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HomeMy WebLinkAbout52187-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52187 Date: 08/18/2025 Permission is hereby granted to: Theodore Vallas 7723 10th Ave Brooklyn, NY 11228 To: Garage#3 Construct accessory garage (building#3) at existing single family dwelling as applied for,. Premises Located at: 2300 Rocky Point Rd, East Marion, NY 11939 SCTM# 31.-2-9.1 Pursuant to application dated 08/18/2025 and approved by the Building Inspector. To expire on 08/18/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $1,389.50 CO Accessory Structure $100.00 TtaN 1489.50 Building Inspector V50t 4 • 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 lt :/" �� _�. 1r � Date Received APPI 1CA"'['101Y FOR BUILDING PERMIT �s For Office Use Only i PERMIT NO. 4-1BuildingInspector:_ .' } Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an WC� s "" Owner's Authorization form(Page 2)shall be completed. Date:May 13, 2025 OWNER(S)OF PROPERTY: Name:Sarantos Vallas SCTM #1000-31-02-9.1 Project Address:2300 Rocky Point Road, East Marion, 11939 Phone#:1-347-496-7228 Email:SandyVallas@yahoo.com MailingAddress:Same CONTACT PERSON: Name:Dr. Dom Morreale Expediting Services Mailing Address:20 Highland Ave. St James, NY 11780 Phone#:631-838-8576 Email:Dr.DomMorreale@optonline.Net DESIGN PROFESSIONAL INFORMATION: Name:Chris Smith, Architect---CMS Architecture & Design Mailing Address:2505 Bray Ave., Laurel, NY 11948-1669 Phone#:917-576-6321 Email:CSMITH@crosarchitecture.com CONTRACTOR INFORMATION: Name:1 St Quality Construction Corp. Owner--Angel B AQlmendares Mailing Address:34 Leonard Ave. Freeport, NY 11520 Phone#:347-496-7228 Email:Appna3170@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $TBD Will the lot be re-graded? Dyes R No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION L � 'Illy Existing use of property: "`�' Intended use of property: Zone or use district in which premises is situated: Are there any covena;ZO d' restrictions with respect to 40 this property? ❑Yes IF YES, PROVIDE A COPY. 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): 5A/I,*fj"5 V AL111*5 ❑Authorized Agent )00wner Signature of Applicant . Date: �f j Za Lf STATE OF NEW YORK) SS: COUNTYOF l��K�s ) r�..A RA-13 To_-5 V ff /� � being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the 0 W t4IF (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 16-s daY of 20 Notary Public AV i!1=A - ............ NOTARY PUBLI YORKN0. 0(Where the applicant is not the t � Ai IFiEDNTYN�IISSI0, 8,2028 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 1. 2 1 S�sSo tf �� 3/— -7 _ �t ECT DATA LOCATION MAP �'� PROD DRAWING INDEX . : �. z. 1 PROJECT NAME ACCESSORY GARAGE BUILDING a� T 000 DRAWING INDEX , PLOT PLAN, PROJECT DATA, 2 PROJECT LOCATION 2300 ROCKY POINT ROAD car CODE /ZONING COMPLIANCE,VIEWS TOWN OF EAST MARION SUFFOLK COUNTY, NEW YORK 11947 . A-001 SITE PLAN, ZONING CALCULATIONS o CLLJ 3 PROJECT DESCRIPTION NEW HOUSE it .t G'<t>,r ';: ISSUE DATE mo (D 0 3 z -�: � _ 0 A-101 CONSTRUCTION PLAN , ROOF PLAN g 4 TAX MAP 1000-031.00-02.00-009.001 REVIEW SET 04.15.2025 REVIEW SET 05.02.2025 ,..< 7.7.......... 5 ZONING DISTRICT AGRICULTURAL PROTECTION APZ Dr A-201 REFLECTED CEILING / FRAMING PLAN & DETAILS 50 A-202 BRACED WALL DETAILS & SUMMARY REPORT UPDATED 07.14.2025XX 6 FILING REPRESENTATIVE DR. DOMINIC MORREALE dr.dommorreale@optonline.net w A-300 EXTERIOR ELEVATION - FRONT & LEFT SIDE 7 ARCHITECT: CMS ARCHITECTURE&DESIGN, PC 2505 BRAY AVENUE LAUREL, NY 11948-1669 ��` r.r rl "r�rT�r try TEL: 917-576-6321 t. A-350 BUILDING SECTION , FASTENER SCHEDULE & NOTES Arc?,..,,.'Y 1' "�(' *"�n 8 OCCUPANCY GROUP: ACCESSORY GARAGE BUILDING F-101 FOUNDATION PLAN, DETAILS & NOTES 9 LOT SIZE: 116,392.32 S.F. 2.672ACRES "MR=� COM:PLY WITH ALL CODES OF �" /� � � 10 PROPOSED FLOOR AREA: NEW YORK STATE&TOWN CODES IDAW-- � o�J E,p# S�o�/e S S: "=QUIRE AND CONDITIONS OF 1st FLOOR: 2,478 SF AS FE - „ SOUTHOLD TOWN ZBANOT" BY n,�11 CONSTRUCTION CLASS TYPE V-B Len:fc, Py I4,a,r.�;, :, BI,�IL©ING DEPARTMENT AT / is 4 SOUTHOLD TM7N PLANNING BOARD 631 76r1802 8AM TO 4PM FOR THE ' SOUTHOLD TOVIN TRUSTEES FOLLOWING INSPECTIONS: 12 RISK CATEGROY II �. Y.S.DEC I. FOUNDATION-TWO REQUIRED N.YSSOUTHOLD HPC 2, ROUGH-FRAMING&PLUMBING FOR POURED CONCRETE 13 WIND DESIGN DATA WIND SPEED: 120 MPH SCHD 3. INSULATION WIND IMPORTANCE FACTOR: 1.0 All exterior lighting installed,replaced or 4. FINAL-CONSTRUCTION MUST 14 SEISMIC DESIGN DATA DESIGN CATEGORY-ZONE 3 repaired shall conform BE COMPLETE FOR C.O. ARCHITECT P ALL CONSTRUCTION SHALL MEET THE IMPORTANCE FACTOR: 1.0 to Chapter 'ter172 TRJSSPLACARDINGREQUIRED REQUIREMENTS OF THE CODES OF NEW CMS ARCHITECTURE + Ss =0.197876 Si=0.0548947 of the Town Code YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS DESIGN 15 SNOW LOAD DESIGN DATA GROUND SNOW LOAD Pg=25 PSF IMPORTANCE FACTOR: 1.0 ywsv = 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 SCTM- 1000-031 .00-02.00-009.00 1 phone 917-576-6321 mobile 347-410-4960 csmith@crosarchitecture.com tCCl1Aff`!g�°� 0 NOTE: THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION. DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. ZONING BUILDING CODE COMPLIANCE WITHOUT CERTIEICIATE F°RAMIN UNNTIL SURVEY SITE DATA: ®, OCCUPANCY ^M FOUNDATION LOCATION SEAL: �ED AqG' 90 I;D, �� �a M1Ch, AREA OF SITE:126,860 SQ.FT.=2.912 ACRES � /.��OQ ZONING USE DISTRICT: RESDIENTIAL R-40 j N� ZONING RESTRICTIONS FOR ACCESSORY BUILDINGS: SIDE YARD SETBACK: REQUIRED:25' PROVIDED:48'-4" V I REAR YARD SETBACK: REQUIRED:25' PROPOSED:25' N :..... Q. MAXIMUM HEIGHT OF BUILDINGS: 22'SLOPED PROPOSED: 15-0"MAX. 02120 O` MAXIMUM INDIVIDUAL ACCESSORY 5 3%TOTAL SITE AREA-SEE PLANS FOR COMPLIANCE CALCULATIONS TAX MAP NUMBER: 01000-031.00-02.00-009,001 CLIMATE ZONE 4 PROJECT: PLANTING HARDINESS ZONE 7b -4- WIND DESIGN DATA:WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 �' '" - "�_ _� _ ' " �` NEW GARAGES GROUND SNOW LOAD Pg=25 PSF IMPORTANCE FACTOR 1.0 Accessory Buildings c µ� � PROPOSED CONSTRUCTION: � °.,� ,,.�-�°`". :_-��=�� 3 3 r � . M-� ��:�„ �..., �:,"""�».»,, �. "�'--... 2300 ROCKY O LsN" « �„�.n aw°"°�,,. ''° .1 .13 Y .� �! •"'"'^„ P °;.":°� `"".:moo..„,`_ M r- w _. INT s NEW WOOD FRAME ACCESSORY GARAGE-6 BUILDINGS IN TOTAL.UN CONDITIONED SPACE[NO ENERGY CODE � , .r COMPLIANCE REQUIRED. = I . EAST MARION7 NY 11947 CODE: BUILDING 3 AS PER THE RESIDENTIAL CODE OF NEW YORK STATE,LATEST EDITION[2020] (BASED ON IRC 2018 EDITION w/AMENDMENTS) jz CONSTRUCTON CLASS TYPE V-B y i ""�_7 I i VIEWS , NOTES , OCCUPANCY CLASSIFICATION: I. LOCATION MAP EXISTING SINGLE FAMILY HOUSE w/ACCESSORY BUILDINGS-NO CHANGE DATE: Monday, July 14, 2025 r. y..