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HomeMy WebLinkAbout48145-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE k� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48145 Date: 8/3/2022 Permission is hereby granted to: McAllister, Malcolm 38 St Roch Ave Unit A ..............www��__............... ......, .___,.__.....ww.wwwww�_____......_�..........wwwww __,__.-, ,_._............ww. Greenwich, CT 06830 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: The Gloamina. Fishers Island SCTM # 473889 ............................ ...__, ................._.� __ww�......._�_. .. Sec/Block/Lot# 10.-9-9 Pursuant to application dated 6/2/2022 and approved by the Building Inspector. To expire on ._ 2/2/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $654.80 CO-ADDITION TO DWELLING $50.00 Total: $704.80 Building Inspector trt 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 )1t[ HN � °. o tholdtownn Dov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT N0. Building Inspecton, ., J[.JN 0a7 2022 'D Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an OWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:25 May 2022 OWNER(S)OF PROPERTY: _ .�..._....,..,......,..�..,..........._.........._-..........._..w.n_.,...�.....�.-,....._. Name:Malcolm McAllister scTM# Zoao- 10 -- 9 -- 9 Project Address: 960 The Gloaming Fishers Island, NY 06390 Phone#: 631-788-7823 Email: ewsb@aol.com Mailing Address: 5 Mahier Avenue, Greenwich CT 06830 CONTACT PERSON: _ Name: Samuel W.Fitzgerald Mailing Address: 15 E. Putnam Avenue, #234, Greenwich, CT 06830 Phone#: 860-287-3808 Email: sam@sfapc.net DESIGN PROFESSIONAL INFORMATION: Name: Sam Fitzgerald Architect, PC Mailing Address: 15 E. Putnam Avenue, #234, Greenwich, CT 06830 Phone#: 860-287-3808Email: sam@sfapc.net ......... - _ .,.,. CONTRACTOR INFORMATION: Name: BD Remodeling & Restoration Mailing Address: P.O. Box 447 The Gloaming, Fishers Island, NY 06390 Phone#: 631-788-7919 Emai! harland@bdrrusa.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ©Addition ❑Alteration ❑Repair ©Demolition - _Estimated Cost of Project: ❑Other New 630 SF addition and interior renovation $150,000 Will the lot be re-graded? ❑Yes kNo Will excess fill be removed from premises? ®Yes ❑No PROPERTY INFORMATION Existing use of property: SlrlhJt, ;w,;h{ojdhWIntended use of property: J^ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes *No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class Amisdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print me):S m el W. Fitzgerald ®ALfth rued Agent ❑Owner Signature of Applicant: Date: STATE OF SS: COUNT OF �Velvl ) GVIAU W RC2 e&,(1 being duly sworn, deposes and says that (s)he is the applicant (Flame of individual signing contract) abov named, (S)he is the 6 o (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 day of 20 _t..•. Notary Public ALBERT E [NOTARY Fi i 9Ti i ? EOI PROPERTY OWNER AUTHORIZATION 0mrni O958 EXyCOnil�sicfi t/M (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 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) 765-9502httDS:Hww,wsotitl'iold!2AqMgov a, Date Received APF)LICA rION FDR BUILMNGPERMIT For Office Use Only PERMIT NO. Building Ins�aettor: , JL Applications and forms must be filled out in their entirety. Incomplete 7 2029 applications will not be accepted. Where the Applicant is not the bwper,ank Owners Authorixaticfrt forfn P wge 2)shall be completed. UV�MNG DEF."i - `i'C�VVN OF SOiJ-i• �F 0 Date:25 May 2022, OWNER(S)OF PROPERTY: ' Name:Malcolm McAllister scrM#1000- 10 -- 9 -- 9 Project Address: 960 The Gloaming Fishers Island, NY 06390 Phone#: 631-788-7823 1Email: ewsb@aol.com Mailing Address: 5 Mahier Avenue, Greenwich CT 06830 CONTACT PERSON: Name: Samuel W.Fitzgerald Mailing Address: 15 E. Putnam Avenue, #234, Greenwich, CT 06830 Pnorie#: 860-287-3808 Email: sam@sfapc.net DESIGN "IFESSIONAL INFORMATION: Name; Sam Fitzgerald Architect, PC KK ` Mailing Address: 15 E. Putnam Avenue, #234, Greenwich, CT 06830 Pnone4: 860-287-3808 Email: sam@sfapc.net CONTRACTOR INFORMATION: Name: BD Remodeling & Restoration Mailing Address: P.O. Box 447 The Gloaming, Fishers Island, NY 06390 Phone#: 631-788-7919 1Email: hariand@bdrrusa.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ©Addition ❑Alteration ❑Repair RDemolition Estimated Cost of Project: ❑Other New 630 SF addition and interior renovation $150,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? WYes ONO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Fits e)"cld ®Aut oris d Agent Downer Signature of Applicant: 4 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 (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. w'r '�t, . Sworn before me this �" t . day of tie ,20_2 a � `� =��� Notary Public 1 . Where the applicant not the owner oas��ivuhr� ��� Is rlw�c pplit ih ) R�a.'ptra�`�R^�IvPw�� &rea,of New C�""a r�'(w"k " BiuRr'.aH4esNrm2,nR�r0'X,,V-4 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 HARBORS 1 x: Aa -OCA-1101N Vw- SCALE ji FIM `i s¢ a� aK ^ -.