HomeMy WebLinkAbout52185-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#: 52185 Date: 08/18/2025
Permission is hereby granted to:
Theodore Vallas
7723 10th Ave
Brooklyn, NY 11228
To:
Garage# 1
Construct accessory garage (building#1) 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 01/08/2025 and approved by the Building Inspector.
To expire on 09/18/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $1,805.00
CO Accessory Structure $100.00
Total $1,905.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y Telephone (631) 765-1802 Fax(631) 11ttDS:HwNvw.southo1dtgLw
oufoldtorU,
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO.QA Building Inspector. '0l Sal
w
Applications and forms must be filled out in their entirety. Incomplete
u
applications will not be accepted. Where the Applicant is not the owner,an a 4
Owners Authorization form(Page 2)shall be completed.
Date:May 13, 2025
OWNER(S)OF PROPERTY:
Name:Sarantos Vallas scrM#so00-31-02-9.1
Project Address:2300 Rocky Point Road, East Marion, 11939
Phone#:1-347-496-7228 =mail: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.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: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 ONO
1
PROPERTY INFORMATION
Intended use ofproperty:
Existing use of property: �,I �4,=-
Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to
Q — 40 1 this property? ❑Yes IF YES, PROVIDE A COPY.
The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): 5AA,*0105 �f �l lrks ❑Authorized Agent ,40wner
Signature of Appllcan . _ Date: �l I Za Lf
STATE OF NEW YORK)
SS:
COUNTYOF
VA I.1-*/ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
Q W l
(S)he is the 4i
(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
161%day of 120
Notary Public
Av i I A -AM
NOTARY PUBLIC, STATE OF NEW YORK
N0. 01 STATE
� ALIFIED IN KINDS OUNTY
(Where the applicant is not the p u� EMISSION 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 Owners Name
2
LOCATION MAP
PROJECT DATA DRAWING INDEX 4
1 PROJECT NAME ACCESSORY GARAGE BUILDING a.
T-000 DRAWING INDEX , PLOT PLAN, PROJECT DATA,
2 PROJECT LOCATION 2300 ROCKY POINT ROAD CODE /ZONING COMPLIANCE,VIEWS
TOWN OF EAST MARION T.
0_
SUFFOLK COUNTY, NEW YORK 11947 <
-P ce
A-001 SITE PLAN, ZONING CALCULATIONS
:
: .9 C)
of i ISSUE DATE 0 z
0
0 co 0 0 <
3 PROJECT DESCRIPTION NEW HOUSE X
A-1 01 CONSTRUCTION PLAN , DOOR & WINDOW SCHEDULES A-1 02 ROOF PLAN & ROOF CONSTRUCTION _REVIEW SET REVIEW SET 004.15.2025
5.02.2025
4 TAX MAP 1000-031.00-02.00-009-001 N NOTES
Or (2
5 ZONING DISTRICT AGRICULTURAL PROTECTION APZ l i UPDATED 07.114.2025", Od
A-201 REFLECTED CEILING / FRAMING PLAN & DETAILS
6 FILING REPRESENTATIVE DR. DOMINIC MORREALE dr.dommorreale@optonline.net A-202 BRACED WALL DETAILS & SUMMARY REPORT
7 ARCHITECT: CMS ARCHITECTURE&DESIGN, PC E,,nt N�.,viorl Fire Dii ict Enrt"AxIc-',cfmi(Aery - FRONT & LEFT SIDE
2505 BRAY AVENUE A-11 A-300 EXTERIOR ELEVATION
LAUREL, NY 11948-1669 p 44' A-301 EXTERIOR ELEVATION - REAR & RIGHT SIDE
TEL: 917-576-6321 A;!,,or Vwvv HouS,a r.'
Bed ond Bf�,a�13,-j,4
8 OCCUPANCY GROUP: ACCESSORY GARAGE BUILDING NoIFASTENER SCHEDULE & NOTES
BULMI RatE6P
A-350 COMP
NEW YORK STATE&TOWN CODES
9 LOT SIZE: 116,392.32 S.F. 2.672 ACRES CONDITIONS OF
AS REQUIRO AND APPROVED AS NOTED
HOLDT=zBN
10 PROPOSED FLOOR AREA: _z_S00 DAM-f j- j-g_68.P.#
a. T00, PL01%0 BOMD
1st FLOOR: 3,360 SF a,n or n ork SORM
MMOITIT00 TRUSTEES
NOTIFY BUILDING DEPARTMENTAT
Lavender By the Bay
TYPE V-13 6314M1812 BAM TO 4PM FOR THE
ar 11 CONSTRUCTION CLASS
FOLLOWING INSPECTIONS:
SOUVOLDM
'
12 RISK CATEGORY ll G SCND 1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE
13 WIND DESIGN DATA WIND SPEED: 120 MPH 2. ROUGH-FRAMING&PLUMBING
& INSULATION
Int
WIND IMPORTANCE FACTOR: 1.0 USSPLACARDING R-EQVIED OCCUPANCY OR 4. FINAL-CONSTRUCTION MUST ARCHITECT
BE COMPLETE FOR CA.
14 SEISMIC DESIGN DATA DESIGN CATEGORY-ZONE 3 RETAIN STORM VIATER RUNOFF USE IS UNLAWFUL ' AM CONSTRUCTION SHALL,MEET THE CMS ARCHITECTURE +
IMPORTANCE FACTOR: 1.0 PURSUANT TO CHAPTER 236 WITHOUT CERTIFICA510E REQUIREMENTS OFTHE CODES OF NEW
Ss =0.197876 Si = 0.0548947 OF THE TOWN CODE YORK STATE. NOT RESPONSIBLE FOR DESIGN
OF OCCUPANCY DESIM OR COWHUCTON ERRORS
15 SNOW LOAD DESIGN DATA GROUND SNOW LOAD Pg =25 PSF 2505 Bray Avenue, Laurel, NY 1 IMPORTANCE FACTOR: 1.0 phone 917-576-6321 mobile 347-410-4960
SCTIVI: 1000-031 .00-02.00-009-001
D0 NOT FlOCEE D wrr csmith@cmsarchitecture.com
FRAMING UNTIL SURVEY NOTE:
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
OF FOUNDATIO14 LOCATION SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION
AR exterior lighting HAS BEEN APRR 0 V E P. DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
installed, replaced or WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,PC
repaired shall conform
ZONING & BUILDING CODE COMPLIANCE to Chapter 172 SEAL: ED A
of the Town Code Ove-:1TRk M1
SITE DATA:
AREA OF SITE:126,860 SQ.FT=2.912 ACRES co
ZONING USE DISTRICT RESDIENTIALR-40 (.5
ZONING RESTRICTIONS FOR ACCESSORY BUILDINGS:
SIDE YARD SETBACK: REQUIRED:25' PROVIDED:48'-4" (P
REAR YARD SETBACK: REQUIRED:25' PROPOSED:25'
0212-010
MAXIMUM HEIGHT OF BUILDINGS: 22' SLOPED PROPOSED: 15'-0"MAX.
MAXIMUM INDIVIDUAL ACCESSORY:5 3%TOTAL SITE AREA-SEE PLANS FOR COMPLIANCE CALCULATIONS
TAX MAP NUMBER: 01000-031.00-02.00-009-001
PROJECT:
..............
CLIMATE ZONE 4
W a g a � � ..°_ NEW GARAGES
PLANTING HARDINESS ZONE 7b
WIND DESIGN DATA:WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 Accessory Buildings
7-
GROUND SNOW LOAD Pg=25 PSF IMPORTANCE FACTOR 1.0
2300 ROCKY POINT RD.
EAST MARION, NY 11947
PROPOSED CONSTRUCTION: 7T
NEW WOOD FRAME ACCESSORY GARAGE 6 BUILDINGS IN TOTAL,UN-CONDITIONED SPACE NO ENERGY CODE
6
COMPLIANCE REQUIRED.
7
s , .
kil
CODE: BUI L D I N G 1
- R
AS PER THE RESIDENTIAL CODE OF NEW YORK STATE,LATEST EDITION[2020] 7
(BASED ON IRC 2018 EDITION WAMENDMENTS) VIEWS , NOTES ■
L... .. .
�34
CONSTRUCTION CLASS TYPE V-B
LOCATION MAP
J
-7
OCCUPANCY CLASSIFICATION:
1 _7=
7F
EXISTING SINGLE FAMILY HOUSE w/ACCESSORY BUILDINGS-NO CHANGE
DATE: Monday, July 14, 2025
PROJECT NO: 2501
DRAWING BY: DK
V
CHK BY: CMS
/XX
/Z
X
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0/// v/, 2300 Rocky Pt-COVER-2025-0509.vwx
///X
ZONING ANALYSIS
2300 ROCKY POINT ROAD - TOWN of EAST MARION ' 17
TAX MAP NUMBER: 01000-031.00-02.00-009.001 .,,..>...
