HomeMy WebLinkAbout52186-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#: 52186 Date: 08/18/2025
Permission is hereby granted to:
Theodore Vallas
7723 10th Ave
Brooklyn, NY 11228
To:
Garage#2
Construct accessory garage (building#2) 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 $1,805.00
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
Telephone (631) 765-1802 Fax (631) 765-9502 Litt s.//w m5outi o fi
i
Date Received
APPLICAT'1019 FOR R BUR PE
For Office Use Only
5 a
PERMIT NO. Building Inspector:
i
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an iui
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
Mailing Address:20 Highland Ave. St James, NY 11780
Phone#:631-838-8576 Email:Dr.DomMorreale@optonline.Net
DESIGN PROFESSIONAL INFORMATION:
Name:Chris Smith, Architect---CMS Architecture & Design
Mailing Address:2505 Bray Ave., Laurel, NY 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
RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $TBD
Will the lot be re-graded? ❑Yes igNo Will excess fill be removed from premises? ❑Yes ONO
1
PROPERTY INFORMATION
Existing use of property: "'� Intended use of property:
ca.0 a�a Ci ye`a
Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to
4 this property? ❑Yes o IF YES, PROVIDE A COPY.
The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): SAA,*0105 V�t'LI S []Authorized Agent ,40wner
Signature of Applican . � Date: ll� 1 Z°ZT
STATE OF NEW YORK)
SS:
COUNTY OF
RA orj VA L�� being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(
S)he is the 0 W r4c
(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 this161%
day of 20
Notary Public
A All I AR
NOTARY NO E01'BA6106502 OF W YORK
LIFIED IN KINGS COUNTY
(Where the applicant is not the �MMISSIO EXPIRES MARCH 8,2028
r --
1, 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
I Ir
PROJECT DATA LOCATION MAP DRAWING INDEX
1 PROJECT NAME ACCESSORY GARAGE BUILDING
>�d T-000 DRAWING INDEX , PLOT PLAN, PROJECT DATA,
2 PROJECT LOCATION 2300 ROCKY POINT ROAD
TOWN OF EAST MARION CODE /ZONING COMPLIANCE,VIEWSWilla
SUFFOLK COUNTY, NEW YORK 11947 H. A
A-001 SITE PLAN, ZONING CALCULATIONS 75 D
3 PROJECT DESCRIPTION NEW HOUSE u:h c�lr�' t�,> p.,;1;�, 2 u conF
` at f,7am t.1f m) ISSUE DATE o C 0 0 a
�� A-101 CONSTRUCTION PLAN , DOOR & WINDOW SCHEDULES REVIEW SET 04.15.2025
4 TAX MAP 1000-031.00-02.00-009.001 A-102 ROOF PLAN & ROOF CONSTRUCTION NOTES
ceo V REVIEW SET ,05.02.2025
` ar c� •:....:... 50
O
5 ZONING DISTRICT AGRICULTURAL PROTECTION APZ Qr s .r.. -- """'"" ` Tul
ol�< ""''°'€',;'use Park A-201 REFLECTED CEILING / FRAMING PLAN & DETAILS UPDATED `07.14.2025
6 FILING REPRESENTATIVE DR. DOMINIC MORREALE dr.dommorreale@optonline.net �'° '
'' A-202 BRACED WALL DETAILS & SUMMARY REPORT
7 ARCHITECT: CMS ARCHITECTURE&DESIGN, PC
cast M<<rin Fire District A-300 EXTERIOR ELEVATION - FRONT & LEFT SIDE
2505 BRAY AVENUE �ac� ; East Marion Corn tery
LAUREL, NY 11948-1669 A-301 EXTERIOR ELEVATION - REAR & RIGHT SIDE
TEL: 917.576-6321 °h a
Arlo?rVfev Iiok!se .