€. -- ' a} i ~ - XQQo 'I vm aT `� rceu �: ss = G LGAv ING Acry } `� 0 ZZ N W 3 N_ Lu L u ENCLOSE EXISTING �q W z WRAPAROUND SCREENED �� N PORCH AND CONVERT TO _ =9 LIVABLE FLOOR AREA. Q w RENOVATE EXISTINGFtS�t SCREENED PORCH t REMOVE EXISTING OPEN PORCH \\ r p, f 1 Q!� j q " A s i3 , �a _ \ °a k ' \ 0-99 T r f= OF 0 t McALLISTER RESIDENCE I6 j j If r' 960 THE GLOAMING mG i r FISHERS ISLAND, NEW YORK SECTION 010, BLOCK 9, LOT 9 LU G Q p M N 375 AC (16,335 SF) T H E Existing Coverage: 6.3% Proposed Coverage: No Changew SITE PLAN N�d SCALE:1'=29 HAR50R Ncoo O U } F- O O CIL a> 2 cTo E Q � > Uca 7 M � 0 0 N � W>� a5 ° ! OU) - Lr) 30 ♦ ♦ 0wwo V U r ca co IT rbr o O�v LL _ r M 00 Lo Q V in & N/F 6 s SUZANNE & FREDERICK \�7 o� BANCROFT F ! o _ � 4j \ISr2p4s3°, 14'00 31.6 0 SECOND RIGHTr LOCATION MAP SCALE 1 "=400' i` OF WAY FOR f / ! SUZANNE & FREDERICK `� i� AND POLES ` �! REFERENCE DEED �_ POLE f MAP REFERENCES BANCROFT ,/ oo (NOT USED) �� #429 ! POR �� o 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO JOSEPH KADDIS; THE N i� f GLOAMING; FISHERS ISLAND, NEW YORK; C.M.E. ASSOCIATES; NORWICH, CT.; DATE: 11/08/2003; SCALE: 1"=20'; SHEET 1 OF 1 EXISTING A I 2.) SURVEY MAP PROPERTY TO BE CONVEYED TO KEVIN WATERHOUSE; THE O FENCE �� <v� RESIDENCE I I GLOAMING; FISHERS ISLAND, NEW YORK; CME/CPK DESIGN GROUP; NORWICH, F- Y CT.; DATE: AUGUST 3, 2001; SCALE: 1"=20'; SHEET 1 OF 1 p a W C;dO MEQ FSTONE '1 N� i 3.) SURVEY MAP PROPERTY TO BE CONVEYED TO SUZANNE & FREDERICK jj J U =, (BURIED) I\ POR 3 a BANCROFT, OFF THE GLOAMING; FISHERS ISLAND, NEW YORK; CHANDLER, > I� Cy No I ! PALMER & KING; NORWICH, CT.; DATE: SEPTEMBER 22, 2000; SCALE: a Z 1.— 0 Ll 1"=40'; SHEET 1 OF 1 Q O LL Q Z r� �! APPROXIMATE ' f ► ,�j Ld CD LOCATION N�F j > m W Lu c/) �,� BURIED UTILITIES ELSA H. RIVERS NOTES O _ LL. _ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED ��-- FIRST RIGHT j HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO (n Z OF WAY FOR UTILITY LIES ENG GEMENTE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE w o� Lu DECK 9 /REFERENCE AND POLES PER I oI f a Q (nOTUSED} \` �I m �\ 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, Of LL �\o. ! UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO a SHRUB (TYP.) / ALTER AN ITEM IN ANY WAY. � f 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. EXISTING �r; <"o APPROXIMATE ! 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC RESIDENCE r�,�'F / LOCATION \ �Jj i SURVEY TRIANGULATION STATION "PROS" , p� / J EXISTING f 3,6 EXISTING / WATER SERVICE \ �i —�/ ! 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP m Y / 1000, SECTION 010, BLOCK 9, LOT 9. 80.2g00 W / 6.) TOTAL AREA = 0.37t ACRES. N/F \1'"�,\ / 120.40 0 _ 01% IPOL #441 / ! 7.) SITE IS LOCATED IN R-40 ZONE. JOHN B. & JEANINE IRON Z \ GLENDON PIN / --- 01\N / 8.) DEED REFERENCE: LIBER 3019/PAGE 03 p (FOUND) 0/W _ w POLE N Cl 0 #440 EDGE OF ppVEMENT 0/\No CERTIFIED TO: > o�W -----'STONE WALL ALISTAIR SMITH Li 4' f HIGH G LpAM I N G VERE57ONE JENNIFER FOLYE Ir }-�— 'rH E (FOUND CHICAGO TITLE INSURANCE SERVICES, LLC a POLE t TO $- IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS OF THE o #439G 5T. _ NEW YORK STATE LAND TITLE ASSOCIATION. .✓ —�,_...--�'�— TITLE N0. 7404-007576 0 z F- U) N 1212.28 Q N W 0.65 0 o 0 I o mF-- 0 0 O J Z w w W z z Y LEGEN O O O (n- Q w0 J Of w � = O QUALITY CONTROL CERTIFICATION NOW OR FORMERLY N/F IL m 0 0 " CO) L GROUP REVIEWED DATE OVERHEAD WIRES o/vv DATE: 03/03/2020 PROJECT MANAGER SURVEY UTILITY POLE -+- SCALE: 1 " = 20' ENVIRONMENTAL BOUNDARY POINT ® 20 10 0 20 CIVIL iSHEET: 1 OF 1 STRUCTURAL GRAPHIC SCALE IN FEET ARCHITECTURAL PROJECT: #2020027 /0. �/3/ate GENERAL NOTES TABLE R301.2(1) CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 1. The contractor shall furnish and install all items Ground Seismic SUBJECT TO DAMAGE FROM Winter ice shield unless otherwise noted. Snow Wind Speed Design Frost line Design Underlay Flood 2. The contractor shall verify all dimensions and job Load (MPH) Category Weathering Depth Termite Decay Temps Required? Hazzard conditions. All discrepancies shall be brought to 45 140 B Severe 42" o era a Slight to 11B Yes N/A the attention of the architect. The contractor shall To Heavy Moderate I be solely responsible for visiting the job site and TABLE 402.1.1 AMP ROVED AS I��OT D obtaining all correct information for the INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DATE•- B.P. completion of the contract. CRAWL BY: a. All dimensions locating exterior walls are Fcc- 0 •� CLIMATE FENESTRATION SKYLIGHT CEILING WOOD-FRAME MASS FLOOR BASEMENT SLAB - to outside face of Stud unless noted ZONE U-FACTOR U-FACTOR R-VALUE WALL WALL R-VALUE WALL R-VALUE SPACE NOT!