R-40 RESIDENTIAL [per Map] ` ^ `r
Minimum Lot size: 40,000 SF '
Actual Lot Size: 116,392.32 2.672 Acres �.. '-. �> :'> :'. .�:��:'.':".'.;=
Lot Width 150 ft.l -- Is In g l - ro ose
jrReq a .L a w
164 ft.!: 164 ft.1 `° o � � a
373.89
N/F SUFFOLK COUNTY WATER AUTHORITY S09\U+OOB00800 E Lot Depth 175 ft.' 3s7 ft.'; 3s7 ft.l " .�
U — N
Front Yard 50 ft: 40 ft.; 40 ft.' ISSUE DATE z : 3 0
2 U i0 :<
Side Yard 15 ft.11 18 ft. *** 25 ft.'; REVIEW SET 04.15.2025
�3ON3 '1'0 ,9 d Side Yard Total 35 ft.�,
50 ft. 50 ft. REVIEW SET 05.02.2025
49'- Side Yard -AccessoryBldg 25 ft. 18 fti *** 25 ft. F ING SE 05.09.2025
-—-
- -- - 1" Rear Yard g 50 ft.; 280 ft.I 280 ft. UPDATED 07.14.2025
280 ft. *** 25 ft.
Livable Floor Area 850 sf min. ;- - ACCESSOR' BUILDING REAR YARD SETBACK_ Rear Yard -Accessory Bldg 25 ft-1
CID
o Building Footprints
\ \ p -- - -- - - - - - --
SEPARATE APPLICATION New Accessory Garages - l 14,038s
'
y Existing Houses - VERIFY + 2,457 sf 2,457 sf
Iit iil
PROPOSED GARAGE: 1 STORY WOOD FRAME 'ij' 1'' j Existing Garage 877 sf
S RU 0 ! + ' y s77 sf
(� Boat House
i{ 1-� }f BLDG.6 1,249 SF
} '} " y (� Sheds - -- _
rn ! 3,360 sf/ 116 392.32 [lot size] = 2.887 % coverage } ;a ,`} ` 'l fi'= N / TOTAL BUILDING
,;kj: PORCH & De FOOTPRINTS -- 3,334 sf'
sf --- 16,495 sf
\
N I I iii �,; i lit GRAVEL DRIVE
la
750 sf
1 o k { y Exist. Asphalt Driveway - �_ 2,839 sf 387 sf.
F y� Walkways & Landings 387 sf
f m „/
P y -2,839 sf
1 < a -
I Total: Impermeable Surfaces �
t;
- - - -
1i1; v'� �y Lot size 1 16,392 sf 563796%
p2 \ Max. Lot Coverage 20% 6.28%1 BLDG.1 Landscaped area 25%r , l
I -- '- -
Qw LANDSCAPED AREA/ \� Maximum Height - Flat roof roof
ft. 15 ft *** 22 ft.
3,360 SF :I , 2 . HeightMaximum p - - - -- -
1 - -
*** 16 ft.
- -} - ---
\ Indicates Requirements for Accessory Buildings on Lots*** > 80,000 sf
1 \
� ARCHITECT
1 GRAVEL DRIVE i CMS ARCHITECTURE +
�� ��
0 I SEPARATE APPLICATION c ` v� \ DESIGNBLDG.3 2,529 SF ,> ��
2505 Bray Avenue, Laurel, NY 1 1 948-1 669
CL- w
� � � phone 917-576-6321 mobile 347-410-4960
(f) W BLDG.2 \ rn� �� csmith@crosarchitecture.com
Q Z I 3,360 SF o SEPARATE APPLICATION o ` \ G , NOTE:
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
O u- a \ O SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION,
O DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
\ \ LaWRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
0 Q
v�
- O
GRAVEL DRIVE
METER G (� SEAL:
R MICh,Cyj
RELOCATE EXIST.ELECTRIC METER VERIFY w/UTILITY CO.
CCCtttJJJ _ - co
� 0) U-W o�o
�o CO ,L� M �; Q 247.92 N/F LOUISA
N/F 2021 PHILIPPOU PANAGOPOULOS (P� Q.
'd N FAMILY TRUST N08\U+0013030'00"W
2CO OF N
120d �O
i d RJR
i
b'bS PROJECT:
, �
i z NEW GARAGES
w
o Frame Residence v Story � Accessory Buildings
w Q #2300 ❑� Of �D "� p 2300 ROCKY POINT RD.
W �I N
? = a> ❑a LU
co Of 8Ib + EAST MARION, NY 11947
+ tg4. °
.9�z1& CD
30N3J 70 9 1dJo p
BUILDING 1
W c
m
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2 ILA E
2424.12' L�
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LL-
o W NDD U1� O N I N G
LL� �1d0 �ON3� 'l'0 ,b
DATE: Monday, July 14, 2025
3lin
Od
164.43 N08\U+OOB030'00"W illn PROJECT NO: 2501
DRAWING BY: DK
CHK BY: CMS
ROCKY POINT RD
IN
SITE PLAN — BLDG. I o 100 200 300 400 ft A = 001 mOO
A-00 I a Scale: I" = 30'-011 1 L
2300 Rocky Pt-FILING SET -2025-0713.vwx
a:
r
2300 ROCKY POINT ROAD ACCESSORY GARAGES - DOOR SCHEDULE - BUILDING # 1 h " ;.:, q .
Code Location Type Quantity WxH Material Finish Thick Frame Type Frame Finish Hardware Notes GlazingComments
..
Iola Building 1 Garage door-single 3 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
lite Window 8300 Vertical Long Panel
101 b Building 1 Garage door-double 2 192"x 84" Metal Sectional Door wl toplights Black 1 3/4" Wood Painted Overhead Track to follow rafter slope Stockton Long 8 Wayne Dalton Classic Steel Model w
lite Window 8300 Vertcal Long Panel o o Q
102a Building 2 Garage door-single 3 96"x 96" Metal Sectional Door wl toplights Black 1 3/4" Wood Painted Overhead Track to follow rafter slope Stockton Long 8 Wayne Dalton Classic Steel Model m U)
lite Window 8300 Vertical Long Panel ISSUE DATE o _ � o g
2300 ROCKY POINT ROAD ACCESSORY GARAGES - WINDOW SCHEDULE - BUILDING # 1 REVIEW SET 04.15.2025
REVIEW SET 05.02.2025 XX
Code Quantity Vendor Product# Type Unit Size Rough Opening Finish Glazing Comments F ING SE 05.09.2025
W01a 2 TBD Bi-Parting Casement w/Fixed Transom 6-1 1/2"x 9'-3 1/2" N/A White or Warm Gray Double Glazed 4 inch wide Flat Casing UPDATED 07.14.2025
W01 b 1 TBD Bi-Parting Casement 5'-0"x 5'-0"" verify White or Warm Gray Double Glazed 4 inch wide Flat Casing
W01c 2 TBD Awning Window Group 5 4'x 2'-0"" 15'-6"x 2'-0" White or Warm Gray Double Glazed 4 inch wide Flat Casing
3
A-A A301
A350a
70'-6"
6-1" 12-10" 15'-6" 4'-5" 5'-0" 4'-5" 15'-6" 12'-10"
8 W01c W01b W01c
i
GI GI I GI GI GI GI GI
5'-9" 9'-8" 9'-8" 9'-7%" 9'-8" 9'-8" 9'-8" 5'-9"
NOTE:ALL RECEPTACLES TO BE GFI s @ I 48 A.F.F. UNLESS OTHERWISE NOTED I
ARCHITECT
i CMS ARCHITECTURE +
0
DESIGN
N I i 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
c? 00
i N � phone 917-576-6321 mobile 347-410-4960
csmith@crosarchitecture.com
O / NOTE:
(D / 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
0 / WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
SEAL:
CC) ROUND STEEL COLUMNS / C?��pQkeg MICy�F
0
co
----------- -------------0-------t
mM OC?
/// \ A301 U _
D 0 1
M
T GFI // i ! �� GFI ��� O21200 yO r
/ 1
f0'-5" 9'-7" I 9'-10" 9'-�0" 9'-101, 9'-7° 10\�" -I''i OF
N
NEW ELECTRICAL PANEL-VERIFY PROJECT:
TOTAL SERVICE AMPERAGE ��
' I NEW
WALL CONSTRUCTION:VINYL GARAGES
i C? SIDING ON2x6 STUDS @24"o.c' Accessory Buildings
N wl GWB INTERIOR FINISH
' i ! 2300 ROCKY POINT RD.
N I N
i
i EAST MARION, NY 11947
---- BUILDING r----------� r..._ ........_....._.... .-.......... ..._.-..T--.................._......._._.............._.._� r-----, r---------------------7 r----------
I I I I I ! I I I I I
i FLOOR PLAN
Q_
Iola i GFI j j101b j GFI I Iola j GFI j 101b I GFI j Iola ; I DOOR & WINDOW
I I I I ,
SCHEDS.
1'-9" a'-o° 2'-8° 16'-01, 2'-10" s'-o° 2'-10° 16'-0° 2'-8° s'-o° 1'- DATE: Monday, July 14, 2025" PROJECT N0: 2501
70'-6" DRAWING BY: DK
CHK BY: CMS
1
A300
FLOOR PLAN - BLDG. I o 60ft A = 1 01 n00
A-101 a Scale: 3/16" = 1 1-011 2300 Rocky Pt-FILING SET -2025-0713.vwx
ROOF CONSTRUCTION:
M..
