HomeMy WebLinkAbout52188-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
G0 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#: 52188 Date: 08/18/2025
Permission is hereby granted to:
Theodore Vallas
7723 loth Ave
Brooklyn, NY 11228
To:
Garage#4
Construct accessory garage (building#4) at existing single family dwelling as applied for..
Premises Located at:
2300 Rocky Point Rd, East Marion, NY 11939
SCTM#31.-2-9.1
Pursuant to application dated 08/18/2025 and approved by the Building Inspector.
To expire on 08/18/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $1,091.50
CO Accessory Structure $100.00
Total S1,191.50
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 I'At ://'W' W.Souiio�l o���q: ,Lo
Date Received
QErr
For Office Use Only
MAY ' & 0 t
G�PERMIT NO. �Co Building Ins,pector; ,,,,
Applications and forms must be filled out in their entirety. Incomplete 1" I , of Merit
applications will not be accepted. Where the Applicant is not the owner,an o `Caa
Owner's Authorization form(Page 2)shall be completed.
Date:May 13, 2025
OWNER(S)OF PROPERTY:
Name:Sarantos Vallas SCTM # 1000-31-02-9.1
Project Address:2300 Rocky Point Road, East Marion, 11939
Phone#:1-347-496-7228 Email:SandyVallas@yahoo.com
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@optonline.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:1st Quality Construction Corp. Owner--Angel B AQlmendares
Mailing Address:34 Leonard Ave. Freeport, NY 11520
Phone#:347-496-7228 1 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 19No Will excess fill be removed from premises? ❑Yes El No
1
PROPERTY INFORMATION
Existing use of property: �1w� Intended use of property:
Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to
Q _ ict
4 this property? ❑Yes 15Ao 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): 5AA,kN105 V &ili,_A5 ❑Authorized Agent ,40wner
Signature of Appliwcanl ' _ Date: 11 L I Z a Zf
STATE OF NEW YORK)
SS:
COUNTY OF I�TK�
o V A ,�lifi"S being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the W rqc
(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 ..
� L
1 day of A 20 z
Notary Public
FN;OTA;RY
ER AµAI : ._ .
18A6106502W YOBK IN KINGS COUNTY
(Where the applicant is not the oaN EXPIRES MARCH 8,2028
m.
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
DRAWING INDEX
.. ..... .... .
. . . .. .....
1 PROJECT NAME ACCESSORY GARAGE BUILDING ,:.
T-000 DRAWING INDEX , PLOT PLAN, PROJECT DATA, tip... .
2 PROJECT LOCATION 2300 ROCKY POINT ROAD °r CODE /ZONING COMPLIANCE,VIEWS =`
TOWN OF EAST MARION � ,��Q,o<
,y
SUFFOLK COUNTY, NEW YORK 11947
A-001 SITE PLAN, ZONING CALCULATIONS W
3 PROJECT DESCRIPTION NEW HOUSE Rat,"ofi vlf1rerel ,e,
° of l;>,n t'car c ISSUE DATE o in211
o a
` A-101 CONSTRUCTION PLAN , ROOF PLAN
4 TAX MAP 1000-031.00-02.00-009.001 REVIEW SET 04.15.2025
n
C` � REVIEW SET 05.02.2025
5 ZONING DISTRICT AGRICULTURAL PROTECTION APZ Or S 25 ...„ A-201 REFLECTED CEILING / FRAMING PLAN & DETAILS 50
C�li 1.t'`f',I'!�.'II}y of l•.: 4 «if l<
A-202 BRACED WALL DETAILS & SUMMARY REPORT UPDATED 07.14.2025
6 FILING REPRESENTATIVE DR. DOMINIC MORREALE dr.dommorreale@opton[ine.net '��
7 ARCHITECT: CMS ARCHITECTURE&DESIGN, PC A-300 EXTERIOR ELEVATION - FRONT & LEFT SIDE
l,.,=,t P.rt<ari=,rf I�>s=Czlr,trit � t •s
2505 BRAY AVENUE I:,. , ,gin r ter rtr.fy
LAUREL, NY11948-1669 , ' A-350 BUILDING SECTION , FASTENER SCHEDULE & NOTES
TEL: 917-576-6321
8 OCCUPANCY GROUP: ACCESSORY GARAGE BUILDING c"
F-101 FOUNDATION PLAN, DETAILS & NOTES
9 LOT SIZE: 116,392.32 S.F. 2.672 ACRES DO NOT F^OCED IIr'ITN
10 PROPOSED FLOOR AREA: ' L`; OCCUPANCY OR FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
1st FLOOR: 1,933 SF rI 'D'`"` '' HAS BEEN AF-PrCVEr,
USE IS l
FUL
'11 CONSTRUCTION CLASS TYPE V-B •~ WITHOUT CERTIFICATE
L�f-,�.„�,-.I���Ii�I;"��`` :� `�:. ,�`'
12 RISK CATEGROY II ,F <' Or OCCUPAKdTM. 1000-031 .00-02.00-009.001
13 WIND DESIGN DATA WIND SPEED: 120 MPH
WIND IMPORTANCE FACTOR: 1.0
rsum ai JNI^Nt ovld SSti°' _ !616�6 - APPROVED AS NOTED
ODC9,_
14 SEISMIC DESIGN DATA DESIGN CATEGORY-ZONE 3 A �F# l�I A� �CdNl�l'tISVS'( DATE: �S• �' B.P.# �� ARCHITECT
IMPORTANCE FACTOR: 1.0 ___ I �— ?
FETAR-i 6 T ORM WATER RUNOFF Ss �� � Jz FEE// /.6V BY: �� CMS ARCHITECTURE +
Ss =0.197876 Si=0.0548947 FURSU/'NT TO CHAPTER 236 Sb �����"��p�N�IIN�BbARD NOTIFY BUILDING DEPARTMENTAT DESIGN
15 SNOW LOAD DESIGN DATA GROUND SNOW LOAD Pg =25 PSF CF THE TOWN CODE. sbAdMdhTR0STEtS'} 631-765-1802 6AMTO4PM FOR THE
IMPORTANCE FACTOR: 1.0
_myt.kb'; FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
— S b�1�15C FOR POURED CONCRETE phone 917-576-6321 mobile 347-410-4960
4-. hting
ZONING & BUILDING CODE COMPLIANCE .iced or �. {Cv 2• IN 1Gi-j-FRAMING& L csmith@crosarchitecture.com
} SilL1yT{GN NOTE:
Onfo�n 4. FINAL-CONSTRUCTION MUST THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
r ' All exfe , r l>< htm SOLE PROPERTY OF THE ARCHITECT AND DESIGNER,NO REPRODUCTION,
SITE DATA: �nStalied t' B`COMPLETE FOR C.O. DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
>r laced or �. ,'" ".te a ALQUMM ALL CONSTRUCTION SHALL MEET THE WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
repaired shal�conforrra
p ;r. ~ : REQUIREMENTS OF THE CODES OF NEW
AREA OF SITE:126,860 SQ.FT=2.912 ACRES
to Chapter 172 YORK STATE. NOT RESPONSIBLE FOR
ZONING USE DISTRICT: RESDIENTIAL R-40 of the Town Code "ES!GN OR CONSTRUCTON ERRORS SEAL:
ZONING RESTRICTIONS FOR ACCESSORY BUILDINGS: Gj Q�ER MlaChq�'1
SIDE YARD SETBACK: REQUIRED:25' PROVIDED:48'-4"
REAR YARD SETBACK: REQUIRED:25' PROPOSED:25'
MAXIMUM HEIGHT OF BUILDINGS: 22'SLOPED PROPOSED: 15-0"MAX.
MAXIMUM INDIVIDUAL ACCESSORY<_3%TOTAL SITE AREA-SEE PLANS FOR COMPLIANCE CALCULATIONS
TAX MAP NUMBER: 01000-031.00-02.00-009.001 <' "'" K 'Po
> �r
CLIMATE ZONE 4 02120 O
w'• "4
PLANTING HARDINESS ZONE 71D > OF N
WIND DESIGN DATA:WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 ,��"�.-...- ._-...._..: :` _. .._.._....•.x:`.° . ._._...�''""�`......w-�°'`"`�... .-.�`"°. �--""-.,--°'"'��-`-'— �. . ..."�. `' `� . .... `.> .�:.. ._.,_._........._.��
GROUND SNOW LOAD Pg=25 PSF IMPORTANCE FACTOR 1.0 m � .w PROJECT:
PROPOSED CONSTRUCTION: , ' „ m m `. .:.µ_` .:._:' .. :: .. `.__ _ ._� NEW GARAGES
�NEW WOOD FRAME ACCESSORY GARAGE-6 BUILDINGS IN TOTAL.UN-CONDITIONED SPACE[NO ENERGY CODE
H
Accessory c e s s oy Buildings
i I d i g
:.