°' !J'g: ✓f•` % / i"f6'�." f / a ,J, f ^' y r r / ; � % PROJECT N0: 2501 ,� r''° DRAWING BY: DK le, CHK BY: CMS yf�,! /'/ / ,F' f�f,`,' ���'// �+✓'�. �,/`f,�„ J,✓��f',",fr,,// y '`f� /'J,/,f,,,,+'y/'�/ ",.�� ��� ,,�'/,^�// ,o'y f,^� ,r^'f�a' /`' �,/ .F` r''�.t'° ly,+ ,✓,✓,rys°� ,� s,0 ,y' ,.yi„F°` ,'''y,,R° 1'� F°'' ,le f." el / ,P' ✓' 'f "!( ,�". A°`°/i' 9 ✓✓ .l °y /'"` ,+°' �/`� r` i' 1 °°" ! / ,.' .�"' ✓'y aJ' .y d J ,/' 1 fir"` J' ,,r .r'' J °✓F �'4�/ >�,, �r . .,F� /,FF r /,�'°`�• .+''.�°�`,/�°� /�J "°``/ r� / ���/.. ✓/ //,.f �`,/f � .�t y�,� '' ,/j J °./ .� ��, ` ^°`�'`� ''.✓.^```� `�.°`'F,' ,�` / tldr`°� .✓�,r'�rf` /'�' �� P .:'. .f f/✓`'FFf / / �Y ! .� .1��`f � �/ ✓ �.,`�•+`°fir /�.+'" �,f � ,.'"''' ,,f'° 9 ,/ f � ,e( ' f e°"`` ✓ ,,.✓ �'' � °�° ° � - �,, /,// Fli,y,!' /�' ,e"'�`'/�/�/ J F�y,J///,( ,.+° ,J,+' / ..` �^ ep"` %� ✓' ,.' y/f//./�f,/ IMOOOMO r �f�. .^"f/ //�i �'r` �. f / ,f i` J /,d' f" � �,!`�` /",,r /•/ J'�°' � 6j° .y ,J'/,�E° t'' fff Z/, >� � ✓°e�` e,,°° s`� ,e. ,v� ! ' ! l/'/ y ` � ,� ✓ F,.%`' ! .�` y,^y �,.r /,> ,< �,/ ,r/r /,d' °°y ,> �,. ,''✓F`' /''^'.�`, °°y,.' y,✓/iy,'�, / 2300 Rocky Pt-COVER-2025-0509.vwx ZONING ANALYSIS 2300 ROCKY POINT ROAD - TOWN of EAST MARION op TAX MAP NUMBER: 01000-031.00-02.00-009.001 R-40 RESIDENTIAL [per Map] 4 Minimum Lot size: 40,00,110 SF 9 Actual Lot Size: 116,392.32 sf 2.672 Acres Re q ir is in ro ose CL CL �5 Lot Width 150 ft. 164 ft. 164 ft. cu 0 cc a) C 0 3N/F SUFFOLK COUNTY WATER AUTHORITY S09\U+00B008'0C"E Lot Depth 175 ft. 387 ft. 387 ft. ISSUE DATE 373.89 :0 = 0 :0 Front Yard 50 ft. 40 ft. 40 ft X Side Yard 15 ft. 18 ft. 25 ft REVIEW SET 04.15.2025: 30N3=1 70 ,9 Side Yard Total 35 ft. 50 ft. 50 ft. REVIEW SET .05.02.2025 Ww C:) Side Yard - Accessory Bldg 25 ft. 18 ft. 25 ft. %INGSEL —O 9.2025 U-U_ -—-—-—-—-—-—-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-- Rear Yard 50 ft. 280 ft. 280 ft. UPDATED 67.14J02-5' ACCESSORY BUILDING REAR YARD SETBACK Rear Yard -Accessory Bldg 25 ft. 280 ft. 25 ft. .................. Livable Floor Area 850 sf min. Building Footprints New Accessory Garages 14,038 sf Existing Houses-VERIFY ± 2,457 sf 2,457 sf C) Existing Garage 877 sf 877 sf BLDG.6;1,2'49 Sr C) Boat House,. Sheds GRAVEL DRIVE ✓ TOTAL BUILDING FOOTPRINTS 3,334 sf 16,495 sf PORCH & Decks 750 sf 750 sf Walkways & Landings 387 sf 387 sf 03 Exist. Asphalt Driveway 2,839 sf 1 2,839 sf O Total: Impermeable Surfaces 6 Lot size i 16,392 sf 116,392 sf \ 2 C;6 Max. Lot Coverage 20% 6,28% 17.59% Landscaped area Z!)% 29,66, sf BLDG.1 of 3,360 SF w LANDSCAPED AREA LAWN Maximum Height- sloped roof 35 ft. 15 ft. 22 ft. Maximum Height- Flat roof 25 ft. 15 ft. 16 ft. '0 j \ *** Indicates Requirements for Accessory Buildings on Lots > 80,000 sf ARCHITECT W GRAVEL DRIVE CMS ARCHITECTURE O BLDG.3.21529 SF DESIGN 2505 Bray Avenue, Laurel, NY 11948-1669 I P11 phone 917-576-6321 mobile 347-410-4960 BLDG.2 0') csmith@cmsarchitecture.com 3,360 SF o 0' NOTE: CV THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE H H SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION, 0 ly DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS -j P., WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.0 1 1 1 Hd X� n- ELEC. EL: ORAV DRIVE SEAL:� L B METER:.: . — - . . . . .. .. . . -6"� - k 59' RELOCATE EXIST ELECTRIC METER-VERIFY w/UTILITY Co. LLI 0- lip C? < —i 247.92 1-11- co Cn U11- X 0< N/F LOUISA (P jot C'Zz� N/F 2021 PHILIP OU PANAGOPOULOS Ln FAMILY TRU T N08\U+00B030'00"VV 212010 (D OF co PROPOSED GARAGE: 1 STORY WOOD FRAME N j � e dt�O�l �. . 2,529 sf 1116,392.32 [lot size] = 2.173 % coverage PROJECT LU N EW GARAGES 1 Story W Accessory Buildings b Frame Residence300 -I- C\i #2 U- LO A�o 2300 ROCKY POINT RD. > Lu 0- El;� W + EAST MARI ON, NY 11947 + 170 0 19'Z[a) < ivo, 0 30N3:1 '1*0 .9 �- BUILDING 3 W 0 Q CD 11=1M �yl T E "Po' L A IN 2424.12' 1-0 2131DVY ZONING ND LLW LL 31V!D 31]2d 310d DATE: Monday, July 14, 2025 164.43 N08\UI+00B030'00"VV Nin PROJECT NO: 2501 DRAWING BY: DK CHK BY: CMS ROCKY POINT RD SITE PLAN - BLDG. 3 o 100 200 300 400 ft Am001 mOO A-00 I c Scale: I" = 301-01' 2300 Rocky Pt-FILING SET -2025-0713.vwx W ROOF CONSTRUCTION: —• U.N.O.ROOF FRAMING SHALL CONFORM TO FOLLOWING NOTES: 4. ALL HIPS,VALLEYS AND RIDGE MEMBERS ARE TO BE MINIMUM 2X10 SPF42 U.N.O. 74 1. ALL ROOF TRUSSES SHALL BE INSTALLED PER THE ROOF TRUSS MANUFACTURER'S 5. GABLE END WALLS MUST BE BRACED PARALLEL TO RIDGES WITH 2X6 DIAGONAL INSTALLATION DIRECTIVES AND WTCA/BCSI GUIDELINES. ALL CONNECTIONS, BRACING @ 6FT O.C.ALONG GABLE WALL FACE TO INTERIOR CEILING JOISTS. x BRACES SHALL BE APPLIED AT 45°TO APPROXIMATE MID HEIGHT OF GABLE INCLUDING UPLIFT,ARE THE TRUSS MANUFACTUR ER'S RESPONSIBILITY U.N.O.. § H FRAMING TO BEAR ON(2)2X6 HOG BRACE. _ WHEN TRUSS MANUFACTURER'S DO NOT PROVIDE THE REQUIRED CONNECTORS IT 0 A; IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE E.O.R.FOR DIRECTIVES. A 6. WHEN CEILING JOISTS ARE iSNTALLED PARALLEL TO GABLE WALLS,INSTALL 2X4 a� MINIMUM OF(1)SIMPSON H2.5A CLIP IS RECOMMENDED AT EACH END OF (8FT)STRONG-BACKS BUTTED INTO GABLE FACE AND ALONG TOP OF CEILING JOIST w COMMON TRUSSES. MEMBERS. ATTACH WITH(3)8D NAILS TO GABLE AND OVERLAPPED CEILING a CE U U JOISTS. ` � 2. IN ADDITION TO THE CODE'S FASTENER SCHEDULE,UNLESS NOTED PER PLAN,ROOF O a`)i 0 3 :Z MEMBERS SHALL BE TIED DOWN WITH METAL FASTENERS AS FOLLOWS: 7, CEILING JOIST INSTALLED PARALLEL TO RAFTERS SHALL BE"SISTERED"TO RAFTERS ISSUE DATE o �;, ._ v o g A) STICK FRAME RAFTERS EXCEEDING 10'IN LENGTH MEASURED HORIZONTAL AND FASTENED PER NCRC R602.3(1)AND TABLE R802.5.1(9). WHERE CEILING JOIST REVIEW SET 04.15.20251 SPAN AND ALL OTHER ROOF UNENCLOSED AREAS SUCH AS PORCHES USE CANNOT BE SISTERED"AND A KNEE-WALL IS USED,RAFTERS MUST BE TIED BACK REVIEW SET 05.02.2025xx SIMPSON H2.5A CLIPS EVERY 48"O.C.OR AT EVERY 3RD RAFTER TO FASTEN TO THE CEILING JOISTS USING 2X4 ANGLE RAFTER TIES @ 48"O.C.MAX OR EVERY THE LOWER RAFTER END TO THE BEARING PLATE. 3RD RAFTER. F ING SE 0 .09.2025 B) ALL LOWER ENDS OF VALLEY/HIP MEMBERS WHICH BEAR ON TOP PLATE USE 8. AT VAULTED ROOF,INSTALL 6-0"LONG CS-16 OR EQUIVALENT STRAP AT 4'-0"ON UPDATED 07.14.2025 SIMPSON HCP OR EQUIVALENT CONNECTION. CENTER OVER RIDGE BEAM TO ADJACENT RAFTERS. 3. ALL RAFTERS SHALL BE 2X6 SPF#2 @ 16"O.C.