HomeMy WebLinkAbout52190-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#: 52190 Date: 08/18/2025
Permission is hereby granted to:
Theodore Vallas
7723 10th Ave
Brooklyn, NY 11228
To:
Garage#6
Construct accessory garage (building#6) 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 $749.50
CO Accessory Structure $100.00
Total $849.50
Building Inspector
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 litlI) ://m,,w�v.,sout,holdtowrtiiy g��v
Date Received
APPLICATIONFOR NUILDING PEIRM117'
.
For Office Use Only
PERMIT NO. -- Building lnspector: A'Y 1 5 2025
Applications and forms must be filled out in their entirety. Incomplete Building [; vl;girt ment
applications will not be accepted. Where the Applicant is not the owner,an "'Fawn of S4:as.,itDoM
Owner's Authorization form(Page 2)shall be completed.
Date:May 13, 2025
OWNER(S)OF PROPERTY:
Name:Sarantos Vallas :1SCTM#1000-31-02-9.1
ProjectAddress: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
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
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $TBD
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ❑No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
r , '"` c
Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to
this property? ❑Yes o 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): 5AAAN1f125 V BL S ❑Authorized Agent AOwner
Signature of Applicants C/ Date: y Zf
STATE OF NEW YORK)
SS:
COUNTY OF l4y—'1y4-s )
45A IS A- -05 V'i 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 t46;
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
daY of 20
Notary Public
VNERA AiC-1
NOTARY PUB NO 01BAAT OF 2 W YORK.(Where the applicant is not the o AI_IEIED IN KINGS COUNTY Y` MMISSiON 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
PROJECT DATA LOCATION MAP
YV (�,�
DRA ING INDEX a�
1 PROJECT NAME ACCESSORY GARAGE BUILDING '
T 000 DRAWING INDEX , PLOT PLAN, PROJECT DATA,
2 PROJECT LOCATION 2300 ROCKY POINT ROAD �r
TOWN OF EAST MARION � 4t���� CODE /ZONING COMPLIANCE,VIEWS
SUFFOLK COUNTY, NEW YORK 11947 AL
A-001 SITE PLAN, ZONING CALCULATIONS m oLU
3 PROJECT DESCRIPTION NEW HOUSE o Ruth tJ!;v<�E'r,se vex 0
at Dan,x'anc ISSUE DATE C) ` ° 0 3 Z
` A-101 CONSTRUCTION PLAN , ROOF PLAN �' _ J
4 TAX MAP 1000-031.00-02.00-009.001 r; REVIEW SET 04.15.2025
r �, P REVIEW SET 05.02.2025
5 ZONING DISTRICT AGRICULTURAL PROTECTION APZ A-201 REFLECTED CEILING / FRAMING PLAN & DETAILS RjUqS 50
A-202 BRACED WALL DETAILS & SUMMARY REPORT UPDATED 07.14.2025
6 FILING REPRESENTATIVE DR. DOMINIC MORREALE dr.dommorreale@optonline.net r
7 ARCHITECT: CMS ARCHITECTURE & DESIGN, PC u. A-300 EXTERIOR ELEVATION - FRONT & LEFT SIDE
East MOrion Firs Di,v'r t d
2505 BRAY AVENUE t;+ "
LAUREL, NY 11948-1669 A-350 BUILDING SECTION , FASTENER SCHEDULE & NOTES
TEL: 917-576-6321
ped and
8 OCCUPANCY GROUP: ACCESSORY GARAGE BUILDING5 F-101 FOUNDATION PLAN, DETAILS & NOTES
9 LOT SIZE: 116,392.32 S.F. 2.672 ACRES cy {F. 0, OCCUPANCY OR DO NOT P^oCEEDWITH
10 PROPOSED FLOOR AREA: " � -� w!!
USE IS UNLAWFUL FR/L..:�JG UNTIL SURVEY
1st FLOOR: 1,249 SF p5 '_ ,< :R Irls, " OF FOUNDATION LOCATION
0, at PM` WITHOUT CERTIFICATE HAS BEEN APPROVED.
11 CONSTRUCTION CLASS TYPE V-B Lavrnd-r By th B-n,
ry
OF OCCUPANCY
12 RISK CATEGROY II '� SCTM: 1000-031 .00-02.00-009.001
G
13 WIND DESIGN DATA WIND SPEED: 120 MPH TrIUSS PLACARDING 11COW71-0' COMPLY WITH ALL CODES OF
AS REQUIRED STATE& TOWN CODES APPROVED AS FOOTED
WIND IMPORTANCE FACTOR: 1.0 F ED AND CONDITIONS RETAIN STORM WATER RUNOFF OF
14 SEISMIC DESIGN DATA DESIGN CATEGORY-ZONE 3 PURSUANT TO CHAPTER 236 SOUTyOLDTQy�I� DATE:�B.P. tea/ D ARCHITECT
IMPORTANCE
97876 Si = 0.05 8 OF THE TOWN CODE. SOUTHOLDTOW,4 PLANNING BOARD FEE •5-D BY: VMS ARCHITECTURE +
Ss=0.197876 i = 0.0548947 $Q()TlipUjTOy��US�ES NOTIFYBUILDING DEPARTMENTAT
N.Y.S.DEC 631-765-1802 8AM TO 4PM FOR THE DESIGN
15 SNOW LOAD DESIGN DATA GROUND SNOW LOAD Pg =25 PSF �•.-�,� ��r-QUMEn FOLLOWING INSPECTIONS:
IMPORTANCE FACTOR: 1.0 SOQIDNPC 1. FOUNDATION-TWO REQUIRED Laurel NY 1 1 948-1 669
2505 Bray Avenue, ,
F W SCHD FOR POURED CONCRETE
phone 917-576-6321 mobile 347-410-4960
All exterior lighting 2. ROUGH-FRAMING&PLUMBING csmith@crosarchitecture.com
Installed,replaced or 3. INSULATION NOTE:
4. FINAL-CONSTRUCTION MUST THIS DRAWING,AND THE IDEASAND CONCEPTS IT REPRESENTS,REMAINS THE
repaired shall conform BE COMPLETE FOR C.O. SOLE PROPERTY or THE ARCHITECT AND DESIGNER NO REPRODUCTION,
to Chapter 172 ALL CONSTRUCTION SHALL MEET THE DISSEMINATION ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
WRITTEN PERMISSION
ON OF CMS ARCHITECTURE+DESIGN,P.C.
ZONIhG & BUILDING CODE COMPLIANCE of the Town Code REQUIREMENTS OFTHE CODES OF NEW
YORK STATE NOT RESPONSIBI-E FOR
SITE DATA:
DESIGN OR CONSTRUCTON ERRORS SEAL: p�ED AAC
AREA OF SITE:126,860 SQ.FT=2.912 ACRES � Q` R M1
ZONING USE DISTRICT: RESDIENTIAL R-40 �p I t
ZONING RESTRICTIONS FOR ACCESSORY BUILDINGS:
SIDE YARD SETBACK: REQUIRED:25' PROVIDED:48'-4" 3 _ •
REAR YARD SETBACK: REQUIRED:25' PROPOSED:25'
MAXIMUM HEIGHT OF BUILDINGS: 22'SLOPED PROPOSED: 15'-0"MAX. 02 �O
MAXIMUM INDIVIDUAL ACCESSORY 5 3%TOTAL SITE AREA-SEE PLANS FOR COMPLIANCE CALCULATIONS
OF NEON
TAX MAP NUMBER: 01000-031.00-02.00-009.001
CLIMATE ZONE 4
; ; ,... PROJECT:
PLANTING HARDINESS ZONE 7b pr rr 'fiA F 'WIND DESIGN DATA:WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 ��' ,, �" NEW
GARAGES
GROUND SNOW LOAD P 25 PSF IMPORTANCE FACTOR 1.0
- x Accessory Buildings
PROPOSED CONSTRUCTION: 2300 ROCKY POINT RD.