�8 BUILDING G2 9 AM TO 4 4PM FOR THE otherwise. DEPARTMENT AT R-VALUE R-VALUE R-VALUE DEPTH WALL 765-1ta R-VALUE FOLLOINING INSPECTIONS: b. Dimensions locating interior walls are to 4 0.35 0.55 49 21 8113 19 10/13 10,24" 10113 1, f �t;tlt pTl6N - TWO REQUIRED F ��I��jJ�Eo COP�Cf?E T E rough framing or centerline of rough 2. F �OGH - FRAMING & PLUMBING opening unless noted otherwise. 3. INSULATION 3. In the event that certain details of the NAILING SCHEDULE 4. FINAL - CONSTRUCTION MUST construction are not fully shown or noted on the BE COMPLETE FOR C.O. drawings or called for in the specifications, their Joint Description Number-Type of Nails Nail Spacing ALL CONSTRUCTION SHALL MEET 9 p THE REQUIREMENTS OF THE N.Y. construction shall be of the same size and q Bottom plate to floor,band,end rim joist or blocking(face nailed) 3-16d(1,2) Per foot STATE CONSTRUCTION & ENERGY character as for similar conditions which areCODES, NOT RESPONSIBLE FOR Q shown or noted. }. Joist to sill,top plate or girder(toe-nailed) 6-8d Per joist DESIGN OP. CONSTRUCTION ERRORS 4. The contractor agrees to assume Sole and "' complete responsibility for job site conditions Q Blocking to joist(toe-nailed) 3-8d Each end during the course of construction of this project, PROPOSED ONE-STORY + including safe of all persons and property. This BASEMENT FRAME ADDITION Blocking or sill or top plate(toe-nailed) 5-16d Each end 9 tY P p p Y• Ledger strip to beam(toe-nailed) 5-16a Each joist requirement shall apply continuously and shall SCREENED PORCH not be limited to normal working hours. The Joist on ledger to beam(toe-nailed) 5-8d Per joist contractor further agrees to defend, indemnify EXISTING and hold design professional harmless from all TWO-STORY Rim to joist to joist(toe-nailed) 5-16d Per joist liability, real or alleged, in connection with the RFRAME \ -'�O Rim to joist to sill or top plate(toe-nailed) 3-16d Per joist performance of work on this project, excepting ESIDENCE \/ \��Q liability arising from the sole negligence of the design professional. 5. Only working drawings stamped "Issued for Construction"are permitted to be used for \ construction of this project. All other drawings REMOVE EXISTING are obsolete and are not permitted on the job I PORCH ON FRONT PROPOSED OPEN \ site. Contractors using incorrect drawings are 35' OF HOUSE ENTRY PORCH solely responsible for all work not performed in accordance with the drawings issued for REAR YARD construction. / 6. Manufacturers installation instructions for all products shall be kept on site by the contractor for use by the owner. 7. Contractor shall provide all tools, materials, labor and equipment necessary to provide a complete installation of the work described in these drawings. 8. Drawings are not to be scaled in the field. Written r dimensions take priority. ►�`��t`O� _ / 9. General contractor and all sub-contractors shall C3 Q- \ be familiar with all drawings for project. PLAN LEGEND yP ��� Information for all trades appears on sheets. 10.Sam Fitzgerald Architect, PC (SFAPC) shall retain all copyrights, and all statutory and EXISTING HOUSE -NO WORK Q2�s, common law rights with regard to these plans ,c- and the building design depicted in therein. Any �� reproduction, change or assignment to a third EXISTING HOUSE TO BE RENOVATED p G party shall not occur without first obtaining the F-1 NEW CONSTRUCTION OUTSIDE Addition and Renovations to the McAllister Residence consent of SFAPC. EXISTING BUILDING FOOTPRINTe ou- min 9\�I� 0 P G � Sam Fitzgerald Architect, PC '( r ft lS% 1dA"ft11F11%1d INY 15 E. Putnam Ave.,#234 Greenwich, CT 06830 860.287.3808 sam@sfapc.net SCTM# 1000 -- 0 10 -- 09 -- 009 DRAWING REVISIONS SCOPE OF WORK PROJECT DIRECTORY SITE PLAN 1. New one-story+ basement addition 1 2. Gut renovation of existing house OWNER: ARCHITECT: SCALE: 1116" = 1'-0" Malcolm McAllister Sam Fitzgerald Architect, PC 5 Maher Avenue 15 E. Putnam Avenue, #234 DRAWING ISSUE ZONING TABLE Greenwich, CT 06830 Greenwich, CT 06830 (860) 287-3808 1 05/27/22 PERMIT _one R-40 Actual Lot Size .37 Acres 16,117 SF SH EET I N DEX Conforming Lot? No CONTRACTOR: ENGINEER: A0.0 SITE PLAN;PROJECT DETAILS BD Remodeling & Restoration CHA Consulting, Inc. D1.0 DEMOLITION PLAN Box 447, The Gloaming 33 Wilbur Cross Way Ordinance Existing Proposed A1.0 FOUNDATION PLAN&DETAILS Fishers Island, NY 06390 Mansfield, CT 06268 ADDITION TO A1.1 FLOOR PLANS (631) 788-7919 (860) 885-1055 Front Yard Setback 35' 73.5' 57.5' A2.0 ELEVATIONS&SCHEDULES MCALLISTER RESIDENCE North Side Yard Setback 10' 20.6' 10' A3.0 BUILDING SECTION 1 hereby certif t ` e ere prepared under my direction and to the best 960 THE GLOAMING, FISHERS ISLAND, NY South Side Yark Setback 15' 5751.0 S1.0 STRUCTURAL PLANS&DETAILS of my kno g6--s`\� fo to the applicable Building Codes and Ordinances. ��/ v\ ��%��1 Sheet Title Rear Yard 35' 13.25' No Change Q .4,� 2 n SITE PLAN; PROJECT INFO Stories 21/2 2* No Change Date Height 35' 25.5' No Change �1 1J 29 O4 5/27/22 Samuel W � "Date LJ g `JUN 2 7 2022 F Project A0 .0 Lot Coverage 20/ 6.2/ 9.20% � C � 60-000 0 0 o NY License#02'� �:.