@ UP TO 12FT HORIZONTAL SPAN FOR 9. AT ROOF RAFTER TO STRUCTURAL RIDGE BEAM OR LEDGER CONNECTION,PROVIDE N SHINGLES U.N.O.WITH MINIMUM 7/16"OSB SHEATHING AND UNDERLAYMENT PER SIMPSON SLOPED HANGER OR A36 ON EACH SIDE. N R905.2.2.TILE,SLATE AND OTHER HEAVY COVERINGS REQUIRE 2X8 SPF#2 @ 16" O.C.WITH MINIMUM 3/4"OSB SHEATHING AND UNDERLAYMENT PER R905.2.2 OR 10. WHERE RIDGE BEAMS ARE SUPPORTED BY STRUT,INSTALLA34 CLIP AT STRUT TO AS DIRECTED PER THE COVERING MANUFACTURER'S SPECIFICATIONS. ALL RAFTERS EACH RIDGE BEAM AND AT STRUT TO FRAMING MEMBER BELOW. SHALL BE CUT INTO HIPS,VALLEYS,RIDGES ETC U.N.O. RAFTERS SHALL BE 11. AT DOUBLE RAFTERS,PROVIDE RAFTER TIE AND COLLAR TIE ON EACH SIDE OF THE INSTALLED IN ALIGNMENT AT OPPOSING SIDES OF RIDGE,HIP,VALLEY ETC U.N.O. RAFTERS. REFERENCE TABLE R602.3(1)FOR RAFTER AND COLLAR TIE CONNECTIONS.COLLAR TIES SHALL CONSIST OF 2X6 SP/SPF#2 APPLIED @ 1/3 H OF ROOF HEIGHT BELOW i ALL RIDGES @ 48"O.C.OR EVERY 3RD RAFTER. VAULTED CEILINGS REQUIRE SPECIAL COLLAR TIE DETAILS OR STRUCTURAL RIDGE BEAMS. SEE FIGURE R802.5.1 AND RAFTER HOG DETAILS UNLESS OTHERWISE DETAILED PER PLAN. RAFTERS MAY BE SPLICED OVER HOG BRACES IN OVERLAP FORM. o NEW SHINGLE ROOF ON 3/4" INSULATED SHEATHING [R-3.6 MIN.]ON LVL RAFTERS 60'7" ROOF PLAN - BLID 60ft A-101 c Scale: 1/8" = 1'-0" ARCHITECT B-B 3 A3 PC A301 _ - CMS ARCHITECTURE + A-350 DESIGN —.—.— —._.— I - 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 — — - phone 917-576-6321 mobile 347-410-4960 - I csmith@crosarchitecture.com G I I G I G I G I ! G I - NOTE: THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION, 6-2" 9'-01, 101-0" 9'-�' 10'0" 9'-0" 6'-2" _ DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P C. NOTE:ALL RECEPTACLES TO BE GFI's 1§48"A.F.F. i UNLESS OTHERWISE NOTED i i I SEAL: �PtED A10 i a j ��� ip QQ q �� c E ! ' U :4 0 CD �21204 .y4 I - 11'-0" 9'-0" 1914" 9'0" 11'-0" = 4 PROJECT: 2 �; i i M �, A301 A301 `0 Zi - - NEW GARAGES GFI j GFI GFI i GFI _ _ i Accessory Buildings GFI j i GFI 2300 ROCKY POINT RD. - - j EAST MARION, NY 11947 i N W ELECTRICAL PANEL-VERIFY i T TAL SERVICE AMPERAGE - BUILDING 3 o WALL CONSTRUCTION:VINYL ' N SIbING ON 2 x 6 STUDS @ 24"o.c. o w�GWB INTERIOR FINISH FLOOR PLAN -------------- ------ -------------------- -----r--------------- ROOF PLAN 1 DATE: Monday, July 14, 2025 103b 103b I 103b PROJECT NO: 2501 DRAWING BY: DK --- ----- —————————————— CHK BY: CMS 3'4" 1 16-0" 1 3'-2" 16-0" T-2" 16'-0" T-0" 60'-4" - - I moo _ - - _- _ -- A301 FLOOR PLAN BLDG.3 0 60 ft Am A-101 c Scale: 3/16" = 1 1-011 2300 Rocky Pt-FILING SET -2025-0713.vwx APA Wall Bracing Calculator Project Report EXTENT OF HEADER WITH DOUBLE PO .�.. EXTENT OF HEADER WITH SINGLE PO Builder/Designer CMS Archotecture+Design,PC S Home/Building Plan Name Accessory Garages-Building 3 PONY WALL ff FINISHED WIDTH OF OPENING WHERE k Development Address 2300 Rocky Point Road East Marion,NY a Code BASED ON20181RC 2'MIN. -18'MAX. REQUIRED SDC(Seismic Design Category) 1-2 FAMILY A-C : : :a a PER PLANS <=120 mph Wind Speed p Wind Exposure Category EXPOSURE B PON WALL TENSION � Total Number of Stories 1 STORY HEIGHT(IF STRAP PER o Cripple Wall NO APPLICABL • DETAIL 17 m75CU o Mean Roof Height less than 30 ft. YES ) 'I e (OPP. SIDE OF e e ISSUE DATE o 1. i � 3: a SHEATHING) REVIEW SET 04.15.2025. WALL LINE ELEVATION VIEW REVIEW SET 05.02.2025 CONTINJOUS WOOD HEADER MIN. 3"X11%<" / F ING SE 0 09.2025 (WITH ip"SPACER ON BACKSIDE) UPDATED 07.14.2025 B1 PFH-SINGLE PORTAL FRAME B2 PFH-DBL PORTAL FRAME 83 PFH-SINGLE PORTAL FRAME B4 SHEATHING TO HEADER: 8D COMMON IF NO PONY WALL ABOVE Total Wall Line Length:60'a" I NAILS(0.131"x2.5") INTO HEADER IN 3"O.C. HEADER, CENTER CS20, TOTAL GRID PATTERN AS SHOWN CSHP20 OR LSTA21 TENSION WALL BRACING-FRONT WALL @ GARAGE DOORS WALL STRAP PER DETAIL 17 AT HEIGHT 2 ROWS 16D SINKER NAILS(0.148"x3.25")AT BOTTOM OF HEADER(ON WALL LINE PLAN VIEW 12'MAX 3"O.C. 61 Bz 63 Ba OPPOSITE SIDE OF KING STUD TO HEADER:6-16D SINKER SHEATHING) Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing NAILS(0.148"x3.25") TYPICAL PORTAL Line Method Factors Amount Factors Amount Bracing Bracing Status FRAME 1st Story A PF-H 0.76 6.3 Exempt Exempt 6.3 16 Compliant HEADER TO JACK STUD TENSION STRAP PER CONSTRUCTION HEIGHT(H) DETAL 17 ON BOTH SIDES OF OPENING, IF NEEDED, SHEATHING OPPCSITE SIDE OF SHEATHING SPLICE MUST OCCUR Furthest Distance to Adjacent BWL 41' 11" 10'MAX. WITHIN 24"OF WALL Roof Eave to Ridge Height 6 feet MIN. DOUBLE 2X END POSTS MID-HEIGHTAND PANEL • • Wall Line Length 60' 4" . .LENGTH L - • FULL-HEIGHT WSP EDGES SHALL BE BLOCKED Gypsum Included �° ' NUMBER OF JACK (SEE DETAIL 20) SHEATHING 318'MIN, STUDS PER CODE Blocking Included ( Adjacent n16'TYP) Wall Line Wall Story Bracing Segment Qualified Tension FULL-HEIGHT Segment Height Height Method Length Opening Segment Nails Tie Hold Down 8D. OMMON NAILS KING STUD Bl 9' 10, PF-H 3'0" 8101, 4 3"/3"grid 3,225 3,500 (0.131"x2.5")AT 3"O.C. (BOTH ENDS SPACING INTO ALL OF HEADER) B2 9' 10, PF-H 3'0" 8101, 4 3"/3"grid 3,725 3,500 FRAMING MEMBERS B3 9' 10, PF-H 3'0" 8'0" 4 373"grid 3,725 3,500 (2)STHD14 B4 9' 10' PF-H 3'0" 8101, 4 373"grid 3,225 3,500 DOUBLE 2X SILL LSTHD8 1#z"MIN. END ARCHITECT DISTANCE o o Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, . . 5/3"x8"TITEN HD WITH BPS 5/8-3 . (TYP.) . . CMS ARCHITECTURE + the side with no PF-HD needs to show the detail for a min. 1,000Ib HD to restrain the post on that side. BEARING PLATE(SHOWN)OR 0 0 0 4 9 5i3' DIAM.ANCHOR BOLT(MIN. 7" 1 1 DESIGN WALL LINE ELEVATION VIEW 0 0 EMBEDMENT)WITH STANDARD- 0 0 CUT WASHER AND BPS 5/8-3 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 -� METHOD PFH (SINGLE OR DOUBLE PORTAL FRAME) phone 917-csmit 21 mobile 347-410-4960 csmithC crosarchitecture.com NOTE: SEE FOUNDATION PLANS FOR LOCATIONS OF ALL EMBEDDED UPLIFT STRAPS NOTE: • G5-1 s,"d gl 82 B3 B4 Ge-1 sided THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE PFF!-DBL PORTAL FRAME SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION, DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS Total Wall Line Length;41' WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. III, WALL BRACING-SIDE WALLS (0 CONM)( NAILS Qcc A WALL LINE PLAN VIEW 6"EDGE, 12"FIELD SEE DETAIL 21 FOR SEAL: O.C. SPACING ,�(��GD ArgG1 B1 B2 B3 B4 CONNECTION TO Story wall Bracing Wind Wind Bracing seismic seismic Bracing Required Qualified Bracing 8D CONMON NAILS FLOOR/CEILING Line Method Factors Amount Factors Amount Bracing Bracing status FRAMING ABOVE; REQUIRED FOR REFER TO PLANS FOR GJ to `• (�' �•. 