1
6
NEW WOOD FRAME ACCESSORY GARAGE-6 BUILDINGS IN TOTAL.UN-CONDITIONED SPACE[NO ENERGY CODE '?�"". �'�`" ,,,. �,,� � �- w-•--�—�- .--. '»-. �'
` - - EAST MARION NY 11947
COMPLIANCE REQUIRED. ', • ' ate. �' =R ,�
r
CODE:
AS PER THE RESIDENTIAL CODE OF NEW YORK STATE,LATEST EDITION[2020) < . �,: , [ ,�„g'r_., , ,�x,;?�•; :�; � � ';y - =• - •' �—•-•"•-•=«A_6:-�..,.:,.�,.a��.,-�,,"o
BUILDING 6
BASED ON IRC 2018 EDITION wIAMENDMENTS
i
a� '� .• t$ �� I .,q'v �� �4�
CONSTRUCTION CLASS TYPE V-B
VIEWS NOTES
9 7
OCCUPANCY CLASSIFICATION:
LOCATION MAP
EXISTING SINGLE FAMILY HOUSE w/ACCESSORY BUILDINGS-NO CHANGE `� E _`', `" k : " W _.•mm
DATE: Monday, July 14, 2025
M PROJECT NO: 2501
DRAWING BY: DK
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2300 Rocky Pt-COVER-2025-0509.vwx
ZONING ANALYSIS
2300 ROCKY POINT ROAD - TOWN of EAST MARION
TAX MAP NUMBER: 01000-031.00-02.00-009.001
R-40 RESIDENTIAL [per Map] 41
RGP SE ARAG 1 S ODV%Alrn) D FRAME CONSTRUCTION
Minimum Lot size: 40,000 13F
1,249 sf 116,392.32 [lot size] = 1.073% coverage Actual Lot Size: 116,392.32 sf 2.672 Acres LU
CL
Reg ir —^—�Is in�q rd ose a)
CD
150 ft. 164 ft. 164 ft. co
Lot Width
0 2 CU C
0 0
373.89 N/F SUFFOLK COUNTY WATER AUTHORITY S09\lU+00B008'(0"E Lot Depth 175 ft. 387 ft. 387 ft. ISSUE DATE U) M 0. 0
Front Yard 50 ft. 40 ft. 40 ft. REVIEW SET 04.15.2025: IN,
Side Yard 15 ft. 18 ft. 25 ft. —
50 ft. REVIEW SET 05.02.2025
EION'3-� 70 .9 Side Yard Total 35 ft. 50 ft.
S 0�92025 X
/50'-4" Side Yard -Accessory Bldg 25 ft. 18 ft. 25 ft.
LO
—-—-—-—-—-—- -—-— -—-—-—-—- 50 ft. 280 ft. 280 ft. U 67.14202-5T
A- � 0 Rear Yard *** 25 ft.
ACCESSORY BUILDING REAR YARD SETBACK zt— Rear Yard -Accessory Bldg 25 ft.� 280 ft.i
...... -—-—-—-—- 850 sf min.
Livable Floor Area
�r \ \ v, Building Footprints
.............
New Accessory Garages 14,038 sf
Existing Houses-VERIFY 2,457 sf 2,457 sf
Existing Garage 877 sf 877 sf
Boat House
BLDG.611,249 Sr-
Sheds
La
C-04 AVEL DRIVE TOTAL BUILDING FOOTPRINTS 3,334 sf 16,495 sf
PORCH & Decks 750 sf 750 sf
Walkways & Landings 387 sf 387 sf
1120
Exist. Asphalt Driveway 2,839 sf j 2,839 sf
Total: Impermeable Surfacesi 2 4
O
Lot size 116,392 sf 116,392 sf
6
Max. Lot Coverage 20% .28% 17.59%
C-6
LU
>. 00 Landscaped area
BLDG.I L)
Maximum Height -sloped roof 35 ft. 15 ft. 22 ft.
10.
3,360 SF Uj LANDSCAPED AREA/'LAWN,
16 ft.
Maximum Height - Flat roof 25 ft. 15 ft.
i \ *** Indicates Requirements for Accessory Buildings on Lots> 80,000 sf
ARCHITECT
CMS ARCHITECTURE GRAVE
W LQRIVE-
BLDG.3,2,529SF 75 DESIGN
2505 Bray Avenue, Laurel, NY 1 1 948-1 669
phone 917-576-6321 mobile 347-410-4960
csmith@cmsarchitecture.com
BLDG.2
NOTE:
Ul 3,360 SF THIS DRAWING,AND THE IDEASAND CONCEPTS IT REPRESENTS,REMAINS THE
0
SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,
%
Li- DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
0 cl,' WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
x.-
0-
XN.
U- -J 1L SEAL: V&D A
n ELEC
. ORAVELPRIVE
OHO METER:.:
RELOCATE EXIST ELECTRIC METER-VERIFY W/UTILITY CO.
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Cr FAMILY TRUST N08\U+00B030'00"W
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C
VA COA
71 0/�j PROJECT
co
N EW GARAGES
1 Story U- Accessory Buildings
Lu b Frame Residence c'T'
=:� UJI
cli #2300 ❑ U-
LO 2300 ROCKY POINT RD.
U.J <W
Ulu
co ly- EAST MARION, NY 11947
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+ — a- 0
0 19'Z 1�01 IX - �Ve 03
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W o BUILDING 6
Q
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9
117f,
C? SITE PLAN
2424.12'
.0
W W ZONING
U'LL-
ND uw
3 IV E) 9 0 N 3-:1 70 .17 DATE: Monday, July 14, 2025
0
BlOd PROJECT NO: 2501
164.43 N08\U+00B030'00"VV lan DRAWING BY: DK
CHK BY: CMS
ROCKY POINT RD
16,31 .32
R ose
Amo () l a () ()
I SITE PLAN - BLDG.6 o 100 200 300 400 ft
A-00 If Scale: 11" = 301-011 i I L i I i 2300 Rocky Pt-FILING SET -2025-0713.vwx
ROOF CONSTRUCTION:
U.N.O.ROOF FRAMING SHALL CONFORM TO FOLLOWING NOTES: M ��
A350
50'-4" iL
"
1. ALL ROOF TRUSSES SHALL BE INSTALLED PER THE ROOF TRUSS MANUFACTURER'S
Q .
INSTALLATION DIRECTIVES AND WTCA/BCSI GUIDELINES. ALL CONNECTIONS,
INCLUDING UPLIFT,ARE THE TRUSS MANUFACTURER'S RESPONSIBILITY U.N.O..
WHEN TRUSS MANUFACTURER'S DO NOT PROVIDE THE REQUIRED CONNECTORS IT
,
IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE E.O.R.FOR DIRECTIVES. A
MINIMUM OF(1)SIMPSON H2.5A CLIP IS RECOMMENDED AT EACH END OF y
.., ... .. .. ..b.
COMMON TRUSSES. o a
2. IN ADDITION TO THE CODE'S FASTENER SCHEDULE,UNLESS NOTED PER PLAN,ROOF
00
MEMBERS SHALL BE TIED DOWN WITH METAL FASTENERS AS FOLLOWS: 9 � a: z
r, ISSUE DATE o Un = 0 o g
A) STICK FRAME RAFTERS EXCEEDING 10'IN LENGTH MEASURED HORIZONTAL O°
SPAN AND ALL OTHER ROOF UNENCLOSED AREAS SUCH AS PORCHES USE REVIEW SET 04.15.2025
SIMPSON H2.5A CLIPS EVERY 48"O.C.OR AT EVERY 3RD RAFTER TO FASTEN REVIEW SET 05.02.2025 xx
THE LOWER RAFTER END TO THE BEARING PLATE.
F ING SE 0 .09.2025
B) ALL LOWER ENDS OF VALLEY/HIP MEMBERS WHICH BEAR ON TOP PLATE USE
UPDATED 07.14.2025
SIMPSON HCP OR EQUIVALENT CONNECTION.
3. ALL RAFTERS SHALL BE 2X6 SPF#2 @ 16"O.C.@ UP TO 12FT HORIZONTAL SPAN FOR --
SHINGLES U.N.O.WITH MINIMUM 7/16"OSB SHEATHING AND UNDERLAYMENT PER
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
AS DIRECTED PER THE COVERING MANUFACTURER'S SPECIFICATIONS. ALL RAFTERS
SHALL BE CUT INTO HIPS,VALLEYS,RIDGES ETC U.N.O. RAFTERS SHALL BE
INSTALLED IN ALIGNMENT AT OPPOSING SIDES OF RIDGE,HIP,VALLEY ETC U.N.O.
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
ALL RIDGES @ 48"O.C.OR EVERY 3RD RAFTER. VAULTED CEILINGS REQUIRE in
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.