��. n � Scale AS NOTED DUILDINr DEPT �F Walk-out basement is more than 50°o below average natural grade. TOWN OF SOUL. _j% EXIST'G BALCONY SCREENED PORCH NO WORK NO,�'` NO WORK _ --------rr--------r-7 a----F r— _ _ -- -------- --- -- -- — — r -------- /ri r� ---- ---------- ---- �- -- ------- -------� ------ ------ 1 1 \X♦ I I ♦\\ I ♦♦� 1 `,('/' 11 ♦`�,Y I 1 y y III 1 1 1 1 I I I I I I I I I I I I I I I rIT Jrri I III I I III III _ KITCHEN IIIBEDROOM 2 ' '1 BEDROOM 1 201 - - 101 LIVING/DINING ROOM III 1 I 111 L___JI 100 200 ! I i REMOVE THESE COLUMNS AND ,p ! 1A I I r BEAM ABOVE.PREP FOR NEW / `♦♦ 1 1 .,� \ r---------------------------- 1 L----,r---------I 1 1 SINGLE SPAN BEAM. / ♦♦ ,, + I r--------------r------------ l 11 11 I I ! ++ i , , _ 1i i1 1 i ADEQUATELY SHORE DURING r---I `a-i L-tG' Ir--' i ( i i �_�,. r ------114 i ! DEMO. 1 r-� L-----I L__, 1 \ / I II II I .__. I II 111 1 I ,1--------- ----------- - --------li------- ---------------774----------------- ---------------- i H BATHROOM 2 L- ---------T -----, I I /, Hall �, a r------------------------------------------------------- 111 202 �J� ! ! + I II , I I . ♦ , I 1 `� � 1 II 111 111 I I rk - 1 ♦♦`� ---- I L------}JI 1 1 1 1 L--------- -1i r 1 I 11 r--------------- - __ O 1 I 1 , I ____________ _________ _ J L__-_ � I III If ---------------------------1 1 ____ 7__T_T_T L J III r-_-_�_r_T-T-T I I I I I 11 111 l i I I I I I I I 1 I I I i i Z a BATHROOM 1 ``. E I 1 I 1 I 1 I I I I ,(,♦ III I I 1 I I 1 I I I I I I I I I I Z F . I 1 I 1 I I I 1 I I I I I I I I 1 `♦♦♦ ``� `,\� I I I N W 1 I \♦♦ .♦` I I I I 1 I I I I I I ♦♦♦ 1 1 I I I I 1 I I 1 I 1 11 I IY I 202 ♦♦ ♦♦♦ I I I I I I I I I I 1 , \ I I I I I I I I I I 1 I I W I ��` �/ �� \♦ I I I I I I I I I I I , `♦♦ -J--1--L1 ------ ______ - I L-J \`\♦ f I p I ,J , I Z O U-1 1 I X m i REMOVE OPEN PORCH IN ITS ENTIRETY I ---\ I I I I 1 I I I I I I I I I I I I I 11 VC ECOND FLOOR DEMOLITION PLAN FIRST FLOOR DEMOLITION PLAN ALE: 1/4" =40' SCALE: 1/4" =40' y PLAN LEGEND Fo 0— EXISTING TO REMAIN -- NO WORK LINE OF PORCH ABOV :7 AREA OF GUT RENOVATION, REMOVE ALL FINISH SURFACES, CABINETS, Sam Fitzgerald Architect, PC COUNTERTOPS, APPLIANCES, FIXTURES, I© ETC. VERIFY EXTENT OF M,E.P. I 15 E. Putnam Ave.,#234 DEMOLITION IN FIELD. PREP FOR NEW Greenwich, CT 06830 WORK PER SHEET A1.0 I 860.287,3808 BASEMENT sam@sfapc.net 000 I ! EXISTING PARTITIONS TO REMAIN ___________ EXISTING CONSTRUCTION TO BE DRAWING REVISIONS REMOVED I® 1 7/16/22 PERMITAMENDMENT ❑ o ❑ REMOVE EXISTING STAIRS, FILL IN OPENING WITH FRAMING PER SHEET S1. ® --- -----©- DRAWING ISSUE Z r---------- >--I -T- --r-� 1 05/27/22 PERMIT El I I I I I I I I 9, Uj Ln of 1 BUIL ANG DEPT X LU w Co REMOVE ALL PORCH CONSTRUCTIO ////// ADDITION TO LJ LJ LJ LJ LJ LJ ! EU AR� MCALLISTER RESIDENCE j� •, �C� 960 THE GLOAMING, FISHERS ISLAND, NY BASEMENT DEMOLITION PLAN b Sheet Title SCALE: 1/4"=40' `R'9 0.0293g� o� DEMOLITION PLANS FN Date 7/16/22 1(I �w A Project 60-000 D1 90 Scale AS NOTED ® ❑ ❑ o ❑ 9'-10 1/2" 14'-1 112" 10 a o � I 2 0 6" V-0" 6" A 1.0 i I EXISTING BASEMENT 4 I M B01 wl W Z � M El mV w ( O Q0 O I I iV Z NEW BASEMENT I I B02 ED II 1 i 1I 31/2"DIA.STEEL COLUMN BEARING A1.0 " Q-- p ON 36"x 36"x 12"FOOTING WITH(3) #4 BARS EACH WAY. SIM 6" V-OI' 6 F I I - - ----- _ 5 0 . JI ZD COLUMN OIL T/FIRST FLOOR FINISHED FLOOR ELEV.0'-0"-MATCH EXISTING ANCHOR BOLTS WITH MIN. 112 DOUBLE ZINC I I I 7"EMBED,72"O.C.&AT CORNERS I 12'-3" 12'-3° T!FOUNDATION _ PLAN LEGEND 6" 1'-0" 6" _- I COLUMN ELEV,•1'-0114" I o OIL • -- I 4"coNc.sLABw/sxs1.4x1.4wwF w EXISTING TO REMAIN NO WORK Z OVER 6 MIL VAPOR BARRIER OVER 2" a, 6 z I ( M XPS RIGID INSULATION OVER 5" " z a o TAMPED FINE GRAVEL,--\ o I I (.1 zOIL _ B I BRICK SHELF _ AREA OF RENOVATION WITHIN EXISTING ELEV,VARIES.MAINTAIN 8" MIN.BELOW GRADE HOUSE I NEW CONSTRUCTION OUTSIDE EXISTING 4"BRICK SHELF.8" FOOTPRINT 8"DIA.CONC,PIER WITH 18" I i MIN.BELOW GRADE. DIA,BELL FOOTING.MIN,42' I ---------------- ---- BELOW GRADE, - - - L------------------------------------ ---R - -- EXISTING FOUNDATION TO REMAIN TCOLUMN � _ n 3,000 PSI CONCRETE NEW FOUNDATION 8'8 24-6Fitzgerald" Sam Architect, PC FOUNDATION WITH#4 BARS EACH WAY 12"O.C. PIER 2 15 E. Putnam Ave.,#234 BITUMINOUS Greenwich, CT 06830 WATERPROOFING MEMBRANE— (2)314"A307 ANCHOR BOLTS AT Al•Q 860.287.3808 OPPOSITE CORNERS.EMBED 9". FOUNDATION PLAN 3 sam®sfapc.net 3-1/2"STEEL COLUMN WITH SCALE: 3/8" = 1'-0" ASPHALT PAINT. 