8 OCCUPANCY GROUP: ACCESSORY GARAGE BUILDING `" A-350 BUILDING SECTION , FASTENER SCHEDULE & NOTES
9 LOT SIZE: 116,392.32 S.F. 2.672 ACRES �> .�`F• <�` �'
r F-101 FOUVpATION PLAN DETAILS & NOTES
WITH ALL CODES OF
+ APPROVED AS NOTED
10 PROPOSED FLOOR AREA: �- ,�� �°,
NE;W Y0�'RK STATE&TOWN CODES
1st FLOOR: 3,360 SF TheE.Iov Inn a/ AS REW ED AND CONDITIONS Of
.fa � a€,�cart.h Fork
DAT : �0?5' B.P.# d
c� � .OTO'tiN,�'�
11 CONSTRUCTION CLASS TYPE V-B Lavender By the Pay '' n� ��� ��� „ FE �05&0
f NOTIFY BUILDING DEPARTMENTAT
a SOI1TFdO�DtOW,�TRUSjEES 6i31-765-1802 8AM TO 4PM FOR THE
12 RISK CATEGRRY II � / tl.Y.S.D�'C F(7!_I_n1n/IPlG INSPECTIONS:
13 WIND DESIGN DATA WIND SPEED: 120 MPH SOU1liOl a 1 iDATION-TWO REQUIRED
TF?USS PL.ACARDING REQUIRED `) )URED CONCRETE
WIND IMPORTANCE FACTOR: 1.0 I-I-1=RA�11NG&PLUMBING
14 SEISMIC DESIGN DATA DESIGN CATEGORY-ZONE 3 RETAIN STORM WATER RUNOFF INALi�r`oN ARCHITECT
''URSU/�NT TO CHAPTER 236 4. FINAL-CONSTRUCTION MUST
IMPORTANCE FACTOR: 1.0 , OCCUPANCY 0 : F; BE COMPLETE FOR C.O.
F THE TOWN CODE. USE IS UNLAWFUL ILL CONSTRUCTION SHALL MEET THE CMS ARCHITECTURE +
Ss =0.197876 Si = 0.0548947 U
15 SNOW LOAD DESIGN DATA GROUND SNOW LOAD P =25 PSF TjjO T GpITIFICATE � EQUIREMENTS OFTHE CODES OF NEW DESIGN
g f ►V iJ V YORK STATE. NOT RESPONSIBLE FOR
IMPORTANCE FACTOR: 1.0 .All exterior lighting V'R
tY600-031 .00-02.00-009.001
! )ESIGN OR CONSTRUCTON ERRORS 2505 Bray Avenue, Laurel, NY 11948-1669
installed,replaced or OF T � phone 917-576-6321 mobile 347-410-4960
repaired shall conform
csmithQcrosarchitecture.com
to Chapter 172
DO NOT PROCEED WITH NOTE:
of the Town Code THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
• •• ••_;.�.;�y,.,-„ �, SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION,
FRAp..+��IG U'V1'IL SURVEY DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
OF FOUNDATION LOCATION WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
�s; : ;�:.:;.:, HAS'BEEN APPROVED.
ZONING & BUILDING CODE COMPLIANCE
SEAL: �ED ABC
SITE DATA: ���OQ�Ea M1Ch,�
AREA OF SITE:126,860 SO.FT.=2.912 ACRES
ZONING USE DISTRICT: RESDIENTIAL R-40 = t�'►:! 7`�•
ZONING RESTRICTIONS FOR ACCESSORY BUILDINGS: U
SIDE YARD SETBACK: REQUIRED:25' PROVIDED:48'-4"
REAR YARD SETBACK: REQUIRED:25' PROPOSED:25' ��► A�
MAXIMUM HEIGHT OF BUILDINGS: 22'SLOPED PROPOSED: 15'-0"MAX. �2
MAXIMUM INDIVIDUAL ACCESSORY<_3%TOTAL SITE AREA-SEE PLANS FOR COMPLIANCE CALCULATIONS #r . • OF N G�
TAX MAP NUMBER: 01000-031.00-02.00-009.001 '-"�p »« " '••.
CLIMATE ZONE 4 .»-- -'"-"�.."'"-��""">.�.�`"-w`• '"-"�" ,... `"~-�..�`"'°°�-,,�
PROJECT:
PLANTING HARDINESS ZONE lb NEW GARAGES
WIND DESIGN DATA:WIND SPEED 120 MPH WIND IMPORTANCE FACTOR 1.0 `"" ' `�'`'°`% ""'' ""°^� '-._ ��,„,�""�.,„, ``"
Accessory Buildings
GROUND SNOW LOAD Pg=25 PSF IMPORTANCE FACTOR 1.0
�..,,�- �- .. �� ___ �.�_,:�.��-�--'-�� _- -�_ �°�-=� ....-•, m , _ �� 4tqn�
2300 ROCKY POINT RD.
PROPOSED N TRU TION: :.. =
COS C '�"- -• -�"=-
-�-.