U.N.O.ROOF FRAMING SHALL CONFORM TO FOLLOWING NOTES:
9
1,
4. ALL HIPS,VALLEYS AND RIDGE MEMBERS ARE TO BE MINIMUM 2X10 SPF#2 U.N.O. "
1. ALL ROOF TRUSSES SHALL BE INSTALLED PER THE ROOF TRUSS MANUFACTURER'S " F...
INSTALLATION DIRECTIVES AND WTCA/BCSI GUIDELINES. ALL CONNECTIONS,
5. GABLE END WALLS MUST BE BRACED PARALLEL TO RIDGES WITH 2X6 DIAGONAL
0
INCLUDING UPLIFT,ARE THE TRUSS MANUFACTURER'S RESPONSIBILITY U.N.O.. BRACING @ 61'T O.C.ALONG GABLE WALL FACE TO INTERIOR CEILING JOISTS. R'
:."
WHEN TRUSS MANUFACTURER'S DO NOT PROVIDE THE REQUIRED CONNECTORS IT
BRACES SHALL BE APPLIED AT 45°TO APPROXIMATE MID-HEIGHT OF GABLE ,..:
IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE E.O.R.FOR DIRECTIVES. A FRAMING TO BEAR ON(2)2X6 HOG BRACE. , N
MINIMUM OF(1)SIMPSON H2.5A CLIP IS RECOMMENDED AT EACH END OF
COMMON TRUSSES. 6. WHEN CEILING JOISTS ARE INNTALLED PARALLEL TO GABLE WALLS,INSTALL 2X4
(8FT)STRONG-BACKS BUTTED INTO GABLE FACE AND ALONG TOP Of CEILING JOIST n n "'
2. IN ADDITION TO THE CODE'S FASTENER SCHEDULE,UNLESS NOTED PER PLAN,ROOF MEMBERS. ATTACH WITH(3)BID NAILS TO GABLE AND OVERLAPPED CEILING o <
MEMBERS SHALL BE TIED DOWN WITH METAL FASTENERS AS FOLLOWS: L : 0
JOISTS. m o
A) STICK FRAME RAFTERS EXCEEDING 10'IN LENGTH MEASURED HORIZONTAL 7. CEILING JOIST INSTALLED PARALLEL TO RAFTERS SHALL BE"SISTERED"TO RAFTERS ISSUE DATE o �;, _ : , 03 g
SPAN AND ALL OTHER ROOF UNENCLOSED AREAS SUCH AS PORCHES USE AND FASTENED PER NCRC R602.3(1)AND TABLE R802.5.1(9). WHERE CEILING JOIST REVIEW SET 04.15.2025
SIMPSON H2.5A CLIPS EVERY 48"O.C.OR AT EVERY 3RD RAFTER TO FASTEN CANNOT BE"SISTERED"AND A KNEE-WALL IS USED,RAFTERS MUST BE TIED BACK
THE LOWER RAFTER END TO THE BEARING PLATE. TO THE CEILING JOISTS USING 2X4 ANGLE RAFTER TIES @ 48"O.C.MAX OR EVERY REVIEW SET '05.02.2025
B) ALL LOWER ENDS OF VALLEY/HIP MEMBERS WHICH BEAR ON TOP PLATE USE 3RD RAFTER. F ING SEL i05.09.2025
SIMPSON HCP OR EQUIVALENT CONNECTION. UPDATED 07.14.2025
8. AT VAULTED ROOF,INSTALL6'-0"LONG CS-16 OR EQUIVALENT STRAP AT4'-0"ON
xx
3. ALL RAFTERS SHALL BE 2X6 SPF#2 @ 16"O.C.@ UP TO 12FT HORIZONTAL SPAN FOR CENTER OVER RIDGE BEAM TO ADJACENT RAFTERS.
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" 9. AT ROOF RAFTER TO STRUCTURAL RIDGE BEAM OR LEDGER CONNECTION,PROVIDE
O.C.WITH MINIMUM 3/4"OSB SHEATHING AND UNDERLAYMENT PER R905.2.2 OR SIMPSON SLOPED HANGER OR A36 ON EACH SIDE.
AS DIRECTED PER THE COVERING MANUFACTURER'S SPECIFICATIONS. ALL RAFTERS 10. WHERE RIDGE BEAMS ARE SUPPORTED BY STRUT,INSTALL A34 CLIP AT STRUT TO
SHALL BE CUT INTO HIPS,VALLEYS,RIDGES ETC U.N.O. RAFTERS SHALL BE EACH RIDGE BEAM AND AT STRUT TO FRAMING MEMBER BELOW.
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 11. AT DOUBLE RAFTERS,PROVIDE RAFTER TIE AND COLLAR TIE ON EACH SIDE OF THE
TIES SHALL CONSIST OF 2X6 SP/SPF#2 APPLIED @ 1/3 H OF ROOF HEIGHT BELOW RAFTERS.
ALL RIDGES @ 48"O.C.OR EVERY 3RD RAFTER. VAULTED CEILINGS REQUIRE
SPECIAL COLLAR TIE DETAILS OR STRUCTURAL RIDGE BEAMS. SEE FIGURE R802.5.1
AND RAFTER HOG DETAILS UNLESS OTHERWISE DETAILED PER PLAN. RAFTERS MAY
BE SPLICED OVER HOG BRACES IN OVERLAP FORM. 3
A-A A301
A350a
5'-8" 70'-11"
woi wom woic
I
I
I
I
i ARCHITECT
i
CMS ARCHITECTURE +
i
i DESIGN
i
i 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
I
I
i SEAL: �tED A
o i ��SoQ�,�a M��,y� 'Si�►
m� A300 0 0 3
A301
n
M
'9T �21200 .14�
i
OF NEv�
I
PROJECT:
i
NEW GARAGES
i Accessory Buildings
i
2300 ROCKY POINT RD.
i
EAST MARION, NY 11947
i
i
i BUILDING 1
i
ROOF PLAN
i
DATE: Monday, July 14, 2025
1
NEW SHINGLE ROOF ON 3/4" INSULATED PROJECT NO: 2501
A300 SHEATHING [R-3.6 MIN.]ON LVL RAFTERS DRAWING BY: DK
CHK BY: CMS
ROOF PLAN - BLDG. I 0 60ft
A-102a Scale: 3/16" = 1 '-0"
I®
e
oo 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:
I ALL STRUCTURAL WOOD WORK SHALL BE DONE IN ACCORDANCE WITH THE
PLACED 0
2900 3200 750 200
GIRDER BEAMS(2.OE LVL IN THE CENTER AND SHALL BE NO GREATER IN DIAMETER THAN 1/3 THE
LVL Rafter 2. ALL STRUCTURAL LUMBER SHALL BE OF THE GRADE INDICATED BELOW OR BETTER, if"k,
PROVISIONS OF THE 2024 NCBC. -PARA Fc(psi)-PERP. E(ksi 9. PENETRATIONS IN WOOD SILLS OR PLATES OF BEARING OR SHEAR WALLS SHALL BE
APPLICATION Fh(psi) Fc(psl)
0
-- WIDTH OF THE LUMBER. HOLES LARGER THAN THOSE NOTED ABOVE MAY BE
UNLESS OTHERWISE NOTED ON PLANS ALL WOOD WILL HAVE A MAXIMUM GIRDER/BEAMS(2.OE PARALLAM PSL) 2900 290C 625 ,Ml�
2000 BORED"ONLY"IF PLATES ARE CONSIDERED CUT AND ADEQUATE REINFORCEMENT
MOISTURE CONTENT OF 19%AT TIME OF USE AND SURFACE DRY-GREEN. IS PROVIDED.COLUMNS(1 8E PARALLAM PSL) 2500 2500 545 1800
JOISTS AND RAFTERS SEE#2 1835 10. CUTTING,BORING,OR NOTCHING OF GIRDERS,BEAMS,JOISTS AND OTHER
POSTS,BEAMS AND HEADERS SEE#2 STRUCTURAL ELEMENTS SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF
S. PLYWOOD SHEATHING OR OSB SHEATHING: THE ENGINEER UNLESS SPECIFICALLY DETAILED ON THESE DOCUMENTS.
STUDS,BLOCKINGS,LIGHT FRAMING AND MISC SEE#2 AJ
Simpson Rafter Tie WALL PLATES SEE#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
CL CL Uj
WITH THE APPROPRIATE GRADE AND APA TRADEMARK AND SHALL MEET THE THAN BOLT DIAMETER. METAL WASHERS SHALL BE PROVIDED FOR ALL HEAD AND CS 0 CD
Model H1.8 WOOD SILL(P.T.) SP#2
REQUIREMENTS OF THE LATEST EDITION OF THE U.S.DEPARTMENT OF COMMERCE NUTS OF BOLTS AND LAG SCREWS THAT BEAR ON WOOD. CUTS AND HOLES IN P.T. <
U)
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.