1/2"DOUBLE ZINC ANCHOR (2)3/4"A307 ANCHOR BOLTS 10 x 10 x 5/8"STEEL BASE "CONC.SLAB W!6 x 61.4 x 1.4 BOLTS WITH MIN.7"EMBED,72" AT OPPOSITE CORNERS. ,. PLATE ON 3/4"NON-SHRINK DRAWING REVISIONS WWF OVER 6 MIL VAPOR O.C.&AT CORNERS. EMBED 9" GROUT, BARRIER OVER 2"XPS RIGID 1 7/16/22 PERMIT AMENDMENT INSULATION OVER 5"TAMPED NFILL WITH NEW CONIC.SLAB FINE GRAVEL. T I SLAB EXISTING SLA OIL T/SLAB — TI FOUNDATION _ ELEV,MATCH EXISTING ELEV.MATCH EXISTING N N 11 if If 1 FOOTING DRAIN. €' VERIFY LOCATION IN u, FIELD _ B I BRICK SHELF1I- -`� F • • 3" 4" 5" ELEV.8"MIN.BELOW GRADE J1--� I�=1=T DRAWING ISSUE —I —III—I I—III—I I I— CONT.CONCRETE FOOTING -I I —I I IEL I V=III=1 1 05/27/22 PERMIT B/FOOTING WITH(3)#4 BARS. I—III—III— J I I-111—III= _ J, =Tf IT_I-1TI T-III—II ELEV,18"BELOW T/SLAB1—III—I 11—) c, —1II—I1= 3,000 PSI CONCRETE �—I 1� — — — 2'-0 FOUNDATION WITH#4 BARS I—I 11—III-1 — — — — I I— — 1I- 1'-0" TOP&BOTTOM AND =T=1 I —III 11=1 11=1 11=1 1=1 11=1TI=1 1=1 1=1 11=1 1=1T=1 I T=1TI=1T VERTICALLY @ 48"O.C. 3'-0" 3)#4 BARS EACH WAY OOTING DRAIN,VERIFY • • LOCATION IN FIELD ADDITION TO • � AR �y�\��.1AM MCALLISTER RESIDENCE � ��'' 960 THE GLOAMING, FISHERS ISLAND, NY B/FOOTINGOIL j ELEV.42"MIN,BELOW GRADE Q ,. L 2--0' L 1J1 Sheet Title 04°' 029399 0¢� FNDTN PLAN & DET'LS FOUNDATION SECTION �SC OLU�– 1 N' FOOTING DETAIL F" Date 7/16/22 2 SCALE: 1" = 1'-0" A Project 60-000 AloO l� U� Scale AS NOTED 24'-0" 9'-101/2" 14'-1 1/2" EXIST'G EXIST'G SCREENED PORCH 1 7. 11'-3" 41/2" T-0" 6" BALCONY NO WORK I A3.0 F—TO FOUNDATION I t--FINISHED INISHED WALL NO WORK EQ.1 EQ.1 6" EQ.2 EQ.2 WALL TO FOUNDATION 0 - � 0 KITCHEN I B N 2 INISHED WALL — — I A3.0 FINISHED WALL 1 TO FOUNDATION TO FOUNDATIO 01 'I a _ BEDROOM 2 LIVING/DINING ROOM BATH 2 200 100 G" �I1 201 .. FLOAT 4112" 3'-4112" 1'-9" 1 S 9'-01/2" 41/2" M N w v 0 0 BEAM LINE CLOSET — — DN 107 EW COLUMN ALIGNED WITH BEDROOM 1 — — 0 14R y WIC EXISTING COLUMN IN BASMENT 104 B 202 O Ln o co Z¢ UP 1 ENTRY X w I 14R I 103 I 4 112" lY M Cf W /�`V W `7 co — PWDR RM. co N I o `o OB EW STAIRS OB OB 105 I OC OC OC C) . i LU z 0 �s EQ.5 8'-31/2" 8'-31/2"J. kEQ.5n�9' EQ. 8'-3112" 8'-31/2" EQ.5 ,x m 4 NEW PORCH BATH 1 Lo C: 9-4112" 4112" 4'-0" 41/2" 9'-41/2" 106 N N v co DCD1 r i I FT% FINISHED WALL TO FOUNDATIO -- O O O 6" EQ.4 EQ.4 EQ.4 EQ.4 6" 1 1 —FINISHED WALL 01 12'-3" 12'-3" TO FOUNDATION `- Eu ARC, 24'.6" FIRST FLOOR PLAN SECOND FLOOR PLAN J `� 3 SCALE: 1/4" = 1'-0" SCALE: 114" = 1'-0" to o 4o.0291 FN i 2 4x5VENT I THROUGH ROOF. —LINE OF PORCH ABOV I pD 9'-10 1/2" 14'-1 1/2" 1.0 T-6 7/8" V-8114" 2'-11 3/4" 1'-7 518" to�0 0 PLAN LEGEND Sam Fitzgerald Architect, PC I❑ 3 i 4x5VENT THROUGH ROOF. 15 E. Putnam Ave., #234 9'-4 318" 2'-7 5/8" I p� G reenwich, CT 06830 EXISTING TO REMAIN -- NO WORK I S�F%' 860.287.3808 sam@sfapc,net EXISTING BASEMENT 3 BATH 2 I BATH 1 B01 AREA OF GUT RENOVATION. ALL NEW 1112 ,,�.Vv 201 I 106 M FINISH SURFACES, CABINETS, / �V /. 112• LAV `. / � „n• I❑ A N COUNTERTOPS, APPLIANCES, FIXTURES, I lav DRAWING REVISIONS1112 L 2 / / �2" ETC. VERIFY EXTENT OF NEW M.E.P. 1 7/16/22 PERMIT AMENDMENT WC. 11f2" WORK IN FIELD. I 1SHWR I ,,,2, W.C. 3" /3" 3• -° --° ° - ° ° —° S0 NEW BASEMENT NEW CONSTRUCTION OUTSIDE EXISTING j LAS WC. 3 3• C' B02 FOOTPRINT iPOWDER RM 3 3- ,2 BAR 105 1112' 106 I COLUM / SINK DRAWING ISSUE --- EXISTING PARTITIONS TO REMAIN 2 / 2 1112" - ---- ---- ------- -- ---- ---^-- 11Y2 I 1 05/27/22 PERMIT ❑ BEAM LINE — — p W �-- --- M N NEW PARTITIONSGREASE TRAP L----J WSHR 3 SINK LAUNDRY KITCHEN 206 111 ALL WASTE AND VENT 1 CONCRETE FOUNDATION WITH BRICK PIPING TO BE CAST IRON. VENEER 6"CLAY TILE UNDER O ADDITION TO BASEMENT SLAB. CV MCALLISTER RESIDENCE 960 THE GLOAMING, FISHERS ISLAND, NY TIE INTO SEPTIC SYSTEM. I I Sheet Title ------------------------------- — L- PROPOSED FLOOR PLANS 24'-6" 1 Date 7/16/22 BASEIMENT FLOOR PLAN PLUMBIN�GR ISE�RD IAGRAM Project 60000Al 9 1 Scale 1 SCALE: 1/21" = 1'-0" NTS AS NOTED J+ MATCH y.. EXISTING 1. K JI O IE � � t ' Tl( TTIr_T_J a_ il_TIi - . r'�' �_ Ali �l_iTf �lJi II�. I I_ r II IBJ j. I�III]l.T � T T/SECOND FLOOR 11 !T a. ' i I 1. _ T I SECOND FLOOR _8 . f I JJ TTI L; } T1 _ � 1 l 1' — _ _L Larr:_i I FINISHED FLOOR FINISHED FLOOR_ , —_I I I__—T � ,-r�-�r�-4 .1 �-, 1 I I I" I i � J ._ It I ELEV.8'-7 1/4" I'I `! I TTITL1 - III_I„I I T l I� ELEV.8'-71/4” It I II L .. 1 1 u r , -- (_I, l� - - - I.-I" I_ T J -L I1 - I•I 1 I l(,F ` I � J f T I_T i r - �I � I T -� > I; :' s >s; �. I t i� ��Y T 1�T_L T. '_ 1 1 , 7 T_I LT_TI_�: i_IT I I �J E - - - tl I � I. I� _V �_ L -ICT T :I T -- B ZF -- - - r T � Tl[- .,. ;f 1; F I I T J T 1 I >r.l " IIT I 1-� I ) f I I , t ] ._I ,_.V_� I .I - - _I I l._I_I :.:. < ;�; 4• :; -:;;�;: � . li . t T� I' C 1 .1 11 _ I : FIF EIE T I I�f. TTTTTTTT { � F. ,I � ' i„T fl ii.l:_ _��T_P i� i' �- T�-[ - � .