-
,.. . _ :..t1,. RI N NY 11947
NEW WOOD FRAME ACCESSORY GARAGE 6 BUILDINGS IN TOTAL.UN-CONDITIONED SPACE NO ENERGY CODE .� _. »' ` - ' ~ - ,.M.:w• � a "- -. :s.....,-»_,,_ rv-�
'N EAST MA
COMPLIANCE REQUIRED.
t 'I E � -�,:,ti'�^�'; ,. _ � / � '°",„»., ,.:visa„ ".^,.�"•'+, �,
CODE: g
_ .- w: B U I L D I N G 2
f i
pp my :..., >•Y-r^;'"' "
` I f I3 1.F ' i f
AS PER THE RESIDENTIAL CODE OF NEW YORK STATE,LATEST EDITION[2020] -"^:r-- ---..-- ; t II .. , ,,:�e:•:'.' "�' 'I"'�€�
BASED ON IRC 2018 EDITION wIAMENDMENTS I '] �` NOTES ,
] f I. u� � - �- A VIEWS ,
CONSTRUCTON CLASS TYPE V-B '
7 7
OCCUPANCY CLASSIFICATION: i -I r+ .;,F �' LOCATION M A P
EXISTING SINGLE FAMILY HOUSE w/ACCESSORY BUILDINGS-NO CHANGE
DATE: Monday, Jul 14 2025
�. PROJECT NO: 2501
`f DRAWING BY: DK
CH
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r' �,�` /,r /�,,+ ,,e '>' ,!,, / n r`r r'` / j! ,r / r; �r��!` /,. ,+' � ,"r.r/<>,^' '�/` / / ,,'` '>r ,F /> :,' '` r''� ,✓/> !'/,�i �",f /f> /J
.>>` J'`, s ! /' r+ f `>, i .rf /' r' ,r ,' ,r,,f``,✓'r .'' !'r '�,<'' r ,+ r, r+'j a >` / /,> ! .• ^' / r f ,
,✓`� ,r ,f r>" .r �,t' / s' ,e r> / r'` y. �.` ./�f' `'/ r`>. ! / r, ! / ,.''` ✓r ! r' ."" / .• J /! f A ,,'' l > t �/ .'°' r,"`� !' r" P! i'
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/ y / / �r f r� X/l/"//
f f '!` >r >/F , r / . / /� �' /�f "11000noo
.>" ,r > / ' ✓', / Y/ / ` d"f
/ i.. .'f,. >r' r !rJ '�,r,'t/'•'/` ,^''>r,,`y/,r r >r ✓'r`' `/f,,r'/ `!!, r> /`F<i.+r' / r``/ ',,•`�/ !r!"/, r>r' y .+'� r,°' ! J/" �✓^'//,/,' .+`„rr/'/� / > .r`,,,•>,/,i/ rr' r ,>,•^/,
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/ / / < / f /r' ! t f r'` s / / />' f r`` °/ ✓./`,r^ O,/,'`° r' 2300 Rocky Pt-COVER-2025-0509.vwx
r /f /� // > ! /! r :fit s E / f// , / r /. i f'' / f f a .`r r r ✓' �.' t /i r r /> i . //r ' s r' r ! ✓ r >O > r', ,
ZONING ANALYSIS
2300 ROCKY POINT ROAD - TOWN of EAST MARION
TAX MAP NUMBER: 01000-031.00-02.00-009.001 <�
f
R-40 RESIDENTIAL
[per Map] ..'s.
:
, pl
Minimum SF mum Lot size:
:
Actual Lot Size: 1 16,392.32 sf �2.67r2AcresRe Ir d _ ose :n a wLot Width 150 ft.{ 164 ft. UN/F SUFFOLK COUNTY WATER AUTHORITYS09\U+00B00800 E Lot De th 175 ft. 387 ft. 164 ft.�
373.89 p 387 ft. ISSUE DATE ( 0 3
� 2 U :O '<
Front Yard 50 ft-I 40 ft. 40 ft. REVIEW SET 04.15.2025
�N d Side Yard 15 ft.l 18 ftJ *** 25 ft., REVIEW SET 05.02.2025
0o BOND� q 0 ,9 Side Yard Total 35 ft.l, 50 ft. 50 ft.
