Foundation and Floor Plans, spacing as noted. 0 W Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER2-2x6 ACO sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q ry 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 Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' STRUCTURAL PANELS 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted. 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2' X 5" LAG GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. 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.USE (4)-8d NAILS AT EACH ENDN 5/8"Type X GWB in garage. (2) layers I" GWB at fire partition Sim son Strong-Tie N 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g 0 At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 F- N 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 4-1 Od x 1 11/2" U LLJ WFollow 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 t w » 5- 8DSIMPSON H ST USE W/ONLY s » » percent slope), o MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL � ANCHOR BOLT (14 ) GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER ® EACH JOIST 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment 0210 2X6 (EVERY STUD) STUD TO SI SEE ANCHOR SCHEDULE, shall be two 2 I ers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T ( ) O y pp g PP y ( ) p ( 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) C� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 CD 40J M HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER • o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 1/211 7" MIN EMBEDMENT o e For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER U N (SEE FOUNDATION PLANS A-3.1 AND e D p `a n-•• A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2) 4,4 e .o - ' Underlayment in High wind (Section R905.1.1) CONNECTIONS (MINIMUM DOUBLE STUD) e•°D oe'.A•po.•"o .."•e'° 'a e,o - > `�a > SIMSON STRONG TE Flashing (Section R905.2.8) O 'a Chimney and Chapter 10 STU BEARING PLATEf A / P - 16» O.C. Energy Efficiency - Chapter 11, see attached report c•VDOUBLE 2X MIN.D. o • a l •a•a G,. , , o• 6. . . o USE 4-8D NAILS @ EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR ne D . Heaitng and cooling equipment - Chapter 14 BEAM _e e• v e C •e c �.°d4 ii a a Exhaust Sustem - Chapter 15 ° °ant �n. ��n. Win.. ° ° Duct System - Chapter 16 .� Z A . °.•° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion iion Air - Cha ter 17 Simpson Strong-Tie es D e D e D 'lip ee A 4 p • •c ,� :°71,,��M, 4 e D Plumbing an Part VII - Chapter 18 AT EACH POST o • o �' °• SEE PLAN SSS a 1 3/4" Jim ,° °.°s°1" 'o Flood Zone - 301.2.4 r n UJ EDGE DISTANCE x•44 a s° HEADER LSTA21 v,/ FLOOR TO FLOOR ° ' Simpson Strong-Tie U CONNECTION KING STUDS CS201}( COILED Y2 THREADED ROD STRAP. MIN 12' REQUIRED FOR STU 1/2---,, /�' V OVERLAP AT EACH L JACK STUDS x SIMPSON STRONG - TIE SIMPSON STRONG-TIE STuO 1 1/4" COIL STRAP - / H2A SI 2"MINIMUM CNW NUT COUPLER �{ a 16" O.C. USE 4-8D AT EACH ROOF `V ° NAILS AT EACH STUD RAFTER USE 8-16D ° MIN OVERLAP IS 12" NAILS AT EACH END JACK 0 SIL I MIN EDGE DISTANCE* _ o 12" MIN OVERLAP PER RT2.5 . COMPONENT Q DISTANCE* MIN EDGE SHEET N0. STH08 ? 1r'3e' =dw. STUD TO ROOF RAFTER "" =' �'• •'• '•- FLOOR O R TO FLOOR Simpson Strong-Tie F WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" � FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION INSTALLATION RIM JOIST TO 'STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS