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HomeMy WebLinkAbout52189-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#: 52189 Date: 08/18/2025 Permission is hereby granted to: Theodore Vallas 7723 10th Ave Brooklyn, NY 11228 To: Garage#5 Construct accessory garage (building#5) 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 $978.50 CO Accessory Structure $100.00 Total $1,279-50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT AY . Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 Date Received For Office Use Only E C E PERMIT NO. S5 Lf Building Inspector;__ 2025 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an SUildinc g Depnrornent Owner's Authorization form(Page 2)shall be completed. Town of Soutliolrj 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 Mailing Address:Same CONTACT PERSON: Name:Dr. Dom Morreale Expediting Services p 9 Mailing Address:20 Highland Ave. St James, NY 11780 Phone#:631-838-8576 Email:Dr.Dom Morreale@opton line.Net DESIGN PROFESSIONAL INFORMATION: Name:Chris Smith, Architect---CMS Architecture & Design Mailing Address:2505 Bray Ave., Laurel, NY 1 1 948-1 669 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 1Email:Appna3170@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $TBD Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property: �I "Sa Intended use of property: ca. Gc".� fin x�. *+cY�►� ICA Zone or use district in which premises is situated: Are there any covenaWo d restrictions with respect to 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): 5AJL*tJ _V5 V AiiIAs ❑Authorized Agent ,40wner Signature of Applicant e Date: y�j� I Ze ZT STATE OF NEW YORK) SS: 17 COUNTY OF lry y <S ) ,, .0 V'i L 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 tqc (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 day of A 20 Notary Public AVN6R BAR-A '.. NOTA;LNO, PUBLIC,STATE OF NEW YORK. 01 BA6106502 (Where the applicant is not the o IFIED IN KINGS COUNTY M,ISSICN EXPIRES MARCH 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 2 e85.sesso,ee,s <alg�q LOCATION MAP PROJECT DATADRAWINGq 1 PROJ � INDEX � : ..y : nw% 1 PROJECT NAME ACCESSORY GARAGE BUILDING T-000 DRAWING INDEX , PLOT PLAN, PROJECT DATA, 2 PROJECT LOCATION 2300 ROCKY POINT ROAD ' CODE /ZONING COMPLIANCE,VIEWS TOWN OF EAST MARION a i SUFFOLK COUNTY, NEW YORK 11947 LU A-001 SITE PLAN, ZONING CALCULATIONS - o 3 PROJECT DESCRIPTION NEW HOUSE ' °I`'<<°'¢' °{� U _ " ISSUE DATE o A 3 Z A-101 CONSTRUCTION PLAN , ROOF PLAN `� 4 TAX MAP 1000-031.00-02.00-009.001 REVIEW SET 04.15.2025 REVIEW SET 05.02.2025XX ' A-201 REFLECTED CEILING / FRAMING PLAN & DETAILS 50 5 ZONING DISTRICT AGRICULTURAL PROTECTION APZ 'r=�J A-202 BRACED WALL DETAILS & SUMMARY REPORT UPDATED 07.14.2025 6 FILING REPRESENTATIVE DR. DOMINIC MORREALE dr.dommorreale@optonline.net �^ A-300 EXTERIOR ELEVATION - FRONT & LEFT SIDE 7 ARCHITECT: CMS ARCHITECTURE&DESIGN, PC i:Iwt Marion Fi=e Di trirl ✓ >° - 2505 BRAY AVENUE A k:aS1 Marlon Ce metery LAUREL, NY11948-1669 �` A-350 BUILDING SECTION , FASTENER SCHEDULE & NOTES TEL: 917-576-6321 8 OCCUPANCY GROUP: ACCESSORY GARAGE BUILDING �� ,� `'�> �1.0.'I`1 Ip�'�J�N ►TaIONePLAN, DETAILS & NOTES 9 LOT SIZE: 116,392.32 S.F. 2.672 ACRES f yt; USE IS UNLAWFUL DO NOT F� � 'u p r ��..G���a 1 rl 10 PROPOSED FLOOR AREA: 6 WITHOUT CERTIFICATE FRAs.'.'�t�U"JTlI SURVEY 1st FLOOR: 1,707 SF � {` 1�,�F' € r �+ OF FOUNDATION LOCATION a. o ' F� OF OCCUPANCY HAS BEEN APPROVED. 11 CONSTRUCTION CLASS TYPE V-B Lavender Ev vie Bay 12 RISK CATEGROY II SCTM. 1000-031 .00-02.00-009.001 13 WIND DESIGN DATA WIND SPEED: 120 MPH CO'R WIND IMPORTANCE FACTOR: 1.0 �'LY NJITH ALL CODES 0"'TRUSS PLACARDIRG REQUIRED NcW YORK STATE&TOWN CODES APPROVED AS RIOTED 14 SEISMIC DESIGN DATA DESIGN CATEGORY-ZONE 3 AS REQUIRED AND COND11IONS OF ARCHITECT IMPORTANCE FACTOR: 1.0 RETAIN STORM WATER RUN0f; S�ttl}l;�OTW.4z 'I DATE- �'��a�e.p a/ _.._ Ss =0.197876 Si = 0.0548947 PURSUANT TO CHAPTER 236 "}{�TO.T4PU�„I,�1r.nj ,5� BY CMS ARCHITECTURE + OF THE TOWN CODE. NOTIFY UILDING DEPARTMENTAT 15 SNOW LOAD DESIGN DATA GROUND SNOW LOAD Pg =25 PSF t- �LY.S.DEC �+�� 631 765-1802 $AM TO 4PM FOR THE DESIGN FOLLOWING INSPECTIONS: 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 IMPORTANCE FACTOR: 1.0 II�"""^^LTZ�•3REQUMM MUM 11:110 1. FOUNDATION-TWO REQUIRED MCI FOR POURED CONCRETE phone 917-576-6321 mobile 347 410 4960 2. ROUGH-FRAMING&PLUMBING csmith@crosarchitecture.com All exterior lighting 3, INSULATION NOTE: 4. FINAL-CONSTRUCTION MUST THIS DRAWING,AND THE REPRESENTS,REMAINS THE installed,replaced or BE COMPLETE FOR C.O. SOLE PROPERTY OF THE R ANY USE OFECTAND DESIGNER NO REPRODUCTION, " � WRITTEN PERDISSEMINATIOMISSION OF CMS ARC IT IS ALLOWED HITECTURE+DESIGNTP THE EXPRESS ZONING & BUILDING CODE COMPLIANCE uc ,�tot�Yl REQUIREMENTS OF THE CODES OF NEW to Chapter 172 YORK STATE. NOT RESPONSIBLE FOR SEAL: Of the Town Code SITE DATA: DESIGN OR CONSTRUCTON ERRORS ����Ea M 1 � ICh,Cy�� AREA OF SITE:126,860 SQ.FT.=2.912 ACRES .Q CO ZONING USE DISTRICT: RESDIENTIAL R-40 ZONING RESTRICTIONS FOR ACCESSORY BUILDINGS: 9 SIDE YARD SETBACK: REQUIRED:25' PROVIDED:48'-4" 0 3 S REAR YARD SETBACK: REQUIRED:25' PROPOSED:25' MAXIMUM HEIGHT OF BUILDINGS: 22'SLOPED PROPOSED. 15-0"MAX. 0,2120 �O MAXIMUM INDIVIDUAL ACCESSORY:5 3%TOTAL SITE AREA-SEE PLANS FOR COMPLIANCE CALCULATIONS of NEB TAX MAP NUMBER: 01000-031.00-02.00-009.001 CLIMATE ZONE 4 PROJECT: PLANTING HARDINESS ZONE 7b NEW GARAGES WIND DESIGN DATA:WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 ,..,�' �.W`°�,r`'- "�'"-,,,�" ;�,,�,," ,s � ���"'w,,."„'�'-�.,»,- �-�.,.,, -� ,r�" .. .. Accessory Buildings a ._ = . y g GROUND SNOW LOAD Pg=25 PSF IMPORTANCE FACTOR 1.0 ,�'' � --�°-.-R"�'� r� "� ' �''f<''`'°"- „.'�:°`,..'.:,�`::`«° "�R� „ .,,_'<. "" w w �°•°.,�"'^�°.,,,, PROPOSED CONSTRUCTION: w ` " _ �; - " = -` `' ' 2300 ROCKY POINT RD. :�:: _. RY GARAGE-6 BUILDINGS IN TOTAL.UN-CONDITIONED SPACE NO ENERGY CODE - g: y.r - u _u.. ..: =:; ' >; µ.":. = :;', : '4 NEW WOOD FRAME ACCESSORY G [ �. � ; .