1 1st Story 1 GB-ls8ft 0.84 11.59 Exempt Exempt 11.59 23.84 Compliant STUDS SPACED AT24" ROOF FRAMING/ROOF � ���, Z "♦ O.C. CR ULT WIND BLOCKING 4 —'1 Furthest Distance to Adjacent BWL 41' SPEEDS GREATER CONNECTION U Z THAN: 140 MPH (EXP REQUIREMENTS N Roof Eave to Ridge Height 6 feetet Wall Line Length 41' 11" B) Gypsum Included 115 MPH ( ) 3#8"MIN. WSP 110 MPH(EXP D) SHEATHING ON ALL �� 021200 Blocking Included SHEATHABLE Wall Line Wall StoryBracing Segment Adjacent HEIGHT SURFACES OF BRACED OF N�� g g Opening Qualified Nails Tension Hold Down 2X BLOCKING AT ALL Segment Height Height Method Length Segment Tie WALL LINE 7#16"OSB Height HORIZONTAL JOINTS OF (H) ( OR 15#3z"PLYWOOD Bl 11' 12' GB-ls8ft 15' 10" 7.92 7"/7" BRACING MATERIAL TYPICAL, U.N.O.) (U.N.O.)(SEEDETAIL 20); PROJECT: B2 11' 12' PF-H 2'0" 7'0" 4 3"/3"grid 1,700 MAY BE OMITTED PER SHEATHING OPPOSITE GARAGES PLANS F BRACING SIDE OF BRACING B3 11' 12' PF-H 2'0" 7'0" 4 3"/3"grid 1,700 AMOUNT 13 DOUBLED MATERIAL: NEW 64 11' 12' GB ls8ft 15' 10" 7.92 7"/7" 1#z"MIN. GYPSUM WALL END OFCS-WSP BOARD(U.N.O.)WITH Accessory Buildings BRACEC!WALL LINE TYPE W SCREWS 2300 ROCKY POINT RD. Include proper PF or ABW details on the plans. If a PF-HD is used, and a second PF-HD is not included on the other side of an opening, PER DETAIL 19 SPACED 16"O.C. (12" the side with no PF-HD needs to show the detail for a min. 1,0001b HD to restrain the post on that side. O.C. FOR STUDS WALL LINE ELEVATION VIEW CONNECT BOTTOM ' OR SPACENAIDLED PER I AT 24" �) EAST MARION, NY 11947 PLATE TO TABLE R702.3.5; FOUNDATION OR MAY BEBUILDING FRAMMINGNG BELOW IN PLANS IFOBRACID G ER GB-I sided B1 GB-1 sided ACCORDANCE ETA`IL 2H 1 GB-1 sided Length L INCREASED BY 1.4 AMOUNT IS I Total Wall Line Length:60'4" I Tg BRACED WA L L WALL LINE PLAN VIEW METHOD CS-WSP DETAILS & WALL BRACING-REAR WALL B1 �/�y� �g REPORT Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing METHOD G B-1 Sided Line Method factors Amount Factors Amount Bracing Bracing Status 1st Story B GB-ls8ft 0.76 10.7 Exempt Exempt 10.7 30.17 Compliant R602,10,4.3 BRACED WALL PANEL INTERIOR FINISH MATERIAL. DATE: Monday, July 14, 2025 PROJECT N0: 2501 Furthest Distance to Adjacent BWL 41' 11" BRACED WALL PANELS SHALL HAVE GYPSUM WALL BOARD INSTALLED ON THE SIDE OF THE WALL OPPOSITE THE BRACING DRAWING BY: DK Roof Eave to Ridge Height 6 feet MATERAL: GYPSUM WALL BOARD SHALL BE NOT LESS THAN 1/2 INCH (12.7 MM) IN THICKNESS AND BE FASTENED WITH NAILS CHK BY: CMS Wall Line Length 60'4" Gypsum Included OR SCREWS IN ACCORDANCE WITH TABLE R602.30) FOR EXTERIOR SHEATHING OR TABLE R702.3.5 FOR INTERIOR GYPSUM Blocking Included WALL FOARD: SPACING OF FASTENERS AT PANEL EDGES FOR GYPSUM WALL BOARD OPPOSITE METHOD LIB BRACING SHALL Wall Line Wall Story Bracing Segment Adjacent Qualified Tension Segment Height Height Method Length Opening Segment Nails Tie Hold Down NOT DCEED 8 INCHES (203 MM):Height Bl 9' 10, GB-ls8ft 60'4" 30.17 777" 2300 Rocky Pt-FILING SET -2025-0713.vwx 3/4"Sheathing WOOD 4. ALL STRUCTURAL COMPOSITE LUMBER(LVL,LSL,PSL)IS TO MEET THE FOLLOWING 8. ROUGH HARDWARE WHERE EXPOSED SHALL BE GALVANIZED AND CONFORM TO MINIMUM SPECIFICATIONS: THE FOLLOWING: WIN 1. ALL STRUCTURAL WOOD WORK SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE 2024 NCBC APPLICATION Fb(psi) Fc(psi)-PARR, Fc(psi)-PERP. E(ksi) 9. PENETRATIONS IN WOOD SILLS OR PLATES OF BEARING OR SHEAR WALLS SHALL BE LVL Rafter 2. ALL STRUCTURAL LUMBER SHALL BE OF THE GRADE INDICATED BELOW OR BETTER, GIRDER/BEAMS(2.OE LVL) 2900 3200 750 2000 PLACED IN THE CENTER AND SHALL BE NO GREATER IN DIAMETER THAN 1/3 THE WIDTH OF THE LUMBER. HOLES LARGER THAN THOSE NOTED ABOVE MAYBE UNLESS OTHERWISE NOTED ON PLANS. ALL WOOD WILL HAVE A MAXIMUM GIRDER/BEAMS(2.OE PARALLAM PSL) 2900 2900 625 2000 BORED"ONLY"IF PLATES ARE CONSIDERED CUT AND ADEQUATE REINFORCEMENT MOISTURE CONTENT OF 19%AT TIME OF USE AND SURFACE DRY-GREEN. COLUMNS(1.8E PARALLAM PSL) 2500 2500 545 1800 IS PROVIDED. ESE RIMBOARD(1.3E TIMBERSTRAND ESE) 1700 1835 710 1300 JOISTS AND RAFTERS SEE#2 10. CUTTING,BORING,OR NOTCHING Of GIRDERS,BEAMS,JOISTS AND OTHER STRUCTURAL ELEMENTS SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF ` bV. c POSTS,BEAMS AND HEADERS SEE#2 THE ENGINEER UNLESS SPECIFICALLY DETAILED ON THESE DOCUMENTS. STUDS,BLOCKINGS,LIGHT FRAMING AND MISC. SEE#2 5. PLYWOOD SHEATHING OR OSB SHEATHING: NOTE:EACH WOOD STRUCTURAL PANEL(PLYWOOD OR OSB)SHALL BE IDENTIFIED 11. HOLES FOR BOLTS IN WOOD SHALL BE DRILLED A MAXIMUM OF 1/16"LARGER wa WALL PLATES SEE#2 n n Q Simpson Rafter Tie WITH THE APPROPRIATE GRADE AND APA TRADEMARK AND SHALL MEET THE THAN BOLT DIAMETER. METAL WASHERS SHALL BE PROVIDED FOR ALL HEAD AND p $` Model H1.8 WOOD SILL(P.T.) SP#2 REQUIREMENTS OF THE LATEST EDITION OF THE U.S.DEPARTMENT OF COMMERCE NUTS OF BOLTS AND LAG SCREWS THAT BEAR ON WOOD. CUTS AND HOLES IN P.T. tco PRESSURE TREATED(P.T.)JOIST,BEAMS AND POSTS SP#2 VOLUNTARY PRODUCT STANDARDS PS-1(PLYWOOD)OR PS-2(OSB). LUMBER SHALL BE SEALED AND TREATED. m0 N 12. ALL BOLTS AND SCREWS SHALL BE TIGHTENED AT THE TIME OF ERECTION AND ISSUE DATE o �„ _ V 03 g 3. GLUE-LAMINATED BEAMS(GLB)SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 REQUIREMENTS MENTS PERFORMED BY A CERTIFIED RTIFIED INSPECTOR IS REQUIRED FOR ALL 7/16 INCH APA RATED 24/0 EXPOSURE 1.(4 PLY MIN.)S.A.D.WHEN RADIANT RETIGHTENED BEFORE COMPLETION OF WORK OR INSTALLATIONS THAT WOULD REVIEW SET 04.15.2025 AND A D3737. CONTINUOUS I INSPECTION PER NCBC ROOF BARRIER SHEATHINGS REQUIRED. MAKE THE BOLTS INACCESSIBLE. E NEW GLB LARGER THAN 5 1/8X18 OR FOR SPANS GREATER THAN 32 FEET. ALL GLB 19/32 INCH APA RATED 48/24 EXPOSURE 1.5 PLY MIN.WITH TONGUE AND 13. USE DOUBLE FLOOR JOISTS AT NON-BEARING PARTITIONS WHEN PARALLEL TO REVIEW SET 05.02.2025 D SHALL BE INDUSTRIAL GRADE TYPICAL,CAMBER TO RADIUS OF 3,500 FEET,AND FLOOR GROOVE EDGES GLUED TO SUPPORT,U.N.O.MINIMUM SHEET DIMENSION FOR FLOOR FRAMING.USE BLOCKING AT 4'-0"O.C.WHEN PERPENDICULAR TO FLOOR F ING SE 0 .09.2025 c FABRICATED WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLAN. PANEL SHALL BE 24" JOISTS. SIMPLE SPAN BEAM 24FV4 WALL 7/16 INCH APA STRUCT 1,INTERIOR WITH EXTERIOR 14. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS OR RAFTERS OVER ALL SUPPORTS. UPDATED 07.14.2025 CANTILEVER AND CONTINUOUS BEAM 24FV8 GLUE. (4 PLY MIN.) 15. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE,GROUT OR MASONRY SHALL A)AT EXPOSED GLUE-LAMINATED BEAMS,USE ROSBORO GLULAM. 6. PRESSURE TREATED LUMBER: BE PRESSURE-TREATED. SIMPLE SPAN BEAM-PORT ORFORD CEDAR 22F-V/POC2 A)PRESSURE TREATED D.F.SHALL BE AWPA STAMPED. AMMONIACAL COPPER 16. LIGHT GAUGE FRAMING HARDWARE AND HOEDOWN HARDWARE SHALL BE QUAT(ACQ),COPPER BORON AZOLE(CBA),OR BORATE TREATED AWPA SIMPSON STRONG-TIE IN ACCORDANCE WITH CATALOGUE C-C-2024.SIMILAR CANTILEVER AND CONTINUOUS BEAM-PORT STANDARD U1,MINIMUM 0.40INCH. PENETRATION INCISED. 