4. ALL HIPS,VALLEYS AND RIDGE MEMBERS ARE TO BE MINIMUM 2X10 SPF#2 U.N.O.
5. GABLE END WALLS MUST BE BRACED PARALLELTO RIDGES WITH 2X6 DIAGONAL
BRACING @ 6FT O.C.ALONG GABLE WALL FACE TO INTERIOR CEILING JOISTS. -
BRACES SHALL BE APPLIED AT 45"TO APPROXIMATE MID-HEIGHT OF GABLE
FRAMING TO BEAR ON(2)2X6 HOG BRACE.
6. WHEN CEILING JOISTS ARE ISNTALLED PARALLEL TO GABLE WALLS,INSTALL 2X4
(8FT)STRONG-BACKS BUTTED INTO GABLE FACE AND ALONG TOP OF CEILING JOIST
MEMBERS. ATTACH WITH(3)8D NAILS TO GABLE AND OVERLAPPED CEILING
JOISTS.
7. CEILING JOIST INSTALLED PARALLEL TO RAFTERS SHALL BE"SISTERED"TO RAFTERS
AND FASTENED PER NCRC R602.3(1)AND TABLE R802.5.1(9). WHERE CEILING JOIST
CANNOT BE"SISTERED"AND A KNEE-WALL IS USED,RAFTERS MUST BE TIED BACK
TO THE CEILING JOISTS USING 2X4 ANGLE RAFTER TIES @ 48"O.C.MAX OR EVERY
3RD RAFTER. I
8. AT VAULTED ROOF,INSTALL 6'-0"LONG CS-16 OR EQUIVALENT STRAP AT 4'-0"ON I ARCHITECT
CENTER OVER RIDGE BEAM TO ADJACENT RAFTERS.
9. AT ROOF RAFTER TO STRUCTURAL RIDGE BEAM OR LEDGER CONNECTION,PROVIDE
CMS ARCHITECTURE +
SIMPSON SLOPED HANGER OR A36 ON EACH SIDE.
10. WHERE RIDGE BEAMS ARE SUPPORTED BY STRUT,INSTALL A34 CLIP AT STRUT TO i DESIGN
EACH RIDGE BEAM AND AT STRUT TO FRAMING MEMBER BELOW. i
NEW SHINGLE ROOF ON 314" INSULATED 2505 Bray Avenue, Laurel, NY 11948-1669
11. AT DOUBLE RAFTERS,PROVIDE RAFTER TIE AND COLLAR TIE ON EACH SIDE OF THE SHEATHING [R-3.6 MIN.]ON LVL RAFTERS phone 917-576-6321 mobile 347-410-4960
RAFTERS. a csmith@crosarchitecture.com
- A350
ROOF PLAN - BLDG.6 0 40ft NOTE:
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION,
A-101 f Scale: 1/4" — 11-O,I DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
3 WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
C-C A301
A201f 501_011
SEAL:
't��G'oQ��a M��yq �S�>►
GI i i GI GI GI GI 1P
5'-5" I 9'-0" 10'-1" 10'-1" 9'-0" 5'-5" 2 lie ems -4
NOTE:ALL RECEPTACLES TO 3E GFI's @ 48"A.F.F. UNLESS OTHERWISE NOTED
I I t1�
OF N E`N
i
------------- -------i----------- -----------------------------------------------------
o PROJECT:
10
NEW GARAGES
2 c A301 Accessory Buildings
A301 i i N 2300 ROCKY POINT RD.
NEW ELECTRICAL PANEL VERIFY EAST MARION, NY 11947
TOTAL SERVICE AMPERAGE
------J--------
BUILDING 6
j I I I I I
I I WALL CONSTRUCTION:VINYL SIDING ON
FLOOR PLAN
I I i I I I I 1/2"SHEATHING ON 2 x 6 STUDS @ 24"
I I I o.c.w/GWB INTERIOR FINISH
I I j
I I I I
106b I i 106a I j 106b I DATE: Monday, July 14, 2025
j I I I PROJECT NO: 2501
DRAWING BY: DK
CHK BY: CMS
1 2'-4" 1 16 4' ! 1 2'-8" 1 8'-0" l 2'-8" 1 16'-0" 1 2'-4" 1
T
1 NOTE:ALL EXTERIOR DIMENSIONS TO SHEATHING ALL INTERIOR DIMENSIONS TO STUDS Aml 0 z00
FLOOR PLAN - BLDG.6 0 A301 40ft qIZ"K�
A-101 f Scale: 1/4" = 1'-0" 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:
1. ALL STRUCTURAL WOOD WORK SHALL BE DONE IN ACCORDANCE WITH THE
LVL Rafter PROVISIONS OF THE 2024 NCBC. APPLICATION Fb(psi) Fc(psi)-PARR. Fc(psi)-PERP. E(ksQ 9. PENETRATIONS IN WOOD SILLS OR PLATES OF BEARING OR SHEAR WALLS SHALL BE 4v
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 BET-ER, GIRDER/BEAMS(2.OE LVL) 2900 3200 750 2000 WIDTH OF THE LUMBER. HOLES LARGER THAN THOSE NOTED ABOVE MAY BE
x:
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 F�
MOISTURE CONTENT OF 19%AT TIME OF USE AND SURFACE DRY-GREEN. COLUMNS(1.8E PARALLAM PSL) 2500 2500 545 1800 IS PROVIDED. «' k
r LSL RIMBOARD(1.3E TIMBERSTRAND LSL) 1700 1835 710 1300 2
JOISTS AND RAFTERS SPF#2 10. CUTTING,BORING,OR NOTCHING OF GIRDERS,BEAMS,JOISTS AND OTHER
POSTS,BEAMS AND HEADERS SPF#2 STRUCTURAL ELEMENTS SHALL NOT BE PERMITTED WITHOUTTHE APPROVAL OF
Simpson Rafter Tie 5. PLYWOOD SHEATHING OR OSB SHEATHING: THE ENGINEER UNLESS SPECIFICALLY DETAILED ON THESE DOCUMENTS. n 0- LIJ
STUDS,BLOCKINGS,LIGHT FRAMING AND MISC. SPF#2 m °� Z5
Model H 1.8 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
WALL PLATES SPF#2 cn
WITH THE APPROPRIATE GRADE AND APA TRADEMARK AND SHALL MEET THE THAN BOLT DIAMETER. METAL WASHERS SHALL BE PROVIDED FOR ALL HEAD AND m c
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. ISSUE DATE o = U 3- g
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.
12. ALL BOLTS AND SCREWS SHALL BE TIGHTENED AT THE TIME OF ERECTION AND REVIEW SET 04.15.2025
3. GLUE-LAMINATED BEAMS(GLB)SHALL BE IN ACCORDANCE WITH ANSI/ A190.1 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
AND ASTM D3737. CONTINUOUS IN-PLANT INSPECTION PER 2022 NCRC ROOF D BARRIER SHEATHINGS REQUIRED. MAKE THE BOLTS INACCESSIBLE. REVIEW SET 05.02.2025 O O REQUIREMENTS PERFORMED BY A CERTIFIED INSPECTOR IS REQUIRED FOR ALL F ING SE 0 .09.2025
0 00 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,ANC 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
FABRICATED WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLAN. PANEL SHALL BE 24" JOISTS.
SIMPLE SPAN BEAM 24F7'4 WALL 7/161NCH APA STRUCT 1,INTERIOR WITH EXTERIOR 14. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS OR RAFTERS OVER ALL SUPPORTS.
GLUE. (4 PLY MIN.)
CANTILEVER AND CONTINUOUS BEAM 24F°8 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 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 22F-V,POC1 STANDARD U1,MINIMUM 0.40 INCH. 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
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
To Plate:2-2x 6-typical U.O.N. CANTILEVER AND CONTINUOUS BEAM-ALASKA YELLOW CEDAR 20E-V12 NAPHTHENATE(2%COPPER AS METAL). ON RECORD FOR APPROVAL 10 WORKING DAY PRIOR TO INSTALLATION.
p yp C) USE HOT DIPPED GALVANIZED HARDWARE PER ASTM A1S3 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
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 PL I FT A N 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-20 I f Scale: 2" = 1'-0"
ARCHITECT
CMS ARCHITECTURE +
2300 ROCKY POINT ROAD ACCESSORY GARAGES - DOOR SCHEDULE - BUILDING # 6 DESIGN
Code Location Type Quantity WxH Material Finish Thick Frame Type Frame Finish Hardware Notes Glazing Comments
106a Building 6 Garage door-single 1 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 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
lite Window 8300 Vertical Long Panel phone 917-576-6321 mobile 347-410-4960
106b Building 6 Garage door-double 2 192"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 csmith@crosarchitecture.com
lite Window 8300 Vertcal Long Panel NOTE:
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
SOLE PROPERTY OF THE ARCHITECT AND DESIGNER,NO REPRODUCTION,
3 DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
1 3/4 x 11.875" LVL RIDGE 9 1/4 LVL RAFTERS @ 24 o.c. PENDANT LIGHTS w/EXPOSED CONDUIT FEEDS WRITTEN PERMISSION OF CMS ARCHITECTURE AAC+DESIGN,P.C.