0 -9 2D 0 <
ISSUE DATE ' z
3. GLUE-LAMINATED BEAMS(GLB)SHALL BE IN ACCORDANCE WITH ANSI/AITC A190.1 12. ALL BOLTS AND SCREWS SHALL BE TIGHTENED AT THE TIME OF ERECTION AND 0
AND ASTM D3737. CONTINUOUS IN-PLANT INSPECTION PER 2022 NCRC 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. REVIEW SET 04.15.2025
REQUIREMENTS PERFORMED BY A CERTIFIED INSPECTOR IS REQUIRED FOR ALL x
O NEW GHB LARGER THAN 5 1/8XI8 OR FOR SPANS GREATER THAN 32 FEET. ALL GLIB 19/32 INCH APA RATED 48/24 EXPOSURE 1.5 PLY MIN.WITH TONGUE AND 23. USE DOUBLE FLOOR JOISTS AT NON-BEARING PARTITIONS WHEN PARALLEL TO REVIEW SET 05.02.2025 x
SHALL BE INDUSTRIAL GRADE TYPICAL,CAMBER TO RADIUS OF 3,500 FEET,AND FLOUR GROOVE EDGES GLUEDTO SUPPORT,U.N.O.MINIMUM SHEET DIMENSION FOR FLOOR FRAMING.USE BLOCKING AT 4'-0"O.C.WHEN PERPENDICULAR TO FLOOR
o FABRICATED WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLAN, PANEL SHALL BE 24" JOISTS. MIS SEJ,_�O 9.2025
SIMPLE SPAN BEAM 24FV4 WALL 7/16 INCH APA STRUCT 1,INTERIOR WITH EXTERIOR �U PD' A'TjE D 67.i4.2OM)X
CANTILEVER AND CONTINUOUS BEAM GLUE. (4 PLY MIN.) 14. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS OR RAFTERS OVER ALL SUPPORTS,
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.E.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
CANTILEVER AND CONTINUOUS BEAM-PORT STANDARD U1,MINIMUM 0.40 INCH. PENETRATION INCISED.
ORFORD CEDAR 22F-V/POC1 PRODUCTS WITH ICC VALUES EXCEEDING THOSE PUBLISHED FOR SIMPSON
B) ALL PRESERVATIVE TREATED LUMBER SHALL BE FIELD-APPLIED WITH STRONG-TIE(ESR-2551,ESR-2552,AND ESR-2553)MAY BE CONSIDERED AS
10 8D Nails @ each Anchor SIMPLE SPAN BEAM-ALASKA YELLOW CEDAR 20E-V13 PRESERVATIVE WHERE CUT AND DRILLED ON SITE WITH COPPER SUBSTITUTION. ALL SUBSTITUTIONS SHALL SHALL BE SUBMITTED TO THE ENGINEER
I NAPHTHENATE(2%COPPERAS METAL).
ON RECORD FOR APPROVAL 10 WORKING DAY PRIOR TO INSTALLATION.
CANTILEVER AND CONTINUOUS BEAM-ALASKA YELLOW CEDAR 20E-V12
C) USE HOT DIPPED GALVANIZED HARDWARE PER ASTM A153 OR STAINLESS
STEEL OR SILICON BRONZ OR COPPER MATERIAL,E. BOLTS,NAIL,ETC.FOR 17. PROVIDE FULL-DEPTH SOLID BLOCKING OR OTHER MEANS OF LATERAL SUPPORT AT
Top Plate: 2-2x 6-typical U.O.N. B) ALL GLUE LAMINATED TIMBER(GLU-LAM)IS TO MEET THE FOLLOWING ALL ATTACHMENT TO ACQ OR CBA TREATED MEMBERS. (NCBC 2304.10.5) ENDS OF BEARING POINTS OF ALL JOISTS,RAFTERS,BEAMS AND HEADERS,AND AT
MINIMUM SPECIFICATIONS:
INTERMEDIATE INTERVALS NOTTO EXCEED 8'-0".
7. ALL NAILS SHALL BE COMMON STEEL WIRE NAILS SIZED AND SPACED AS SPECIFIED
1/2"Sheathing ON THE DRAWINGS,SCHEDULES AND IN TABLE 2304 10.1 OF THE NORTH CAROLINA 18. LAG SCREWS PER ANSI/ASME STANDARD 618.2.1 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
A-A (NCBC 2304.10 5 1) DIAMETER FOR THREADED PORTIONS.
2 UPLIFT ANCHORS RAFTERS A350a
113/4" LVL RAFTERS @ 24"o.c.
A-20 I a Scale: 2" = 1'-0" 70'-6"
HEADER:3-LVL 1.8 X 11.75 HEADER:3-2 x 6 �N.tt X gn t
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PEN ANT L GHTS N1 EX F DSED ONDUIT FE :_DS
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N ARCHITECT
CMS ARCHITECTURE +
J DESIGN
5'-3" 9-- 0" 91-10.1 77 10
2505 Bray Avenue, Laurel, NY 1 1 948-1 669
phone 917-576-6321 mobile 347-410-4960
csmith@cmsarchitecture.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.
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PROJECT
NEW GARAGES
Accessory Buildings
2300 ROCKY POINT RD.
E i EAST MARION, NY 11947
................ . ......
7
BUILDING 1
RCP I
FRAMING PLAN
I tml -H 7:5�=- - - - -- u & DETAILS
HEADER:2-LVL 1.8 X 11.75 HEAD�&-3 LVL 1.8 X 11.75 x u 343- �N.tP X BA 113 E-.A313A'3" 'HEADER:2 LVL 1.8 X 11.75 DATE: Monday, July 14, 2025
101-101, 181-9.1 11-91,
PROJECT NO: 2501
70'-6" DRAWING BY: DK
WEATHERPROOF SCONCES-FULLY CHK BY: CMS
SHIELDED [DARK-SKIES COMPLIANT]
I moo
RCP FRAMING PLAN - BLDG. 1 0 60 ft A
I I-OVI
A-201 a Scale: 3/16" 2300 Rocky Pt-FILING SET -2025-0713.vwx
EXTENT OF HEADER WITH DOUBLE PO T
APA Wall Bracing Calculator Project Report A
EXTENT OF HEADER WITH SINGLE PO I u:
1 R
Builder/Designer CMS Architecture+Design,PC " PONY WALL
rY WHERE
Accessory Garages-Bld s. 1&2 FINISHED WIDTH OF OPENING y
Home/Building Plan Name 9 9 r
Development Address 2300 Rocky Point Road East Marion,NY �- 2'MIN. - 18' MAX. REQUIRED ,
BASED ON 2018 IRC :
Code PER PLANS . . . . . .
SDC(Seismic Design Category) ..... _. :.,,��::_.. ._,��.,-,. �. „k
1 2 FAMILY A C
Wind Speed <=120 mph PON WALL• TENSION
a Q
Wind Exposure Category EXPOSURE B HEIGHT(IF = STRAP PER Ni o
Total Number of Stories 1 STORY APPLICABL • DETAIL 17 m iu o
Cripple Wall NO ) (OPP. SIDE OF << ISSUE DATE .o U) _ 8 03
Mean Roof Height less than 30 ft. YES SHEATHING) °
REVIEW SET 04.15.2025
REVIEW S 0 02 2025
WALL LINE ELEVATION VIEW 1/a NIG SEE 05.09. 0025
° RE T
• CONTINUOUS WOOD HEADER MIN
.N ' � F I
(WITH •#z"SPACE E) /
UPDATED 07.14.2025
s
SHEATHING TO HEADER: 8D COMMON IF NO PONY WALL ABOVE
ez 63 Ba Bs : „s6 NAILS (0.131"x2.5") INTO HEADER IN 3"O.C.
:.
,;... ,',.-'^." NAI •' HEADER, CENTER CS20, ;; . .
Total Wall Line Length: 70'6" 1 TOTAL GRID PATTERN AS SHOWN CSHP20 OR LSTA21 TENSIONWALL ,
••)S HEIGHT 2 RCWS 16D SINKER NAILS(0.148"x3.25")AT STRAP PER DETAIL 17 AT ,
C i. .,. �� �., t. ^ ,
:`,.gym r�r,.�� a .