22F-V/POC1 PRODUCTS WITH ICC VALUES EXCEEDING THOSE PUBLISHED FOR SIMPSON ORFORD CEDAR B) ALL PRESERVATIVE TREATED LUMBER SHALL BE FIELD-APPLIED WITH STRONG-TIE(ESR-2551,ESR-2552,AND ESR-2553)MAY BE CONSIDERED AS 10 8D Nails @each Anchor SIMPLE SPAN BEAM-ALASKA YELLOW CEDAR 20E-V13 PRESERVATIVE WHERE CUT AND DRILLED ON SITE WITH COPPER SUBSTITUTION. ALL SUBSTITUTIONS SHALL SHALL BE SUBMITTED TO THE ENGINEER NAPHTHENATE(2%COPPER AS METAL). ON RECORD FOR APPROVAL 10 WORKING DAY PRIOR TO INSTALLATION. CANTILEVER AND CONTINUOUS BEAM-ALASKA YELLOW CEDAR 20E-V12 C) USE HOT DIPPED GALVANIZED HARDWARE PER ASTM A153 OR STAINLESS STEEL OR SILICON BRONZ OR COPPER MATERIAL,IE. BOLTS,NAIL,ETC.FOR 17, PROVIDE FULL-DEPTH SOLID BLOCKING OR OTHER MEANS OF LATERAL SUPPORT AT Top Plate. 2-2X 6-typical U.O.N. B) ALL GLUE LAMINATED TIMBER(GLU-LAM)IS TO MEET THE FOLLOWING ALL ATTACHMENT TO ACQ OR CBA TREATED MEMBERS. (NCBC 2304.10.5) ENDS OF BEARING POINTS OF ALL JOISTS,RAFTERS,BEAMS AND HEADERS,AND AT MINIMUM SPECIFICATIONS INTERMEDIATE INTERVALS NOT TO EXCEED 8'-0". 7. ALL NAILS SHALL BE COMMON STEEL WIRE NAILS SIZED AND SPACED AS SPECIFIED 1/2" Sheathing ON THE DRAWINGS,SCHEDULES AND IN TABLE 2304.10.1 OF THE NORTH CAROLINA 18. LAG SCREWS PER ANSI/ASME STANDARD B18.2.1 PROVIDE LEAD HOLE SAME BUILDING CODE. FASTENERS FOR P.T.WOOD SHALL BE HOT-DIPPED GALVANIZED. DIAMETER AND DEPTH AS SHANK AND THEN DRILL HOLE 60%-70%OF SHANK 2 UPLIFT ANCHORS RAFTERS (NCBC 2304.10.5.1) DIAMETER FOR THREADED PORTIONS. , A-201 c Scale: 2" = 1'4' 2300 ROCKY POINT ROAD ACCESSORY GARAGES - DOOR SCHEDULE - BUILDING # 3 Code Location Type Quantity WxH Material Finish Thick Frame Type Frame Finish Hardware Notes Glazing Comments 103b Building 3 Garage door-double 3 192"x 84" Metal Sectional Door wl toplights Black 1 3/4" VI'ood Painted Overhead Track to follow rafter slope Stockton Long 8 Wayne Dalton Classic Steel Model lite Window 8300 Vertcal Long Panel 2300 ROCKY POINT ROAD ACCESSORY GARAGES - WINDOW SCHEDULE - BUILDING # 3 Code I Quantity Vendor 1product# IType I Rough Opening Finish GlazingComments W03a 2 TBD Bi-Parting Casement 6'-3"x T-0" Verify White or Warm Gray Double Glazed 4 inch wide Flat Casing ARCARCHITECTB B 3 11 3/4" LVL RAFTERS @ 24"o.c. A-350 CMS ARCHITECTURE + 2 4( A350c A301 B-B DESIGN A201 PENDANT LIGHTS w/EXPOSED CONDUIT FEEDS 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 phone 917-576-6321 mobile 347-410-4960 I csmith@crosarchitecture.com I NOTE: THIS DRAWING,AND THE IDEASAND CONCEPTS IT REPRESENTS,REMAINS THE SOLE PROPERTY OF THE ARCHITECTAND DESIGNER.NO REPRODUCTION, i - DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS N WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. � I N SEAL: QtEU AR I I M,�yq ti�>► N 9'-0" I 10'-0 9'-0" i �0--O, I 9'-0.1 5'-8" 0,01200 O �VC9 i h F OF NE ! ! = PROJECT: o M M 4 2 w w CDA301 A301 ti I ! CA NEW GARAGES 4`1 i ��8 Accessory Buildings N%+ I ! �8� 2300 ROCKY POINT RD. EAST MARION, NY 11947 i _ cli o ! BUILDING 3 ` RCP / FRAMING PLAN , NOTES N i I ; DOOR & WINDOW I ! i SCHEDS . i ! DATE: Monday, July 14, 2025 I I PROJECT NO: 2501 - DRAWING BY: DK - -- - -- - -- CHK BY: CMS HEADER:3-LVL 1.8 X 11.75 i N.tt X 8.t 3V3-t .A34A3H --- ADER:3-LVL 1.8 X 11.75 20'-2" 19'-0" 20'-2" 59'-4" 1 WEATHERPROOF SCONCES-FULLY Arm/4 N RCP/ FRAMING PLAN BLDG.3 0 A301 SHIELDED [DARK-SKIES COMPLIANT] 60 ft - A-20 I c Scale: 3/16" = 1'-0" 2300 Rocky Pt-FILING SET -2025-0713.vwx ..............._._......._...... _...._..........__..........__ .._......_.. __ - - - - - 1212 y NEW SHINGLE ROOF ON INSULATED : . a .......... ....._.................,...... . , t. _ _ x 4 SHEATHING R 6 MIN. ON LVL RAFTERS 4 � T f , - ._ ...... , t , _.. i. _ ...... . ...... ........................1 ........,,..._. _ . .... . ., .. 1 ........... ............................. ............................ . ... ...................... c_ yr- i , T r-T ................................_....._................_........................, ._. 1 s>,., ;;,.. .............. , ........ Lu r_ .i............. ............. .... .. ....... .... ... 7 d O_ N d f (6 ....,...............- ... ....... , ... ..... ...,......................... T .. �. , ... ,.. x... .. (6 C C EAVEISSUE TE NEW WALL CONSTRUCTION:VINYL SIDING ON _ ---- - — ------_ :. ' ---- --- ........... - - -- 1 REVIEW SET 0415.2025 � � g 1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" REVIEW SET 05.02.2025 o.c.w/1/2"GWB INT.FINISH F ING SE 0 09.2025 CONTINUOUS ALUM.GUTTER w/DOWNSPOUTS& UPDATED 07.14.2025xx LEADERS TO DRAIN AWAY FROM FOUNDATIONS 1st Floor E1.0" 3- BLDG. 3 ELEVATION - EAST �, 10 20 30 40ft - A-30 I c Scale: 1/4" = 1'-0" : 12 - - - -'--- -- -+ -- _. -'--> 12 ARCHITECT 4 F 4 CMS ARCHITECTURE + DESIGN / \ N 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 \ / - �2 phone 917-576-6321 mobile 347-410-4960 csmith@crosarchitecture.com \ / NOTE: \ / L4 THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRFSENTS,REMAINS THE \ / SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION, \ / DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS o WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,PC. = SEAL: �op�ED A�C �y5 Q�ER Ml�,�,� 1st Floor r6 EI.+O" 2- BLDG. 3 ELEVATION - NORTH 0 10 20ft �41$" o�12 �y I—I n I—I I—I I—I N A-30 I c Scale: 1/4" = 1'-0" NEW SHINGLE ROOF ON INSULATED 12 : .'...... ..........._...............:.........::...........:.::.........'.........'................. .. ; ...._ 12 ............................:.........._................ _. .............. NEW SHEATHING R-6 MIN. ON LVL RAFTERS _. _. GARAGES - 4 ..x,. : ..,-. : : -,._ .:_ ......... ... .._ .. .. ... _..... .. .. ........ ...._......_....... ..,.-,. ..._ 4 Accessor Buildings V . ......_...L............_................__...,.............:........................................i................L.................A................,......... ....A......................... ..... , 2300 ROCKY POINT RD. 1 7 ...... .,. .. .. _ ...: �, , , ,. ... ........ ... ..... ._ .. .... _ 1. , .... ... .. ..._...... 1 .. .. - i ', i ,..., :... .. ..... ....._ .. ..... .. ...... ... ... ......... .. ... .... .. .. .,.. ......� ............ _ ..,.. .... .. t ...... _....... ... ._. .. :...... .....'. .. a .. .. , .. ,......,..... ..................:....... :.: ! .,... .. ........... .. .. .. .. ........ 1 , .........:.. ... ..........x.... .. ,.........: ...................... .. ...... .. ......,. .:... ...1...............................................:........ .... : ..... .i........1......