2 A201f A301
A201
SEAL: ��
i a nn�Cyq'yi>►
?cc
co j (P
�21200
i i F OF NEB -�
PROJECT:
NEW GARAGES
_ = 4
2 I _ art_ - _ \ - A301 Accessory Buildings
A301 2300 ROCKY POINT RD.
I
EAST MARION, NY 11947
-- !- -- --- -� -- -- - -- -- -- -- -- --- -- -- -- -- -- BUILDING 6
�-
j RCP / FRAMING
PLAN / SECTION
DATE: Monday, July 14, 2025
PROJECT NO: 2501
-- - -- -- -- -- -- - -- -- -- --- -- -- ---- --- -- -- -- -- --- - -- -- -- -- � - --- -- -- --- -- -- - ------ DRAWING DK- - CHK BY: CMS
L i; .tt X 8.f IV3-E•.A3GA3Hi --HEADER:2-LVL 1.8 X 11.75,E ��.f f X 8.P �V�-E .A34A3H
18'-7" I 10'-T 18'-7"
1'-1%" WEATHERPROOF SCONCES-FULLYA &
SHIELDED [DARK-SKIES COMPLIANT] A301 10 0,110 'M moo
RCP / FRAMING PLAN - BLDG.6 0 40ft
A-20 If Scale: 1/4" = 1'-0" NOTE:ALL EXTERIOR DIMENSIONS TO SHEATHING ALL INTERIOR DIMENSIONS TO STUDS 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 Architecture+Design,PC
Home/Building Plan Name Accessry Garage-Building 6 PONY WALL
Development Address 2300 Rocky Point Road FINISHED WIDTH OF OPENING WHERE
Code BASED ON2018IRC ,'�— 2'MIN. -18' MAX. REQUIRED ,.`
PER PLANS
SDC(Seismic Design Category) 1 2 FAMILY A C '°
Wind Speed <=120 mph M -...
Wind Exposure Category EXPOSURE B PON WALL• TENSION Cu a
Total Number of Stories 1 STORY HEIGHT(IF STRAP PER o o
Cripple Wall No APPLICABL . DETAIL 17 m m o
Mean Roof Height less than 30 ft. YES ) '° (OPP. SIDE OF >> ISSUE DATE o cn _ 03 J
SHEATHING) REVIEW SET 04.15.2025
REVIEW SET 05.02.2025
CONTINUOUS WOOD HEADER MIN. 3"X11%" F ING SE 0 .09.2025
WALL LINE ELEVATION VIEW (WITH 1#2"SPACER ON BACKSIDE) UPDATED 07.14.2025
1
SHEATHING TO HEADER: 8D COMMON IF NO PONY WALLABOVE
NAILS(0.131"x2.5")INTO HEADER IN 3"O.C. HEADER, CENTER CS20,
TOTAL GF'.ID PATTERN AS SHOWN CSHP20 OR LSTA21 TENSION
Bs Bz Bs Ba WALL STRAP PER DETAIL 17 AT
PFH-SINGLE PORTAL FRAMEPFH-DBL POP,?ALFRA"✓E PFH-SINGLE PORTAL FRAME HEIGHT 2 ROWS 16D SINKER NAILS(0.148"X3.25")AT
H 12'MAX. 3"O.C. BOTTOM OF HEADER(ON
Total Wall Line Length: 50'o" OPPOSITE SIDE OF
KING STUD TO HEADER: 6-16D SINKER SHEATHING)
WALL BRACING-FRONT WALL @ GARAGE DOORS NAILS(0.148"x3.25") TYPICAL PORTAL
WALL LINE PLAN VIEW FRAME
Bi Bz Bs Ba HEADER TO JACK STUD TENSION STRAP PER CONSTRUCTION
DETAIL 17 ON BOTH SIDES OF OPENING, IF NEEDED, SHEATHING
HEIGHT(H) OPPOSITE SIDE OF SHEATHING
Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing 10'MAX, SPLICE MUST OCCUR
Story Line Method Factors Amount Factors Amount Bracing Bracing Status WITHIN 24"OF WALL
MIN. DOUBLE 2X END POSTS MID-HEIGHTAND PANEL
1st Story A PF-H 0.82 4.1 Exempt Exempt 4.1 16 Compliant EDGES SHALL BE BLOCKED
LENGTH (L} . FULL-HEIGHT WSP NUMBER OF JACK (SEE DETAIL 20)
Furthest Distance to Adjacent BWL 25' 0" SHEATHING(3/8"MIN, STUDS PER CODE '
Roof Eave to Ridge Height 7 feet 7/16"TYP)
FULL-HEIGHT —
Wall Line Length 50' 0"
3D COMMON NAILS KING STUD _
Gypsum Included ;0.131"x2.5")AT 3"O.C. (BOTH ENDS
Blocking Included
SPACING INTO ALL OF HEADER)
Wall Line Wall Story Bracing Segment Adjacent Qualified Tension FRAMING MEMBERS
Segment Height Height Method Length Opening Segment Nails Tie Hold Down
Height
2)STHD14
Bl 9' 10, PF-H 2'4" TO" 4 3"/3"grid 3,225 3,500 LSTHD8
DOUBLE 2X SILL 1#2"MIN. END ARCHITECT
82 9' 10' PF-H 2'6" 7'0" 4 3"/3"grid 3,225 3,500 DISTANCE ° CMS ARCHITECTURE +
5/8"x8"TITEN HD WITH BPS 5/8-3 (NP•)
63 9' 10' PF-H 2'6" 7'0" 4 3"/3"grid 3,225 3,500 BEARING PLATE(SHOWN)OR 0 0 0
v t 5/8" DIAM.ANCHOR BOLT(MIN. 7" ° f DESIGN
B4 9' 10, PF-H 2'4" 7'0" 4 3"/3"grid 3,225 3,500 0 0 EMBEDMENT)WITH STANDARD- 0 0
CUT WASHER AND BPS 5/8-3 LOA2505 Bra Avenue, Laurel, NY 1 1 948-1 669
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, Y
the side with no PF-HD needs to show the detail for a min. 1,000Ib HD to restrain the post on that side. METHOD PFH (SINGLE OR DOUBLE PORTAL FRAME) phone 917-576-6321 mobile 347-410-4960
csmith@crosarchitecture.com
NOTE: SEE FOUNDATION PLANS FOR LOCATIONS OF ALL EMBEDDED UPLIFT STRAPS THIS NOTE:
WALL LINE ELEVATION VIEW SOLE PROPER Y OF THE
ARCHITECT
CONCEPTS IT GREPRESENTS,REMAINS THE
CTION
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.
6D COMMON NAILS
(0.113"x2")(L.N.0.);
Bi 6 EDGE,O.C. SPACI SEAL:
SPACING SEE DETAIL 21 FOR ��RED q yC
GO-1 sided GB-1 sided
CONNECTION TO `G, � Tk M1
8D COMMON NAILS
FLOOR/CEILING
Total Wall Line Length:25'0" I FRAMING ABOVE;
WALL BRACING-SIDE WALLS REQUIRED FOR REFER TO PLANS FOR -C#) j N
STUDS SPACEDAT 24" ROOF FRAMING/ROOF i
WALL LINE PLAN VIEW BLOCKING
Bi O.C. OR ULT WIND CONNECTION � U
SPEEDS GREATER REQUIREMENTS
y Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing
Story THAN: 140 MPH (EXP Line Method Factors Amount Factors Amount Bracing Bracing Status B) 3#6"MIN. WSP Q
115 MPH(EXP C) SHEATHING ON ALL ��`^ 021200 Q
1st Story 1 GB-1s8ft 0.82 7.18 Exempt Exempt 7.18 12.5 Compliant 110 MPH(EXP D) c
SHEATHABLE
Furthest Distance to Adjacent BWL 25' 0" 2X BLOCKING ATALL HEIGHT SURFACES OF BRACED OF N��
WALL LINE(7#16"OSB
Roof Eave to Ridge Height 7 feet HORIZONTAL JOINTS OF (H) OR 15#32" PLYWOOD
Wall Line Length 25' 0" BRACING MATERIAL TYPICAL, U.N.O.)