� I 1111111E1 jil 111 I_�i� i"_J1 T' 1_! 11 I` Ji il_ _I I� ]'rT� 1< i__!I T➢ I]Clf ;! Ti_ T/FIRST FLOOR j_ LT 1 I NJ I I j _ T/FIRST FLOOR i,r'. I ' R, I I'I _ FINISHED FLOOR_ I 1[_li¶1 I - — _^ ll.` l__ u n n ` —.— I-I --- FINISHED FLOOR_ Jt 11_ 1 T' - — — — —_ I -- — __- — ' ui' L �_7 1_ L JI,I r �r1 n I �I i. ELEV.0'0” ! r i n ELEV.0'-0" _ - T JLA z r A A A rr� A 11 A„ - --- - - LL r`r 2 - T 1 T r 1 T �7FIFIE] rrr - .r ' T r_`r`_ t - - - NORTH ELEVATION EAST ELEVATION 4 SCALE: 1/4" =40' SCALE: 1/4" -40' SIT-0 A \%AM F/><'FO MATCH 1 4' EXISTING 1 _J J I - ,� _IT 2 Z SII _'Ji T I C C LC J T I TJ I L I 1 - [`1`i -�it T/SECOND FLOORL T!SECOND FLOOR 1 TI. FINISHED FLOOR4YL7 7 _ FINISHED FLOOR _ _ It T I I I �, Sam Fitzgerald Architect, PC ELEV,8'-7114" ELEV.8'-71/4" d b, _J 4 11Lt. IIIITI � � I :✓. - �Jl l r R. i 1 u II L J1l 15 E. Putnam Ave.,#234 L tl Greenwich, CT 06830 B B B I_I 1 860.287.3808 IJ : I'TI A T A TT A 1 1 i-I sam@sfapc.net TJILI Effl IT :T 1_T TIFI_ _ � I! - _ I:f T T 1 FIRST FLOOR T -I T I FIRST FLOOR ,' l 1 T_T 1! l_Il _ _ _1i 1 _ :li T _ �I I.li l T — li �i T.l l<_T I �Lrt.1��J T - DRAWING REVISIONS I-R iJl_li 1 T FINISHED FLOOR _ _ _ — FINISHED FLOOR _ p ELEV.0'-0" ELEV.0'-0" — x '- ' ` �.1_- .T I I SOUTH ELEVATION DRAWING ISSUE 1 WINDOW SCHEDULE- MARVIN WINDOWS&DOORS SCALE: 1/4"=4�' 1 05/27/22 PERMIT Mark Frame size R.O. Model No. Qty. Notes W Width Height Width Height EST ELEVATION A 2'-111/4" 4'-11112" 3'-01/4" 5'-0" USHG2 3026 9 SCALE: 1/4" =40' B 2'-11 1/4" 5'-11 112" 3'-0114" 6'-0" USHG2 3032E 6 C 2'-11114" 3'-31/2" 3'-0114" 3'-4" USHG2 3016 4 WINDOW NOTES WINDOW&DOOR TYPES D 2'-11 114" 5'-3112" 3'-01/4" 5'-4" USHG2 3028E1 2 1, Contractor to provide shop drawings for all windows for Architect approval. EXTERIOR MATERIALS SCHEDULE E 4'-1 1/4" 5'-3 1/2" 4'-2 114" 5'-4" USHG2 4428E2 1 ADDITION TO 2. Contractor to provide jamb extensions as required. F 5'-10 1/2" 5'-11 112" 5'-11 112" 6'-0" USHG2 3032E 1 MULLED PAIR P 1 q EXTERIOR New construction to match CLADDING G 5'-91/4" 5'-11 1/2" 5'.101/41, 6'-0" USHPG2 6870 1 PICTURE WINDOW SPECS existing Cedar sidewall shingles. MANUFACTURER Marvin H 4'-11/4" 5'-11112" 4'-21/4" 6'-0" USHG2 3032E 2 4MULLED MCALLISTER RESIDENCE EXTERIOR FINISH Clad EXTERIOR TRIM All to match existing In size, detailing, 960 THE GLOAMING, FISHERS ISLAND, NY INTERIOR FINISH Wood for paint finish, etc. JAMB THICKNESS 6 9/16" UNLESS NOTED OTHERWISE ROOFING Match existing --40-year architectural (verify) Sheet Title MUNTINS 7/8"OGEE GUTTERS& Match existing—aluminum. See drawings this DOOR SCHEDULE-MARVIN WINDOWS&DOORS ELEVATIONS & SCHEDULES WINDOWS Ultimate Series DOWNSPOUTS sheet for gutter and downspout locations. OO AO OB FO HO OC OD OE OG Mark Frame size R.O. Model No. Qty. Notes Dave GLAZING T.B.D. Marvin Marvin Marvin Marvin Marvin Marvin Marvin Marvin 5/27/22 FOUNDATION Brick veneer on all exposed foundation Width Height Width Height TEMPERED GLASS T.B.D. Ultimate Series Ultimate Series Ultimate Series Ultimate Series Ultimate Series Ultimate Series Ultimate Series Ultimate Series „ „ Project 1 3'-0 5/8 6'-7112 3'-1 5/8 61-811 UIFDG2 30R66R 1 60-000 EXTERIOR CASINGS Match existing Vinyl Clad Vinyl Clad Vinyl Clad Vinyl Clad Vinyl Clad Vinyl Clad Vinyl Clad Vinyl Clad French Door French Door SH Window SH Window SH Window SH Window SH Window SH Window 2 2 -6 518 6 -7 1/2 2 -7 518 6 -8 UIFDG2 26R66R 3 Sale AS NOTED A290 INTERIOR CASINGS Match existing UIFDG2 30R66R UIFDG2 26R66R UDHG2 3026 USHG2 3032E UDHG2 3016 UDHG2 3028E1 UDHG2 4428E2 UDHPG2 6870 HARDWARE FINISH T.B.D. RIDGE BOAR LOLLAR TIES--2 x 8's @ 2 x 8 COLLAR TIES @ 48"O.C.1/3 DOWN FROM 16"O.C.--1/3 UP ROOF CONSTRUCTION RIDGE FROM TOP PLATE. -ROOFING PER MATERIAL SCHEDULE ICE&WATER SHIELD 36"UP FROM EAVE 30 LB.FELT 3/4"CDX PLYWOOD ROOF FRAMING PER S1.0 W/CLOSED CELL HIGH TYPICAL FLAT ROOF CONSTRUCTION DENSITY SPRAY FOAM INSULATION(MIN.R-49) 1/2"DRYWALL FOR PAIN EPDM MEMBRANE NEW EAVES TO MATCH - SELF-ADHESIVE VAPOR BARRIER EXISTING IN OVERHANG, - 4'ADVANTECH SHEATHING DIMENSIONS,DETAILING,ETC.— FRAMING PER S1.0 WITH SPRAY FOAM INSULATION(MIN.R-49) 1/2"DRYWALL FOR PAINT _ OIL T/PLATE _ _ � T/PLATE ELEV. +8'4" ELEV.+8'-0" ---CEILING JOISTS-2 x 8's @ 16"O.C. EAM PER FRAMING TYPICAL INTERIOR PARTITIONS PLAN SHEET S1.0 2 x 4 WD.STUDS @ 16"O.C.PROVIDE SOUND BATT INSULATION IN ALL INTERIOR PARTITONS TYPICAL EXTERIOR WALT_ CONSTRUCTION 1/2"DRYWALL FOR PAINT.PROVIDE GREEN BOARD IN WET LOCATIONS SIDE-WALL SHINGLES TO MATCH EXISTING HOUSE WRAP 5/8"CDX PLYWOOD SHEATHING 2 x 6 WD.STUDS @ 16"O.C.W/ CLOSED CELL HIGH DENSITY SPRAY FOAM INSULATION(LAIN.R-21) 1/2"DRYWALL FOR PAINT TYPICAL NEW FLOOR CONSTRUCTION 3/4 WOOD FLOORING 3/4"ADVANTECH SUBFLOOR WITH R-30 INSULATION FRAMING PER SHEET S1.0 - --- - 1/2"DRYWALL FOR PAINT EAM PER FRAMING PLAN SHEET S1.0 T/FLOOR FINISHED FLOOR _ _ T/FLOOR FINISHED FLOOR ELEV.0'4" ELEV.O'-0" _ T/FOUNDATION 70 ELEV.