_.......... ii , r CONTINUOUS ALUM. GUTTERw/DOWNSPOUTS& EAST MARION, NY 11947 SPLAH BLOCKS- TO DRAIN AWAY FROM FOUNDATIONS r _.. _ 1 . - _ EAVE ELEVATIONS NEW WALL CONSTRUCTION:VINYL SIDING ON zo 1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" O.C.w/1/2"GWB INT.FINISH ❑❑❑❑ ==H H=E ❑❑❑❑ ❑❑❑❑ EIDH ❑❑ E:1 Ll El= E:]E:]E-]E:l H ][❑��L ❑❑❑❑ ❑❑ ❑HE1 ❑❑❑ BUILDING 3 —1 A A c? F-7F\\\ DATE: Monday, July 14, 2025 PROJECT NO: 2501 1st Floor DRAWING BY: DK CHK BY: CMS E1.0" 3' z" 10 * ' 02 00 ■ YZZY,ZZ/Z 30 40 ft A-301 c Scale: 1/4" = 1 1-011 2300 Rocky Pt-FILING SET -2025-0713.vwx TABLE R602.3(1) FASTENING SCHEDULE M A 7W7W NUMBER AND TYPE 50,common. (3 1/,,"x 0.162") 16'ox.face r ail o rl t u ctit r I panel subfloor,roof and Interior w3,ft sheathing to framing and pa rt 1cleboa rd w;1 fl sheathing to ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION framing OF FASTENERa,b.c 12 To,>plate to tot)clale 0ri box(3"x 0.129");or [see Table R602.3(3)for 5,mcnirzif rlinr-,r exterior ivir,`i sheathing to wr?,framingl 12'o.c.f3ce ra;l Roof 3' 0.131 r i:`s IS d r orn mon(2 x 0.113 n.i I 4-8d box(21/2"x 0.113")or Face.nail on each side ot erd (5Ubf!oor.wall)i 8 16d cornmor)QII�,"x 0.162");0, t. Blocking between ceiling joists or rafters 3-8d common(21/2."x 0.131 or t2 jort 30 3�$" 11��" 8 0 Co m mr,In(2 112 0 131 r,a�1 6 12' Toe nail 16c box,13 V.,"x 0135");or to top plate 3-1 Od box(3"x 0.128");or 13 Dc'uble top pla-espfizze 2 1 Od toy,(3-X 0.128"1:or (-Tin morn 24 lapsplice (roof;:or RSRS 01 (2 0.113")rad LU 3-3"x 0.131"nails - leqgth each (roof'• 75 Z5 EL < !23"K,01_11 nails I sae of end ioint) -5 Yz 4-8d box(21/2"x 0,1113");or 8d common rI(2'1�`x 0.131");or M _5 W co 12' ISSUE DATE a) 0 31 0 2 ��: z 'r,d common 01621 16 o.c.face �a1 0 3-8d common(21/2"X 0.131 or 2 Ceiling joists to top plate Perjoist,toe nail rot cm riate tc,joist,rim 1cI hand Dist 2 RSP.S 01: V 1 S")nail frooh. 3-1 Od box(3"x 0.128");or '14 or 6d box(3'/-."x 0.1 35";:c, 1 ,,4 Common(3"x 0.14S.")nail;or REVIEW SET 04.15.2025 1-N 3-3"x 0.131"nails 12'o,,.face r.-.l ]i2 1'1z, 'not at 3"-O1311" 6 '2 REVIEW SET 05.02.2025 biocking, nal�s 8d!2'/�"x 0,13 V!de"ormed nail Ceiling joist not attached to parallel 4-1 Od box(3"x 0.128");or gING§�L,9&09,2025 X Bi,!orn Fate t-+joist,rim joist,band;6s- 3 1 6o box(3'1',"x 03,135"):or 3 ear.?• I E"ox lace nail 3 rafter,laps over partitions(see i�r 3-16d common(31/2"x 0.162");or Face nail 15 or 2 ',6o ccmmo,)(31,y.:"x 0.1 62"l;or 2 ejcl�16"c.c.rI,ce nail Other wall sheathingF UPDATED, ' , 07.14102_5�� XX and 4-3"x 0.131"nails 1 Ii '.vz`v:inized roofin-1 ra�', lt,ocking 1,v' 4 3"x 0.131 rani-ri-1 E c.c.1;xe.n3 i I sirictura!ce!!.�%Iosic fiburboz,rd Ceiling joist attached to parallel rafter 33 1d !' '=.f_ ,Or 1'14"iorr 16,pi. 3 6 ­8d boy(2V2"x 0!13 ),or sheathint.., StZnle W),,-7/t_-or `-CroiVr, 4 (heeljoint)(see 2 and T,)hlo 1:,� Face nail bic,Rp")2,51) 3 Itid box(3112"K 0.1 35­r:or 4 8d common(2112"x 0.'31 or Toe n,);' "i,i-ral;vanized rocfir,p ra;',711r," stqictural CL111_1105;C Collar tie to rafter,face nail or 11/4"x 20 4-10d box(3"x 0.128");or a 10d box(T'r 0 12S­);or 34 head z­-,or 1 icne 16 g,-I. 3 6 5 ga.ridge strap to 3-10d common(3"x 0.148");or Face nail each rafter fibcrboard sll�eathing 4 3", CA 31"rats s r ap le v�1*',711,-or c,o,,vn 16 Tcn or bottom pl-itc,to stud rafter 4-3"x 0.131"nails 3 16d bar,(3'/," 0.135"1 y or 1'1,,'vatvanizcd roofing iI 5',onle 3-16d box nails(3112"x 0.1 35");or 2 toe nails on one side and 1 2 '.6?3 Cc n-,m on('3' 0.162 E-d nail 35 'i,"gy­surn 7 7 3-10d common nails(3"x 0,148"),-or toe nail 3 ',Qd,toy,(T,�0.12F,);cif 1112-long. I screws,Tvpr,W crS 6 Rafter or roof truss to plate 4-1 Od box(3"x 0A 28");or on opposite side of each 3 3"ro 0,131"r,r`s m.ofi,,F-,0::s`,awr, 4-3"x 0.131"nails rafter or truss` 3 1 Od Lox,Q"x V 25"},v* gv,�surn 7 7 1 Tat)plitces,lar's at cor-ers ar,'l �'?V long, 1'1�`sc-cw5,Type V11 cr S 4-16d(3 /2"x 0,1315");or 17 4' '&J cammnn Q 1,"•0.11621-or Fr ce nail l , 3-10d common(3"x 0.148");or rtr,­,?ctinnsTop nail 3 7",�0.111"r.-v's 4-10d box(3*'x 0,128");or Roof rafters to ridge,valley or hip rafters 4.1"x 0.131"nails ?.d 13'),cr 7 or roof rafter 2 8d comn-:on,12112"�0 131 or to minimum 2"ridge beam 3-16d box 3112"x 0.115");or 18 braci?to P-i,h srt_ld and PI.-Te 2 10 1,o, (3 P.121­,:o, Fare m3l' 2-16d common(31/,"x 0.162");or 2 st,,nle�1 Lv,pq&f: 1p e*-, till j, fl�qrh,, ,J,v�!thlrly End nail ( 0 ") ,VroI(3-1Od box " �­ 3-3"x 0.131"nails 3 p,,l 1, n 13 c r larpr il-ar 1: it not largil,th'i-I�1 177 Ir'O"-rd Vv.I k�i 1c,�hprk she';{.Ping tc+ov h btat ir,i 2 8,1 cri-imor,12'1, 0 31 A or r,jcc nail Vh,,v 8­1 An rru-n a!,+10,C, rw'A,19,. Wall Dd LoY.0":0,1 2F'­6:or 2 crnvvri, 1 c va,., I'/,"ton.r c.".Iail.%ho`bpsracwi al -i"rp t-1,311 0 inrlI r,r ce•'Irr at Fl &f in I— ct 16d common(3`12'x 0162") 24-ox.face rM 3 Pf!lb,^y 0'13"),w Fci,` bv II Cr rilre,,iliall te prrli-G 8 Stud to=_rucl(not at 10d box(7 x 0.128");or 16'ci,c�fare 1 3 3d-zo-irron(211,"*0.!31'),or S:1'1�-rlg"i I ­r,r!t wi t�tI,,s 110111 I-r L�­,d�.n TablqV")23f ARCHITECT �)ci L,rjr(3"-D.I 2 F );o, F*,,� . , : , ': ,, 1 rr ot r�iM I ae h rid!r rab�v rm, �wf I t ai-ing,ad it,,rit d ile o,It 1v n el? 'it ImA 'tr ps atid c row n, gi In r.g CMS ARCHITECTURE + Stud to s�ud and abutfi-�st,,ils at 16d box(3'12"x 0.135"):or ials iiha!l br rvIiPci OL G 1riclI or ce-itpr where L'�jlflmxt?.dssip-)%viril steed is r,11'irnnh and 5h�l be;paced 1 inchtn on 9 irter5etLing%-,­-,' corners 3"x 0.131"nails 12-o.c.fact,rad 20 X iT,Ind II rhr"Ith!'�g tn cl-h Fact!nail iel"I'l the L )�O lr4TTIWilf- ;rp-d i�t3O rlir'i r-r,Eo��T but th-r,I IC mph. brar-F. VjOcrt�cr I �8' DESIGN (at t'l �11: r ' F d I-x f2 I,"x Q 113 ),or 16d common(21'12'r 0.162") 16'o.c,face rail 3 F1common(211?F"x 0',zl ):nr VTM C.10P, 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 Bvift.up l­,eader(2"1,,.)2-headervOth,1/2" 16d common Q'1z"-0,162") 16"o c.each edge fare ra�! 3 -0.1 box,P"�,0�12'1*');or K Smrirgr of qt"J-tkr� ,,,I rf'r-Ircl[?ff"k f'r 10 4 St,4�,,ICS. Croy,!o, 16 gi_'I 314"!ong phone 917-576-6321 mobile 347-410-4960 spacer) I 6d box(3'12"x 0.135") 12"o c.each edge face rli4 re of fwa.-Irpt,rt, il!lmr:r!�Q,Ir'!of ft'.,;T 42�wd to i,ie rti,.­Iwrs rf.-t:11 ro 1,,omv�dcd at, csmith@cmsarchitecture.com 112"x 0.113-),or 11.I:n k ing NOTE: 5 8d box(2 THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE 11 Cortinuous header to stud 4 8d common(2112"x 0,131 or Toe n,0 i.Wt-FIIP.a ra'ivr i;to'1urr<,in in j�.lii,,ct,rt ccllzrig arrardame voi this s(hvnu!v,provi.,je rwc tn�naIlson crie sidtl at the raftm SOLE PROPERTY OF THE ARCHITECTAND DESIGNER.NO REPRODUCTION, 4 1 Od box(3"x 0,1215") a-)1 top nar�frcrr-the cpdhngln,st try tnp It,a�crtdar:s wit'l 1*1k N,-_t`er4uIe,The top.rail or,thr r-.r�msite aA,im d the rarer sha,I r'"t be DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. j.PSRS 01 i',,l pocf sllrxt:;r)II7 r,f,r; nAil r-ecting the I,",;it VTki P 1 15T7, TABLE R702.3.5 SEAL: ill�'JD ABC MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYrI PANF1 PROI),trTSh41Q THICKNESS ORIENTATION MAXIMUM OF OF('.