COMPLIANCE REQUIRED. W \•
r n s
I. 2300 ROCKY POINT RD.
CODE: gj
AS PER THE RESIDENTIAL CODE OF NEW YORK STATE,LATEST EDITION[2020] _ '' ` " " a ; i" .F ;.,' EAST MAR I O N NY 11947
(BASED ON IRC 2018 EDITION WAMENDMENTS)
CONSTRUCTON CLASS TYPE V-B ��a.,- ..• 8 y ' <.
OCCUPANCY CLASSIFICATION: B U I L D I N G 4
EXISTING SINGLE FAMILY HOUSE w/ACCESSORY BUILDINGS-NO CHANGE
1.a. VIEWS , NOTES ,
LOCATION MAP
w�. .xr c.a+uu...,.--..„..fir w..«..� e..�>•"" ! 3: .; '$. ..
DATE: Monday, July 14> 2025
/�°' a J f< /J//,O' f> �,.>'�,Fee> e•' / /f fR>.. � � �� � f` - _ f f` / //` ,+' f f'�
f ,,✓ / Ff,(' / .<"<, ..: / .,+�• !'!/ ,%'F f , PROJECT NO: 2501
DRAWING BY: DK
CHK BY: CMS
� � ^,,,. ��.f'' �� �.'''> �>! � %`/ Ate...=• �,/1,,.'°' ,,f` /'` < � �r l '�'`j' fie° f>�� `f
le
'',. `// ,.•'`' f '` �f >./ "`° y yf• "� '.>`� "`_ ,f 1. ,/` r' /J/,f / <�' ,9//"J
�.''� ..f �` f� f,/ ,ram
✓d
2300 Rocky Pt-COVER-2025-0509.vwx
2300 ROCKY POINT ROAD ACCESSORY GARAGES - DOOR SCHEDULE - BUILDING # 4 17
IF
Code Location TYP Ouantity xH Finish Thick
192"x 84" Metal Sectional Door w/toplights Black Glazina Comments
e Material me Type Frame Finish Hardware Nntp-
104b Building 4 Garage door-double
13/4" Wood Painted Overhead Track to follow rafter slope Stockton Long 8 Wayne Dalton Classic Steel Model
4 XF.
lite Window 8300 Vertcal Long Panel
ROOF CONSTRUCTION: 6. WHEN CEILINC JOISTS ARE ISNTALLED PARALLEL TO GABLE WALLS,INSTALL 2X4
3. ALL RAFTERS SHALL BE 2X6 SPF#2 @ 16"O.C.@ UP TO 12FT HORIZONTAL SPAN FOR
(8FT)STRONG-BACKS BUTTED INTO GABLE FACE AND ALONG TOP OF CEILING JOIST
U.N.O.ROOF FRAMING SHALL CONFORM TO FOLLOWING NOTES: 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" MEMBERS. ATrACH WITH(3)8D NAILS TO GABLE AND OVERLAPPED CEILING
1. ALL ROOF TRUSSES SHALL BE INSTALLED PER THE ROOF TRUSS MANUFACTURER'S O.C.WITH MINIMUM 3/4"OSB SHEATHING AND UNDERLAYMENT PER R905.2.2 OR JOISTS. (D <
202515. M CD U)INSTALLATION DIRECTIVES AND WTCA/BCSI GUIDELINES. ALL CONNECTIONS, AS DIRECTED PER THE COVERING MANUFACTURER'S SPECIFICATIONS. ALL RAFTERS 7. CEILING JOIST INSTALLED PARALLEL TO RAFTERS SHALL BE"SISTERED"TO RAFTERS 0 2
3z
INCLUDING UPLIFT,ARE THE TRUSS MANUFACTURER'S RESPONSIBILITY U.N.O.. 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 ISSUE DATE
WHEN TRUSS MANUFACTURER'S DO NOT PROVIDE THE REQUIRED CONNECTORS IT INSTALLED IN ALIGNMENT AT OPPOSING SIDES OF RIDGE HIP,VALLEY ETC U.N.O. CANNOT BE"SSTERED"AND A KNEE-WALL IS USED,RAFTERS MUST BE TIED BACK 0 U) M: 0 0 :5
IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE E.O.R.FOR DIRECTIVES. A REFERENCE TABLE R602.3(1)FOR RAFTER AND COLLAR WE CONNECTIONS.COLLAR TO THE CEILING,JOISTS USING 2X4 ANGLE RAFTER TIES @ 48"O.C.MAX OR EVERY REVIEW SET 04. x
MINIMUM OF(1)SIMPSON H2.5A CLIP IS RECOMMENDED AT EACH END OF TIES SHALL CONSIST OF 2X6 SP/SPF#2 APPLIED @ 1/3 H OF ROOF HEIGHT BELOW 3RD RAFTER. REVIEW SET 05.02.2025—
COMMON TRUSSES. ALL RIDGES@ 48"O.C.OR EVERY 3RD RAFTER. VAULTED CEILINGS REQUIRE
SPECIAL COLLAR TIE DETAILS OR STRUCTURAL RIDGE BEAMS. SEE FIGURE R802.5.1 8. AT VAULTED ROOF,INSTALL 6'-0"LONG CS-16 OR EQUIVALENT STRAP AT 4'-0"ON %ING SEL_05t,09.2025 111z'11z
z-s
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. UPDATED 0 7.14.2 0 2��5 �
MEMBERS SHALL BE TIED DOWN WITH METAL FASTENERS AS FOLLOWS: BE SPLICED OVER HOG BRACES IN OVERLAP FORM. xx
9. AT ROOF RAFTER TO STRUCTURAL RIDGE BEAM OR LEDGER CONNECTION,PROVIDE
A) STICK FRAME RAFTERS EXCEEDING 10'IN LENGTH MEASURED HORIZONTAL 4. ALL HIPS,VALLEYS AND RIDGE MEMBERS ARE TO BE MINIMUM 2XI0 SPF#2 U.N.O. SIMPSON SLOPED HANGER OR A36 ON EACH SIDE.
SPAN AND ALL OTHER ROOF UNENCLOSED AREAS SUCH AS PORCHES USE
SIMPSON H2.5A CLIPS EVERY 48"O.C.OR AT EVERY 3RD RAFTER TO FASTEN 5. GABLE END WALLS MUST BE BRACED PARALLEL TO RIDGES WITH 2X6 DIAGONAL 10. WHERE RIDGE 3EAMS ARE SUPPORTED BY STRUT,INSTALL A34 CLIP AT STRUT TO
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.
B) ALL LOWER ENDS OF VALLEY/HIP MEMBERS WHICH BEAR ON TOP PLATE USE BRACES SHALL BE APPLIED AT 45*TO APPROXIMATE MID-HEIGHT OF GABLE
SIMPSON HCP OR EQUIVALENT CONNECTION. FRAMING TO BEAR ON(2)2X6 HOG BRACE. 11. AT DOUBLE RA:TERS,PROVIDE RAFTER TIE AND COLLAR TIE ON EACH SIDE OF THE
RAFTERS.
ih
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ARCHITECT
C? CMS ARCHITECTURE +
DESIGN
2505 Bray Avenue, Laurel, NY 11948-1669
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 ARCHITECTANO DESIGNER NO REPRODUCTION,
L DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
LIE WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
NEVI SHINGLE ROOF ON 3/4" INSULATED SEAL: RED
ROOF PLAN BLDGA SHEATHING [R-3.6 MIN.]ON LVIL RAFTERS
F==
A-10 1 d Scale: 3/16" = 1'-0" OL
60 ft
C-C
A201d
76-11"
6-2%" 9'.2" 9'-2" 9'-2" 9'-6"
9'-2" 9'-2" 9'-2" 6'-2%"
'VeNN of021200
Kl;:N
0
GFI i GFI GFI GFI GFI GFI GFI GFI
NOTE:ALL RECEPTACLES TO BE GFI's @ 48"A.F.F. UNLESS OTHERWISE NOTED PROJECT:
I a
N EW GARAGES
- -------------------------Q------------------------------------------------------------------ Accessory Buildings
00
2300 ROCKY POINT RD.
E EAST MARION, NY 11947
0
2 S 0
4
C14 a)A301 :;T 0- A301
0
NEW ELECTRICALIPANEL-VERIFY Cn TOTAL SERVICE AMPERAGE \V BUILDING 4
--------E]T ------------ FLOOR P L A N
K —————————————————————1 ————————————————————-- ————————————————————
WALL CONSTRU .VINYL SIDING ON
1/2"SHEATHING 1, 2 x 6 STUDS @ 24" I I I I I I o.c.w/GWB INTERIOR FINISH ROOF C L A N
104b DATE: Monday, July 14, 2025
PROJECT NO: 2501
DRAWING BY: DK
Mai ipll CHK BY: CMS
2'-9 '16-0" 24" 16'-0" 2'-8" 16-0" 1 2.4" 1 16-0" 2'-9y2'.