�`� � ,, : ,�� r -� r _. ,, w . ... .. EAST MARION NY 11947 COMPLIANCE REQUIRED. °g j x .Sn w.dux: , a " , ♦xtr ^ CODE: " iEll +9 � id'L' sm mKw.$Y�.mm uF .'.,y:u . AS PER THE RESIDENTIAL CODE OF NEW YORK STATE,LATEST EDITION 2020 �. tl `I " I * ; � $` y 5 [ ) BUILDING BASED ON IRC 2018 EDITION wIAMENDMENTS �,��, *�' '•���~ �. :°�`-ru�e°' •"_ "'p "'. .. .s•wv4+.«..6 y g, k W6cnAl„ a, .:F t s CONSTRUCTON CLASS TYPE VIEWS , NOTES , OCCUPANCY CLASSIFICATION: w g a rx w LOCATION ICI A P EXISTING SINGLE FAMILY HOUSE wlACCESSORY BUILDINGS NO CHANGE € gt K ,}" "& DATE: Monday, July 14 2025 PROJECT NO: 2501 DRAWING BY: DK �"f �' ' %`,� /✓' // / ,°� / / ��' � ` �`, �' CH K BY: CMS /XX 1= 000000 .F ./r �`` ,J' `' J `f ''^ �'J��f ! � �,"' J' .,.' / .f .+°' ,��� ..�." .✓`. ! t� ,/l / �,: f `'�'` �,.. �! .f ,r� r=' f �'''� ,,� ..� ,,'" �'` at" ."t' �,� �`,, / ,r' / ./ / i '''f 1'`� � 1,.;: _``` ,.•,'" ",r=j ,.,°` �,,."� ,f`r ,'�,.`( .r'� � ,'/ / ,�+°° .�' �,`� `�.'"� .�" f` �,,° /' j// �. ;l�=f�.r'', 2300 Rocky Pt-COVER-2025-0509.vwx ------------- ZONING ANALYSIS " ` F Y 2300 ROCKY POINT ROAD - TOWN of EAST MARION _. W. .. P.:.: �. .., TAX MAP NUMBER: 01000-031.00-02.00-009.001 R-40 RESIDENTIAL [per Map] ,9- 1z: Minimum Lot size: 40,000 F Actual Lot Size: 116,392.32 sf 2.672 Acres " ` ° E..a,.....?: : :,.....: Re Ir d Is In ro ose o a Lot Width 150 ft. 164 ft. 164 ft. _ N N/F SUFFOLK COUNTY WATER AUTHORITY S09\u+00B00800"E Lot Depth 175 ft. 387 ft. 387 ft. ISSUE DATE 2 ( ' 3 Z 373.89 0 = c, :0 g Front Yard 50 ft. 40 ft. 40 ft. Side Yard 15 ft. 18 ft. *** 25 ft. REVIEW SET 04.15.2025 d 30N33 •1.0.9 N� Side Yard Total 35 ft. 50 ft. 50 ft. REVIEW SET 05.02.2025 0 Ww Side Yard -Accessory Bldg 25 ft. 18 ft. *** 25 ft. F ING SE 0 .09.2025 �-"' -----•---•—•—•—•—•-----------•---•—•---•---•—•--•— Rear Yard 50 ft. 280 ft. 280 ft. UPDATED 07.14.2025 ACCESSORY BUILDING REAR YARD SETBACK- -. _•-- �' N� Rear Yard -Accessory Bldg 25 ft. 280 ft. *** 25 ft. 1 \ cp Livable Floor Area 850 sf min. Building Footprints New Accessory Garages 14,038 sf \ Existing Houses -VERIFY ± 2,457 sf 2,457 sf Existing Garage 877 sf 877 sf \ v \y Boat House w I BL 6 249 DG. 1, SF y Sheds GRAVEL DRIVE \ (`L TOTAL BUILDING FOOTPRINTS 3,334 sf 16,495 sf 124 \ 2 2 PORCH & Decks 750 sf 750 sf IW. \ y Walkways & Landings 387 sf 387 sf Exist. Asphalt Driveway 2,839 sf1 2,839 sf V� Total: Impermeable Surfaces O Lot size 116 392 sf 116,392 sf \ y 2 06 o - Max. Lot Covera e 20% 6.28% 17.59% P. W " `p Landscaped area 25% 29,098 sf BLDG.360 SF `w LANDSCAPEDAREA/LAWN U2� Maximum Height - sloped roof 35 ft. 15 ft. *** 22 ft. I 'a Maximum Height - Flat roof 25 ft. 15 ft. *** 16 ft. I \ *** Indicates Requirements for Accessory Buildings on Lots> 80,000 sf ! \ ROP SE ARAG ' 1 S 0 Y 0 D FRAME CONSTRUCTION ARCHITECT (n I .GRAVELDRIVE:.: \ 1,707 sf/ 116,392.32 [lot size] = 1.467% coverage CMS ARCHITECTURE + I � O I BLDG.3.2,529 SF DESIGN � � m 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 phone 917-576-6321 mobile 347-410-4960 (n BLDG.2 ;Z Nrn csmith@crosarchitecture.com W Q U I 3,360 SF 0 0 0 \ G NOTE: 5 w 1 THIS DRAWIfJG,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE 1� SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION, O J � \ O O DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS U' WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. ELEC. GRAVEL DRIVE. .. \• G v SEAL: �FtED AR �OJ !ETER.' £`ZZ O o� V� OQ� Cy,9� �► �OQP� o c RELOCATE EXIST.ELECTRIC METER-VERIFY w/UTILITY CO. < 2i JN M Q ih Q _ Mp �� M �� M oQ Quo 247.92 N/F LOUISA _ r ;-. .. N/F 2021 PHILIPPOU PANAGOPOULOS FAMILY TRUST N08\1_11+0013030'00"W CO OF N PROJECT: I w N EW GARAGES z 1 Story LL Uj o Frame Residence v W U Accessory Buildings ° ¢Wcli #2300 ❑� af "� N 2300 ROCKY POINT RD. z = => W __ g'I� ❑a EAST MARION, NY 11947 o + o o .9'Z16 ¢ 30N33 '1'0 9 o 99,�... BUILDING 5 Q' W O o 0 �S 0 113M SIT E P' LAN 2424.12' �o W u-� �0313 ZONING o °0 UW LL0 DIVO 30N33 'TO 3b 0 310d 31 DATE: Monday, July 14, 2025 164.43 N08\LI+00B030'00"W iun PROJECT NO: 2501 DRAWING BY: DK CHK BY: CMS ROCKY POINT RD A 0 "�n 0 0 -- SITE PLAN - B L D G 5 0 100 200 300 400 ft A-00 I e Scale: I" = 30'-011 2300 Rocky Pt-FILING SET -2025-0713.vwx ROOF CONSTRUCTION: 6. WHEN CEILING JOISTS ARE INNTALLED PARALLEL TO GABLE WALLS,INSTALL 2X4 3. ALL RAFTERS SHALL BE 2X6 SPF#2 @ 16"O.0 @ UP TO 12FT HORIZONTAL SPAN FOR OF CEILING JOIST SHINGLES U.N.O.WITH MINIMUM 7/16"OSB SHEATHING AND UNDERLAYMENT PER (8FT)STRONG BACKS BUTTED INTO GABLE FACE AND ALONG TOP U.N.O.ROOF FRAMING SHALL CONFORM TO FOLLOWING NOTES: MEMBERS ATTACH WITH(3)8D NAILS TO GABLE AND OVERLAPPED CEILING R905.2.2.TILE,SLATE AND OTHER HEAVY COVERINGS REQUIRE 2X8 SPF#2 @ 16' JOISTS. 2 OR2 AND UNDERLAYMENT PER R905 M 3/4"OSB SHEATHING MINIMUM A . . 1. ALL ROOF TRUSSES SHALL BE INSTALLED PER THE ROOF TRUSS MANUFACTURER'S O.C.WITH MIN ' AS DIRECTED PER THE COVERING MANUFACFURER'S SPECIFICATIONS. ALL RAFTERS INSTALLATION DIRECTIVES AND WTCA/BCSI GUIDELINES. ALL CONNECTIONS, 7. CEILING JOIST INSTALLED PARALLEL TO RAFTERS SHALL BE"SISTERED"TO RAFTERS WI SHALL BE CUT INTO HIPS,VALLEYS,RIDGES ETC U.N.O. RAFTERS SHALL BE AND FASTENED PER NCRC R602.3(1)AND TABLE R802.5.1(9). WHERE CEILING JOIST INCLUDING UPLIFT,ARE THE TRUSS MANUFACTURER'S RESPONSIBILITY U.N.O.. = HIP, ,VALLEY ETC U.N.O. WHEN TRUSS MANUFACTURER'S DO NOT PROVIDE THE REQUIRED CONNECTORS IT INSTALLED IN ALIGNMENT AT OPPOSING SIDES OF RIDGE CANNOT BE"SISTERED"AND AKNEE-WALL IS USED,RAFTERS MUST BE TIED BACK IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE E.O.R.FOR DIRECTIVES. A REFERENCE TABLE R602.3(1)FOR RAFTER AI`D COLLAR TIE CONNECTIONS.COLLAR TO THE CEILING JOISTS USING 2X4 ANGLE RAFTER TIES @ 48"O.C.MAX OR EVERY TIES SHALL CONSIST OF 2X6 SP/SPF#2 APPLIED @ 1/3 H OF ROOF HEIGHT BELOW 3RD RAFTER. n n a MINIMUM OF(1)SIMPSON H2.5A CLIP IS RECOMMENDED AT EACH END OF g COMMON TRUSSES. ALL RIDGES @ 48"O.C.OR EVERY 3RD RAFTER. VAULTED CEILINGS REQUIRE `� o SPECIAL COLLAR TIE DETAILS OR STRUCTURAL RIDGE BEAMS. SEE FIGURE R802.5.1 8. AT VAULTED ROOF,INSTALL 6'-0"LONG CS-16 OR EQUIVALENT STRAP AT 4'-0"ON En m c 2. IN ADDITION TO THE CODE'S FASTENER SCHEDULE,UNLESS NOTED PER PLAN,ROOF AND RAFTER HOG DETAILS UNLESS OTHERWISE DETAILED PER PLAN. RAFTERS MAY CENTER OVER RIDGE BEAM TO ADJACENT RAFTERS. ISSUE DATE o = 0 p g MEMBERS SHALL BE TIED DOWN WITH METAL FASTENERS AS FOLLOWS: BE SPLICED OVER HOG BRACES IN OVERLAP IORM. 9. AT ROOF RAFTER TO STRUCTURAL RIDGE BEAM OR LEDGER CONNECTION,PROVIDE REVIEW SET 04.15.2025 A) STICK FRAME RAFTERS EXCEEDING 10'IN LENGTH MEASURED HORIZONTAL 4. ALL HIPS,VALLEYS AND RIDGE MEMBERS ARE TO BE MINIMUM 2X10 SPF#2 U.N.O. SIMPSON SLOPED HANGER OR A36 ON EACH SIDE. SPAN AND ALL OTHER ROOF UNENCLOSED AREAS SUCH AS PORCHES USE REVIEW SET 05.02.2025. INSTALL A34 CLIP AT STRUT TO SIMPSON H2.5A CLIPS EVERY 48"O.C.OR AT EVERY 3RD RAFTER TO FASTEN 5. GABLE END WALLS MUST BE BRACED PARAL_EL TO RIDGES WITH 2X6 DIAGONAL 10. WHERE RIDGE BEAMS ARE SUPPORTED BY STRUT, F ING SE 05.09.2025 THE LOWER RAFTER END TO THE BEARING PLATE. BRACING @ 6FT O.C.ALONG GABLE WALL FACE TO INTERIOR CEILING JOISTS. EACH RIDGE BEAM AND AT STRUT TO FRAMING MEMBER BELOW. BRACES SHALL BE APPLIED AT 45'TO APPROKIMATE MID-HEIGHT OF GABLE UPDATED 07.14.2025 B) ALL LOWER ENDS OF VALLEY/HIP MEMBERS WHICH BEAR ON TOP PLATE USE FRAMING TO BEAR ON(2)2X6 HOG BRACE. 11. AT DOUBLE RAFTERS,PROVIDE RAFTER TIE AND COLLAR TIE ON EACH SIDE OF THE SIMPSON HCP OR EQUIVALENT CONNECTION. RAFTERS. i M co i I M in N q ARCHITECT CMS ARCHITECTURE + DESIGN 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 phone 917-576-6321 mobile 347-410-4960 csmith@crosarchitecture.com 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 NEW SHINGLE ROOF ON 3/4" INSULATED WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. SHEATHING [R-3.6 MIN.]ON LVL RAFTERS 68'-3%" ROOF PLAN - BLDG.5 SEAL: r, A-10 I e Scale: 3/16" = I'-0" 0 60 ftQ��� iCyq r� C, A2 1 e A301 U SEE 2 68'-0" 6'-6" 9,9„ 9,-2„ 9,-2" 9' 9'-2" 9.2" 5'-11" 02120 r,Q� FOF NEB ` GFI i GFI GFI GFI GFI GFI GFI PROJECT: 43TOVI 32IWA8HT9 223JVlU .9.B.A"8�CJa z'I90 38 OT 23JOAT93039 JJA:3TOVl i NEW GARAGES i Accessory Buildings i0 ---------------------------------------------------� ------------------------------------- 2300 ROCKY POINT RD. i co i EAST MARION, NY 11947 i 1 2 ` 4 A301 `V CD A301 0 i N NEW ELECTRICAL PANEL-VERIFY BUILDING 5 , TOTAL SERVICE AMPERAGE -------- ---------------------- -------------------- -------------------- FLOOR PLAN I i t I I I I I I I I I I I I I WALL CONSTRUCTION:VINYL SIDING I ( I I I I I I ON 1/2"SHEATHING ON 2 x 6 STUDS @ I I I I I I I I 24"o.c.w/GWB INTERIOR FINISH DATE: Monday, July 14, 2025 I O105a i I I 105b I I 105b I I 105b I PROJECT NO: 2501 I I I I I I I DRAWING BY: DK CHK BY: CMS 2'4" 16'-0" 2'4' 16'•0" 2'-4- 16'-0" 2'-6" I.. FLOOR PLAN BLDG.5 NOTE:ALL EXTERIOR DIMENSIONS TO SHEATHING ALL INTERIOR DIMENSIONS TO STUDS .I A301 . - A-10 1 e Scale: 3/16" = 1'-0" 0 60 ft 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 e9E; MINIMUM SPECIFICATIONS: THE FOLLOWING: „ 1. ALL STRUCTURAL WOOD WORK SHALL BE DONE IN ACCORDANCE WITH THE F LVL Rafter PROVISIONS OF THE 2024 NCBC. APPLICATION Fb(psi) Fc(psi)-PARA Fc(psi)-PERP. E(ksi) 9. PENETRATIONS IN WOOD SILLS OR PLATES OF BEARING OR SHEAR WALLS SHALL BE GIRDER/BEAMS(2.OE LVL) 2900 3200 750 2000 PLACED IN THE CENTER AND SHALL BE NO GREATER IN DIAMETER THAN 1/3 THE 2. ALL STRUCTURAL LUMBER SHALL BE OF THE GRADE INDICATED BELOW OR BETTER, WIDTH OF THE LUMBER. HOLES LARGER THAN THOSE NOTED ABOVE MAY BE BORED"ONLY' IF PLATES ARE CONSIDERED CUT AND ADEQUATE REINFORCEMENT UNLESS OTHERWISE NOTED ON PLANS. ALL WOOD WILL HAVE A MAXIMUM GIRDER/BEAMS(2.OE PARALLAM PSL) 2900 2900 625 2000 :: ,r _ MOISTURE CONTENT OF 19%AT TIME OF USE AND SURFACE DRY-GREEN. COLUMNS(1.8E PARALLAM PSL) 2500 2500 545 1800 IS PROVIDED. LSL RIMBOARD(1.3E TIMBERSTRAND LSL) 1700 1835 710 1300 10. CUTTING,BORING,OR NOTCHING OF GIRDERS,BEAMS,JOISTS AND OTHER JOISTS AND RAFTERS 9F#2 •:; ;c ;at.,F.:::.c; ;:..a" > POSTS,BEAMS AND HEADERS 9F#2 STRUCTURAL ELEMENTS SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF THE ENGINEER UNLESS SPECIFICALLY DETAILED ON THESE DOCUMENTS. w Simpson Rafter Tie 5. PLYWOOD SHEATHING OR OSB SHEATHING: a p STUDS,BLOCKINGS,LIGHT FRAMING AND MISC. 9F#2 @ o Q Model H 1.8 WALL PLATES 9F#2 NOTE:EACH WOOD STRUCTURAL PANEL(PLYWOOD OR OSE)SHALL BE IDENTIFIED 11. HOLES FOR BOLTS IN WOOD SHALL BE DRILLED A MAXIMUM OF 1/16"LARGER 2 - U WITH THE APPROPRIATE GRADE AND APA TRADEMARK AND SHALL MEET THE THAN BOLT DIAMETER. METAL WASHERS SHALL BE PROVIDED FOR ALL HEAD AND m WOOD SILL(P.T.) :P#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. ISSUE DATE Q U 2 U O g PRESSURE TREATED(P.T.)JOIST,BEAMS AND POSTS 1P 42 VOLUNTARY PRODUCT STANDARDS PS-1(PLYWOOD)OR PS-2(OSB). LUMBER SHALL BE SEALED AND TREATED. 12. ALL BOLTS AND SCREWS SHALL BE TIGHTENED AT THE TIME OF ERECTION AND REVIEW SET 04.15.2025 O 3. GLUE-LAMINATED BEAMS(GLB)SHALL BE IN ACCORDANCE WITH ANSI/C /190.1 7/16INCH APA RATED 24/0 EXPOSURE 1.(4 PLY MIN.)S.A.D.WHEN RADIANT RETIGHTENED BEFORE COMPLETION OF WORK OR INSTALLATIONS THAT WOULD AND ASTM D3737. CONTINUOUS IN-PLANT INSPECTION PER 2022 NCR ROOF BARRIER SHEATHINGS REQUIRED MAKE THE BOLTS INACCESSIBLE. REVIEW SET 05.02.2025 xx . REQUIREMENTS PERFORMED BY A CERTIFIED INSPECTOR IS REQUIRED FOR AIL F ING SE 0 09.2025 o 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 SHALL BE INDUSTRIAL GRADE TYPICAL,CAMBER TO RADIUS OF 3,500 FEET,AIJD 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 UPDATED 07.14.2025' XX FABRICATED WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLAN PANEL SHALL BE 24" JOISTS. SIMPLE SPAN BEAM 2ZFV4 WALL 7/16 INCH APA STRUCT 1,INTERIOR WITH EXTERIOR 14. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS OR RAFTERS OVER ALL SUPPORTS. CANTILEVER AND CONTINUOUS BEAM 2ZFV8 GLUE. (4 PLY MIN.) Ff 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 22FV/POC2 A) PRESSURE TREATED D.F.SHALL BE AWPA STAMPED. AMMONIACAL COPPER 16. LIGHT GAUGE FRAMING HARDWARE AND HOLDOWN HARDWARE SHALL BE QUAT(ACQ),COPPER BORON AZOLE(CBA),OR BORATE TREATED AWPA SIMPSON STRONG-TIE IN ACCORDANCE WITH CATALOGUE C-C-2024.SIMILAR 10 8D Nails @ each Anchor CANTILEVER AND CONTINUOUS BEAM-PORT 22FV/POCl STANDARD U1,MINIMUM 0.40INCH. PENETRATION INCISED. 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 PRESERVATIVE WHERE CUT AND DRILLED ON SITE WITH COPPER SUBSTITUTION. ALL SUBSTITUTIONS SHALL SHALL BE SUBMITTED TO THE ENGINEER SIMPLE SPAN BEAM-ALASKA YELLOW CEDAR 2(F-V13 NAPHTHENATE(2%COPPER AS METAL). Top Plate. 2-2X 6-typical U.O.N. CANTILEVER AND CONTINUOUS BEAM-ALASKA YELLOW CEDAR 2(F-V12 C) USE HOT DIPPED GALVANIZED HARDWARE PER ASTM A153 OR STAINLESS ON RECORD FOR APPROVAL 10 WORKING DAY PRIOR TO INSTALLATION. 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 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 1/2"Sheathing MINIMUM SPECIFICATIONS: INTERMEDIATE INTERVALS NOT TO EXCEED 8'-0". 7. ALL NAILS SHALL BE COMMON STEEL WIRE NAILS SIZED AND SPACED AS SPECIFIED _ 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 2 - U P L I FT AN C H O RS @RAFTERS 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 (NCBC 2304.10.5.1) DIAMETER FOR THREADED PORTIONS. A-201 e Scale: 2" = 1'-0" ARCHITECT CMS ARCHITECTURE + DESIGN 2300 ROCKY POINT ROAD ACCESSORY GARAGES - DOOR SCHEDULE - BUILDING # 5 2505 Bray Avenue, Laurel, NY 11948-1669 Code Location Type Ouantitv WxH Material Finish Thick Frame Type Frame Finish Hardware Notes Glazing Comments phone 917-576-6321 mobile 347-410-4960 csmith@crosarchitecture.com 105a Building 5 Garage door-single 96"x 84" Metal Sectional Door w/toplights Black 1 3/4" Wood Painted Overhead Track to follow rafter slope Stockton Long 8 Wayne Dalton Classic Steel Model 1 lite Window 8300 Vertical Long Panel THIS DRAWING,ANDTHEIDEASAND CONCEPTS IT REPRESENTS,REMAINS THE SOLE PROPERTY OF THE ARCHITECT NO105b Building 5 Garage door-double 3 192"x 84" Metal Sectional Door w/toplights Black 1 3/4" Wood Painted Overhead Track to follow rafter slope Stockton Long 8 Wayne Dalton Classic Steel Model DISSEMINATION OR ANY USE OF IT IS ALDLOWEDNWITHOUTEPRODUCTION THE EXPRESS lite Window 8300 Vertcal Long Panel WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,PC. SEAL: p�ED Al��, c-c Aso1 ��5 Q�ER MICh,� 2 A201e OIII A201 I 1 3/4 x 11.875" LVL RIDGE 91/4" LVL RAFTERS @ 24"o.c. PENDANT LIGHTS w/EXPOSED CONDUIT FEEDS �11P 68'-0" _��►��` i J IMF 4212010 y0 ()F NE i PROJECT: I NEW GARAGES i Accessory Buildings -- - - - 2300 ROCKY POINT RD. 144 A 01 " �' I \ - _ EAST MARION, NY 11947 8" Ill ill M = -- - 1 - -- - 7 F - - - - ' -- - - BUILDING 5 i RCP / FRAMING l i PLAN / SECTION DATE: Monday, July 14, 2025 - - -- - -- - -- - -- - -- - - - _ - - - - -- - -- - -- - - PROJECT N0: 2501 HEADER:2-LVL 1.8 X 11.75 ��.tt X 8.t�V�-E .A34A3H HEADER:3-LVL 1.8 X 11.75 BN.tt X BA 3V3-E'.A3GA3H -___------_ _- DRAWING BY: DK 11'-8" � 18'-4" 18'4" 19'-8" CHK BY: CMS WEATHERPROOF SCONCES-FULLY RCP / FRAMING PLAN - BLDG.5 SHIELDED [DARKSKIESCOMPLIANT] A-20 I e Scale: 3/16" = I'-0" 01 F 0 1 0 a 50 ft 1 NOTE:ALL EXTERIOR DIMENSIONS TO SHEATHING ALL INTERIOR DIMENSIONS TO STUDS A301 2300 Rocky Pt-FILING SET -2025-0713.vwx APA Wall Bracing Calculator Project Report EXTENT OF HEADER WITH DOUBLE PO Builder/Designer CMS Architecture+Design,PC EXTENT OF HEADER WITH SINGLE PO Home/Building Plan Name Accessory Garage-Building 5 PONY WALL Development Address 2300 Rocky Point Road FINISHED WIDTH OF OPENING * WHERE 2'MIN. -18'MAX. Code BASED ON 2018 IItC REQUIRED SDC(Seismic Design Category) 1 2 FAMILYA C : : : :;a PER PLANS ; P.• Wind Speed <—120 mph p — z Wind Exposure Category EXPOSURE B s PON WALL• . . Total Number of Stories 1 STORY HEIGHT IF TENSION o a ( STRAP PER � a Cripple Wall NO APPLICABL • :: .' `-' Mean Roof Height less than 30 ft. YES DETAIL 17 g ) °° OPP. SIDE OF P< ISSUE DATE o 3 Z ( o in ;= 0 o g SHEATHING) °' REVIEW SET 04.15.2025 P. REVIEW SET 05.02.2025 WALL LINE ELEVATION VIEW CONTINUOUS WOOD HEADER MIN. 3"X11%4' 7/7 (WIfH #2"SPACER ON BACKSIDE) F ING SE 0 .09.2025 UPDATED 07.14.2025 SHEATHING TO HEADER: 8D COMMON IF NO PONY WALLABOVE 81 PFH-SINGLE B2 PFH-SINGLE PORTAL 63 PFH-DBL PORTAL FRAME B4 PFH-SINGLE PORTAL B5 NAILS 0.131"x2.5" INTO HEADER IN 3"O.C. POR-ALFRAME FRAME FRAME TOTAL ( ) HEADER, CENTER CS20, GRID PATTERN AS SHOWN CSHP20 OR LSTA21 TENSION Total Wall Line Length: 68'0" I WALL WALL BRACING-FRONT WALL @ GARAGE DOORS HEIGHT 2 ROWS 16D SINKER NAILS(0.148"x3.25")AT STRAP PER DETAIL 17 AT M OF HEADER(ON WALL LINE PLAN VIEW 12'MAX. 3'O.C. BOTTOOPPOSITE SIDE OF B1 82 B3 B4 Bs KING STUD TO HEADER: 6-16D SINKER SHEATHING) ' SAILS(0.148"x3.25") TYPICAL PORTAL Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing FRAME Line Method Factors Amount Factors Amount Bracing Bracing Status DEADER TO JACK STUD TENSION STRAP PER DETAIL 17 ON BOTH SIDES OF OPENING, CONSTRUCTION 1st Story 2 PF-H 0.82 4.1 Exempt Exempt 4.1 20 Con-pliant HT pliant HEIG (H) IF NEEDED, SHEATHING OPPOSITE SIDE OF SHEATHING SPLICE MUST OCCUR 10'MAX. WITHIN 24"OF WALL Furthest Distance to Adjacent BWL 25' 0" MIN. DOUBLE 2X END POSTS MID-HEIGHTAND PANEL Roof Eave to Ridge Height 7 feet EDGES SHALL BE BLOCKED ' Wall Line Length 68' 0" . .LENGTH (L) . FULL-HEIGHT WSP NUMBER OF JACK (SEE DETAIL 20) Gypsum Included SHEATHING(3/8"MIN, STUDS PER CODE ' Blocking Included 7/16"TYP) Wall Line wall Story Bracing segment Adjacent Qualified Tension FULL-HEIGHT Segment Height Height Method Length Opening Segment Nails Tie Hold Down 8D COMMON NAILS KING STUD Height (0.131"x2.5")AT 3"O.C. (BOTH ENDS B1 9' 10, PF-H 2'6" 7 0" 4 373"grid 1,700 3,500 SPACING INTO ALL OF HEADER) FRAMING MEMBERS B2 9' 10, PF-H 2' 1" 7'0" 4 3"/3"grid 3,725 3,500 (2)STHD14 B3 9' 10, PF-H 2' 1" 7'0" 4 3"/3"grid 3,725 3,500 LSTHD8 IQ DOUBLE 2X SILL 1#2"MIN. END ARCHITECT B4 9' 10' PF-H 2'4" 7'0" 4 3"/3"grid 3,225 3,500 DISTANCE �+ . . . B5 9' 10, PF-H 2'6" 7'0" 4 3"/3"grid 3,225 3,500 0 0 6/EAR NGEN HD WITH BPS 5/8-3 (NP') 0 0 CMS ARCHITECTURE + BEARING PLATE(SHOWN)OR � f Y 5/8" DIAM.ANCHOR BOLT(MIN. 7" 4 DESIGN 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, 0 0 EMBEDMENT)WITH STANDARD- � the side with no PF-HD needs to show the detail for a min. 1,000Ib HD to restrain the post on that side. CUT WASHER AND BPS 5/8-3 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 WALL LINE ELEVATION VIEW METHOD PFH (SINGLE OR DOUBLE PORTAL FRAME) phone 917-576 mobile 347-410-4960 csmith@th@crosarchitecture.com NOTE: SEE FOUNDATION PLANS FOR LOCATIONS OF ALL EMBEDDED UPLIFT STRAPS NOTE: THIS DRAWING,AND THE IDEASAND CONCEPTS IT REPRESENTS,REMAINS THE SOLE PROPERTY OF THE ARCHITECTAND DESIGNER NO REPRODUCTION, DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. B1 6DCOMMON NAILS GB-i sided GB-1 sided ' (0.113"x2")(U.N.0.); -- 6"EDGE, 12"FIELD SEE DETAIL 21 FOR SEAL: Total Wall Line Length: A L I O.C. SPACING CONNECTION TO ,tGRGD A WALL BRACING SIDE WALLS �+�♦v �� WALL LINE PLAN VIEW 8DCOMMON NAILS FLOOR/CEILING �i�� Q��a MJCti.9 ���► (0.131"x21#2") FRAMINGABOVE; B1 REQUIRED FOR REFER TO PLANS FOR r (� STUDS SPACED AT 24" ROOF FRAMING/ROOF lip 3. Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing StoryBLOCKING Line Method Factors Amount Factors Amount Bracing Bracing Status OC. OR ULT WIND SPEEDS GREATER CONNECTION (_5 _ Z 1st Story A GB ls8ft 0.76 6.65 Exempt Exempt 6.65 12.5 Compliant THAV: 140 MPH (EXP REQUIREMENTS N Furthest Distance to Adjacent BWL 25' 0" 115 MPH(EXP C) 3#8"MIN. WSP 9 D Roof Eave to Ridge Height 6 feet 110 MPH(EXP D) SHEATHING ON ALL �� 21200 1% SHEATHABLE Wall Line Length 25' 0" HEIGHT SURFACES OF BRACED OF NV� Gypsum Included 2X B-OCKING AT ALL Blocking Included HORIZONTAL JOINTS OF (H) WALL LINE (7#16"OSB Adjacent BRACING MATERIAL OR 15#32" PLYWOOD Wall Line wall story Bracing segment qualified Tension TYPICAL, U.N.Q.) Segment Height Height Method Length Opening Segment Nails Tie Hold Down (U.N.O.)GEE DETAIL 20); PROJECT. Height MAY BE OMITTED PER SHEATHING OPPOSITE Bl 9' 10, GB-1s8ft 25'0" 12.5 7/7" PLANS IF BRACING SIDE OF BRACING GARAGES AMOLNT IS DOUBLED MATERIAL: NEW 1#2"MIN. GYPSUM WALL WALL LINE ELEVATION VIEW END OF CS-WSP BOARD(U.N.O.)WITH Accessory Buildings BRACED WALL LINE TYPE W SCREWS PER DETAIL 19 SPACED 16"O.C. (12" 2300 ROCKY POINT RD. O.C. FOR STUDS GB-Isidwl B1 GB-isidc-d CONNECT BOTTOM ORA NAILED PER IRC EAST MARION7 NY 11947 GB-1sided PLATE TO TABLE R702.3.5; I Total Wall Line Length:68'o" I FOUNDATION OR MAY BE OMITTED PER BUILDING 5 WALL BRACING FRAMING BELOW IN REAR WALL ACCORDANCE WITH APLANS MOUNT ISRACING WALL LINE PLAN VIEW 81 DETAIL 21 � Length (L) 1 INCREASED BY 1.4 BRACED WALL Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing METHOD CS WSP DETAILS & Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 1 GB-ls8ft 0.78 6.82 Exempt Exempt 6.82 34 Compliant Furthest Distance to Adjacent BWL 25' 0" REPORT Roof Eave to Ridge Height 7 feet Wall Line Length 68' 0" DATE: Monday, July 14, 2025 Gypsum Included PROJECT NO: 2501 Blocking Included DRAWING BY: DK Wall Line Wall Story Bracing Segment Adjacent Qualified Tens' CHK BY: CMS on Segment Height Height Method Length Opening Segment Nails Tie Hold Down Height B1 8' 9' GB-1s8ft 68'0" 34 7"/7" 2300 Rocky Pt-FILING SET -2025-0713.vwx ' NEW WALL CONSTRUCTION:VINYL SIDING ON NEW WALL CONSTRUCTION:VINYL SIDING ON NSULATED SHEATHING-R6 MIN. .ON 2 x 6 NSULATED SHEATHING-R6 MIN. .ON 2 x 6 12 :::.,: : .$. ... i WOOD STUDS @ 24"o.c.wl 1l2"GWB INT. FINISH WOOD STUDS @ 24"o.c.w/1/2"GWB INT. ��.'37 s - FINISHW. r 12 10 j W � a m .p o v U V .� N N CO 0 ISSUE DATE o �n _ �, .03 a REVIEW SET 04.15.2025 REVIEW SET 05.02.2025 F ING SE 0 .09.2125 o; UPDATED 07.14.2025 xx ti 5 N— BLDG. 5 — ELEVATION — NORTH �l �, 10ft 5 S— BLDG. 5 — ELEVATION — SOUTH �I r� 10 15ft A-301 e Scale: 1/4" = 1 '-0" A-30 I e Scale: 1/4" = 1'-0" NEW WALL CONSTRUCTION:VINYL SIDING ON NEW rHINGLE ROOF ON INSULATED SHEATHING CONTINUOUSALUM.GUTTER w/DOWNSPOUTS& INSULATED SHEATHING-R6 MIN.. ON 2 x 6 WOOD [R-6 MN.]ON LVL RAFTERS LEADERS TO DRAIN AWAY FROM FOUNDATIONS STUDS @ 24"o.c.wl 1/2"GWB INT. FINISH I I ) i _.............,. :. ,. ....,. ...... . . � ... _ ....... ... ..... _.. _ _ . ARCHITECT i - : � ARCHITECTURE + DESIGN _ 1 _... : 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 _ ___..__.... EAVE phone 917-576-6321 mobile 347-410-4960 csmith@crosarchitecture.com 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,PC SEAL: MICh,� 1st Floor E1.0" t tr I ? •�4 ..:. ....J,t ,, .;,, ,r r % '` _,% /// ..'F ; .%'•. r` ;' .,/ .. .% ` /; ,. !' , ';• ,,.•/ , % ..' Jig J" _�''` ,'r , ,/ ..ter -� " / .�`� �� 1200 O F OF N�� 5 W BLDG. 5 ELEVATION — WE 10 20 so ao Soft A-301 e Scale: 1/4" = 1'-0" PROJECT: NEW GARAGES _.._ ...., ...,. .....................:........... ... .... ,.........,..........._............;..,......:.;............;........... .. .. ... .... .. .......... .. ...,_ .. ... ... ......_ :.. .... .. .. .: :................ .,,... , ......a. ........, ..,.. :.. ...:., .. ., ,. .. .:., ... .......... ...... .... .. .. i. ......, ....:...... ....... ...... NEW SHINGLE ROOF ON]NSULATED SHEATHING -. ` Accessory [E?-6 MIN.]Off LVL RAFTERS . . CONTINUOUS ALUM:GUTTER wTC)bVVNSPOlJ1'S&� - NEW WALL CONSTRUCTION:VINYL-SIDING ON _ -.SPLAH BLOCKS TO DRAIN AWAY.FROM FOUNDATIONS '; _;_ ._ _:. _. 2300 ROCKY POINT RD. INSULATED SHEATHING-R6.MIN. ._ON_2 x .:.:: :...:...: .. . r , T .e .. " " . .. ........«........:..........................'....._..........................,.,............._........__...:.........,......_.:.,.._..... .: ....,.... .... �........... .. '...... .............. ........_.. ..._.........'I......._.........._............ ............_..........................._............... :...... :............ ..............i.,..._..........:.......... .. .. .. .... , ... ... .... .........__ . .. .. , :..W00©STUDS 24 o.c.wl %2 GWB INT..FI ISH..:_..._. ... : .. . .. ._.. .....:..........:.. .,. . EAST MARION, NY 11947 _l.1 ..i..... ....... ....... .. ... .. .. .. .... .. ............ ....j.. ..; ...:........... ..i.: EAVE _: ..,.. ............ .......... .... ....... ............. EI.+9'-0" - - ---- - - - - ELEVATIONS 000 1❑E= o000 EIE 0�0 1000E 000E =Q =E= 000E 000E 00�o a�oo 000o BUILDING 5 \ \ 0 0 DATE: Monday, July 14, 2025 7' IL �E JNI PROJECT NO: 2501 DRAWING BY: DK 1st Floor \ \� CHK BY: CMS EI.+0" . / A i*wll 5 E— BLDG. 5 ELEVATION — EAST �, 10 20 so 40 Soft A-30 I e Scale: 1/4" = 1'-0" 2300 Rocky Pt-FILING SET -2025-0713.vwx TABLE R602.3(1) FASTENING SCHEDULE F. NUMBER AND TYPE 7 ar V!Oo d 14 et Frtr p r i Pan i%subfloor,roof and Interior%wi It sheath In g to framing Ing an d pa rticl(?boa rd wall sheathing ng to ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION common OV2`x 0,162") 16'ci,c.fi_e ra OF FASTENEP". 'J: 12 Top plate to top plate 10-1 box Oil x 01 2F,"):or framing (see Table R602.3(3)for wo,Roof 12'ci'c�facr,rM t:,u r t 1.1 ra t pa ri r'I e0erlor r 3 0,131 a's shenthing to W"F? 449d box(21/2"x 0.113")or 6d common 0.113")nail Face nal!on eact)slOr of end Blocking between cellingjoists or rafters 3-8d common(211 2"X 0,131 or 8 16d common Oil, 0.162");or (suIrfloor,wall)7 7 Toe nail joir, I 1, 7. 12 16d bcY1,31/i" 135");or -in to top plate 3-1 Od box(3"x 0.128");or 13 Double top pfa*e!;pk­t, Rd tOrriminn(2112".v 31 6 12' -kip splice 3-3"x 0.131"nails 12 1 Od box f3 0128 cr frnin-num 24 (roof,:or RSRS 01 (211,"x 0�1 13")nail It 6� I length each �2 3"*,013 1"nails 4-8d box(21/2"X 0.113");or side o'end joint) CL oLU I (D o 7r, .2 3-8d common(2112"x 0.131 or 8d common nail(2'1�,`x 0.131");or q U) 2 Ceiling joists to top plate Per joist,tot,nail Bettcm 1:4iite to joist,rim nndjcii,�� 11 5d rGmMori(3'!2"x 0.162") 16-ox.face na1 31 M C) = :.�z a) Dist,b C) 2 cu , c Q 3-1 Od box(3"x 0.128");or 6 12 ISSUE DATE (V 0 3: z 31"x 0.131"nails Ed 14 box P517"01:W4," 13")nail(roc-f)i X 1 0 0 REVIEW SET 04.15.2025 bForkine(not,at ie, f d 3"-C'.1 31"ria is 12-o.c.f a cc r a-I 37. 11 ir,,- Od commo'l 0" 0.14F")nail,or X Ceiling joist not attached to parallel 4-1 Od box(3"x 0128");or 8H(2'12"-0,131")dc: olrined nail 6 12 REVIEW SET 05.02.2025 3 rafter,lops over partitions(see c)e:tion 3-16d common(31/2"x 0.162");or Face nail P!a�e to jo��,t,rim joint,bind iqist 3 f6r;lox(J"y',0,135", -1 5 1 :or 3 ear? 16"or face nail 0 09.2�025 -� 1*,"�O;�',,2 and T 4-3"-0.131"nails 01' 2 16d ce I rim o ri(3'12"Y 0.162 2 e 4 c f�1 o,c,farce ic c nail Other wall sheathings S�L'—0 L_ bloo-in UPDATED 0-7.14.2025 Ceiling joist attached to parallel rafter g tat 1.,, 4-3-x 0�131 4 earh 16'C.c.fare nail snuctural cellulosic fibrrbc%:rd "12"y,,van!zcd roofing ral!,all y" 33 held�'* ,-'C":" I " 4 (heeljoint)(see Seri'ni:PR00'_', ancl 1;3ilo 1­1'02.`�­? Face nail 4 8 d box f 2112"x 0 113 );or sheathing '.of I ii"t long 16 ra. 3 6 3 1-,d box(3'1,"�0.135.,,:or staple 11-c,o%vn 4 81d co-imon(21/2" -0 131 or Toe nail t 11a' Collar tie to rafter,face nail or 1'14"x 20 4-1 Od box(3"x 0.128");or -/I-' crtlulostc g atvanized roor,rig nail,lilr,' 5 go.ridge strop to 3-10d common(3"x 0,148");or Face nail each rafter 4 !Dd box(T' 128");or 34 fiberboard sli or 1112"long 16 ta. �eathlintz 3 6 rafter 4 16 TzlP or bottom platy-to stud 4 32'r 0,131"raJs -3" 0A 31 nails Staple skith 711t-or 1-crows 3 16d box(3'1-,"y 0.135");or 3-16d box flails(31/2"x 0.135");or 2 toe nails on one side and 1 11,'r lVirlized roofing rail;stap!c 2 16d common(3`/,"x 0.1 Q"):or 31; pyrisurn shr,athln ` gillw­i7�'d' 6 Rafter or roof truss to plate 3-1 Od common nails 0"x 0.148");or toe nail 3 10d box(3"x0,1 2E."),nr E-d nail 1 7 4.10d box(3"x 0,128");or on opposite side of each 3,3 0,131"nails long; I lir,"screws,Type W or S 4-3"x 0.131"nails rafter or truss' 11la"17atvani,ed roofing rail;st1p!e 4-1 Od(31/2"x 0.135");or Top plites,raps at corners and 3 l0d box(3"x 0�128");or 36 5/t,"Fvpsurn shea*!ming' galvanized, 7 7 17 • 2,11C-I common(3'/2"x 0,162"):or Face nall 3-10d common(3"x 0,148");or tritersections long; 0/g"screws,Type W or S Toe nail 3 3" C,1 31"nai!s 4-1 Od box(3"x 0.128"):or Roof rafters to ridge,valley or hip rafters 4.3"x 0.131"nails 3 8d boy,(211,"r 0 113"),or 7 or roof rafter to minimum 2"ridge beam 3-16d box 3112"x 0.135");or 18 1"brace to each stud and pate 2,8d common(211."x n 131-);or 2-10d box(3"x 0128");or Face nail 2-16d common(3112"x 0.162");or End nail 2 star des 1114, r,t7x or do}armed sharks except whore othenw se stafr:d.rd6i s used nor tramtnp and shesthink connecti rs shall 3-10d box(3"x 0.128");or iYE-ape ti�,r ding ye'd sire ngth o�sh cmir.:80 ksi for shark i .:,of 0.192 Inch(20d common rail).90 ksi for shank 3-3"xO.131"nails 3,8d box(.216"*0.113');or than 0.142 troi hart of larger than 0.177 inch.and 1 IC ksi for of 0.14-7 ir,:"i or less. 281corrimonf2ll�"x0.1311or Wall 19 ra"sheathing to ez0i bearing Face nail 2.10d box(3"x 10.12 8");or b.Staples arc?1 G x 4re wire and have a min'm 1 im'fxJ nc h c r cr clvn width. 16d ccmmon(3'12" 0.1611") 24'o c.face railsaolcs,!"rrown, 16 ga.,1 Icrg c.Nails shall be NpAced at r,,,more vian 6 Inches or c*ntvr at al' whe,e sra­a'E19in0es nr greater. 8 Stud to stud',not at I,,, Od box(3"x 0125"):or 8 d box(2'/,z"x 0 113-),or d Fcw,fc^°*.by Vocit ot 4-foul.by 9-foot parrs shall to applied ver!ica ly. 3"-0.131"rails 16-o c,face rail 3 3d c".mor Q"/,-"x 0,131­);or P.snaring of Cur tm,,rs rut:rr.lul,11 in this table stall be L_isrd on Table Rcif)231,2i), ARCHITECT 3 10d box(3"N 0.126");o, Stud to stud and abu*vr�studs at 16d box QV,"w 0.1 35"),�or 3 staples, 1 crown, I 6'ra.,1"I"lli7mr, f.Ft r,. shriitnv?attached to Fab P.Pnd ror�� and 10`T1t0­neJta'- wthin 49 irclws nf rorf edges and 0 12'o.c.face r.,il 1 8"and wider sheathing to each 9 irtersecting.w,)' corners 3"x 0.131"rails 20 .�­ ,ria is shall be spaced at 6 inches or,center vihere tiir ivind speed�s le.',%*F�r 130rnph and shall be spac�,d 4 in('Ps on CMS ARCHITECTURE + (at lj� � .:�') - bearing W I'd e r*"h a 7 Face nail center where lhe ultirnate das,gri wind speed is Ir.mph ory.�eatet but lessthpir 1ACMIFF. 