-1'-0 1/4" BEAM PER FRAMING 7 PLAN SHEET S1. BRICK VENEER TO BASEMENT WALL ON NORTH SIDE EXTEND 8"BELOW GRADE MIN. BRICK VENEER TO MATCH EXISTING 1"AIRSPACE HOUSE WRAP FOUNDATION WALL ASSEMBLY 5/8"CDX PLYWOOD SHEATHING 2 x 6 STUDS @ 16"O.C.WITH OPEN CELL HIGH DENSITY SPRAY FOAM INSULATION(MIN.R-21) BITUMINOUS WATERPROOFING MEMBRANE -1/2"DRYWALL FOR PAINT FOUNDATION WALL PER A1.0 2 x 4 P.T.WD.STUDS @ 16"O.C.W/C=R-2 BASEMENT FLOOR CONSTRUCTION DENSITY SPRAY FOAM INSULATION 1/2"DRYWALL FOR PAINT 4"CONCRETE SLAB W/6 X 6 1.4 X 1.4 WWF 1 6 MIL VAPOR BARRIER 2"XPS RIGID INSULATION(MIN.R-10) 5"TAMPED FINE GRAVEL OVER WELL COMPACTED FILL _._ T/BASEMENT SLAB _ Sam Fitzgerald Architect, PC ELEV.-7'-8" — RICK VENEER TO B!FOOTING ON SOUTH SIDE EXTEND 8"BELOW 15 E. Putnam Ave., 4234 GRADE MIN. Greenwich, CT 06830 860.287.3808 samCsfapc.net B/FOOTING ON NORTH SIDE ELEV,42"BELOW GRADE MIN. DRAWING REVISIONS 1 7/16/22 PERMIT AMENDMENT BUILDING SECTION BUILDING SECTION 2 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" DRAWING ISSUE 1 05/27/22 PERMIT 1EU Al� ADDITION TO MCALLISTER RESIDENCE s l^ 960 THE GLOAMING, FISHERS ISLAND, NY !_n r Q v�r94o"0293°'9 �Q� Sheet Title FN BUILDING SECTIONS Date 7/16/22 Project A3 * 0 60-000 Scale AS NOTED i OPUMI 2715' j I OPUmd 2715' I 1V 0 to, 0' Allowable Joist Depth Below in. Model No Single Bott. Plate Double Bott. Plate j Min. Max. Min. Max. SDWF2716 TUW 8 1/2 10 1/2 6 7/8 9 h'm3"+/— 1/4" 0X SDWF2720—TUW 12 /2 14 1/2 10 7/8 13 SDWF2724—TUW 16 1/2 18 1/2 14 7/8 17 I, p DWC15600 SDWC15600 SDWF2726— UW 18 1/2 20 1/2 16 7/8 19 UJI tY O Lu RAFTER TO TOP PLATE CONNECTION, C3 �" �CL X � C3 DOUBLE TOP PLATE TO STUD CONNECTION, j TYP.AL STUDS TYP.ALL RAFTERS ----- SDWF PER TABLE @ j �� B 1 -. _--. 48"O.C.AT ALL RAFTER MAINTAIN 4 _ AIRSPACE I SUPPORTING WALLS t THIS COLUMN DIRECTLY AROUND Bottom pate ABOVE EXISTING IN IV CHIMNEY j Subfloor BASMENT V CJ -- - SDWC15600 at single bottom plate over I io wood floor B 1 r SDWF MAY BE OFFSET n RIM joist / Blocking FROM VERTICAL IMAX � C3 C3 0 0 0 � - - - - - -- N N 0 o --- -- • 0 ' 0 SIMPSON i Strong•Tle� 0 • 0 o AC4 LSTHD8 r SDWC15600 at Fill all round and double top plate triangle holes for FILL IN EXISTING STAIR OPENING C: maximum load WITH 2 x 6's @ 16"O.C. N POST TO BEAM CONNECTION, TYP. U.N.O. STUD TO BOTTOM PLATE AND DOUBLE TOP FLOOR TO FLOOR OR MUDSILL CONNECTION STUD TO FOUNDATION AT DOOR,WINDOW, PLATE TO STUD CONNECTION,TYP.ALL STUDS THROUGH RIM JOIST OR CORNER OF ROOF BEARING WALL. O O _ _ I 1 P.T. 2 x s 16'O.C. CDv C3 o X x -: N - N - 1 2 x TAPERED SLEEPERS ON TOP OF ROOF JOISTS TO _ - HTT2Z HOLD DOWN.SEE ACHIEVE POSITIVE PITCH PLAN SHEET A1.0 FOR LOCATION 2 x 10 CEILING JOISTS @ 16"O.C. m m 2 x 8 COLLAR TIES @ 48" O.C., 2 x 8 COLLAR TIES @ 16"O.C., 113 DOWN FROM RIDGE 1/3 UP FROM TOP PLATE ROOF 1 SECOND FLOOR FRAMING PLAN 1/2"0 ANCHOR INSIMPSON 21/4" _ 1�-0" ADHESIVE,I SCALE: EMBED MIN.4114" — SET EPDXY � tt � MIN.INTO CONCRET I t PLAN LEGEND . t t t t t , t 1 %"0 DOUBLE ZINC COATED ANCHOR BOLTS WITH 3"x 3"x 1/4"WASHER @ I "15114 x 91/4 MICROLAM MIN.48"O.C.,AND 12"MAX FROM EACH CORNER AND END OF EACH t i I PIECE OF MUD SILL.7"MIN.DEPTH OF ° •• ANCHOR BOLTS INTO CONCRETE. BEAR ON EITHER EXISTING ! ° OR NEW FOUNDATION .o r .o C2 31/2" DIA. STEEL #5 MIN.R-BAR 51/2"x 51/2" PARALLAM Sam Fitzgerald Architect, PC ' C3 ci 15 E. Putnam Ave.,#234 x C4 31/2°x 3112" PARALLAM HOLD DOWN & MUD SILL-TO-FOUN ATION CONNECTION Greenwich, CT 06830 C1 N C3 860.287.3808 tL MAINTAIN 4" B1 HOLD DOWN. SEE SPEC AIRSPACE 61 THIS SHEET samQsfapc.net AROUND CHIMNEY DRAWING REVISIONS o V X O 1 7/16/22 PERMIT AMENDMENT i N - N HIGH WIND REINFORCEMENT DESIGN ACCORDING TO 2020 NEW YORK STATE BUILDING CODE REQUIREMENTS: o WIND SPEED: 140 MPH 3 SECOND GUSTS NEW BEAM ABOVE X NEW DESIGN CATEGORY:B ' BEARS ON THIS N SNOW LOAD:30 PSF - - EXISTING COLUMN WIND EXPOSURE CATEGORY:D C1 C2 C1 ROOF HEIGHT:20 FEET DRAWING ISSUE 1.29 ADJUSTMENT COEFFICIENT 1 05/27/22 PERMIT MAXIMUM ROOF SPAN: 12'-0" STUD/RAFTER SPACING: 16"O.C. rr MAX UPLIFT AT RAFTER CONNECTION: 263 LBS PER RAFTER FILL IN EXISTING STAIR OPENING 00 ALLOWABLE UPLIFT PER SDWC15600 @ RAFTER-TOP PLATE/BEAM: 615 LBS PER STUD WITH 2 x 6's @ 16" O.C. N CU ALLOWABLE UPLIFT PER SDWC15600 @ STUD-TOP PLATE: 590 LBS PER STUD 1 O ALLOWABLE UPLIFT PER SDWC15600 @ STUD-BOT PLATE: 450 LBS PER STUD �. co ALLOWABLE UPLIFT PER SDWF @ PLATE TO PLATE THROUGH RIM JOIST: 1200 LBS @ 48"O.C.