T T T T T
NOTE:ALL EXTERIOR DIMENSIONS TO SHEATHING ALL INTERIOR DIMENSIONS TO STUDS
FLOOR PLAN BLDGA Aml 01 n00
A-10 1 d Scale: 3/16" = I'-0"
L F IF==
0 60 ft 2300 Rocky Pt-FILING SET -2025-0713.vwx
ZONING ANALYSIS 7:. s..<::..>..:.:.
2300 ROCKY POINT ROAD - TOWN of EAST MARION
x;.
TAX MAP NUMBER: 01000-031.00-02.00-009.001 '` p
R-40 RESIDENTIAL [per Map]
Minimum Lot size: 40,000 SF
F
Actual Lot Size: 116,392.32 sf 2.672 Acres
Req Ir d Is Ing ro ose o o (L
Lot Width 150 ft. 164 ft. 164 ft. m �, U)
N/F SUFFOLK COUNTY WATER AUTHORITY S09\U+ooB008'00"E Lot Depth 175 ft. 387 ft. 387 ft. ISSUE DATE 0 2 `°
373.89 o in = c� o g
Front Yard 50 ft. 40 ft. 40 ft.
Side Yard 15 ft. 18 ft. *** 25 ft. REVIEW SET 04.15,2025
XXI
d s? 30N3H 70 ,9 "W Side Yard Total 35 ft. 50 ft. 50 ft. REVIEW SET 05.02.2025
0
ouw.LL - - - - - - - - - - - - - - - - - - -` - - - Side Yard -Accessory Bldg 25 ft. 18ft. 25 ft. F INGSE 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 \ \ Livable Floor Area 850 sf min.
\ \ Building Footprints
INew Accessory Garages 14,038 sf
\ - Existing Houses -VERIFY ± 2,457 sf 2,457 sf
\ Z Existing Garage 877 sf 877 sf
BLDG.6 1,249 SF y Boat House
w I y Sheds
2 I PRAVELDRIVE \ ('L TOTAL BUILDING FOOTPRINTS 3,334 sf 16 495 sf
N► \ 2 2 PORCH & Decks 750 sf 750 sf
.. y Walkways & Landings 387 sf 387 sf
Exist. Asphalt Driveway2,839 sf, 2,839 sf
OTotal: Impermeable Surfaces
Lot size 116
392 sf 1 16 392 sf
W \ y Z Max. Lot Coverage 20% 6.28% 17.59%
`n Landscaped area 25/0 9 09 sf
\n
3360 SF LANDSCAPEDAREAILAWN 9 2y Maximum Height -sloped roof 35 ft. 15 ft. *** 22 ft.
Maximum Height- Flat roof 25 ft. 15 ft. *** 16 ft.
\ J
I ! \ *** Indicates Requirements for Accessory Buildings on Lots > 80,000 sf
\ ROP SE ARAG ' 1 $ 0 Y 0 D FRAME CONSTRUCTION ARCHITECT
I GRAVEL pRIVE:.' Q 1,933 sf/ 116,392.32 [lot size] = 1.661 % coverage CMS ARCHITECTURE +
I
N BLDG.12,529.SF T�
� n DESIGN
z _ \
2505 Bray Avenue, Laurel, NY 1 1 948-1 669
�..
(L � - � \ � phone 917-576-6321 mobile 347-410-4960
(n BLDG.2 N � csmith@crosarchitecture.com
Q U I 3,360 SF o p : NOTE:
r, THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
G� LL v� 2 O v SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,
O J O O DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P C,
.�_ v� \
_ x Z Jcj� ELEC. .0RAVELORIVE. N v SEAL: ,t ED A
O M.ETER:.: : . —
�. Q�EVA M1QI y y/�►
I 112°. QP(`Z` RELOCATE EXIST.ELECTRIC METER-VERIFY w/UTILITY CO. � ���p '�1
LL� GLl a �- 2 cis
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N OQo o
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N/F LOUISA
£ Zz! - N/F 2021 PHILIPPCU PANAGOPOULOS �` �-
�'� o N y
FAMILY TRUST N08\U+00B030'00"W �120�
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PROJECT:
,b'b5 w
v NEW GARAGES
w
1 Story U-
} o Frame Residence C6 W U Accessory Buildings
w aW ;�
#23°° ❑o N 2300 ROCKY POINT RD.
z = _> ❑a W
g I� EAST MARION, NY 11947
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0 9'Zl ¢ �ONB� 'l'0 9 1bJ. o
(A 19'-Y„ BUILDING 4
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2424.12' SITE OF"" L A N
21031B BONING
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O ND 1J�
LL� Blb'J
BON1H 70 .t7 3lOd DATE: Monday, July 14, 2025
164.43 N08\U+OOB030'00"W 'Il" PROJECT NO: 2501
DRAWING BY: DK
CHK BY: CMS
ROCKY POINT RD
SITE PLAN - BLDGA 0 100 200 300 400ft
A-00 I d Scale: (" = 301-011 2300 Rocky Pt-FILING SET -2025-0713.vwx
------------
3/4"Sheathing
71
:..
LVL Rafter
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 s
MINIMUM SPECIFICATIONS: THE FOLLOWING:
1. ALL STRUCTURAL WOOD WORK SHALL BE DONE IN ACCORDANCE WITH THE
9 PENETRATIONS IN WOOD SILLS OR PLATES OF BEARING OR SHEAR WALLS SHALL BE
PROVISIONS OF THE 2024 NCBC. APPLICATION Fb(psi) Fc(psi)-PARA. Fc(psi)-PERP. E(ksQ
� PLACED IN THE CENTER AND SHALL BE NO GREATER IN DIAMETER THAN 1/3 THE
GIRDER/BEAMS(2.OE LVL) 2900 3200 750 2000
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
Simpson Rafter Tie UNLESS OTHERWISE NOTED ON PLANS. ALL WOOD WILL HAVE A MAXIMUM GIRDER/BEAMS(2.OE PARALLAM PSL) 29Uj
00 2900 625 2000 BORED"ONLY"IF PLATES ARE CONSIDERED CUT AND ADEQUATE REINFORCEMENT n n
MOISTURE CONTENT OF 19%AT TIME OF USE AND SURFACE DRY-GREEN. COLUMNS(1.8E PARALLAM PSL) 2500 2500 545 1800 IS PROVIDED.
co
U
Model H 1.8 LSL RIMBOARD(1.3E TIMBERSTRAND LSL) 1700 1835 710 1300 10. CUTTING,BORING,OR NOTCHING OF GIRDERS,BEAMS,JOISTS AND OTHER [O 2 c O
JOISTS AND RAFTERS PF#2 STRUCTURAL ELEMENTS SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF ISSUE DATE o U) _ 0 o 'g
POSTS,BEAMS AND HEADERS PF#2 THE ENGINEER UNLESS SPECIFICALLY DETAILED ON THESE DOCUMENTS.
STUDS,BLOCKINGS,LIGHT FRAMING AND MISC. `_PF#2 5. PLYWOOD SHEATHING OR OSB SHEATHING:
WALL PLATES PF#2
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 REVIEW SET 04.15.2025
WITH THE APPROPRIATE GRADE AND APA TRADEMARK AND SHALL MEET THE THAN BOLT DIAMETER. METAL WASHERS SHALL BE PROVIDED FOR ALL HEAD AND REVIEW SET 05.02.2025
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.
D O PRESSURE TREATED(P.T.)JOIST,BEAMS AND POSTS ;P#2 VOLUNTARY PRODUCT STANDARDS PS-1(PLYWOOD)OR PS-2(OSB). LUMBER SHALL BE SEALED AND TREATED. F ING SET, 0 .09.2025
c 0 SI/ IT 12. ALL BOLTS AND SCREWS SHALL BE TIGHTENED AT THE TIME OF ERECTION AND UPDATED 07.14,2025.
3. GLUE-LAMINATED BEAMS(GLB)SHALL BE IN ACCORDANCE WITH ANAC n190.1
AND ASTM D3737. CONTINUOUS IN-PLANT INSPECTION PER 2022 NI/ ROOF 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
BARRIER SHEATHINGS REQUIRED. MAKE THE BOLTS INACCESSIBLE.