(U.N.O.)(SEE DETAIL 20); PROJECT:
Gypsum Included MAY BE OMITTED PER SHEATHING OPPOSITE NEW
GARAGES
Blocking Included PLANS IF BRNCING SIDE OF BRACING
Wall Line Wall story Bracing Segment Adjacent Qualified Tension AMOUNT IS DOUBLED MATERIAL:
Segment Height Height Method Length Opening Segment Nails Tie Hold Down
Height 1#2"MIN. GYPSUM WALL B1 9' 10, GB-ls8ft 25'0" 12.5 7"/7" END OF CS-WSP BOARD(U.N.O.)WITH Accessory Buildings
BRACED WALL LINE TYPE W SCREWS 2300 ROCKY POINT RD.
PER DE AIL 19 SPACED 16"O.C. (12"
O.C. FOR STUDS
CONNECT 30TTOM
SPACED AT24"0.C.) EAST MARION NY 11947
WALL LINE ELEVATION VIEW OR NAILED PER IRC
PLATE TO TABLE R702.3.5;
FOUNDATION OR MAY BE OMITTED PER BUILDING
FRAMING BELOW IN
ACCORDANCEPLANS IF BRACING WITH AMOUNT IS
CETAIL 21 Length (L) INCREASED BY 1.4
GB 10,1 Bi GB-1 sided 7 BRACED WA L L
GB-1 sided
Total Wall Line Length: 50'0"
WALL BRACING-REAR WALL METHOD CS—WSP DETAILS &
WALL LINE PLAN VIEW
B1. METHOD GB-1 Sided REPORT
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing R602.1 D.4.3 BRACED WALL PANEL INTERIOR FINISH MATERIAL. DATE: Monday, July 14, 2025
Line Method Factors Amount Factors Amount Bracing Bracing Status
PROJECT N0: 2501
1st Story B GB-1s8ft 0.72 6.3 Exempt Exempt 6.3 25 Compliant BRACED WALL PANELS SHALL HAVE GYPSUM WALL BOARD INSTALLED ON THE SIDE OF THE WALL OPPOSITE THE BRACING DRAWING BY: DK
Furthest Distance to Adjacent BWL 25' 0" MATERIAL. GYPSUM WALL BOARD SHALL BE NOT LESS THAN 1/2 INCH (12,7 MM) IN THICKNESS AND BE FASTENED WITH NAIL; CHK BY: CMS
Roof Eave to Ridge Height 6 feet OR SCREWS IN ACCORDANCE WITH TABLE R602.30) FOR EXTERIOR SHEATHING OR TABLE R702.3.5 FOR INTERIOR GYPSUM
Wall Line Length 50' 0"
Gypsum Included WALL BOARD, SPACING OF FASTENERS AT PANEL EDGES FOR GYPSUM WALL BOARD OPPOSITE METHOD LIB BRACING SHALI
Blocking Included
NOT EXCEED 8 INCHES (203 MM),
Wall Line Wall Story Bracing Segment Adjacent Qualified Tension
Segment Height Height Method Length Opening Height Segment Nails Tie Hold Down
B1 8' 9' GB-1s8ft 50'0" 25 7"/7" 2300 Rocky Pt-FILING SET -2025-0713.vwx
i
lip
i
NNEW SHINGLE ROOF ON INSULATED
t
SHEATHING [R 6 MIN.]ON LVL RAFTERS _.. .�.. A. f�
,
r
L.
CONTINUOUS ALUM.GUTTER w/DOWNSPOUTS& -
, � F
LEADERS TO DRAIN AWAY FROM FOUNDATIONS w
_ __- „_
r - a o n
- ._ - - - —
EAVE
_ ISSUE DATE U,
REVIEW SET 04.15.2025
�' l
VINYL SIDING ON
l2"SHEAOOD STUDS @ REVIEW SET 05,02.20252 o.cw/ H F ING SE 0 .09,2025
UPDATED 07.14.2025
1 st Floor
EI.O"
�
°—, 10 20 30
--
A-30 If Scale: 1/4" = 1'-0"
12
10 12 12
12 4F ARCHITECT
4 10 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
WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
SEAL:mk 1st
EI+OF;oor 1st EIF OIoor ER MICh
___ �� Q
\
,h
2- BLDG. 6 ELEVATION -NORTH 4 - BLDG. 6 ELEVATION - SOUTH � yo
A-301 f Scale: 1/4" = 1'-0" A-301 f Scale: 1/4" = 1'-0" OF a2Y2oa N
PROJECT:
_ ,
NEW GARAGES
NEW SHINGLE ROOF ON INSULATED :.:. :.. _ :. Buildings
SHEATHING R-6 MIN. ON LVL RAFTERS __...... ..
............. ............... . ...... : � Accessory
- _ 2300 ROCKY POINT
CONTINUOUS ALUM.GUTTER w/DOWNSPOUTS& - .. = ....
, w;. ....... _.
.................................,...............:.......... .. .. ........... ... ..:.. .. ..................
SPLAH BLOCKS TO DRAIN AWAY FROM FOUNDATIONS
_................._.......,. :....
_...._.....a......_._............__.. ....:........_........:...._...;.._..... _..
J.
ON, NY 11947
_
- -'
EAVE
Ali
NEW WALL CONSTRUCTION:VINYL SIDING ON 1/2" --- == --_ EI.+9'-O"
NSULATED SHEATHING-R6 MIN. .ON 2 x 6 WOOD o0
STUDS @ 24"o.c.wl 1/2"GWB INT. FINISH — 1� ELEVATIONS
❑❑❑❑ ❑❑ ❑❑ ❑❑❑❑ LIE][--] ❑❑❑ ❑❑❑❑ ❑❑ ❑a ❑❑❑❑
E:]E:]E:IEI E7]7-]Z]E:l E:]FjE:]E:l [::IEIE:IEI [DIFIF] ELI E:11:�]E= BUILDING 6
O
0
II F PROJECT NO a 2501 ly 14, 2025
1st Floor DRAWING BY: DK
CHK BY: CMS
* 1101 woo
I - BLDG. 6 ELEVATION - WEST ° 10 20 30 40>:t
A-30 If Scale: 1/4" = I$-0ff 2300 Rocky Pt-FILING SET -2025-0713.vwx
TABLE 11602.3(1)
FASTENING SCHEDULE
tr<'Ir r1 -l#�Strtrettlrarnr?:,subfloor,roof and Interior wv,I;sheathing to framing and particleboard viall sheathing to
NUMBER AND TYPE 16d common Q3 k,"•0.162") 16"o c.face na,I ' q
ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION framing q.