-(400 LBS PER RAFTER) ? ' Aq F` P.T. 2 X 8's @ 16"O.C. ALLOWABLE UPLIFT PER LSTHD8 OR LSTHD8RJ @ STUD-FOUNDATION: 3,115 LBS(2,700 LBS @ CORNER) ,�'� ��tAM FCS b ADDITION TO ALLOWABLE UPLIFT PER AC4 @ BEAM-COLUMN:: 2,500 LBS(278 LBS PER RAFTER @ MAX SPAN) X ALLOWABLE UPLIFT PER ECCQ44SDS2.5 @ BEAM-COLUMN: 4,040 LBSe� C3 nl ALLOWABLE UPLIFT PER CB44 OR CB48 @ COLUMN-FOUNDATION: 6,710 LBS(745 PER RAFTER @ MAX SPAN) �, q o MCALLISTER RESIDENCE STANDARD REQUIREMENTS: cSj 40.02 Q� 960 THE GLOAMING, FISHERS ISLAND, NY 1.ROOF SHEATHING:3/4"PLYWOOD WITH 8D NAILS AT 6"ON CENTER AT PANEL EDGES 9� F N O L112.STRAP BETWEEN HEADERS 8'-0"AND GREATER TO JACK STUD:SIMPSON H6, Sheet Title - - 3. EXTERIOR PLYWOOD SHEATHING:518"PLYWOOD WITH 8D NAILS AT 6"ON CENTER AT PANEL EDGES UNLESS OTHERWISE NOTED. FRAMING PLANS & DET LS 4.SEE NOTES ON DRAWINGS ON S1.0 AND S1.1 FOR ADDITIONAL REQUIREMENTS. Date 7/16/22 FIRST FLOOR FRAMING PLAN Project 1 60.000 S 1 * 0 SCALE: 1/4" = 1'-0" Scale AS NOTED Optimal 221f Optimal 2214' 0' cr 1 0 w 10 30' Allowable Joist Depth Below in. Model No Single Bott. Plate Double Bott. Plate Min. Max. Min. Max. SDWF2716—TUW 8 1/2 10 1/2 6 7/8 9 3' 1/4' �`�01 SDWF2720—TUW 12 1/2 14 1/2 10 7/8 13 SDWF2724—TUW 16 1/2 18 1/2 14 7/8 17 p DWC15600 SDWC15600 SDWF2726— UW 18 1/2 20 1/2 16 7/8 19 W 'aoo C3 I— X C3 DOUBLE TOP PLATE TO STUD CONNECTION, RAFTER TO TOP PLATE CONNECTION, Q N TYP.AL STUDS TYP.ALL RAFTERS SDWPER TABLE MAINTAIN 4" B1 48"O.C.ATALL RAFTER SUPPORTING WALLS AIRSPACE Bottom plate AROUND11 IV --._._. C4 CHIMNEY I Subfloor • • U U SDWC15600 at single ' O O bottom plate over wood floor • . SDW MAY E OFFSET RIM joist / Blocking FROM �8� 2'MAXX 0 C=) • . r— r— o 0 N N o 0 0 • SIMPSON ' Strong-Tie Qs' • 0 o 0VAC4 LSTHD8 SDWC15600 at Fill all round and double top plate op triangle holes for X maximum load 2 x TAPERED SLEEPERS ON N TOP OF ROOF JOISTS TO POST TO BEAM CONNECTION,TYP.U.N.O. STUD TO BOTTOM PLATE AND DOUBLE TOP FLOOR TO FLOOR OR MUDSILL CONNECTION STUD TO FOUNDATION AT DOOR,WINDOW, ACHIEVE POSITIVE PITCH v v PLATE TO STUD CONNECTION, TYP.ALL STUDS THROUGH RIM JOIST OR CORNER OF ROOF BEARING WALL. CO O P.T. 2 x s 16O.C. CID co X X N N UL HTT2Z HOLD DOWN.SEE PLAN SHEET A1.0 FOR LOCATIONS ®m 2 x 10 CEILING JOISTS @ 16" O.C. m m 2 x 8 COLLAR TIES @ 48"O.C., 2 x 8 COLLAR TIES @ 16" O.C., 1/3 DOWN FROM RIDGE 1/3 UP FROM TOP PLATE ROOF 1 SECOND FLOOR FRAMING PLAN ,�"OANCHOR INSIMPSDN 2 SCALE: STRONG-T1/4" = 1'-O" SET EPDXY ADHEES VE,I EMBED MIN 41/4" MIN.INTO CONCRETE PLAN LEGEND �z"0 DOUBLE ZINC COATED ANCHOR BOLTS WITH 3"x 3"x 1/4"WASHER @ g 51/4"x 9 1/4" M ICROLAM ;; MIN.48"O.C.,AND 12"MAX FROM EACH CORNER AND END OF EACH PIECE OF MUD SILL.T'MIN.DEPTH OF •• ANCHOR BOLTS INTO CONCRETE. r BEAR ON EITHER EXISTING OR NEW FOUNDATION 0 C2 31/2" DIA. STEEL #5 MIN.R BAR 51/2"x 51/2" PARALLAM Sam Fitzgerald Architect, PC C3 V 15 E. Putnam Ave.,#234 C4 31/2"x 3112" PARALLAM HOLD DOWN & MUD SILL-TO-FOUNdATION CONNECTION Greenwich, CT 06830 C1 N C3 860.287.3808 MAINTAIN 4° C3 C3 info : samQsfapc.net NEW COLUMN TO SUPPORT AIRSPACE B1 HOLD DOWN. SEE SPECB1 � THIS SHEET STAIR OPENING.VERIFY AROUND EXACT LOCATION IN FIELD. CHIMNEY DRAWING REVISIONS C2 o 0 (2) 2x10 X o N CID N HIGH WIND REINFORCEMENT DESIGN ACCORDING TO 2020 NEW YORK STATE BUILDING CODE REQUIREMENTS: C) WIND SPEED: 140 MPH 3 SECOND GUSTS o SEISMIC DESIGN CATEGORY:B cy SNOW LOAD:30 PSF -.. _. N WIND EXPOSURE CATEGORY: D C1 C2 C1 ROOF HEIGHT:20 FEET DRAWING ISSUE 1.29 ADJUSTMENT COEFFICIENT 1 5/27/22 PERMIT MAXIMUM ROOF SPAN: 12'-0" ID STUDIRAFTER SPACING: 16"O.C. MAX UPLIFT AT RAFTER CONNECTION: 263 LBS PER RAFTER FILL IN EXISTING STAIR OPENING oo ALLOWABLE UPLIFT PER SDWC15600 @ RAFTER-TOP PLATE/BEAM: 615 LBS PER STUD WITH 2 x 8's @ 16" O.C. N 0 ALLOWABLE UPLIFT PER SDWC15600 @ STUD-TOP PLATE: 590 LBS PER STUD p ALLOWABLE UPLIFT PER SDWC15600 @ STUD-BOT PLATE: 450 LBS PER STUD ALLOWABLE UPLIFT PER SDWF @ PLATE TO PLATE THROUGH RIM JOIST: 1200 LBS @ 48"O.C.-(400 LBS PER RAFTER) F` P.T. 2 x 8'S @ 16" O.C. ALLOWABLE UPLIFT PER LSTHD8 OR LSTHD8RJ @ STUD-FOUNDATION: 3,115 LBS(2,700 LBS @ CORNER) � ADDITION TO C=) ALLOWABLE UPLIFT PER AC4 @ BEAM-COLUMN:: 2,500 LBS(278 LBS PER RAFTER @ MAX SPAN) C3 N ALLOWABLE UPLIFT PER ECCQ44SDS2.5@BEAM-COLUMN: 4,040 LBS E MCALLISTER RESIDENCE ALLOWABLE UPLIFT PER CB44 OR CB48 @ COLUMN-FOUNDATION: 6,710 LBS(745 PER RAFTER @ MAX SPAN) C STANDARD REQUIREMENTS: �ED pAC 960 THE GLOAMING, FISHERS ISLAND, NY 1.ROOF SHEATHING:3/4"PLYWOOD WITH 8D NAILS AT 6"ON CENTER AT PANEL EDGES �� �1ItM ® 2.STRAP BETWEEN HEADERS 8'-0"AND GREATER TO JACK STUD:SIMPSON H6. Q NV ��� 1� Sheet Title 3. EXTERIOR PLYWOOD SHEATHING:5/8"PLYWOOD WITH 8D NAILS AT 6"ON CENTER AT PANEL EDGES UNLESS OTHERWISE NOTED. ' ''` Aa a FRAMING PLANS & DETAILS ,. 4.SEE NOTES ON DRAWINGS ON S1.0 AND S1.1 FOR ADDITIONAL REQUIREMENTS. . " A10.0293g9 K Date FIRST FLOOR FRAMING PLAN 4� , 5/27/22 Project 1 60.000 S 10 SCALE: = 1'-0° Scale • AS NOTED