REQUIREMENTS PERFORMED BY A CERTIFIED INSPECTOR IS REQUIRED FOR Al
NEW GLB LARGER THAN 5 1/8X18 OR FOR SPANS GREATER THAN 32 FEET. AT 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,AVD 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
FABRICATED WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLAN. PANEL SHALL BE 24" JOISTS.
SIMPLE SPAN BEAM 21FV4 WALL 7/16 INCH APA STRUCT 1,INTERIOR WITH EXTERIOR 14. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS OR RAFTERS OVER ALL SUPPORTS.
GLUE. (4 PLY MIN.)
10 8D Nails @each Anchor CANTILEVER AND CONTINUOUS BEAM 2IFV8 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.
A)PRESSURE TREATED D.F.SHALL BE AWPA STAMPED. AMMONIACAL COPPER 16. LIGHT GAUGE FRAMING HARDWARE AND HOLDOWN HARDWARE SHALL BE
SIMPLE SPAN BEAM-PORT ORFORD CEDAR 22F-V/POC2
Top Plate: 2-2x 6-typical U.O.N. QUAT(ACQ),COPPER BORON AZOLE(CBA),OR BORATE TREATED AWPA SIMPSON STRONG-TIE IN ACCORDANCE WITH CATALOGUE C-C-2024.SIMILAR
STANDARD U1,MINIMUM 0.40 INCH. PENETRATION INCISED. PRODUCTS WITH ICC VALUES EXCEEDING THOSE PUBLISHED FOR SIMPSON
CANTILEVER AND CONTINUOUS BEAM-PORT 22F-V/POC1
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
1/2"Sheathing SIMPLE SPAN BEAM-ALASKAYELLOW CEDAR 2)F-V13 NAPHTHENATE(2%COPPER AS METAL). ON RECORD FOR APPROVAL 10 WORKING DAY PRIOR TO INSTALLATION.
CANTILEVER AND CONTINUOUS BEAM-ALASKA YELLOW CEDAR 2)F-V12 C) USE HOT DIPPED GALVANIZED HARDWARE PER ASTM A153 OR STAINLESS
STEEL OR SILICON BRONZ OR COPPER MATERIAL,IE. BOLTS,NAIL,ETC.FOR 17. PROVIDE FULL-DEPTH SOLID BLOCKING OR OTHER MEANS OF LATERAL SUPPORT AT
2 - U P L I FT AN C H O RS @RAFTERS B) ALL GLUE LAMINATED TIMBER(GLU-LAM)IS TO MEET THE FOLLOWING ALL ATTACHMENT TO ACQ OR CBA TREATED MEMBERS. (NCBC 2304.10.5) ENDS OF BEARING POINTS OF ALL JOISTS,RAFTERS,BEAMS AND HEADERS,AND AT
MINIMUM SPECIFICATIONS: INTERMEDIATE INTERVALS NOT TO EXCEED 8'-0".
A-20 I d Scale: 2" i'-O" 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
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.
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 IDEASAND 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: �ED q/.�{�'
M1
C-C
2 A350d
A201 9 1/4" LVL RAFTERS @ 24"o.c. A301 PENDANT LIGHTS w/EXPOSED CONDUIT FEEDS co to
91 3/4"" LVL RIDGEcc
U =
N.�
�21200 yk
J I F OF N
io
I PROJECT:
NEW GARAGES
Accessory Buildings
2300 ROCKY POINT RD.
A301 EAST MARION, NY 11947
co
2
A301 BUILDING 4
RCP / FRAMING
PLAN / SECTION
\ -- DATE: Monday, July 14, 2025
- PROJECT N0: 2501
HEADEF�3-LVL 1.8 X 11.75 CZ_X 8.� �V�-E'.A34A3H__ HEADER:3-LVL 1.8 X 11.75 ��Af X 8.f 1VI-C .A3QA3H DRAWING BY: DK
20'-011 ---18'-6" 18'-6" 20'-011
CHK BY: CMS
WEATHERPROOF SCONCES-FULLY
SHIELDED [DARK-SKIES COMPLIANT[
RCP FRAMING PLAN - BL G.4
A-20 I d Scale: 3/16" = I'-0" 0 60 ft
A301 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
...........
A
7
CMS Architecture+Design,PC
Builder/Designer EXTENT CIF HEADER WITH SINGLE PO
-Alli
Home/Building Plan Name Accessory Garage-Building 4 PONY WALL
Development Address 2300 Rocky Point Road East Marion,NY FINISHED WIDTH OF OPENING WHERE
Code BASED ON 2018 IRC 2'MIN. -18'MAX. REQUIRED
e.
PER PLANS
SDC(Seismic Design Category) 1-2 FAMILY A-C . . . . . .
...................
Wind Speed <=120 mph
Wind Exposure Category EXPOSURE B PONJWALL TENSION
CD
<
NO APPLICABIL
Cripple Wall DETAIL 17
Total Number of Stories I STORY HEIGHT IF STRAP PER
Mean Roof Height less than 30 ft. YES 0
(OPP. SIDE OF ISSUE DATE 0
0 V) 0 0 <
SHEATHING)
REVIEW SET 04.15.2025
L
. . . . . . . . . . . . . .
7 . . . REVIEW SET 05.02.2025
WALL LINE ELEVATION VIEW CONTINUOUS WOOD HEADER MIN. 3"X1 1
%ING SEL —0 9.2025
� X
("ITH 1#2"SPACER ON BACKSIDE)
UPDATED 67.141025
SHEATHING TO HEADER: 8D COMMON
IF NO PONY WALL ABOVE
BI PFH-OBL PORTAL FRAME B2 PFH-SIN11 E PORTAL B334 PFH-SINGLE PORTAL BS PFH-DFAL POR7A]FRAN".B6
FRAME FRAKT 4AILS(0.131"x2.5")INTO HEADER IN 3"O.C. HEADER, CENTER CS20,
Total Wall Line Length: 77'0" TOTAL
:;RID PATTERN AS SHOWN CSHP20 OR LSTA21 TENSION
WALL BRACING-FRONT WALL @ GARAGE DOORS WALL
STRAP PER DETAIL 17 AT
HEIGHT 2 ROWS 16D SINKER NAILS (0.148"x3.25")AT
BOTTOM OF HEADER(ON
WALL LINE PLAN VIEW 12'MAX. 3"O.C.
OPPOSITE SIDE OF
BI B2 B334 B5 B6 • KING STUD TO HEADER: 6-16D SINKER SHEATHING)
NAILS(0.1148"x3.25") TYPICAL PORTAL
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing
HEADER TO JACK STUD TENSION STRAP PER CONSTRUCTION
1st Story 2 PF-H 0.76 3.8 Exempt Exempt 3.8 24 Compliant DETAIL 17 ON BOTH SIDES OF OPENING,
HEIGHT(H) IF NEEDED, SHEATHING
10'MAX. OPPOSITE SIDE OF SHEATHING SPLICE MUST OCCUR
Furthest Distance to Adjacent BWL 25' 0" WITHIN 24"OF WALL
Roof Eave to Ridge Height 6 feet MIN. DOUBLE 2X END POSTS MID-HEIGHTAND PANEL . . .
Wall Line Length 77- 0" LENGTH (L; : FULL-HEIGHT WSP EDGES SHALL BE BLOCKED
\\-
Gypsum Included NUMBER OF JACK (SEE DETAIL 20)
Blocking Included
7 . SHEATHING(3/8"MIN, STUDS PER CODE
7/16"TYR)
Wall Line Wall Story Bracing Segment Adjacent Opening Qualified Nails Tension Hold Down FULL-HEIGHT
Segment Height Height Method Length Segment Tie 8D COMMON NAILS KING STUD
Height
B1 9. 10, PF-H 2-9" 7-0" 4 3"/3"grid 3,725 3,500 (0.131"x2.5")AT 3"O.C. (BOTH ENDSSPACING INTO ALL OF HEADER)
B2 91 10, PF-H 2'0" 7-0" 4 3"/3"grid 3,725 3,500 FRAMING MEMBERS
B3 9. 10, PF-H V15" 7-0" 4 373"grid 3,225 3,500 (2)STHD14
DOUBLE 2X SILL LSTHD8 1#2"MIN. END ARCHITECT
B4 9. 10, PF-H 1'6" 7-0" 4 3"/3"grid 3,225 3,500 DISTANCE
B5 9. 10, PF-H 2'0" 7-0" 4 3"/3"grid 3,725 3,500 0 0 14 518"x8"TITEN HD WITH BPS 5/8-3 (TYR) 0 0 CMS ARCHITECTURE +
IBEARING PLATE(SHOWN)OR 0
B6 9. 10, PF-H 2'9" 7'0" 4 373"grid 3,725 3,500 9 9 5/8" DIAM.ANCHOR BOLT(MIN. 7" ? ? DESIGN
0 0 EMBEDMENT)WITH STANDARD- 0 0
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, CUT WASHER AND BPS 5/8-3 10�
the side with no PF-HD needs to show the detail for a min. 1,0001b HD to restrain the post on that side. 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
phone 917-576-6321 mobile 347-410-4960
WALL LINE ELEVATION VIEW METHOD PFH (SINGLE OR DOUBLE PORTAL FRAME) csmith@cmsarchitecture.com
NOTE: SEE FOUNDATION PLANS FOR LOCATIONS OF ALL EMBEDDED UPLIFT STRAPS 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.