OF FASTENERa,b c
12 Ton plate to top plate 10d box 0"x 0.17R"):or a
(see Table R602.3(3)for e^rrscrtl skrtrrttl!'i"!p me?exterior rmirf sheathing to tvali framing)
12 o.c.face ra:i
Roof 3"x 0.131"nails
6d cor+-tmon 1—x 0,1131 nail
"
;3
;,
x
4-8d box{21I2"x 0.113"}or , �„) tar Fare nail an each side of end (subf?oor,wall)'
12"x
1 Blocking between ceiling joists or rafters 3-8d common(21/2"x 0.131");or 8 16d common(3 0.16s joint 30 31p,"-m 1t2" 8d common(2'12"x 0.131-)nail f, 12, "'
Toe nail 12,16d box(3 1,"x 0.135");or o �
to top plate 3-10d box(3"x 0,128"):or 13 Double top pate splice12 10d brx(3"x 0.128"):or (mirrlmurl 24'lap splice (roof):or RSRS'01 (2'•.'t"=0.113")malt `� o � E <
3-3"x 0.131"nails length each -a
12.3"x 0.131`nails (roof} m o Side 0 end joint) ISSUE DATE o U) _ '0 o
4-8d box(2112"x 0.113");or 8d common nail(21/1"x O'.131");or J
3-8d common(2112"x 0.131");or r , 16d common(3'12"x 0.162") 16-o.€.face na'f 31 }�/32,.- 1" RSRS,01;(231,' x i 6 12 REVIEW SET 04.15.2025
2 Ceiling joists to top plate Perjoist,toe nail Bo~errs r:,a.e to joint,rim joist,band joist �' 0.113")nail(roof}
3-10d box(3"x 0,128"):or 14 or REVIEW SET 05.02.2025
3-3"x 0.131"nails r,•._ 16d box{3't2"x 0.135"):or 10d common 3"x 0,148")nail:or
blocking(not at 1 t ,''r• `e'<,) 3"x 1.131"ra.'s 12"o.c.face nag 32 ;'4- 1'/," - ( 6 12 F ING SE 0 .09.2025
8d(2'1,"x 0.131")deformed nail
Ceilingjoist not attached to parallel 4-10d box(3"x 0.128");or UPDATED 07.14.2025
r 1 Bottom plate to joist,rim joist,band joist 3 °6 box(3'/2"x 0.135");or 3 each 16"o.c.face nail Other wall sheathEn s
3 rafter,laps over partitions(see Soc:,ion 3-16d common(3/2"x 0.162");or Face nail g
Rt 12.5. and lblc ° 2 5. ) 4-3"x 0.131"nails 2 o.c.far nail
.,e 15 or 2.16d common(31/ ''x 0.162'7:or 2 each 16"
t fock:ing fa'I,,:i��,•.;;1`par,rl) 4 3"x 0.131"nails 4 each 16'ox.fare nail „ 1112.galvanized roofing nail,�11e"
Ceiling joist attached to parallel rafter 12 structural cellulosic fiberboard
33 head r;";°. €t°.or 1'/4'long 16 ga. 3 6
4 (heel joint)(see Sertir;n p,�rr'r..,and 1 eihle R `)2,5,2 Face nail 4 8d box(2112 x 0.113"),cr sheathing staple ,7
Wi..r} /1s"or 1'crown
Tabic rK.2 r 2) 3 tG'box{311 "x 0.135"),or
4 8d common(21/2"x 0 1311 or Tao r 13/4"g:rfv7nizr.d roofing nail, '/16'
-°r.," i-r-ICtttral cellulnsic
Collar tie to rafter,face nail or 1114"x 20 4-10d box(3"x 0,128"):or G 10J box(3"x 0.128");or 34 head,'''r :'r'=,or 1 /2"i^nL,16 ga. 3 6
fiberboard scathing
5 ga.ridge strap to 3-10d common(3"x 0.148");or Face nail each rafter 4 3"x 0.131"rai's staple v i'h a1; `or 1"crown
16 Top or bottom plate to stud
rafter 4-3"x 0,131"nails 3.16d box(31/2"x 0.135",:or 1'/z'galvanized roofing Pair;staple
3-16d box nails '
3
"(31/ "x 0A 35 );or 2 toe nails on one side and 1 3 . box{3"x 28");or 35 11�"g�''p?sum she,:0lne" gals,;n=zecl. 7 7
z 2 t,,c!comtnran( t_"x 0.162");or 'i
3-10d common nails(3"x 0.148");or toe nail 3 n End nail 1,1/ for,g:1114"screws,Type W or S
6 Rafter or roof truss to plate
4-1 Od box(3"x 0.128");or on opposite side of each 3 3":.0.131"rar's
4-3'x 0.131"nails rafter or truss
i t 11,t,j?arv7nImd roofing nail;stap!e
3 101,box(3"x 0.126");or 36 r'1,"gvzasurn she.3>"ing' palva^rxed. 7 7
4-16d(3'/,"x 0.135");or T.ap plates,`aps at corners and ; t s/•-long, 1`'/•"
17 2 116d common(3,/2"x 0.1G..2„) or F=sre n='t U � g � sr.~eves,Typr k4'or 5
3-10d common(3"x 0.148");or rrptrrsc€ti ors Toe nail ;3"_°0.131"r^ai,r
5
4-10d box(3"x 0.128");or
Roof rafters to ridge,valley or hip rafters 4-3='x 0.131"nails 3 8rl b•ox(211 x V 13'):or
7 or roof rafter 2 8d€onTmon(211,2"x V 31").of
to minimum 2"ridge beam 3-16d box 31/2"x 0.135");or 1 : 1"brace tc>ea<h stud and pa atr 2 10d box(3•'x 0.128");or F,_€e rail
2-10d common(3112"x 0.162");or 2 sta 31cs 13/ , 1, t,
End nail a a.r1a= arp tit,r.r.th•r�rT npr,b7x or 9 n rn d s ark5:'Fir aft k'rrare lilt-prsvcp TI,7 •-I tr;`a""C `c fratrinp ar: he t?r•,i> c�rlrte<t rr;s°;nil
3-10d box(3"x 0.128");OC h,rtrC mi o r,:! 1 ave,,cr t-n,!•r,F.:F`l°tre'9#tti s,Ts shr;,vr:N'=k eI f r shank ! of C 1?7 I,^. h(:t!d C,,r-,rr•rn r.r't,m x>i for st-,1ri.
3-3"x 0.131"nails 3 8d box(2112"x 0.113");or a! er thanO.f t2,r=c>,k urn r.IarAe"tl,a r C 173 irrf,, rid t 3r l.s,fr„= rffi=rt.'i -•'r.:t:r. nr n irc't Irss.
2 8d common(211 "x 0.131");or
19 1"x 6"sheathing to each bearing 2 `0 t i ox(3"x 0.128 ):or Fare 't r1ai1 t,,s1 kola:;.rrr,t6�_.-r=r v'irr:-,r1 r,.�'v;a r?i rrr'u,a.'M1 i"ICl'or
Wall
2 staples."crown, 16,ea.,1'14"long c.I'4a0,,sha I be spaced iTi mo morr trial,6 i•,cf-s or ren'F£':t ar .._ wr,r c.p;,rN a-z Ay Inched cr
k6d common(3'tz" 0.162„) 24'o.c.face rail ARCHITECT
3 8d box(2112"x 0.113'),or d.Ft:!>•.fc-r by R.f•,rd or 4-font by 9-fo,,i pare',sr1a11 bra ar•r•",>t vor;icA1y.
Stud to tud(notat" :r+l:. _ } xndt z x R 21 CMS ARCHITECTURE +
b,x(-„ O.t2 "),or ,8d caTnmon( 1, x 0.131-);or
16-O.C.face ra'l P.Sp,vlrik of la..lr'rtr,r.•r,it r'ud,:d•,i th,t,31,'r ,ria`!br L 4",d or,T,,!r1<:R6 2.3:2).
3"x G.131"nags 3 t rrl box(3"x 1?.t 2R");or
1 r �_"+; r 3 Star l?S 1"crown,16 E 2.,1`dg'Ir ng f.Fcr? ,•,,;r,',,,:,':Y[,nt 5lrn,ai,h,r=!>ir',ar iynd tU Qat.'n errd r r•f trar^,fnr,a"+rE{r3 s 1e x>'t are ,:r•I Ve 01:,,,S,wr`lr, fit rocl a tee:ar!d
Stud to Stud and abll?tt^r c':t!#s at 6`j box(3/2"•0,1_a c+ ,"x rd l t; n3113"sha'I be spaced at ;I'u!hr>s or cuter M*Pre t`ta 0*1ma!e des:�n r.,<rd Gn=Fc''s less ti ah 130-.ph Frd shalt be avaccd 4 inc`rs on DESIGN
12 ct c.€toe.Hall 8'a wi_er s e3tl,ing t€,cash "
ir•t[;rFf.!tting. cc,l-n^rs
3'"x 0.131"naits 20 t',Par` E� Wir3^ e.t!hail t' 8- rare.nail rr,nt:"=N-01"Ie 0",l•llt!,:,'r•J.• Er,Y•in,'sp.r?=d i,`_0 ntp'4 C!great«,bur let•>rh,r 1AI,
'. r` -
(at 16'o c.fare r;i�l t.8d box(211,"x 0.1131 or g.rYps:!>n shalt crn<:.=n to ART",t C13%and sfka1l be rnstallad it acrcrdar-s vs th r-e 2;7.Fi!:a7nri-d 5'trsl+llnti 3t•al'Cnrf,u,nt to 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
3 8d co-m?m(2112'=x 0 131 J,or ASItM C208. phone 917-576-6321 mobile 347-410-4960
Built up f•eyder 2"to 2 heade°ba�i'-r~'/," 1Fd c^mmon(3'I2"r 0.162") 16"n C.ezch e-1pe fare rail 3 1 rd boy,,(1•x D.12R");or , csmith@crosarchitecture.com
( z, h ,',.r my or I:r.rr=,,:".:rn Na,v"5t}r:.ail':En1,p,anx!erir'r•-..31'f,li:=�}.,!<:,rrl r'I•rr s;rrinrnt=•1 by".air,:,,!>nit•R'I'r�r,a t-j rr•r,•ra:{p,,1ntY;r:--r:,at
• 11) r15tiS`ICS 1"GTRwn, i�E!', 1'rq")r'r4' ..