.�.:..• ...: �,.F;•.::,,:.;," :;;.,:;s,.. � •.• BOTTOM OF HEADER
WALL LINE PLAN VIEW 12'MAX. 3"O.C. OPPOSITE SIDE OF
81 62 B3 Ba es B6 KING STUD TO HEADER: 6-16D SINKER SHEATHING)
NAILS(0.148"x3.25") TYPICAL PORTAL
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing e FRAME
Line Method Factors Amount Factors Amount Bracing Bracing Status HEADER TO JACK STUD TENSION STRAP PER CONSTRUCTION
DET411_17 ON BOTH SIDES OF OPENING, IF NEEDED, SHEATHING
p
1st Story 2 PF H 0.94 8.86 Exempt Exempt 8.86 24 Compliant HEIGHT(H)p p 10' MAX. OPFOSITE SIDE OF SHEATHING SPLICE MUST OCCUR
WITHIN 24"OF WALL
Furthest Distance to Adjacent BWL 49' 6" M'N. DOUBLE 2X END POSTS MID-HEIGHTAND PANEL °
EDGES SHALL BE BLOCKED
Roof Eave to Ridge Height 9 feet -LENGTH (L)° ° FULL-HEIGHT WSP NUMBER OF JACK (SEE DETAIL 20)
Wall Line Length 70' 6"
• SHEATHING(318" MIN, STUDS PER CODE
Gypsum Included 7r16"TYP)
Blocking Included FULL-HEIGHT
Wall Line Wall Story Bracing Segment Adjacent Qualified Tension 8D COMMON NAILS KING STUD
Segment Height Height Method Length Opening Segment Nails Tie Hold Down (0,131"X2.5")AT 3"O.C. (BOTH ENDS
Height SPACING INTO ALL OF HEADER)
Bl 9' 10, PF-H 1191, 8' 0" 4 3"/3"grid 1,700 3,500 FRAMING MEMBERS
B2 9' 10, PF-H 2' 5" 8' 0" 4 3"/3"grid 3,725 3,500 (21 STHD14
B3 9' 10, PF-H 2' 78' 0" 4 3"/3"grid 3,725 3,500
DOUBLE 2X SILL LSTHD8 1#2" MIN. END ARCHITECT
DISTANCE
B4 9' 10, PF-H 2'7" 8101, 4 3"/3"grid 3,725 3,500 0 0 5r8"x8"TITEN HD WITH BPS 5/8-3 0 (TYP.) 0 0 CMS ARCHITECTURE +
BEARING PLATE(SHOWN)OR � s
B5 9' 10, PF-H 2' 5" 8101, 4 3"/3"grid 3,725 3,500 4 9 5r8" DAM.ANCHOR BOLT(MIN. 7" p DESIGN
0 0 EMBEDMENT)WITH STANDARD- 0 0
B6 9' 10, PF-H 1191, 810" 4 3"/3"grid 1,700 3,500 CUT WASHER AND BPS 5/8-3
2505 Bray 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, METHOD P F H (SINGLE O R DOUBLE PORTAL FRAME) phone 917-576-6321 mobile 347-410-4960
the side with no PF-HD needs to show the detail for a min. 1,0001b HD to restrain the post on that side, csmith@crosarchitecture.com
NOTE: SEE FOUNDATION PLANS FOR LOCATIONS OF ALL EMBEDDED UPLIFT STRAPS NOTE:
WALL LINE ELEVATION VIEW THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS REMAINS THE
`^ ;•:•"3 F ,F SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,
^ ^ i.'r:° DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
''; •, ; WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,PC
6D COMMON NAILS
0.113"x2" U.N.O.
SEAL:
F 6"EDGE, 12" FIELD "A'jb':
• °;'___'_ SEE DETAIL 21 FOR
B .. 62 B3 B4 D.C. SPACING
CONNECTION TO Ea M1 Cy/
8D COMMON NAILS FLOOR/CEILING
Total Wall Line Length: 49'6" (0.131"x2 1#2") FRAMING ABOVE;
REQUIRED FOR REFER TO PLANS FOR
RE
ROOF FRAMING/ROOF
WALL LINE PLAN VIEW STUDS SPACED AT 24" BLOCKING = tia�p=
O.C.OR ULT WIND '
B1 B2 B3 B4 SPEEDS GREATER CONNECTION (.3 2
THAN: 140 MPH (EXP REQUIREME N TS
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing B)
Line Method Factors Amount Factors Amount Bracing Bracing Status 115 MPH (EXP C) 3#8" MIN. WSP
MPH EXP D SHEATHING ON ALL
110
1st Story B WSP 0.94 8.86 Exempt Exempt 8.86 16 Compliant ( ) SHEATHABLE
HEIGHT SURFACES OF BRACED OF NEB
Furthest Distance to Adjacent BWL 49' 6" 2X BLOCKING AT ALL (H) WALL LINE(7#16"OSB
Roof Eave to Ridge Height 9 feet HORIZONT.NL JOINTS OF OR 15#32"PLYWOOD
g BRACIVG MATERIAL
Wall Line Length 49' 6" (U.N.O.)(SEE DETAIL 20); TYPICAL, U.N.O.) PROJECT:
Gypsum Included MAY BE OMITTED PER SHEATHING OPPOSITE NEW
GARAGES
Blocking Included PLANS IF BRACING SIDE OF BRACING
Wall Line wall Story Bracing Segment Adjacent Qualified Tension AMOUN—IS DOUBLED MATERIAL:
Segment Height Height Method Length Opening Segment Nails Tie Hold Down 1#2' MIN. GYPSUM WALL
Height END OF CS-WSP BOARD(U.N.O.)WITH Accessory Buildings
Bl 9' 10, WSP 4' 0" 9. 01. 4 6"/12" BRACED WALL LINE TYPE W SCREWS
PER DETAIL 19 SPACED 16"O.C. (12" 2300 ROCKY POINT RD.
B2 9' 10' WSP 4' 0" 9' 3" 4 6712" O.C. FOR STUDS
COIJNECT BOTTOM SPACED AT 24"O.C.) EAST MARION, NY 11947
63 9' 10' WSP 4' 0" 9' 3" 4 6"/12" OR NAILED PER IRC
PLATE TO TABLE R702.3.5;
64 9' 10' WSP 4' 0" 9.011 4 6"/12" FOUNDATION OR MAY BE OMITTED PER
FRAMING BELOW IN PLANS IF BRACING BUILDING 1
WALL LINE ELEVATION VIEW ACCORDANCE WITH AMOUNT IS
DETAIL 21 Length (L) INCREASED BY 1.4 BRACED WA L L
B1 :�:�2� �B2 83 64 B5 B6 METHOD CS-WSP DETAILS &
81
Total Wall Line Length: 70'6"
;:L "4: :. t .111 REPORT
WALL LINE PLAN VIEW
DATE: Monday, July 14, 2025
Bl B2 B3 B4 B5 B6
PROJECT N0: 2501
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing DRAWING BY: DK
Line Method Factors Amount Factors Amount Bracing Bracing Status CHK BY: CMS
1st Story 1 WSP 0.94 8.86 Exempt Exempt 8.86 16.84 Compliant
Furthest Distance to Adjacent BWL 49' 6" arm
Roof Eave to Ridge Height 9 feet
Amok 0 01", M 0 0
Wall Line Length 70' 6" Am/.
Gypsum Included
Blocking Included
2300 Rocky Pt-FILING SET -2025-0713.vwx
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ISSUE DATE m `
2 U 'O
REVIEW SET 04,15.2025:
NEW WALL CONSTRUCTION:VINYL SIDING ON 1/2"
REVIEW SET 05.02.2025
SHEATHING ON 2 x 6 WOOD STUDS @ 24"o.c.w/1/2"
F ING SE 0 .09.2025
GWB INT. FINISH 12
UPDATED 07.14.2025
4
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4 "'
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Roof Eave
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HIGH PT. - - -4- ARCHITECT
------------------- - - 1st Floor CMS ARCHITECTURE +
DESIGN
2505 Bray Avenue, Laurel, NY 11948 1669
phone 917-576-6321 mobile 347-410-4960
csmith@crosarchitecture.com
2 - NOTE:
10 20 30 40ft
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
BLDG. I ELEVATION - WEST 0
(—� �� �� f� �� SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION,
I,-0„ DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
A-300a Scale: I/411
WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
SEAL: tED A/�L,
MIC C.
CONTINUOUS ALUM.GUTTER w/DOWNSPOUTS& tr ?� •�
SPLAH BLOCKS- TO DRAIN AWAY FROM FOUNDATIONS
NEW SHINGLE ROOF ON 3/4" -
NEW WALL CONSTRUCTION:VINYL SIDING ON SHEATHING ON LVL RAFTERS
1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" ��` �21200 ��•
o.c.w/1/2"GWB INT. FINISH
12 FOF: NE� y
12 �,- i 4
4 � ��
PROJECT:
WEATHERPROOF SCONCES-FULLY NE
GARAGES
SHIELDED [DARK SKIES COMPLIANT]
Accessory Buildings
i
2300 ROCKY POINT RD.
- — - EAST MARION, NY 11947
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DATE: Monday, July 14, 2025
1st Floor PROJECT NO: 2501
0il DK
CHK BY:G BY: CMS
VI V�111 W//,V///////
— BLDG. I ELEVATION — SOUTH o 10 20 30 40 50 ft
A-300a Scale: 1/4" = 11-011 2300 Rocky Pt-FILING SET -2025-0713.vwx
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xf:
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in
ISSUE DATE o N .= v o a
REVIEW SET 04.15.2025
NEW SHINGLEROOF ON INSULATED REVIEW SET 05.02.2025 xx
SHEATHING [F.-6 MIN.]ON LVL RAFTERS FA I N G SE 0 .09.2025
UPDATED 07.14.2025
NEW WALL CONSTRUCTION:VINYL SIDING ON
1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24"
o.c.wl 1/2"GWB INT. FINISH
-- -- - - -- --- -- -------- -- --- ----
12 - -
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-
1st Floor 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:
4 - BLDG. I & 2 ELEVATION - EST 10 20 30 40 ft THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
�-1 �-1 r'-1
SOLE PROPERTY OF THE ARCHITECTAND DESIGNER NO REPRODUCTION,
DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
A-301 Scale: 1/4� — 1 -On WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
SEAL: ��Qi,ED ARc
I ��SoQ�,Ea MI�yq 'y�j►
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NEW SHINGLE ROOF ON INSULATED NEW WALL CONSTRUCTION:VINYL SIDING ON j 7�t' C3 = 2
1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" s
SHEATHING [R-6 MIN.]ON LVL RAFTERS o.c.w/1/2"GWB INT. FINISH .�
I
0,21200
12 j 12 t� OF N
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PROJECT:
I
NEW GARAGES
j
I
Accessory Buildings
2300 ROCKY POINT RD.
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-- - - - - - -
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----------------------------- --------------------------- ----------------- ------- --- ------------------------------------------------------------------------------------
1 St F oor PROJECT N0: 2501
DRAWING BY: DK
LE4 tSDRAiN/AtiVAy�` M FOUN ACION
/0 " CHK BY: CMS
,0/
i% ol moo
/
i� /
/3 - BLDG. I & 2 ELEVATION - NOR
10 20 30 40 50 6Oft
A-301 Scale: 1/4" = I f-0ff 2300 Rocky Pt-FILING SET -2025-0713.vwx
TABLE R602.3(i)
FASTENING SCHEDULE
NUMBER AND TYPE 16C common(3 t t,"x 0.1 fit.") 16"o c.,face earl V=="ood"oeuc`>aaras p,r,nfls,subfloor,roof and Interior t'i'M'sheathing to framing and particleboard Ufa='stfeathing to 011
ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa't,c SPACING AND LOCATION `'
framing
12 To?plate tot top�Dlite 0,i 2E"};ras 1•'.d b;:x(3' see Tattle R602.3 3 fo t x�>'sfrt ttira€oa€. exterior�i:<f;sheath tnlf :.•'«aa,'i.'_'" �..:<
12"n:c.face n-34 ( ) to to�s w.,fraralh7gl v.�
Rooft: <. 't
3 x 0.131 nas "fit
6d co=nmon t2"x 0 113")n ai)
4-8d box(21/2"x 0.113")or
F"r-e nli1 tin each side Of r nd 5
x 3 z°: x , - (.+,tbficrsr,avail)` ::,..:...
� Blocking between ceiling joists or raters 3-8d common(2t/x" C1.131"),or 8``hd cr-,n-:mDn(.1',y" L..162';;or
"
130
I to top plate 3-':Od box(3 Toe nail x 0.128 ),or 12•1 Eta b•ox(a Ilr; ,;,�'.1.35 ),or t=, .. .. 8d c!^',mon;2 12 x CI.=31 )naa) 5 12 AL ::'.':'<:;
13 Comb€e top p;ate splice (:7',ini:'r um y4 lop'.pliee n,Y eA�n r
3-3"x 0.131"nails 12 10d bcy,(3-.0.128 ):Far (roof„or R_R- .1.(2=:�" 0.113")nail n Q a
- x lul,Tth e.:'.)1 (rvnf}' U`• 3" 0,1.1 nails <4.8d box(2112"x 0.113");or sci.,af end joint) t Co ico
3-8d common(21/2"x 0.1311:or ;: ;id common nail(2'1,"-0.131":);or ISSUE DATE o ' � � o 3 <z
2 Ceilingjaists to top plate Per joi joist,toe nail €6d common(31,':<'>0.162'1 116',ox..f:a�e r. ! 31 F"` <.," 6 12f o in = co ;o J
3-10d box(3"x U.1'L8");or Boa;tr:>rrt p':,ate to jnlst..rim foist,hind r�ist - � Rs1x5 01;_,..`J;r"x L1.11'�;'.i nod;ronfl
3-3"x 0.131"nails REVIEW SET 04,15.2025
1=) or Itc,Lox(3rr,"*C. 13i'):far 1 Y 011�#a')
a ,,.� ,. 1' E. � a,.„� :vci ct�mmDn(,'� n>A�nr REVIEW SET 05.02.2025
x blocY ng(nc,t at :' r:.s<, - x 0r c .i,e r<,... 32 1 ,, 1 off" 6 12
Ceiling joist not attached to parallel 4-10d box(3' 0.128"};or 3" 131"n,:,as
rid E`
3 rafter,laps over partitions(see:; ,,; 3 16d common(3'/,"x 0,162");or Face nail 1_>>'x",131 ,deformed nail F ING SE 0 .09.2025
.,.:.'.'.`..:and 1•.+r.?€t:' ::<;t..'?'a.::l 4-3"x 0,13i"Halls B ntorr,p4ate•.:`.•Inis't,ri,-n jo is t,1']i�Ri'� GIS'a .3'';`i?u bC.Jk:(?'fs"x f1.1.s°}:L�r 3 L::?C`?1e�"f.`.C.�.3C£nil€
€other wall sheathings UPDATED 07.14.2025
-- --- -- - ---- - --- 15 or 2.16tf cL�rtlrraon(3af < .a 0.16'"j;o€' 2 each ,.,<,o.c face nail
Ceii:n,foist attached to parallel rafter ". ,,s•, ,.:`• 3"x '
1 P a.:oc><Ing: ... :lr..:) 4.•.s C3.1->a ra,a,S 4 each?1 E"n,,c.>ace nail a `,', gzl�rantaed rtscfing naa?,r/ys•<
i\„a., a+ "s'tluctum.',cel,ulcasic'Fiberbo.' d
4 (heel joint, see t and €'.i,._ Face nail 33 tread•tit:,• or 1"kon,16 ga. 3 6
( she�lthing Af'' 1
.......::) 4 a d bA?x#.2' .. Q.:13');GI stlple voth r<r"or 1"crown
- )6d box f ,'`"x 0.133";:or
Collar tie to rafter,face nail or 11/4"x 20 4-10d box(3"x 0.128");or
48d corilmon 2r1,,"z 0,13i`y or Toe a z)0 2'V1; ,strut:>r71`: lul s:. 11;�'gaN-mize'd rocifrngnai(, Fits"
5 ga.ridge strap to 3-1Od cn.mmon(3"x 0.148"),or Face nail each rafter
4.10c:bn.<(a"x 0 T2k1");or 214 a E.,;,arl: ::•�a€�r:.',or 1'r;'?c,n�;lrsga. 3 6rafter 4 3">0.131"nails uberbo::,rd s:,ei_athin g
16 Trzp or b:E:<ttom plate to stud 3"x Q.131"-a:is staple with 71t or 1"crown
3-16d box nails(3112"x 0,135");or 2 toe nails on one side and 1
3-1 Od cornmor:nails(3"x 0.148");or toe nail 3'16d box Q •' 0.135");or ``,/ a;i'anized roofing nz.0l stap°e
6 Rafter or roof truss to plate 4-10d box(3"x 0.128");or on opposite side of each 2'16d common(3t/2"x 0.162");or r .'15 .1/^"Z j su'�1 she<-:if,in, gily a>:ize 'a 7
3"x I 3.s 0d.hox 3"x i)128');of End nail t t 1r,''long;1 t 4`screws,Type or S
4- 0.131"nails rafter or trs.lss ( c^e°'v-'=T 0 '
.131" 3i(c
4-16d(3'/2"x 0,135");or 0d4•r alvani.<c:d roohn.Heal;st,apre
3-10d cornmor:(3"x 0.148");or 3`10d.brox(3"x 0.128");of- 36 "gypsum, heatl`ine gaIVa^;zed, 7 7
Toe nail T:'?o<plltes,i:ap-at corners,atae.
4-10d box(3"x 0.128");or 17 2 16dt common.(3'1ra"x 0.162");or Face nail l six"long;15/,s screas•s.Tvpe lit or 5
Roof rafters to ridge,valley or hip rafters 4.3"x 0.131"nails intersectlor:s
3 3"x 0.131"r::tils
7 or roor rafter
to minimum 2"ridge beam 3-16d box 311i'x 0.135");or 3'6d box 2'1''"a.0.11.3"),or
2-16d common(31/,"x 0.162");or
End nail 2 3d common(211,, x 0 131");or
3-10d box(3"x 0.1"28");or 1 "braise:tr>earl stud and p€,<„e race nail
3-3"x 0.131"nails
2,°1d bn�•:(3"• ._.i 28");or2 tt;ac''es 1'f" "
-------- - -- - --- ----- - -------- -- - -- - a a.:lshls:are-mooth�.(':3`, Trion.txr..r Qr c#c:l arrnEd sl,;>nk?;t>,:..c#a:i:•,,a,`^re<i:h•:rrarse:;tat.,€ ti i3at ta:aaad forfran`init an 5htat#ar g Connect=, r:s sh:arl
Wall e ,a r„x ha3!'C"TtI;Yi'i'itl'Yi a.t':,a#r•'i::r3:an#p .d 5..e'a+ths>a>.>hrrtir:gar kiss for si,ar:k^l :f .19'irnCh( l f Cor rn�n naa lt,c0 F5i Ter s94,arak
larF,thim6.t,12 rrt:?a buirno,'lar es than tM7?Incil,w,d IOC'k.ss for s':.mk .'•., r c•i0.1,12€rc`i or let:a.
2 8d ccirrlrn7)r:f2ll,."x 0.