6D COMMON NAILS
(0.113"x2")(U.N.O.);
BI _132 - SEAL: vkED A
cS_VV3P 1 sided 6'EDGE, 12' FIELD SEE DETAIL 21 FOR
Total Wall Line Length: 25'0" I
O.C. SPACING
CONNECTION TO M1
WALL BRACING-SIDE WALLS 8D COMMON NAILS FLOOR/CEILING
(0.131"x2 1#2") FRAMING ABOVE;1
WALL LINE PLAN VIEW REQUIRED FOR REFER TO PLANS FOR 951 I 'AP
V
B1 B2 STUDS SPACED AT 24" ROOF FRAMING/ROOF 11Z
O.C. OR ULT WIND BLOCKING XCONNECTION 0 X
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing SPEEDS GREATER
Line Method Factors Amount Factors Amount Bracing Bracing Status THAN: 140 MPH(EXP REQUIREMENTS (P
1st Story B CS-WSP 0.76 6.65 Exempt Exempt 6.65 14.5 Compliant B) 3#8"MIN. WSP
115 MPH(EXP C)
110 MPH (EXP D) SHEATHING ON ALL 120
Furthest Distance to Adjacent BWL 25' 0" BREATHABLE
Roof Eave to Ridge Height 6 feet 2X BLOCKING ATALL HEIGHT SURFACES OF BRACED OF N
Wall Line Length 25' 0" HORIZONTAL JOINTS OF (H) WALL LINE(7#16"OSB
Gypsum Included BRACING MATERIAL OR 15#32" PLYWOOD
Blocking Included TYPICAL UNO
(U.N.O.j(SEE DETAIL 20); , . . .) PROJECT:
Wall Line Wall Story Bracing Segment Adjacent Qualified Tension
Opening Segment Nails Tie Hold Down
MAYBE OMITTED PER SHEATHING OPPOSITE
Segment Height Height Method Length Height PLANS IF BRACING SIDE OF BRACING
131 91 10, CS-WSP 4-0" 4 6712" AMCUNT IS DOUBLED MATERIAL: NEW ����� ES
1#2"MIN. GYPSUM WALL
B2 91 10, GB-Is8ft 21'0" 10.5 7"/7" 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.
WALL LINE ELEVATION VIEW O.C. FOR STUDS
CONNECT BOTTOM SPACED
PLATE TO OR NAILED PER IRC EAST MARION, NY 11947
TABLE R702.3.5;
FOUNDATION OR
I 2 B3 MAY BE OMITTED PER
CBS-WSP GB-B 1 sided CS--WSP FRAMING BELOW IN ACCORDANCE WITH . . . . .. . . . . PLANS IF BRACING BUILDING 4
Total Wall Line Length: 77'0" DETAIL 21 AMOUNT IS
J Length (L) INCREASED BY 1.4
WALL LINE PLAN VIEW 7 BRACED WALL
BI B2 B3 METHOD CS-WSP
WALL BRACING-REAR WALL DETAILS &
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing
Line Method Factors Amount Factors Amount Bracing Bracing Status
REPORT
1st Story 1 CS-WSP 0.78 6.82 Exempt Exempt 6.82 42.5 Compliant
Furthest Distance to Adjacent BWL 25- 0" DATE: Monday, July 14, 2025
Roof Eave to Ridge Height 7 feet PROJECT NO: 2501
Wall Line Length 77- 0" DRAWING BY: DK
Gypsum Included CHK BY: CMS
Blocking Included
Wall Line Wall Story Bracing Segment Adjacent s
Qualified Tension
Opening Segment Height Height Method Length Segment Nails Tie Hold Down
Height
B1 8. 91 CS-WSP 4-0" 4 6712" 0 0
B2 81 91 GB-Is8ft 69-0" 34.5 7/7 A
B3 81 91 CS-WSP 4'0" 4 6"/12"
2300 Rocky Pt-FILING SET -2025-0713.vwx
NEW WALL CONSTRUCTION:VINYL SIDING ON NEW WALL CONSTRUCTION:VINYL SIDING ON
1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" 1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" 12 ''
o.c.w/1/2"GWB INT. FINISH o.c.w/1/2"GWB INT, FINISH12
;.. .'
10
J
i \ CL Q a
w
io
c> U
:m
co
ISSUE DATE o _ .0 o a
REVIEW SET 04.15.2025
REVIEW SET 05.02.2025
F
o ING SE 05,09.2025
Q' UPDATED 07.14.2025
r;
------------------------------------------------------------
5 N- BLDG. 5 - ELEVATION - NODT,H , loft 4 S - B 4 - E A I N - S o loftft lo
A-301 d Scale: 1/4" = I'-0" A-301 d Scale. 1/4" — I -0
NEW WALL CONSTRUCTION:VINYL SIDING ON NEW SHINGLE ROOF ON INSULATED SHEATHING CONTINUOUS ALUM.GUTTER w/DOWNSPOUTS&
1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" [R-6 MIN.]ON LVL RAFTERS LEADERS TO DRAIN AWAY FROM FOUNDATIONS
o,c.w/1/2"GWB INT.FINISH
I.
:
:
L_ ARCHITECT
CMS_..
I
I
I
'
ARCHITECTURE +
_
:
' I ] DESIGN
T 71
�
r
Bray Avenue, Laurel, NY 11948 1669
250
I :
,
-_ -- -- EAVE phone 917-576-6321 mobile 347-410-4960
EI.+7'-9" 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: ��,�AEG'
IS., Ea Ml�y�
o F
1st Floor
- .874" _�„� "♦
4 W BLDG. 4 ELEVATION - WES 10 20 30 40 50 60ft OF N�C�
A-301 d Scale: 1/4" = 1'-0"
PROJECT:
:. . .... . ..... .. .:. - - NEW SHINGLE ROOF ON INSULATED SHEATHING - - NEW ARAGES
- - - _ _ .._ .............._::.....
R 6 MIN. ON LVL RAFTERS . ' _ ..� :; -.... .... _..
,. . ...... ... ........... ..:. :. :..
. .................................. .......... ............:.....
.
77
R
UCTION-VINYL VINYL SIDING ON
. .....•... ..._ - Accessory Buildings
TTERw DOWNSPOUTS
&
ALUM:Gl1 _. .._./_ _ .
1/2 Fwl
N 2 x 6 WOOD STUDSSPLAH BLOCKS 70 DRAIN AWAY FROM FOUNDATIONS2300 ROCKY POINT o.c. T,FINISH - - - - - .
-
,
EAST ON, NY 11947
_ -
EAVE
EEEE EE EE EEEE EEEE EEg goo EEEE FEEE EEg
J 77 [777E EEEE EE EE EEEE ELEVATIONS
EEEE EEgE EDE1DEEE — EEEE EE/ E E �EE 000E 000E -T ��� EEEE EEEE EE E E \EE EEEE
Ij \\IF- BUILDING 4
0
PROJECT NO a 2501 ly 14, 2025
1st Floor DRAWING BY: DK
CHK BY: CMS
/ /
/
' /J �' / /.�' !;`� /J;' ,.t !J•' ,;,� J/ J`/;' ,' JJ///i f,'' !J, ',, ,J.' J f/. �J/ 0 0
4 E- BLD . 4' A I O - A �, 1a 20 30 40 ft
A-301 d Scale: 1/4" = i'-0" 2300 Rocky Pt-FILING SET -2025-0713.vwx
TABLE R602.3(1)
FASTENING SCHEDULE
16d corn non f3`{." 0.162") 1 ra'D.c.face earl t^,cr d stt.tctural{*,ne�ls,subfloor,roof and interior w.ili sheathing to framing and particleboard ur t't sheathing to
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION framing
OF FASTENER°,b•` 12 To late to top plate "
p P I Old box(3" 0.128");or (see Table R602.3f3)for wri% d structuraf palm=-I exterior s°,/!sheathing to�a n. framing)
Roof 12-o.c.face mail r>;.. .