spaCC'r) 161 t rl i ai: r" r,r:thictr!=s 7nly 5pjs rg J'fast;>rars or reef sl'etthi'rg{'drr`e'dr°FS.applie4 to x at+GI Pipes 5`!t:3Clted by s"atTlerg^T1E,T!ber5 and
f bn*.(3 /�"w 0.135") 12"a.c.each c_,�c fact r,. < '
rr><p,,i.cd bl,-k.i„g 9;mn ;rrt of rm,f or flan?sheaf hirg pahpl edpl I,rzr r,nndi'.trlal t�,Ple`>.,,rrr rr,srrU:>t r 1 rr!b>: 7r)rred eppl,tas NOTE:
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
5,81 bax 121 2. x 01131 c,r re;,.•=°-d by c,th.•r orcv-i—r s r.r this-cade.Floor perirrerer shal't,_supriorte3 by fratrinr rrer•he°s o° btrc ki,„- SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION,
DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
11 Continuous headcr to stud 4 8d€omrncn(211 "x 0.131 );or Toe trail i.VA-ere a ra^.ar 1s(as ter at!ic,an ad;>rrtt palalle ce'i=+, 5C r a-Icardanee vrt•1 this t?hcct:I�, p-0vi le lw}.toy o Is o,,vic=_lore tithe t=f°er WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
4 10d box(3"x 0,12B") a"id tor n:*i°:rrcm F11-ce lir,a,i_,<^n,tors p",rtc it a ..crdtr• v<trt t?,,scl'r.':'_,.'!> The tr.t,r,r11•rr thr r>,r !'r,sf,1<=of thr>t alter 041 nr„L:c'
rr'�i:tied.
TABLE R702.3.5 j c'; ill is a unit hH.'!-nr,Rir,t:sl°anlr nail r•°.r."tiny=1s2 sr t-Il r at rr,;it A'-TIM-1r,f 7. SEAL:
RFED a�
MINIMUM THICKNESS AND APPLICATION OF GYr SUrA 13C APT.)AND GYPSU"e1 P�1 f°jF1_f lPontICT5 ,'�� Mill
THICKNESS
OF ORIENTATION MAXIMUM MAXIMUM
GYPSttq+4
OF GYe'SLi%4 SPACING SPACING OF SIZE OF
tea.
BOARD OR OF NAILS FOR
BAAPD OR FASTENERS 410i
APPLICATION GYPSUM FRAMING APPLICATION SHINGLE ROOF ON 3/4' INSULATED t q
GYPSUPA (inches)
PA"Ir't
r'Ah1El MEMBERS TO WOOD SHEATHING ON LVL RAFTERS U
1 3/4"X 9.5"LVL RAFTERS @ 24"o.c.-PROVIDE
Pf{c}r+ttCTs (inches FRAMINGC BRIDGING per R802.8.1 MAX. INNTERVALS OF 8 FEET
PPODUCT;S TO FRAMING o.c.) Nalisa Screwsb LV_RIDGE BEAM-1 3/4"x 11 7/8"
(inches) SCONCE: FULLY SHIELDED �� 021200 O
Application without adhesive
CONTINUOUS ALUM.GUTTER w/ [DARK SKIES COMPLIANT] 0
13 gage'1114" DOWNSPOUTS&LEADERS TO 12 12 F N
long,'s164" DRAIN AWAY FROM
Ceiling Perpendicular 16 7 12 head;0.098" 4
I t FOUNDATIONS 10 2 x 8 CROSS TIES @ 24"o.c, PROJECT:
1114"long,
3 annular- NEW GARAGES
t8
ringed;or4d
Either r coole nail,
Wail 16 $ 16 oflr, Accessory Buildings
direction
/
13/8"long, PENDANTLIGHTS-EXPOSED 2300 ROCKY POINT RD.
7/32"head. CONDUIT&J.B.s ABOVE CROSS-TIES
EAST MARION, NY 11947
13 gage,13/8" cn CV o
w - �
Either healongd;9.09 OVERHEAD GARAGE DOOR TRACKS- 0 w j
Ceiling 16 7 12 head;oA9e' ti HANG FROM STRUCTURE v w BUILDING 6
direction cn Q
Qf Z O
11/4"long, U O O
annular- SECTION
Ceifingrl Perpendicular 24 7 12 ringed;5d
cooler
6"nail, E1.+3" FASTENING
wall 24 8 12 1`/8"long,
0.08 EI.O"
'/2 High R.
Either High Pt.
direction j5/64"head;or SCHEDULE
nail,
0,086" / DATE: Monday, July 14, 2025
Wall Either 16 8 16 rl ll"trr,1 / PROJECT NO: 2501
direction 5/8"long,9132' / DRAWING BY: DK
head. / NEW POURED CONC. FOOTINGS 5"THICK CONCRETE SLAB ON GRAVEL ON
/ COMPACTED GRADE. min.slope 1/8"/ ft.to door CHK BY: CMS
ACCESSORY BUILDING 6 - SECTION C-Cri—
A-350f Scale: 1/4" = 1'-0"
A %i %,V () 0 () 0
2300 Rocky Pt-FILING SET -2025-0713.vwx
1.FOUNDATION GENERAL NOTES 2. CONCRETE NOTES
DOUBLE 2 x 6 END POSTS 1. Codes and Ordinances:
1. Compressive Strength:
Construction shall conform to the latest edition of the International Code Council documents,including,but not limited All concrete shall have a minimum 28-day compressive strength of 3,000 psi and be tested per ASTM C-39
to,the International Building Code end the International Residential Code,all applicable codes and ordinances, specification with a 4"slump for the slab and basement walls.
drawings,and manufacturers'reconmended installation and other specifications.In the event of a discrepancy 2. Aggregate Size:
1/2"GWB ON 2 x 6 WOOD between the plans/specifications and applicable codes and ordinances the more stringent provision shall apply.All Maximum aggregate size shall be 1 W
SIMPSON STHD14-
STUDS @ 16"o.c. UPLIFT STRAP referenced standards,manuals and publications referenced herein shall be the latestedition. 3. Concrete Placement:
1 Od NAILS @ 1.5"D.C.THRU
UPLIFT STRAP-SIMPSON STHD14- 2. Design Codes: All mixing,transportation,placing,and curing of concrete shallcomply with ACI-318,current edition.Do not place
-V
10d NAILS @ 1.5"o.c.THRU ANCHOR BOLT BEYOND STRUCT,SHEATHING INTO STUDS This foundation is designed in acc)rdance with,but not limited to,the latest editions of the International Building Code concrete less than two days priorto a freeze unless protective measures are taken.Concrete shall be placed when
and the International Residential C)de(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
TRUCT.SHEATHING INTO STUDS
3. Permits: specified by the concrete supplier.If ambierittemperatures will reach above sixty degrees Fahrenheit(607),the entire
4 REBAR-MIN.3"COVER FROM UPLIFT STRAP-EMBEDDED INTO 2 x 6 TOP PLATE Owner or owners designated representative shall obtain all required permits. slab surface shall be additionally cured by keeping it wet for a minimum of 72 hours,commencingthe morning after o LU CL
4. Drawings Scope: concrete placement.
OP&SIDES CONIC.14" -SEE FDTN.PLAN FOR
These drawings are intended to stow only structural foundationplans and details.See appropriate drawings from other 4. Concrete Temperature: M
0 LOCATIONS ANCHOR BOLT BEYOND ISSUE DATE Z
disciplines such as architectural,mechanical,plumbing,electrical and civil for the design,location and size of drops, In no case will the placement of concrete having a temperature in excess of ninety degrees Fahrenheit(90°F)be 0 co am) 0 0 :5
GRAVEL DRIVE openings,sleeves,driveways,patios,pools,etc. permitted,
-SLOPE FLOOR 1/8" 5. Verify Dimensions: 5. Calcium Chloride and Fly Ash: REVIEW SET
7-101" FOOT 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 04.15.2025
REVIEW SET 05.02.2025
co UPLIFT STRAP-EMBEDDED INTO
design plans,and contractor shallreport discrepancies to engineer in writing and architect/designer prior to the start of type C fly ash shall be accepted.