-Yr'�UM SPACING MAXIMUM SIZE OF 4? GYPSUM BOARD OR OF SPACING OF NAILS FOR 4: BOADf)OR FASTENERS LVL RIDGE BEAM-3.5" x 11.875 APPLICATION GyrISI'Mi FRAMING APPLICATION Gyrsull"I PA N rt MEMBERS (inches) TO WOOD I 3/4"X 9.5"LVL RAFTERS @ 24"o.c.-PROVIDE X PANFL rROrIUCTS (inches I FRAMINGc BRIDGING per R802.8.1 MAX. INNTERVALS OF 8 FEET PRODUCTS TO FRAMING o.c.) eWSbl 1 3/4"X 9.5"LVL RAFTERS @ 24"o.c. 3/4"SHEATHIING (P (inches) Nails" Sc Application without adhesive SCONCES: FULLY SHILEDED OZ*Woo 13 gage,1'14" [DARK SKIES COMPLIANT] 12 01: NF, long, Ceilingd Perpendicular 16 7 12 "/64 12 " 4 head;0.098 4 .......(,I, PROJECT 11/4"long, 3/8 annular- N EW G A RAGE S ringed;or 4d Either cooler nail, Wall 16 8 16 0.0801, direction Accessory Buildings Nr" 13/8"long, 00 CROSS TIES @ 24"o.c. PENDANT LIGHTS-EXPOSED 2300 ROCKY POINT RD. '/32"head. CONDUIT&J.B.s ABOVE CROSS-TIES 13 gage,131m" III: EAST MARION, NY 11947 Either long,19/ 4" OVERHEAD GARAGE DOOR TRACKS- 13 d) _M' Ceiling direction 16 7 12 head:0.098" � Lid HANG FROM STRUCTURE 0 > 1'/,,"long, < 0 6i 5"DIA. STEEL COLUMNS BUILDING 3 LU annular- 0 0 Ceillngd Perpendicular 24 7 12 ringed;5d C/) SECTION cooler nail, 112 0.013611 - I High Pt. 1st Floor 7 FASTE N I N G Either Oil El.+5 1/4" Wall direction 24 8 12 154"long, El.+ 15/;4"head;or S C H E D U L E i­w:!nail, U-1 0,080" > DATE: Monday, July 14, 2025 Wall Fither 16 8 16 A - .1.1,1 PROJECT NO: 2501 direction 5/8"long,'/32" DRAWING BY: DK head. NEW POURED CONC. FOOTINGS 'THICK CONCRETE SLAB ON GRAVEL ON CHK BY: CMS ////////// � //iiiiiiiiiiiiiiiii ANN OWT11 9M ACCESSORY BLDG. 3 SECTION B-B o 10 20 30 ft A = VJ5 () M0 () A-350c Scale: 1/4" = 1'4' 2300 Rocky Pt-FILING SET-2025-0713.vwx 1 8"X 8"X 3/8"STEEL BASE PLATE 4"DIA.STEEL COLUMN 1.FOUNDATION GENERAL NOTES 2. CONCRETE Nor ES 3. CONVENTIONAL REINFORCEMENT NOTES J 11 NON-SHRINK GROUT 1. Codes and Ordinances: 1. Compressive Strengh: 1.Grade: 1/2"A Construction shall conform to the latest edition of the International Code Council documents,including,but not limited All concrete shall have,minimum 28-day compressive strength of 3,000 psi and be tested per ASTM C-39 #3 rebar and smaller shall conform to ASTM A615 Grade 40 or higher,and#4 rebar andA. V. . . e.,� to,the International Building Code and the International Residential Code,all applicable codes and ordinances, specification with a 4'sump for the slab and basement walls. larger shall conform to ASTM A615 Grade 60 or higher and shall be detailed and installed EMBEDMENT NEW CONCRETE SLAB NCHOR BOLT-MIN.8" drawings,and manufacturers'recommended installation and other specifications.In the event of a discrepancy 2, Aggregate Size: per ACI-318 latest edition .......W­1..: _*wn between the plans specifications and applicable codes and ordinances the more stringent provision shall apply.All Maximum aggregate siz;shall be 1 X? 2. Coverage: referenced standards,manuals and publications referenced herein shall be the latestedition, 3. Concrete Placement The following shall be the minimum reinforcement concrete coverage 2, Design Codes: All mixing,transportatim,placing,and curing of concrete shallcomply with ACI-318,current edition.Do not place a)Concrete cast against and permanently exposed to earth 3" This foundation is designed in accordance with,but not limited to,the latest editions of the International Building Code concrete less than two says priorto a freeze unless protective measures are taken.Concrete shall be placed when b)Concrete exposed to earth or weather: and the International Residential Code(if applicable)and other applicable codes and standards. temperatures are at a minimum of forty degrees Fahrenheit(407)and rising unlessprotective measures are taken as No.6 through No.18 bars............................................................2 NK 3. Permits: specified by the concrete supplier.If ambienttemperatures will reach above sixty degrees Fahrenheit(607),the entire No.5 bar,W31 or D31 wire,and smaller....................................1 M? LU Owner or owners designated representative shall obtain all required permits. slab surface shall be adlitionally cured by keeping it wet for a minimum of 72 hours,commencingthe morning after 0- Z 4. Drawings Scope: concrete placement. 3. Chairs: M 2 : a> These drawings are intended to show only structural foundationplans and details.See appropriate drawings from other 4. Concrete Temperature: Rebar chairs for the slab shall be spaced a maximum of 6-0"on center each way such 0 2 C5 a) r 0 I POR BARRIER ce disciplines such as architectural,mechanical,plumbing,electrical and civil for the design,location and size of drops, In no case will the planent of concrete having a temperature in excess of ninety degrees Fahrenheit(907)be that the reinforcing steel is located 1/3 the distance from the top of the slab. ISSUE DATE o U) X U openings,sleeves,driveways,patios,pools,etc. permitted. 4. Lap: 2 JT 5. Verify Dimensions: 5. Calcium Chloride and Fly Ash: Continuous reinforcing shall be lapped a minimum of bar diameters.Splices shall be REVIEW SET 04.15.2025: Contractor shall verify all dimensions,drops,slopes,and details of these drawings with those of the architectural Calcium chloride or admixtures containing calcium chloride shall not be used as additives.Where fly ash is used,only tied at the both ends of the splice. REVIEW SET 05.02.2025 #VEL design plans,and contractor shallreport discrepancies to engineer in writing and architect/designer prior to the start of type C fly ash shall be xcepted. 5. Welded Wire Fabric: %ING SEL 9L09.2025 construction. 6. Air Entrainment: Welded wire fabric(WWF)shall be per ASTM A185.Where shown on plans WWF shall . . . 67.14.