16d common(3112"x 0.162") 16"o.c.face earl 4,8d box f2l/,-"x 0-113-);or g GYFsum slieathing shall conform to 03",G and shall b4.,instal Pe it,,a:wrdarti:e with cA 2,,3,riberbooil theatliing slh.M'corfarm to DESIGN 3,8d cornmcri(211 Built-up header(2"to 2'header witt,I/," 16d common OV c face nail 2`x 0.162") 16"n c.each edge 2't x 0131-)�or ASTIR C208 r) , 3,110d box(3",0.128");or 2505 Bray Avenue, Laurel, NY 11948-1669 10 space ' 1 4 stanles, crmvn,16 ga-I long KS-1,Ttiny,of fasteners un floor st,ir,llhing panel edges aprfi�-i to pa"C""�kes SUD,)Cirted!�Y�'arnlnr Members and reuujrv,,!t�or.kirg 76d boy,(3'1.,'x 0,135") 12"o.c.each edge face raJ I t,". r perimetc.-,only �rm,-'rg o!f-terers on pares edgps aprri��s tr.,p 0 tidge'.'Si1pp r ,arri at phone 917-576-6321 mobile 347-410-4960 s,, a tedbvfi,1mcvymi7rnbersar,,_1 5 8 d box f 2112'x 0,113-),-or re 1 red bl-)l--1,1 n 1� R!oc K in.g D I roof Of t';r-r r st,�at 1,it,g pa rpl edges r rr p c,nl:zul,,r to the framing numbers reed act be P ovKj ed v,c - 11 Cortinuous header to stud 4 8d common(211,'x 01.31');or Toe nail required by othsr oroVNior�cf 9,,;�code,Floor Pe-nnetrr sl­�,I'ue%upparted*,)y ft:lrriqF,mvrnt:,(­!�0,, 1 blocking .r pt as NOTE: csmith@cmsarchitecture.com o 4 Ind box(3"x 0,129") i.VO-ere a l:Ijvr is fj,,ii>rcd to an ad; rasa!c ce lulf,io st it a.-,rnrdJnre W t)thi-schedule,p-ovil THIS DRAWING,AND THE IDEASAND CONCEPTS ITREPRESENTS,REMAINS THE I .c,!'.vc toe naas on one si&,of tt,f�rafter SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,a-H top frrr"the ce,ling 1e iitrt top P'a^e in acoordarze%-liitli this schedule.The tce rat,or,the"oosite sjic,0'rth,re,.er' not be DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS req'��Tckl. WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P C. j-R5RS-01 is Qovf Sheall"og Ririq Sharil,nail ric-Ung,tiro smrifitm ctin,it ASTNI TABLE R702.3.5 MINIMUM THICKNESS AND APPLICATION OF 6YPSUN,VOAPt)AND GYPS111til PA.1917t,PponUCTS SEAL: EID ARC THICKNESS X41 OF ORIENTATION MAXIMUM MAXIMUM Fsk / GYr5U?0 OF GV1,11lu" SPACING SPACING OF SIZE or SHINGLE ROOF ON 3/4" INSULATED SOARD OR POARP OR OF FASTENERS NAILS FOR SHEATHING ON LVL RAFTERS (P GYPSUM APPLICATION r.YP5VN1 FRAMING (inches) APPLICATION %._ PANEL MEMBERS TO WOOD I 3/4"X 9.5"LVL RAFTERS @ 24"o.c.-PROVIDE 3: PANEL PpooticJs (inches FRAMING" LVL RIDGE BEAM-13/4"x 117/8" BRIDGING per R802.8.1 MAX. INNTERVALS OF 8 FEET 0 PR0r,,tJCTS X (Inches) TO FRAMING a ScrewsiI SCONCE: FULLY SHIELDED Application without adhesive CONTINUOUS ALUM.GUTTER A/ [DARK SKIES COMPLIANT] — DOWNSPOUTS&LEADERS TO 12 12 o'2 1200 13 gage,1=14" DRAIN AWAY FROM Ceilingd Perpendicular 16 7 12 long,'9/64" FOUNDATIONS 4 OF NEE head;0.098" 10 2 x 8 CROSS TIES @ 24"o.c. — 1114"long, PROJECT annular- ringed;or Either cooler nail, H EW GARAGE S Wall direction 16 8 16 0.080" ;o PENDANT LIGHTS-EXPOSED Accessory Buildings i 31s"long, CONDUIT&J.B.s ABOVE CROSS-TIES head. C./) o 2300 ROCKY POINT RD. 13 gage,13/pi, LLJ N I lq/,',4" C`O Either OVERHEAD GARAGE DOOR TRACKS- F_ Ceiling 16 7 12 HANG FROM STRUCTURE 6i EAST MARION, NY 11947 direction head;0�098" 0 0 LU M 0 In z 0 0 0 11/4"long, 0 annular- U) BUILDING 5 Ceiling" Perpendicular 24 7 12 ringed;5d J-311 cooler nail, Hich Pt. E1.0" S E C T I ON 112 L/�,///77777 ZZZZ-111'1-1771- Hi h Pt. Either 9 Wall direction 24 8 tl J2 111'.�long, �ASTENING 15164'.head;or S C H E D U L E (I nail, Either 0.086" Wall direction 16 8 16 d=irnrlie�r,1 DATE: Monday, July 14, 2025 5/8"long,5/32" NEW POURED CONC. FOOTINGS 5"THICK CONCRETE SLAB ON GRAVEL ON PROJECT NO: 2501 head. COMPACTED GRADE.min.slope 1/8"/ ft.to doo DRAWING BY: DK / ///////////// /������������������� CHK BY: CMS ACCESSORY BUILDING 5 SECTION C-C A-350e Scale: 1/4" = II-off A ■ 2300 Rocky Pt-FILING SET-2025-0713.vwx 8"X 8"X 3/8"STEEL BASE PLATE 4"DIA.STEEL COLUMN 1.FOUNDATION GENERAL NOTES 2. CONCRETE NOTES 3. CONVENTIONAL REINFORCEMENT NOTES A NON-SHRINK GROUT 1. Codes and Ordinances: 1. Compressive Itrength: 1.Grade: NEW CONCRETE SLAB 1/2"ANCHOR BOLT-MIN.8" Construction shall conform to the latest edition of the International Code Council documents,including,but not limited All concrete shall lave a 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 and k .EMBEDMENT drawings,and manufacturers'recommended installation and other specifications.In the event of a discrepancy 2. Aggregate SIZE: perACI-318 latest edition to,the International Building Code and the International Residential Code,all applicable codes and ordinances, specification with 1 4"slump for the slab and basement walls, larger shall conform to ASTM A615 Grade 60 or higher and shall be detailed and installed between the plans I specifications and applicable codes and ordinances the more stringent provision shall apply.All Maximum aggregate size shall be 1 112" 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 All mixing,transp)rtation,placing,and curing of concrete shallcomply with ACI-318,current edition.Do not place a)Concrete cast against and permanently exposed to earth 3" lillill cli 2, Design Codes: This foundation is designed in accordance with,but no limited o, e latest editions ns eInternationalBuilding and the International Residential Code(if applicable)and other applicable codes and standards. temperatures are at a minimum of forty degrees Fah,en Fahrenheit(407)and rising unlessprotective measures are taken as No.6 through No.18 bars...........................................I................2 o 3. Permits: specified by the concrete supplier.If ambierittemperatures will reach above sixty degrees Fahrenheit(607),the entire No.5 bar,W31 or D31 wire,and smaller....................................1%" CL LU Owner or owner's designated representative shall obtain all required permits. slab surface shallbe additionally cured by keeping it wet for a minimum of 72 hours,commencingthe morning after < concrete placerneit. 