3" 0.131°stalls
6d common(2" z 0,113")nail : .
4-8d box 21/ x 0.113" or g Fare nail an t acts side,of end
ro
8 .6d c cmmon(3 1," 0.162'1:or (subfl,ar,aPalfs
ceiling i or rafter 3-8d common 2112"x 0.131";or jolrt 30 3/;"..» 1/." Rd common(2'd "u n 131" nail 6 1 1
Blocking between col ng)o joists s ( ) °2.16d tc:x f3 1, x 13 z ) "
1 Toe nail 0, 5 ),or
•:.;.:. ;.....:.� H� w�::�.�A�..o,.:;�:;*....<��:��:.� .��«���
to top plate 3-10d box(3"x 0.128");or 13 Double top plate spllEe r f x (minimum 24-lap splice (roof);or RSRS 01 (21/r"x 0.113'")nail
12 10d be ,,3' 0.128'):cr w
3-3"x 0.131"nails g �,: length each (roof's m °� t5 °n' a
2 _ 0 131'nails o re,
side ox end Joint) a, U)
4-8d box(21/2"x 0.113");or 8d common nail(2'd,"x 0.131");or 0° co
1 x 16d common(3`/z"x 0.162") 16"o.c.face raa€I 31 ' /::"-» '" a 6 12^ ISSUE DATE o _ 'C) 03 za
2 Ceiling joists to top plate 3-8d common(2 /2" 0.131");or Per joist,toe nail Bottom gslat:r to joist,rim joist,bandjaist RSF.S•01;(e. !�"x 0 113")nail(r0o°� �
3-10d box(3"x 0.128");or REVIEW SET 04.15.2025
14 or 16rf box(3'fi°x o.1s5";:o° 10d common(3"x 0.14r,")nail:or
13"x 0.131"nails bfoclaing(riot at tn.'.::::r € ,: , r,:r 3"y 0.131 12"ox.face nail 32 111,-• 1'd,t Fd(2'd�' x 0.131"']dceormc^d nail
" 6 12 REVIEW SET 05.02.2025
"^a��s ,
Ceiling joist not attached to parallel 4-10d box(3"x 0.128");or F i ING SE 059.2.0025
3 rafter,laps over partitions(sce`Ser-tinr, 3-16d common(31/2"x 0.162");or Face nail Bo-:cm plate to joist,rim joist,band joist 3-'Ed box(3 6y"x 0.135"):0- 3 each I(`o.c face nail Other wail sheathings
R202 _'and Tlhir,a-n2,5,2) 4-3"x 0.131"nails
15 or 2 '•6d common(3'Jz"h 0.162");a^ 2 racy 116"a.c.fare nail UPDATED 07.14.2025
�
burl toga,*•I' .' f_, .,dl r,',,r, � 3"x 0.131"riot's 4 eerie 16"o.c.face Wait ad "structural cellulosic fiberboard ,t�='%g'''�anized roDf,ng rai`,
Ceiling Joist attached to parallel rafter 33 "ad~':'<•-lilt,or 1`ds'long 16 ga. 3 6
4 (heel joint)(see tit;tart rd:ir':y„.2 and atalr'i` {)7".' Face nail e Pd box(2l/,t'x 0.113 );or sheathing
srafrie v,�`tA al,,"or t"rrate'°s
re,.o•n r:2} 3.16d bnx f,3t1,"x 0.135"):or
TP .c;0 ,
4 8d crimmon f2'/_"x 0'31");or Toe n,ar' lade (t l=<ranized roofing rail,ells,°
l7,"strurta.ral ce lulD s'c
Collar tie to rafter,face nail or 1114"x 20 4-10d box(3"x 0.128");or 411:3d bnx(3"x 0,128"):or 34 r., head'! -", ,ar 1'd "fF3ng 16 g,3. 3 6
#iberbaard s eitht'*g
5 ga.ridge strap to 3-10d common(3"x 0.148");or Face nail each rafter 16, 4 3`x C.131"nails staple with 7/1.'or 1'crown
T:�fr or bntt0tta plats to stud
rafter 4-3"x 0.131"nails
3 15d box:(311•"x 0.135");or t'/rmgalvanized roofing r^afr;star"e
3 16d box nails(31/ "x 0.135");or 2 toe Halls on one Side and 1 2 :rd rrmr tD {;'r:"x 0.i r,2");or 35 /:"pyostwsn<hpmmng" gaIV'Inire 7 7
L"d nail
3 1 Dd common nails(3"x 0.148");or too nail 3 "7r3 h nx(3"x,:.128"),or
?'/,-Inng; 1,1/,1"screws,Type W of S
6 Rafter or roof truss to plate 4-10d box(3"x 0.128");or on opposite side of each 3 3"x 0.131"r:a,is t a
4-3"x 0.131"nails rafter or truss' dA"ga?veanized roofing rail;sta1�'e
'nd box Q`x 0.125");sit 36 `'tR'pv'os'urn sheathine:`' g llvi nized 7 7
4-16d(31d2"x o.13S");or 17 Tor+platr; lam at'corrcars and 2 "6f ccsmrerrn f3'9,"�n.1Cr2"):r,t Pace nail 1s "long, 1`'f'�"screws,Ty'pr W or 1,3-10d common(3"x 0.148");or t^tors,ctians 3 3"�0.131"riifs
4-10d box(3"x 0.128");or Toe Hall
Roof rafters to ridge,valley or hip rafters 4-3"x 0.131"nails 3 8d br x 2112"x 0 1 131 or
7 or roof rafter 2 8d cornn'r n f2',t,,"Y n 1311 or
3-16d box 3'/ x 0.135");or '16 1"ttrace to ea:h sold and prole x Q"x 0 12"'):or face Wait
to minimum 2"ridge beam 2„ 2 1od bo
2-16d common(31/2„x 0,162"),or End nail 2 staples 13/,l" a.N Os.,n =t,crh.ra e ,r r,t"7%n f r eras r. gryar• s VvCV t.•„at a•:!,r,rr t,f'rna'<e':txlr I *! i'4 .cd lot trarr,i= an shratl••Igv,cn-rn,,triryrrs s'ratl
3-10d box(3"x 0.128");or f"wv r€7tir')-I avte,axc bind;rf Ye°d sb r-i;+tt^s a':shcwr:W)s,i for sf•ank f. ref C 1 riZ in F•rzDd tp>„rnr:, n:" h<r I.3-3"x0.131"nails 38dbrx1'2r/,=° wn1131cr :Sa"erthann,1; nt',Grafaatf.xr enffran E1T7krh w'd1:re,`k,ifrr orC°<12irr'tarless,
2 8d ea T'.rn(2t/s,"=0 t31');or
let V:x 6"slae,sthi�g,to ea:h bcaring Face halt t:. �;a ra tr,,.wse q ;re a• fi,t=:�a r i r r:r t ',<,•t rt.h or
Wall 4
2 suif.ie s. x crown,115 ga.,13/s"Irnt c.h,0,:ha I be afacnr?al re,+t y.,re e•a,an G incl,pC tar•cr=-,'^r al al: :r•: he, c.l-an:a-ia AR rnthvs e,?,V111rr,
'==6d r_rarnmon(3'/2",,(i 162"1 24"o e,face r,c;l
r7i x r �,r s �, e' Fce:r-fr.:a°by Ca.krht or 4•fr.n°tfy?•root g:rre a 5°aall l:e rfg:liec a,pr".i,a»,r,.
E Stud to slur}(oat at'. <:':r:,y,; . ,,i , 3 1 to. f2 d7 0 •1's ); r
a0d box(Y*0.1�8");or 3 Pd cos-mcn(21/,"x 0.`31 );or ARCHITECT
16"a.c.face r,a,l - t^.c:,,<iei r,.f f�<tr4r,=:r-r:rt r''i.si,•,a•r,th.:,t;,Elr�°ta�1 t,r i fer^f:*r:T'a',1�-RY'L".' z"•�.