�02_5'�,< 6.Contractor Field Verification: In areas subject to freezng conditions,concrete shall be designed accordingly using air entrainment or other be supplied in sheets. UPDATED X During construction the contractor may encounterexisting conditions that were unknown during design and vary from appropriate methods. TED SOIL the plans.The contractor shall notify the engineer in writing prior to proceeding with the work of all discoveries that 7. Vapor Retarder: 6. Stirrups: II interfere with proper execution of the work and/or jeopardize the structural integrity of the structure. A minimum 6-mil thick p)lyethylene vapor retarder sheeting shall be placed directly below the concrete;lap joints a Depths of stirrups for rebar cages shall be beam depth less 7"to allow for minimum #4 REBAR 7. Additional Details: minimum of 6"and seal with duct tape or other tape approved for such use by its manufacturer.Vapor retarder shall reinforcement concrete coverage(unless noted otherwise).Unless otherwisenoted, If contractor requires additional details or information not found on the drawings or in the specifications,contractor shall extend to the perimeter ormwork and preferably extend 2 feet beyond the perimeter of the foundation. stirrups shall be#3 rebar spaced at 24"on center, request this information from engineer in writing prior to the start of construction. 8. Continuous Pour: 7 .Dowels at Foundation Additions: 8. Requested Change: Concrete shall be placed in a continuous pour,unless otherwise approved by engineer in writing.In no case shall In cases where foundation additions are added to existing foundations,deformed 4 POST FOOTING DETAIL Any requested modification to these drawings and/or specifications shall be submitted to engineer in writing.Contractor adjacent concrete be placed more than 30 minutes apart in order to prevent the formation of a cold joint. reinforcing steel dowels shall be provided and embedded a minimum of 6"into the shall not proceed with requested modifications unless engineer approves requested modifications in writing. 9. Adding Water: existing foundation and secured using an epoxy anchorage adhesive such as the F-101c Scale: 1:20 9. Roof drainage: Maximum water added b concrete at the jobsite,without written permission from the concrete supplier,is 1%gallons adhesives manufactured by Simpson Strong Tie SET or equal and installed per the Dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to per cubic yard of concree.Concrete tickets showing time of mix,time of delivery,yards delivered and total water manufacturer's recommendations.The reinforcing dowels shall be lapped a minimum of DOOR JAMB BEYOND the ground surface at least 5 feet from foundation walls or to a subsurface drainage system. added shall be collected from each driver and retained by contractor. 36 bar diameters with the reinforcing for the new foundation.See plans for dowel sizes CONIC.APRON MIN.5%PITCH 10. Final Grade Survey: 10, Anchor Bolts: and locations. GRAVEL DRIVE EXPANSION JOINT FILLER In order to assure positive drainage away from the foundation,a licensed land surveyor shall perform a final grade Anchor bolts shall be a minimum of 1/2"diameter x 10"long J-bolt o rapproved equal, 8 .Flatwork: SLOPE FLOOR 1/8" survey prior to occupancy.Drainage elevations and direction should be noted on the document. minimum two J-bolts per sole(bottom)plate perASTM F-1554 Grade 55 with washers with nuts and shall be Flatwork such as,but not limited to,driveways,patios,porches and sidewalks shall not 2'-0 /FCOT 16. Structural Stability During Construction: embedded a minimum cf 8"into concrete.Anchor bolts shall be spaced a maximum of 4'-0"o.c.and located within 12" be doweled into and shall be isolated from the foundation to allow for independent The drawings illustrate the completed structure with all elements in their final positions,properly supported and braced. from the ends of each pate section.Anchor bolts shall not be placed in doorways.Anchor bolts shall be coated in movement. The contractor shall be responsible for all construction means and methods.The contractor,in the proper sequence, accordance with the pre3sure treated wood manufacturers recommendations, shall provide proper shoring and bracing as necessary during construction to achieve the final completed structure. 10. Non-Shrink Grout: Non-shrink grout shall b�Medco"Metal Grout"or equal.The grout shall be according toASTM C-109 with a 28-day i PLIFT STRAPS EMBEDDED IN FOUNDATION compressive strength of7200 psi(fluid)to 10,500 psi(plastic). ;0 WALL-TYP.@ ALL GARAGE DOOR OPENINGS. DET.SHOWS @ DBL.&ADJACENT SINGLE FRAME --+--------------------------- GRAVEL BASE: 7: 00 2"EPS RIGID'I liS61L:TN . ICONC.FOUNDATION U 6 mil.VAPOR BARRIER -------------- IL LINE OF SHEATHING :J 3�%' 7 CONIC.FOOTING 3 VARIES:see plan ARCHITECT Ilrl III I' i #4 A 3R 12" CMS ARCHITECTURE +I I I I I 1 11 1 .... I I COMPACTED SOIL B-B 10 UPLIFT STRAPS 0 1 eft DESIGN 3 GARAGE ENTRY FOUNDATION DETAIL A350c -101c Scale: 1" 11-011 F-101c Scale: 1:20 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 phone 917-576-6321 mobile 347-410-4960 LEVEL CURB: EL.+10" 77 csmith@cmsarchitecture.com 77 7 77, -�7 SLOPE FLOOR 1/8" NOTE: FOOT THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION, DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,PC. A ................. 58'-11 SEAL. D A Ill/M CONIC.FOUNFATICIN' e- a LU 2"EPS RIGID INSUL'TN- 0 PSI 0 6 mil.VAPOR 2-1 CC COMPACTED SOIL BARRIER 00 cc) X 0 -IIII5 GRAVEL U_ CONC.FOOTING '3" (P = 1fi1 - ! ��#4 REB"' 0,21200 yo 7�7 OF 2 GARAGE FOUNDATION - SIDE WALLS 4 F101 � F-101c Scale: 1:20 PROJECT. DOUBLE 2 x 6 END POSTS CV7 7 N EW GARAGES F101 V 1/2"GWB ON 2 x 6 WOOD UPLIFT STRAP-SIMPSON Accessory Buildings UPLIFT STRAP SIMPSON STUDS @±16"D.C. STHD14-10d NAILS @ 1.5"o.C. STHD14-10d NAILS @ 1.5"O.C. THRU STRUCT.SHEATHING ANCHOR BOLT BEYOND THRU STRUCT.SHEATHING 2300 ROCKY POINT RD. INTO STUDS INTO STUDS #4 REBAR-MIN.3"COVER UPLIFT STRAP-EMBEDDED 2 x 6 TOP PLATE EAST MAR ION, NY 11947 FROM TOP&SIDES INTO CONIC.14" -SEE FDTN. CITING PLAN FOR LOCATIONS ANCHOR BOLT BEYOND GRAVEL DRIVE - BUILDING 3 SLOPE FLOOR 1/8" 8" FOUNDATION WALL Z-10" FOOT (0 UPLIFT STRAP-EMBEDDED INTO CONIC.14" -SEE FDTN. cli F O U N D AT I O N PLAN FOR LOCATIONS co UPLIFT STRAPS EMBEDDED IN FOUNDATIOr I WALL- AO PLAN & DETS , 21' varies 2" MIN. TYPICAL @ ALL GARAGE DOOR OPENINGS 11 SEE METHOD PFH(SINGLE OR YKAYtIL, DOUBLE PORTAL FRAME)ON LEVEL CURB: EL. + 10"BETWEEN DOORS 5 F101 DATE: Monday, July 14, 2025 2"EPS RIGID INSULiN_ LIND TI N DWG.A-202 FOR ADDT'L NOTES r3 PROJECT NO: 2501 1 6'-T 16-7 CONC.FOUNDATION_ mil.VAPOR &NAILING SCHEDULE 3%' ARRIER 2" 16'7" 2 9.,l DRAWING BY: DK CONIC.FOOT1NG CHK BY: CMS =IIII- --------- 'W I --------- --------- 3" T 16'-3"2'9" 3'-07" 16'3" 16'3" 2'9" COMPACTED SOIL- T I - 1111 I'll 60'-3" #4 REBAR @ 12"D.C. d =11I 01 moo 6 FOUNDATION DETAIL @ BRACED WALL 7 ELEVATION BRACED WALL FOUNDATION PLAN - BLDG. o 4 0 ft • F-101c Scale: 1:20 F-101c Scale: 1:20 F-10 1 c Scale: 3/16" = 11-011 IF--- I Rocky Pt-FILING SET -2025-0713.vwx