SEE FDTN.PLAN FOR CONC.14" - -
construction. 6. Air Entrainment: %INQ SEL 05 0 9.2025
LOCATIONS 6.Contractor Field Verification: In areas subject to freezing conditions,Concrete shall be designed accordingly using air entrainment or other UPDATED 07.14.2025
During construction the contractormay encounterexisting conditions that were unknown during design and vary from appropriate methods,
;0 the plans.The contractor shall notiy the engineer in writing prior to proceeding with the work of all discoveries that 7. Vapor Retarder:
211 varies 2" MH interfere with proper execution of tte work and/or jeopardize the structural integrity of the structure. A minimum 6-mil thick polyethylene vapor retarder sheeting shall be placed directly below the concrete;lap joints a
- 7. Additional Details: minimum of 6"and seal with duct tape or other tape approved for such use by its manufacturer.Vapor retarder shall
SEE METHOD PFH(SINGLE OR If contractor requires additional debils or information not found on the drawings or in the specifications,contractor shall extend to the perimeter formwork and preferably extend 2 feet beyond the perimeter of the foundation.
GRAVEL BASE DOUBLE PORTAL FRAME)ON request this information from enginnr in writing prior to the start of construction. 8. Continuous Pour:
8. Requested Change: Concrete shall be placed in a continuous pour,unless otherwise approved by engineer in writing.In no case shall
2"EPS RIGID INSUL'TN_ 8" DWG.A-202 FOR ADDT'L NOTES Any requested modification to then 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.
CONC.FOUNDATION-I, -'"I mil.VAPOR &NAILING SCHEDULE shall not proceed with requested modifications unless engineer approves requested modifications in writing. 9. Adding Water:
ARRIER 9. Roof drainage: Maximum water added to concrete at the jobsite,without written permission from the concrete supplier,is 1%gallons
CONC.FOOTING- Dwellings shall have a controlled nethod 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
IIIIthe 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.
3" 3" 10. Final Grade Survey: 10. Anchor Bolts:
In order to assure positive drainap 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,
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-1 554 Grade 55 with washers with nuts and shall be
COMPACTED SOIL- 16. Structural Stability During Corstruction: embedded a minimum of 8"into concrete.Anchor bolts shall be spaced a maximum of 4'-0"o c.and located within 12"
The drawings illustrate the complebd 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 doorwaysAnchor bolts shall be coated in
#4 REBAR @ 12"o.c The contractor shall be responsible for all construction means and methods.The contractor,in the proper sequence, accordance with the 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:
6 FOUNDATION DETAIL @ BRACED WALL 7 ELEVATION BRACED WALL Non-shrink grout shall be Medco'Metal Grout"or equal.The grout shall be according toASTM C-109 with a 28-day
F-101f Scale: 1:20 F-101f Scale: 1:20 compressive strength of 7200 psi(fluid)to 10,500 psi(plastic).
3. CONVENTIONAL REINFORCEMENT NOTES
1.Grade:
#3 rebarand smaller shall conform to ASTM A615 Grade 40 or higher,and#4 rebar and 6. Stirrups:
8"X 8"X 3/8"STEEL BASE PLATE 4"DIA.STEEL COLUMN larger shall conform to ASTM A615 Grade 60 or higher and shall be detailed and installed Depths of stirrups for rebar cages shall be beam depth less 7"to allow for minimum
reinforcement concrete coverage(unless noted otherwise).Unless otherwisenoted,
NON SHRINK GROUT perACI-318 latest edition
UPLIFT STRAPS EMBEDDED IN FOUNDATION 2. Coverage: stirrups shall be#3 rebar spaced at 24"on center,
NEW CONCRETE SLAB 1/2"ANCHOR BOLT-MIN.8" WALL-TYP.@ ALL GARAGE DOOR OPENINGS.
The following shall be the minimum reinforcement concrete coverage 7 .Dowels at Foundation Additions:
EMBEDMENT i DET.SHOWS @ DBL.&ADJACENT SINGLE FRAME a)Concrete cast against and permanently exposed to earth 3" In cases where foundation additions are added to existing foundations,deformed
------------------------------7 b)Concrete exposed to earth or weather: reinforcing steel dowels shall be provided and embedded a minimum of 6"into the
No.6 thrcugh No.18 bars............................................................2" existing foundation and secured using an epoxy anchorage adhesive such as the ARCHITECT
LO
adhesives manufactured by Simpson Strong Tie SET or equal and installed per the
No.5 bar W31 or D31 wire,and smaller....................................1/�"
manufacturer's recommendations.The reinforcing dowels shall be lapped a minimum of
;0 3. Chairs 36 bar diameters with the reinforcing for the new foundation.See plans for dowel sizes CMS ARCHITECTURE
and locations.
.17 Rebar chairs for the slab shall be spaced a maximum of 6-0"on center each way such
-------------- - that the reinforcing steel is located 1/3 the distance from the top of the slab. 8 .Flatwork: DESIGN
21 LINE OF SHEATHING �3%11 211 4. Lap: Flatwork such as,but not limited to,driveways,patios,porches and sidewalks shall not
T2-
Continuous reinforcing shall be lapped a minimum of-bar diameters.Splices shall be be doweled into and shall be isolated from the foundation to allow for independent
VARIES: see plan tied at the both ends of the splice. movement. 2505 Bray Avenue, Laurel, NY 11948-1
co I POR BARRIER
-1 5. WeldeJ Wire Fabric: phone 917-576-6321 mobile 347-410-4
C13 Welded wire fabric(WWF)shall be perASTM A185.Where shown on plans WWF shall
be supplied in sheets. csmithftinnsairchitecture.a:
•
EL NOTE:
�V 1 2 ft THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS I
• 5 UPLIFT STRAPS 0 SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTI
- - -R_R_R_F--_ DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPIRE
III
1 -1111 1-1 -101f Scale: 1" V-0" WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
-*TED SOIL
SEAL
#4 REBARC-C
QED q
A201f
51'-3"
4 POST FOOTING DETAIL
F-101f Scale: 1:20
DOOR JAMB BEYOND tP
CONC.APRON MIN.5%PITCH
GRAVEL DRIVE EXPANSION JOINT FILLER
SLOPE FLOOR 1/8"
2'0"
/FOOT
(P
co k
OF IN
GRAVEL BASE-
0 j PROJECT
2-EPSR'I�' 11116 INS6LI
:T
10
ICONC.FOUNDATION
,,,_,,,,_„
-- -------------------------------- ----------------------------
6 mil.VAPOR BARRIER
--------------------- NEW GA RAGE
00
__CONC.FOOTING 3"
Accessory Buildinc
IIII III
11 51
#4 REBAR @ 2" . . 1 E 2300 ROCKY POINT RI
COMPACTED SOIL C?
T 0
EAST MARION, NY 1194
0
3 GARAGE ENTRY FOUNDATION DETAIL
0_
F-101f Scale: 1:20 0 B U I L D I N G
LEVEL CURB: EL.+10"
SLOPE FLOOR 1/8"
(n
NEW ELECTRICAL PANEL VERIFY
TOTAL SERVICE AMPERAGE
F O U N D A T
FOOTIO
2'-0" FOOTING
-f7M7T7rM7rrrr PLAN & DET !
18" FOUNDATION WALL LIPL FT STRAPS EMBEDDED IN FOUNDATION WALL
CDIIII TYP CAL @ ALL GARAGE DOOR OPENINGS
CONIC.FOUNFAT-ROIN'
6
DATE: Monday, July 14, 2025
0 2" V.1 0".L 16-T 1'10'
PROJECT NO: 2501
BARRIER 1AV, I 8--T V-9 V L 3 2
III
UJ 2"EPS RIGID INS6L'TN 10
6 mil.VAPOR
Z 16-7 DRAWING BY: DK
1IT T
0
0 5 GRAVEL CHK BY: CMS
COMPACTED SOIL
LL_ J
CONIC.FOOTING -----------------
----------------------- - ----------
-----------
#4 REBI"' -
1fi -
1 60
2-2- 16'-3" 2'-5 8'-3" 2'-5" 164"
T 49'-11 T T 1 01 MG (
2 GARAGE FOUNDATION - SIDE WALLS FOUNDATION PLAN - BLDG.6 0 3 1 0 ft 2300 Rocky Pt-FILING SET -2025-0713
F-101f Scale: 1:20 F-10 1 f Scale: 1/4" = 1 1-011