3. Chairs: Z 0 4. Drawings Scope: co 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 (1) 0 Z ISSUE DATE C) co I POR BARRIER disciplines such as architectural,mechanical,plumbing,electrical and civil for the design,location and size of drops, In no case will theplacement 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. C/) -1 permitted, 4. Lap: Cl) openings,sleeves,driveways,patios,pools,etc. REVIEW SET 04.15.2025: 5. Verify Dimensions: 5. Calcium Chlorde and Fly Ash: Continuous reinforcing shall be lapped a minimum of-bar diameters.Splices shall be 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 shal be accepted. 5. Welded Wire Fabric: %ING SEL -0 9.2025 construction. 6. Air Entrainmert: Welded wire fabric(WWF)shall be per ASTM A185.Where shown on plans WWF shall 6.Contractor Field Verification: In areas subject to freezing conditions,concrete shall be designed accordingly using air entrainment or other be supplied in sheets. UPDATED' ' 67.4202 X 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 Retarde: 6. Stirrups: interfere with proper execution of the work and/or jeopardize the structural integrity of the structure. A minimum 6-mil hick polyethylene 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 REBAR7. Additional Details: minimum of 6"ant 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 perineter formwork 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 beplaced 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 concretebe 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-101e Scale: 1:20 9. Roof drainage: Maximum water aided to concrete at the jobsite,without written permission from the concrete supplier,is 11/2gallons adhesives manufactured by Simpson Strong Tie SET or equal and installed per the DOOR JAMB BEYOND Dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to per cubic yard of concrete.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 CONIC.APRON MIN.5%PITCH 4: EXPANSION JOINT FILLER the ground surface at least 5 feet from foundation walls or to a subsurface drainage system. added shall be colected from each driver and retained by contractor. 36 bar diameters with the reinforcing for the new foundation.See plans for dowel sizes GRAVEL DRIVE SLOPE FLOOR 1/8" 10, Final Grade Survey: 10. Anchor Bolts and locations. Z-0., FOOT In order to assure positive drainage away from the foundation,a licensed land surveyor shall perform a final grade Anchor bolts shallbe a minimum of 112"diameter x 10"long J-bolt o rapproved equal, 8 .Flatwork: survey prior to occupancy.Drainage elevations and direction should be noted on the document. minimum two J-bolts per sole(bottom)plate per ASTM 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 AT 16. Structural Stability During Construction: embedded a mininum of 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 plate 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 he pressure treated wood manufacturer's recommendations. shall provide proper shoring and bracing as necessary during construction to achieve the final completed structure. 10. Non-Shrink Grout: 00 Non-shrink grout;hall be Medco"Metal Grout"or equal.The grout shall be according to ASTM C-109 with a 28-day compressive strength of 7200 psi(fluid)to 10,500 psi(plastic). -IIIII DOUBLE 2 x 6 END POSTS GRAVEL BASE: 2"EPS RIGID 11NS61L;TN 1/2"GWB ON 2 x 6 WOOD CONIC.FOUNDATION > 6 mil.VAPOR BARRIER U STUDS @±16"D.C. UPLIFT STRAP-SIMPSON STHDI 4- PLIFT STRAPS EMBEDDED IN FOUNDATION 10d NAILS @ 1.5"o.c.THRU WALL-TYP.@ ALL GARAGE DOOR OPENINGS. UPLIFT STRAP-SIMPSON STHD14- POSTS IN STHDI 4- FFRTAN STHD14�- k IRU IMPSO INTO STUDS S THRU D T STUDS S UPLIFT T STRAP P; O.C.--CONC.FOOTING 3" 10d NAILS @ 1.5"D.C.THRU ANCHOR BOLT BEYOND STRUCT.SHEATHING INTO STUDS DET.SHOWS @ DBL.&ADJACENT SINGLE FRAME S T C 7111 TRUCT.SHEATHING INTO STUDS ------------------------------ ARCHITECT M COVER FROM UPLIFT STRAP-EMBEDDED INTO 2 x 6 TOP PLATE 4 REBAR IN 3 ER FR TOP&SIDES #4 REBAR @ 12"O.C. 4 REBAR-MIN.3"COVER FROM .... ... COMPACTED SOIL CONC.14" -SEE FDTN.PLAN FOR Zoo I I CMS ARCHITECTURE + ns LOCATIONS ANCHOR BOLT BEYOND 3 GARAGE ENTRY FOUNDATION DETAIL GRAVEL DRIVE SLOPE FLOOR 1/8" --------------- DESIGN F-10le Scale: 1:20 1 Z-101" /FOOT 2, LINE F SHEATHING !J LEVEL CURB: EL.+10" F -4 L UPLIFT STRAP-EMBEDDED INTO VARIES: see loll CONIC.14" -SEE FDTN.PLAN FOR 2505 Bray Avenue, Laurel, NY 1 1 948-1 669 SLOPE FLOOR 1/8" LOCATIONS phone 917-576-6321 mobile 347-410-4960 FFOOT csmith@cmsarchitecture.com OO C? 2" varies 2" MIN'. NOTE: 5 UPLIFT STRAPS 0 1 2 ft ti THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS REMAINS THE I R R R R - SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION, ZA I SEE METHOD PFH(SINGLE OR F-1 Ole Scale: 1 1'-0' - - - - - - DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS GRAVE .... .E DOUBLE PORTAL FRAME)ON WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C. 10 C:) 2"EPS RIGID INSUL7N DWG.A-202 FOR ADDT'L NOTES mil.VAPOR &NAILING SCHEDULE M CONIC.FOUNDATION.... II CONIC.FOUNDATION till 11 1 SEAL: 1-- 1 -1111-IIII- ARRIER LU 2"EPS RIGID iNSUL'TNI.E CONIC•FOOTING. 6 mil.VAPOR 0 COMPACTED SOIL 8" BARRIER 1 0 5 GRAVEL -CO U_ CONIC.FOOTING COMPACTED SOIL- lilt #4 REBLI #4 REBAR @ 12"D.C. T A -A 6 FOUNDATION DETAIL @ BRACED WALL 7 ELEVATION BRACED WALL F-10le Scale: 1:2) 1112=- F-101e Scale: 1:20 2 GARAGE FOUNDATION - SIDE WALLS 120 69'-T OF Nt F-101e Scale: 1:20 7: 17777 7. 777777_777777 77777 77�' PROJECT: 67': N EW GARAGES Accessory Buildings 7 2300 ROCKY POINT RD. 2 EAST MARION, NY 11947 BUILDING 5 2'-0" FOOTING FOUNDATION 8" FOUNDATION WALL P L AN & D E T S . rAl 7; LEVEL CURB: EL. +7" UPLIFT STRAPS EMBEDDED IN FOUNDATION WALL- BETWEEN DOORS TYPICAL @ALL GARAGE DOOR OPENINGS IDATE: Monday, July 14, 2025 5 6 PROJECT NO: 2501 10 DRAWING BY: DK 911 F101 V- 119.1 ' "16-7 2-01 9, 2" '7]2-10" 8'7" 1, 16'-7" 16'-7" -9. 1 1 C H K BY: CmS I T T I IL.�'id -- -------------- - -I---------------- ------------ ----- - rims F4 8'-3" 2--1 16'-3" 2'- 16-4- 2'-1 16-21" T T T T T FOUNDATION PLAN BLDG.5 I F-10le Scale: 3/16" = 1 1-011 0 50 ft 1 2300 Rocky Pt-FILING SET -2025-0713.vwx