16d cornnion(3'1,"x 0.162") 24'o.e.face n,s€I 19 # x 6 sheathkig to each bearing Face nai; b.5t<t::la 5 are 16 wire<=r.r:hav .a ruin`Ygim' ,....
2` =d bo:<(3"x 0.128");of 1 ch r. cn::ivr•'s:idth.
2 st e1eS,1"crown, 16 l,1' O n l t c
16''o fat'e mail � u .�
3"x 0.131"r,a15
3 Ed boy(2112„ 0.113");or Pour-fart kit• .facaf r?r 44ct'by ID-loot rw i:,: sna E Ge arr.: :i ver',caP3p.
Stud to stud and obuttin•, tads at 16d box(3''•" 0 135" of 11 a t 3`8d cmm�r rn{2'J," 0.1 1 );or rc ;?;aa'• a
t
ARCHITECT
.Flat:r..^.<�fl V._,aa,.3ng>;,°'(:a:aiEaa�ers r,e�:=r:_€udx._in this t.aLrE?.. .,t}r7 b�se�,'ors TaLi,�^_..C:.
ar' '
h 3 d box(3" 128"),o. CMS ARCHITECTURE +
rrtcrsectln' ,>„' carrnnrs 3"x..•.131 w..�•: <0 , „0 r
r>, .<.,I'...r,:.,.,i _,,r ,..:_ _ , rr.rae......... ....:,•• ..:roil ,sizat:at:air;Eaauaa�:1,lit gatsfeer.•-rooffrarnins?.`andto€ntermediatea : wtfln.4 :rr�ne:s f roof edm,.z d
(at Thar,comfror3(3',-- x 0.162") 16" face Flail 3 •St ?.:c..,, otn t, 1., a.,1 /y"€ n�
5: rrdtlll'.",c"toetaCh .,sip::l'.,5hax:toss•5(rar'e,;?eat G =.,cltr?501:c:rent,:l3 xartrs;•thetzltlst?a:e Ez�:'si},='r�rtaid 5itrr€s I.;:s^;thaan,30 mrh ara1>h.ala irr:v'p.,rx:ti 4'st?cf�r>r�r:
1F n ,°/,':x e `L �r f°1a^ 1":d a" r<.ee flail cFrt. .Rd'ere LSE.uRi �.alc tf. ., hl.>sf Eaf f.s< J np's.,r gre at r b t,.. safi"n 1 aC
d o n.,,o. 0.162") 6"o.c.each ed' =lac,na l �1 bead bhr d :ill DESIGN
Built urn head-r(2"to 2"hr`,der v.'.r t 1_, (_ t g
ill -,8dLov:21, x Cl.11'");c=r C,`rl,.,:armsh:eatH,€ <t_a:aE rCn,?,^lir2'3tQRji.? 13 e> :r;t:# r`.itrtJs;r.,real:c,sif<<ri.GrridnCsx4'+}t#1:z 253 FliTeati^I,a":i5re..:a,^aFnYsh S:sofa#nrmtt:1 spacer) 16d boz(31/M" 0.135") 12"o.c.ea&:dige face nail
3'6d co 1n';c,n( _" 0.131");or ASTM r:20b, 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
' x 'n` ri phone 917-576-6321 mobile 347-410-4960
5•8d b.<,.i_.1, 0.11.= i;or €:.5safir?a t f'iaa-to:n5rs nn lilt,;r a::aaaaithir!g a i edifE?s a ,z`s to and edg:n sloe,r nrted by frarr,ng rtterr:bere wid rr>e`t,ared t:'.c:
1' ro^trout?us header to stud 4.8ad cornmor)f2l):<" 0A 3?"1,or Toe nail, ;r,.•le> 1 16 , 1'.••':ont a 6? Ft;+'. I:. F y rk3 >and a
4 z �. cre'dr+:, era, , ., g "�e +Y, g-
,�rh+.7clef'::QrsF;.�,:<a',ngof€`a.st.>rr. c•nrr:'3rf�r�l=,arr.•i..;r,ones..W �a;<;,r.•a<iesro�.araele�:<;•Ess:l�,prrtedct� am3r csmith@crosarchitecture.com
4 10d box(3".x 0,12E-) re•_ired tla-king.ar.ost.in 3'rnof or
. • . ba:taFrv:dexd 6;et'.ept as
re leaitR of€,,;otf3,.r,prmu,or<s of:'gas cod•,.Floc.!t-.��rarnsN,:r shier`be nw,p.portet,by fr_;n-Irng rr•-)beer,or�.,,;1:::[b€oc>•ing, NOTE:
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
TABLE R702.3.5 a.:°.i ere a rafter;s fastered to an a;a aacert parallel ce&ri x,.:a;>r:asc.:,:rdanc,•r'::th tiais;ri a r SOLE PROPERTY OF THE ARCHITECT AND DESIGNER,NO REPRODUCTION,
I p X• r.`.:e,Prum'ide two too snails Are cane slate of tf•e rafter DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
MINIMUM THICKNESS AND APPLICATION OF<iYPSU<g KI Atli,AND t YP5UM PANEL P?000i.t''
and tce neai s fra.rrathe:ce_i:n j,a at act;f?€r.'te it sa.tord: .rp y t`3 t?is schedtale The toe rail on tht,r p7.7s€i f sick,of the raa'ter sh:a?f not be WRITTEN PERMISSION Of CMS ARCHITECTURE+DESIGN,P.C.
Ff!SIUirY.d.
THICKNESS ORIENTATION MAXIMUM
OF MAXIMUM :.RS>,01 is,,,, taf Sh eat h€T,Rir,C Clank ru:II rnc, Jnp ih- ,perificar,ons 3n r'STF,,F16.57.
01PSUMI
OF IMYrl FASTENERS
ttR€ SPACING SPACING OF SIZE OF SEAL:
BC`Ji�t='€`OR
gt` e,OR OF NAILS FOR
APPLICATION GYPSU 1a FRAMING APPLICATION
r,Yr>sErr,a
Frerlf:k. MEMBERS TO WOOD(inches) LVL RIDGE BEAM 3.5"x 11.875"
,I\Ltnt„1. PRO tJC's (inches FRAMING' SHINGLE ROOF ON 3/4" INSULATED
(inches)
TO FRAMING a.c.) Nailsa screwsi` SHEATHING ON LVL RAFTERS I �fp
Application without adhesive 13 gage,1 I/4: 1 3/4"X 11.875"LVL RAFTERS @ 24"o.e. ���►�_
..�
U =
long.''/ca°
Ce'ling`a PerpPndicul<,,r t6 7 12 head;0.0.98" PENDANT LIGHTS-EXPOSED CONDUIT �
€It "'.`tE"• &J.B.s ABOVE CROSS-TIES (" Q3►'
1'/;•long, 12 �"�
/ annular_ 1 3/4"X 9.5" LVL RAFTERS @ 24"c.c.-PROVIDE 0212��
ringed:or4d 4 12 BRIDGING per R802,8.1 MAX. INNTERVALS OF 8 FEET CC` O -1
Esther nnler nail, - 11
l t E; 8 16 D.O80" N
ilr.,,tli.l. 4 SCONCES: FULLY SHILEDED
FF [DARK SKIES COMPLIANT]
- ---- -- ;/=."head. PROJECT:
Ceding tri 7 12 head;O.,1D/
13 gage,i'/K"
98
Either long,'"'/...i'
' / \ Eave HEW GARAGES
d;recPlor
ann annular-la�,g. EL+9-9n
Accessory Buildings
ann / \
Cella,'!" Pelpenl,allar 24 7 12 ringed;sd 2 x 8 CROSS TIES @ 24"o.c. 2300 ROCKY POINT RD.
cooler nail,
OVERHEAD GARAGE DOOR TRACKS- °O
d5/,;".long \\ / HANG FROM STRUCTURE EAST MART ON, NY 11947
12 Either _ /
LYaI! 24 8 12 "164long; o
d:recticn
as/t;a'head:or ;n \ / _
C ,o nail. \ / 0 iT
\ � BUILDING 1
w
Either
ava!I 16 3 15 `"'ad. '1 < SECTION
d,reuion long,e/}+': � GRAVEL DRIVE w/
head. 0 5"DIA. STEEL COLUMS (D 2 FT.CONC.