3", 0.131"nits 31 Did box 0"x0.128");or CMS ARCHITECTURE +
f.vcr:• r: : .:tool shecaFrranr;at:arlied;n eaL"e pi,r!=r,nr traryi^r ar,r!to'nfs,=^n®d:a'r'.,:.,, av t'y:n dF.:rr'e;s of rpcl acf;y;arid
3 r.t ;•1r,s, <_,rrav,,.a 1��+a..1`/ "leng g
#fa box(3'/ "r 0.135" c r a - :,Haile shall be spated at 6 inrFrs or cn-atnr rche,e t`,=_�k",re drpip-,ivi,,d s:7cr, r ice,tl^r,13,-,,rnv, and xhxl be^;,ar.d,1 iris he,.nn
Stud to sold and abf.r:..t:�g stud-at � )� 1<"D r.'facts no+1 ¢'.x E` �-tnd vsd;�er=,:ar=athin,g t0 ea�.lr ,
r 3" CA 31"rails 20 V`ir3nr th na 1"�� F ace nail rer.igr whxrix the tiftir*mte destrnch,^ sliced is mp'r w greaten but leis that 1^4S r,g•h. DESIGN
9 irte>secting corners brat r g
(at 1,e,4:i:d'",I f'::,, -) x „ 1 G"D.C.face r. 4a 8d b x(2 i1 'x 0 113'),or .GY'f;:i she att trp sh al'e n ^r^r to a; f f 3",an{shots b:. n=^ells.:§re,arer.,i,ir:c a ra G9 253,fitrWr f:7a"I;'re,;t,rir shMi enrlrrtT to
16d common(3 /z"' 0.1r5, ) a'I
3 8d common(2'12"x 0 t 31"),or ASTR1 Cz'»a 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
16d common(3`/x"x n.162") 16"o-each edge farce nia i 3 "tart box(3"-0.12R*');or
>3€ifft uR lYeader(2"i 2'tae:�dC r w'yt� /_" h.Snaring,r_.f f,rsteri r'.,r:n fl we,;g caihing g.rnct rd e,ag=I*firs t f pant e,§ x s.€ir,;,r,ire d f./r^ail rt rni rrt=«rs and l rrr nire=f blot kite and at hone 917-576-6321 mobile 347-410-4960
10 star le=,. t"crown,I x g.a.,1�/r"tan» f ni ,er lwaair=;€my Spa-_,rg,,t,'fa^:ta ners or,rrrr sheafhi r one+crf as a. its to nand e,i re Io orted by r>arn rr merrbrrs,anti P
spacer) 16i laox(3' :" 0.135,.) g f r pp" r.n
1 12"a.c°each edge face as csmith@crosarchitecture.com
re,Ttrir¢rt i:.-i::tii>r� t:•ott re ar rcnf c,r r'r,r;"stir rtF,rr p.:r„!r Ar-e fr-t-r,-,t-af=r!"t',r r.;ern re,rrr,.(,ors re,•:^-)rot bN t,rc*vir7nd e<rr^,t a,
(,=/a"x0,113' rPg01sd by o`.her airo0-,.ior,5 of;his cod-.Flo ss Fie-muter sF al'be,-.upp,)rted by fr,.rrlrp rrrrnhr>K or '-t t lr�tking, NOTE:
58dfcx �' ),rr
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT R EP RE SENTS,REMAI N S THE
11 Cor'tinLi'DUS f Lader to;tvd 4 ed cornmen f2'/;'x 0121 ),or Toe nail €.VA'ere a ta+<er n fa"terre to an adi,rerrt g:=ra>ir^'tr l rig to-,at it,aresrd:r^a:e v.ili 1f'•i;sthrdule,P,ovido two tvo nails on one side 0 tFe raftrr SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,
4 101 bait(3"$0.128") and toe nails frr_rr.the,cell ngIws1.to top pate it ar„rrdar:t with Iris 5r„hedule.The toe ralI on the Cpomite aide of the rartur shaft not be DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
rugtarrc re,, WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P C.
j.RSR,Of i:,,t Re,>cf Sfira'l,nc Rrrt,Sl•ank nail mc. vl�ng,the spv ihtra r ir,it ASTN1 Ft bf,,T
TABLE R702.3.5 SEAL: ��p�ED ARC
MINIMUM THICKNESS AND APPLICATION OF GYPSUF'?BOARD AND GYPSUM PANEL PRODOCT5
THICKNESS
ORIENTATION MAXIMUM
OF OF GYPSU?.4 SPACING MAXIMUM SIZE OF SHING-E ROOF ON 3/4" INSULATED PD N
�.
rvl Su SPACING OF SHEATHING ON LVL RAFTERS
130ARfa OR OF FASTENERS NAILS FOR 1 3/4"X 9.5"LVL RAFTERS 24"o.c.-PROVIDE e�►, -"
S01Al?D OR @ _
APPLICATION taYPS€lAR FRAMING APPLICATION BRIDGING per R802.8.1 MAX. INNTERVALS OF 8 FEET � U
GYPSUM PANEL MEMBERS (inches) TO WOOD p
LVL RIDGE BEAM-1 3l4"x 11 7/8"
PANEL PRODUCTS
Nails
PI t3C1UCT5 (inches FRAMING Q`
PRODUCTST5 TO FRAMING o.c.) a Screwsb SCONCE:FULLY SHIELDED
(inches)
Application without adhesive CONTINUOUS ALUM. GUTTER w/ 12DARK SKIES COMPLIANT] �)� o212O� yO
pp DOWNSPOUTS&LEADERS TO 12
13 gage,1'd4' DRAIN AWAY FROM 4 C N
a long,19/64" FOUNDATIONS 10 2 x 8 CROSS TIES @ 24"o.c.
Ceiling Perpendicular 16 7 12 head;0,008"
PROJECT:
,ng tang, NEW GARAGES
s annular-
/8 ringed;ar4d
cooler nail, v Either
Wall 16 8 16 0,0801, Accessory Buildings
direction PENDANT LIGHTS-EXPOSED
13/8„long CONDUIT&J.B.sABOVE CROSS TIES �, _ 2300 ROCKY POINT RD.
71 "head LU C C?32 .
LL1 O rn
13 gage,13tu' OVERHEAD GARAGE DOOR TRACKS- c/) w F_ Q EAST MARI O N, NY 11947
Either long,''/f,4" HANG FROM STRUCTURE O 0 w
Ceiliflg 16 7 12 head;0.0�)B" o o BUILDING 4
direction
t yi:5; f flY,
11/4"long,
annular- SECTION
Cettingrl Perpendicular 24 7 12 ringed;5d El.-3" E1.0"
cooler nail, High Pt. High Pt. FA" STENING
'/2 0,086"
Either /
Wall direction 24 8 12 15/1 fang. SCHEDULE
/
t5 ,4 head;or
d nail, /
DATE: Monday, July 14, 2025
Wail
hither 16 8 t16f}ari trr,1 / POURED PROJECT NO: 2501
/
direction `/R"long,0J32" / NEW PRED CONC. FOOTINGS 5"THICK CONCRETE SLAB ON GRAVEL ON DRAWING BY: DK
COMPACTED GRADE.min.slope 1/8"/ ft.to door
head. CHK BY: CMS
/
ACCESSORY BUILDING 6 - SECTION C-C
A-350d Scale: 1/4" = I '-0"
2300 Rocky Pt-FILING SET -2025-0713.vwx
4"DIA.STEEL COLUMN
M
8"X 8"X 3/8"STEEL BASE PLATE 1.FOUNDATION GENERAL NOTES 2. CONCRETE NOTES 3. CONVENTIONAL REINFORCEMENT NOTES W,
a
NON SHRINK GROUT 1, Codes and Ordinances: 1. Compressive Strength: 1.Grade:
Construction shall conform to the latest edition of the International Code Council documents,including,but not limited All concrete shallhave 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
... -r: . ':
NEW CONCRETE SLAB 1/2"ANCHOR BOLT-MIN.8"
EMBEDMENT to,the International Building Code and the International Residential Code,all applicable codes and ordinances, specification witha 4"slump for the slab and basement walls. larger shall conform to ASTM A615 Grade 60 or higher and shall be detailed and installed
drawings,and manufacturers'recommended installation and other specifications.In the event of a discrepancy 2. Aggregate SiL per AC 1-318 latest edition
between the plans/specifications and applicable codes and ordinances the more stringent provision shall apply.All Maximum aggregate size shall be 1 X? 2. Coverage:
T.*�Ln referenced standards,manuals and publications referenced herein shall be the latestedition. 3, Concrete Plamment: The following shall be the minimum reinforcement concrete coverage ..................