N
q APRON AT
HIGH POINTFASTENING
DOORS
EI.+6" L A St Floor SCHEDULE
DATE: Monday, July 14, 2025
PROJECT NO: 2501
DRAWING BY: DK
NEW POURED CONC. FOOTINGS 5"THICK CONCRETE SLAB ON GRAVE-ON CHK BY: CMS
COMPACTED GRADE. min.slope 1/8"/ 1.to dor
ACCESSORY BUILDING I - SECTION A-A o I =9 10 20 3Oft AM ,5toOnOG
A-350a Scale: 1/4" = I'-01'
2300 Rocky Pt-FILING SET -2025-0713.vwx
4^Dk�GTEELCOLU�N
~ ^~ '`~~ STEEL BASE PLATE NON-SHRINK GROUT 1.FOUNDATION GENERAL NOTES 2. CONCRETE NOTES 3. CONVENT0NALREINFORCEMENT NOTES
1. Cn�smd�mnan�a 1. Com 1.GmU :
EMBEDMENT m�mcumcx�/�u�*u �mmm��nnh�o���mmo|�omoo�vn��o|n�mahnn�Co�Qmnm|V�omon�.mmuuing.»u/nmom|�y m|mnom�n��|»awaminimvm28�ayonmpmavivo»�mg��3.0No�undb�m��pm��T�C�9 #0mhorundomano,,xxnmo�nn��ST�AO15GmUo4Omhigh��onu#4mU r��
m.�o|n�mu�nn�8"i|dmgCo�and�om�ma�ono|Renide�a|�de.�ap�ioah|emdeoand o�innnono. upon�m�vn��o ��ump�,�e slab and Uo�mantw�|o. |mgoroouncon��mASTMA015Gnmo0}m higher and oh�|hodemi|od and inomnod
d��nOo.and menu�ommm'mn mmondodiom�|aVononumbvrspv�nm�ons.|n�oemn\�odi��pon� 2. Aggregate Size: per AC�310|omotodihnn
u�v�nNoplans/o�m�n�on,and ep�|vomomue,and mminanmwmomvmnmngontpm��nnohanapp|ym| Maximum om i oh�|bo1 8. 2. Coverage: X.
��nmoedomnda�o.manu�oand puhnm�nno���nmdxe,�nonaobo�o|o�s�di�on. 3. Conomm�aoem�� The�nmwngoxoUbomo minimum nxn��omon\*mn��o�omg,
2. Design Codes: �|miyng.�mopon�on.�m�ng.and ouhnD�mmom�o»o|�om�y��AC|�18.oummtedi�on.00 not place �Cnncm�oamo8�no\and pvnnnn,noyo�n�dmoa,m 3^
mio�unnaxonioue�gnemo�nmonoo�m.but n�n��u�.mo|��touiuon,��o|n�monona|euiming�do nonom�less�anwwdmmpnv,ma�ezeun|ospmm�emoaoum,am�xon.Connm��oobvp|amdwhen WConc��o�o ndmoo�o,�mmoc
a—
and�o|ommo�nno|Roa�en�a|Co�(if ep�io��)and mxmapplicable codes and manda�o. �mpv�mm,omwominimum� Fuhmnhru�0^F)and nsinOun|eoopm�mvomeaoumaam�hmoo No.O�mugh No.10U�o--------------------�
a Permits: s�o�o bymemmmom^�purKammonxompo�mmo�|me�o�v o|*y�gmoopaxnmh�t(00^p).�oon�m No.5ba�W31 o,D31�m.and sm�|m------------18.
Own�u,n*n�o��gna�dmpmn���ooxonob�inoUmqvimdpmmim �ohnodaoesh�|homWi�on��oumdby keeping it w��ro minimum�72hnvm.onmm*ndng�omomin0a�o . �
c= 4. Drawings Scope: concrete placement, 3. Chairs: �
~- These d�wmgnominun�om show on�o�vmsdhmn�nvn�m,�mo�am.�eappmpna�u��n8,hommbm 4 Concrete Temperature: Rvba,00�m�,�odobohuUhoop�o amommom�0�^nnmm�,00��ysuch ISSUE | DATE 0 � � � | � E
q^ BARRIER disciplines such aoamhi�omm|.m�*an|mg.�umbing.o�o�oa|and��|�,000os�n.|om�onand size�dmp . |nnuo�o�nmo�amm n/�mmn�mhm/in8a�mpom�minommpo�nino�dogee,Faxmnhoit�0^F)bo mm�omin�ningomo|io�mmd1�the~`Uio�om�nmmoxm��oslab. 0 m M » o �
opomn�.o|:nmm.un�wa�.p�o,.pools,o�. panniuou. 4. �m: REV|EVVSET 04152025
5. Verify Dimensions: 5. Ca|�umCh|uhuomn Fly Ash: Cononuouomin��ogooao»v lapped o minimum� b�diomo�m.3p|kms,»�|ho
#5 GRAVEL
Om�omv,vh�|voh�all dimensions,dmp,.okmuo.and uexu|o��ononmwmgo��N000��oamhimum�| Ca|�vmoh|onuomMmixmnmmnminingmd�um:h|vhdv��|nmbo used osoddi�vo,.mmom fly ash inumd.only t�d��ohomendo�Noop|/no. '`E`'E`` "E' 0502202"
design plans,and mm�ouu �onmpon�om�pendoom engineer io��nO and on�i��Wo,iUnmpmxmmeom�of �peC fly ash axao�e�op�m. S weWodmx�Fubh�
o�a�umon 0 Air Entrainment: — '—���h��ow�w�Ubom*AST���8��hwn�» �m wWFo�U
S �m~~^� Field n | �mz Welded shown n
Contractor om Verification: namooeu�nm�mzngo�d�o�.o�memn»�beU��nedo�omn0|y�mOemomm�momo,o�o hvooppnoUinohn�o.
���-- -COMPACTED SOIL Dunngnonoom�on�omm�nmo may onmmn�mx|�nQmnd�onn�atvm�unxn�mdunnUdon�n and va�hnm appropriatem*Nodo, -- `^ -- — �
� � I I �1 1 1 the plans.The oon�aom,n»onnoti��eonginominw,iungphn,mpmvu,dingw|�mo work of all gisoovrnosthat 7 Vapor Retarder: O DU,mpo:
#4REB�� G^ � �� � interfere��pmpv,n�o �on��owo�endhxj:upamu�mon�m�ungmx�n���o�momm -mil thick |��� �oh sheeting shall placed � below m om� | joints o p� � h � mb shall be beam depth �
(� o.o.��___ � � � �� 7 *u«von�o*�i|,v�� m�mum��mm�poimU �mwpmm m,� e �gm� ma unmy ovw�,n�� uu »a| ov�c mmv�mn� o,mgoa ��vo�mup |000 wo|�whxmin�num '*um"m o mm�mnm�mp mo�o tape��mv�xvo�num, y/mmon"mnmm�v�o m��o �� m/nmmomomo�ommo�o��o o��o Uo�, omomwoonomd
' '~'~`~^~ ^~^^^^'`' ~^` p` � r` " p" p..�*nv�uvmw�v� ma .
xoonoanm,nqu|nma��o �dma�min�mnaovnnvt�unuonmeU��ngso,m�eopo�Uoahuno.�m�nmo,�d| o�mUm�oponmo��nnwo�and pm���yomo U2�mb�ond�opehm���mo�und�inn, �nmpoohaUue#3mb rspa�dat 2�vnoon�c � |
mquoot�i,m�nna�nnhnmengineer in��nO»no,m�eomn�mmmm�un. 8. Continuous Pour: 7 .Dowels mRmndaoon�Ni\iono:
4 P(l��T F/l[lT|N(� DETAIL 8, Requested Change: Qmcm�o»an»a�omdinu*mhnunuopou�unless o���soappmv�byon i in*hong.mno case sh�| |n cases
—e��unon�unaddi�mso�added mn�o�ng�undadons.do��od �
F_1013 �C3��� 1��� �y|mquoomumm8nna�onm�onndimw�gnanU�,spooifioxnonnnhonUoovkmiuodwi engineer
iinwh�ng.Cvnt�c�, o�a�ni\conmombo,|auodmvmmun30minumoapn�mo�e,mp�vant�o�nno�on�o cold joint. min�mingo�o|dowels ohaU»opmwdod and om�ddvua minimum��in�the
� � onv/ not proceed wnnmquon�omnonoanonovmoo,engmoo,uppmveomquomoomoonoonnno in writing. x. Adding Water: axiounS�vndohonand oenvmdusmgan epoxy anchorage auxonimsuch aomo �
9. Roof drainage: Maximum wam,aUd�movno,e�at the jnboito.without whoonpermission oomthe oonommnuppne�io1%0aUono adhesives manu�om,edby�mnonnGtmnUno SET o,equal and ino�||oUper the '
DO0RJAMBBEyOND DwoUmg,nhanhave aoononnedme�nd�w�:r disposal hnmmu�that wmoonontand discharge mufdrainage m per cubic yard ofonn(mm.Convmm��e�showing time�mix,time ofUonvo�ya�sdv|ivomU and wm|wmmr mano�mum,'emonmmondohono.The min�n�nUdowels n»nUbe lapped a minimum of
CONC.APRON MIN.5%PITCH �ogmundsur�eat least 5�otkom�"ndu�on walls nrmuouoovr�oou�inognsyomm. added shall h000Uoobuhnm each dnvo,and m�inedbyoont,aom� 3V bar diumo��wKA�o�in�,�nQ�r�onew�unUanon.See plans�,dowel sizesGRAVEL DRIVE EXPANSION JOINT FILLER |
10. Final GmdeSurvey: 10. Ano»u,8o|tn: and locations.
SLOPE FLOOR 1/8" mmdo,wasp"mpooiUvedminug,mayhnmme�vndahnn.ax'mnoodbmdvunmymvxa| pormnnufin�gmdo ^onxmuo|�ohanbo3 minimum�1�`Uixmemrx1O^long J��to�ppmv uoqua|. 8 .p|awmm:2-0 /FOOT �
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