2. Design Codes:
All mixing,transrortation,placing,and curing of concrete shallcomply with ACI318,current edition.Do not place a)Concrete cast against and permanently exposed to earth 3"
This foundation is designed in accordance with,but not limited to,the latest editions of the International Building Code concrete less thai two days priorto a freeze unless protective measures are taken.Concrete shall be placed when b)Concrete exposed to earth or weather:
&:
and the International Residential Code(if applicable)and other applicable codes and standards. temperatures areat a minimum of forty degrees Fahrenheit(407)and rising unlessprotective measures are taken as No.6 through No.18 bars............................................................2
3. Permits: specified by the concrete supplier.If ambienttemperatures will reach above sixty degrees Fahrenheit(607),the entire No.5 bar,W31 or D31 wire,and smaller....................................1 1/2" CL LU
4. Drawings Scope:
Owner or owner's designated representative shall obtain all required permits. slab surface shal be additionally cured by keeping it wet for a minimum of 72 hours,commencingthe morning after -ca GEL Z5 am) (L
- Z <
concrete placement. 3. Chairs: 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 ISSUE DATE 0 3:2 1 0 z
I FOR BARRIER 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(907)be that the reinforcing steel is located 1/3 the distance from the top of the slab. �73 0 0
openings,sleeves,driveways,patios,pools,etc. permitted. 4. Lap: REVIEW SET 04.15.2025
5. Verify Dimensions: 5. Calcium ChloIide 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 chlorideor 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
Cji VEL design plans,and contractor shallreport discrepancies to engineer in writing and architect/designer prior to the start of type C fly ash shall be accepted. 5, Welded Wire Fabric: FAING SEL-05-09.2025
construction. 6. Air Entrainmett: Welded wire fabric(WWF)shall be per ASTM A185.Where shown on plans WWF shall
6.Contractor Field Verification: In areas subject b freezing conditions,concrete shall be designed accordingly using air entrainment or other be supplied in sheets. �UPDATED 67.14.2025�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 Retard(r: 6. Stirrups:
III interfere with proper execution of the work and/or jeopardize the structural integrity of the structure. Aminimum 6-mil thick 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 REBAR E-E 7. Additional Details: minimum of 6'and seal with duct tape or other tape approved for such use by its manufacturer.Vapor retarder shall reinforcement concrete coverage(unless noted otherwise).Unless otherwisenoted,
If contractor requires additional details or information not found on the drawings or in the specifications,contractor shall extend to the permeter 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 be placed in a continuous pour,unless otherwise approved by engineer in writing.In no case shall In cases where foundation additions are added to existing foundations,deformed
4 POST FOOTING DETAIL Any requested modification to these drawings and/or specifications shall be submitted to engineer in writing.Contractor adjacent concrete be placed more than 30 minutes apart in order to prevent the formation of a cold joint. reinforcing steel dowels shall be provided and embedded a minimum of 6"into the
shall not proceed with requested modifications unless engineer approves requested modifications in writing. 9. Adding Water existing foundation and secured using an epoxy anchorage adhesive such as the
F-1 01 d Scale: 1:20 DOOR JAMB BEYOND 9. Roof drainage: Maximum water added to concrete at the jobsite,without written permission from the concrete supplier,is 1%gallons adhesives manufactured by Simpson Strong Tie SET or equal and installed per the
CONC.APRON MIN.5%PITCH 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
GRAVEL DRIVE /I EXPANSION JOINT FILLER the ground surface at least 5 feet from foundation walls or to a subsurface drainage system. added shall be allected from each driver and retained by contractor. 36 bar diameters with the reinforcing for the new foundation.See plans for dowel sizes
SLOPE FLOOR 1/8" 10. Final Grade Survey: 10. Anchor Botts: and locations.
Z-O" /FOOT In order to assure positive drainage away from the foundation,a licensed land surveyor shall perform a final grade Anchor bolts shal be a minimum of 1/2"diameter x 10"long J-bolt o rapproved equal, 8 .Flatwork:
V survey prior to occupancy.Drainage elevations and direction should be noted on the document. minimum two J-b)lts 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
16, Structural Stability During Construction: embedded a minmum 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 mch plate section.Anchor bolts shall not be placed in doorwaysAnchor 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 3rout:
00 Non-shrink groutshall be Medco"Metal Grout"or equal.The grout shall be according to ASTM C-109 with a 28-day
compressive streigth of 7200 psi(fluid)to 10,500 psi(plastic),
Z�s
GRAVEL
- DOUBLE 2 x 6 END POSTS
EL BASE
2"EPS RIGID INSUL'TN V
CONC.FOUNDATION
1/2"GWB ON 2 x 6 WOOD
6 mil.VAPOR BARRIER Q� UPLIFT STRAP-SIMPSON STHD14-
I I IN I STUDS @±16"D.C.
I I I I�I I I I 1 1. UPLIFT STRAP-SIMPSON STHD14- 10d NAILS @ 1.5"D.C.THRU IN FOUNDATION
-CONC.FOOTING T' 10d NAILS @ 1.5" THRU ANCHOR BOLT BEYOND STRUCT.SHEATHING INTO STUDS UPLIFT STRAPS EMBEDDED
STRUCT SHEATHING INTO STUDS WALL-TYP.@ ALL GARAGE DOOR OPENINGS.
R� -III- DET SHOWS @ DBL.&ADJACENT SINGLE FRAME
#4 REBAR ic)12" 2 x:6 TOP PLATE ARCHITECT
COMPACTED SOIL 4 REBAR-MIN.3"COVER FROM UPLIFT STRAP-EMBEDDED INTO
T OP&SIDES CONIC.14" -SEE FDTN.PLAN FOR
CMS ARCHITECTURE +
F STRAP IMPSON STHD 1 4-
' S
'T
ON STHD 1 4-
RU I
To STUDS
D S
D.C.0 C.THRU
P U S
UPLIFT
Od NAILS
S @ 1
STRU CT SHEATHING INTO STUDS
D
_M . ,COV OM
4 REBAR IN 3 ER FRI
LOCATIONS ANCHOR BOLT BEYOND
00
3 GARAGE ENTRY FOUNDATION DETAIL GRAVEL DRIVE
SLOPE FLOOR 1/8" DESIGN
21-011 1
F-101d Scale: 1:20 /FOOT
ITL--------------
LEVEL CURB: EL.+10" UPLIFT STRAP-EMBEDDED INTO
�3 YT2
LINE OF SHEATHING 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
SLOPE FLOOR 1/8" CONC.14" -SEE FDTN.PLAN FOR 2-
LOCATIONS phone 917-676-6321 mobile 347-410-4960
FOOT VARIES:s�� csmith@cmsarchitecture.com
A? L
Co 7 9 2' varies2" MIN.
THNOTE:IS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION,
CA- 11 11 SEE METHOD PFH(SINGLE OR 2 ft DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
GRAVE E 5 UPLIFT STRAPS 0 1 WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
DOUBLE PORTAL FRAME)ON -011 R
2.,EPS,R'161b 1N'SUL7N F-101d Scale: 1 1'
1111 DWG.A-202 FOR ADDT'L NOTES
CONC.FOUNDATICINI CONC.FOUNDATION- IT111.VAPOR &NAILING SCHEDULE
lift SEAL: ARc-I I I I-1111 - ARRIER
LU 2"EPS RIGID INSOL'TN CONC.FOOTING------
LJ
0 6 mil.VAPOR
Z 1111 1 1 3' 3"
COMPACTED SOIL 8" 1 PARRIER
0
0
]1 1111 111 #5 GRAVEL C#
CONC.FOOTING
COMPACTED SOIL-
t
#4 REB"� #4 REBAR @ 12"D.C. T 0 4
6 FOUNDATION DETAIL @ BRACED WALL 7 ELEVATION BRACED WALL (P
C-C
- 2 GARAGE FOUNDATION - SIDE WALLS A201d 0)
F-101d Scale: 1:20 78'-2' N
7- 7
2 i
NEW GARAGES
Accessory Buildings
76'-10"
2300 ROCKY POINT RD.
2
EAST MARION NY 11947
C? BUILDING 4
2'-0"FOOTING
C1`1
FOUNDATION
8"FOUNDATION WALL
P L A N & D E T S .
UPLIFT STRAPS EMBEDDED IN FOUNDATION WALL-
TYPICAL @ ALL GARAGE DOOR OPENINGS
DATE: ond , Ju
6 LEVEL CURB: EL. +7" r5
F101 �3 BETWEEN DOORS I\F�01 PROJECT NO:ay 2501 ly 14, 2025
DRAWING BY: DK
r 16'-7
3% . 121 '211 16'-6Y2" 3 1-4 16'-7" 2'-81�' 16--7 1-4 'Ll
2" 1 1 - i % CHK BY: CMS
----------- ------- ------------------1 ------- ------ ---------------- -----------------
I i -
r.
ih-
2'-5" 16'-3" 2'-0" 16-Y 3'-0' 1 6'-Y 1'2'-0"T 16-T 2'-5" 1 0 1AM UA01,
T T T T T
FOUNDATION PLAN - BLDGA it F-10 1 d Scale: 3/16" = 1'4' 0 0 2300 Rocky Pt-FILING SET -2025-0713.vwx
5' ft