Side Yard - Accessory Bldg 25 ft.', 18 ft. 25 ft. F ING SEL 0 .Q9 2025XX
—'-------•—.— Rear Yard 50 ft.li 280 ft. 280 ft., UPDATED 07.14.2025
ACCESSORY BUILDING REAR YARD SETBACK •--_-- N Rear Yard -Accessory Bldg 25 ft.i 280 ft.l *** 25 ft.
\ Q
' \ � Livable Floor Area 850 sf min.
-1 SEPARATE APPLICATION \ \ Buildin Footprints _
New Accessory Garages 1-4 038 sfl
y Existing Houses -VERIFY ± 2,457 sfl 2,457 sf
1 \' Existing Garage 877 sf' 877 sf''
v / Boat House
BLDG.6 1,249 SF \ y (Y Sheds - ------ -- - - --- -- - --
w ---- -
N 1 GRAVEL DRIVE CP TOTAL BUILDING FOOTPRINTS 3 334_sf 16495_- sf
� \ Walkways -- - 750 sf
T% 2 PORCH & Decks - - 387 sf�_ 387-sf
SEPARATE APPLICATION
Q. & 387 sf -- _-
p y -
y \ Exist. Asphalt Driveway _ - ! _ 2,839 sf� _ _2,839 sf
o \
O Total: Impermeable Surfaces
U� Lot size _ -- - - -- - F67.28-%/.
116,392 sf
I ' Max. Lot Covera e__ _ 20%i
�' 2 \ 2 oZS 9 ° 17.59%
BLDG.1 N` A v Landscaped area - -_____-- 25% 9 09 sf_
- -:
\d y Maximum Height_-sloped roof ;35 ft. 15 ft.l *** 22 ft.!
3,360 SF w LANDSCAPEDAREAILAWN ____ __ __-
-I
Maximum Height --Flat roof 25 ft. 15 ft.! *** 16 ft.''
tr,
rir
I *** Indicates Requirements for Accessory Buildings on Lots > 80,000 sf
t I t, ICI I ,li.
}}
PROPOSED GARAGE: 1 STORY WOOD FRAME : , {i� ; ',; it
ARCHITECT
3,360 sf/ 116,392.32 [lot size] 2.887% coverage
v \
CMS ARCHITECTURE +
�' GRAVEL DRIVE � \ �
Ii,t ' r �
O �1 c
\ DESIGN
z ' ! i j i':;ti' k' BLDG.3 2,529 SF n �o �n
lI w o
,
2505 Bray Avenue, Laurel, NY 1 1 948-1 669
� phone 917-576-6321 mobile 347-410-4960
BLDG.2 { I csmith@crosarchitecture.com
Q U ` 3,360 SF !{''I'{!1 :�'i j O SEPARATE APPLICATION o o \ G
NOTE:
L11 I c O THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
vo \ p LL
SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,
O
DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
1 1 50'- WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
63
- -—-— —.�T; \ o
n ELEC.METER GRAVEL DRIVE G 0SEAL:
QX\E.R MJCh,�,�y�j►
1 OQP RELOCATE EXIS ELECTRIC METER-VERIFY w/UTILITY CO.
J� �
Q OCl) QO�� 0 _� /y r,►, \ ' fir•
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N/F LOUISA
s`zz1 N/F 2021 PHILIPPOU PANAGOPOULOS R Q�
N
FAMILY TRUST N08\U+00B030'00" ��� ��)204
W .�O
m co OF N
PROJECT:
1 ,t7`t79 y
j z NEW GARAGES
Uj 1 story o Frame Residence J Accessory Buildings
o 'IT
Q #2300 ❑� �, 2300 ROCKY POINT RD.
Z = _LU ❑a w N�
Qo 8'6b o C
O a
EAST MARION, NY 11947
0 9'Z6°' �ON�� 'l'0 ,9 1dJ o
O �g-q,, CO BUILDING 2
OU [ V
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2424.12'
SIT E PLI'-% N
w `�uiu ZONING
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9ONDB 'T0 ,b
164.43 No8\U+ooBo3o'oo"W 910d DATE: Monday, July 14, 2025
111n PROJECT NO: 2501
DRAWING BY: DK
CHK BY: CMS
ROCKY POINT RD
Am001
00
SITE PLAN - BLDG. 20 100 200 300 400ft ■
A-00 I b Scale: I" = 30'-011 F==11 F==11
2300 Rocky Pt-FILING SET -2025-0713.vwx
ir
2300 ROCKY POINT ROAD ACCESSORY GARAGES - DOOR SCHEDULE - BUILDING #2 :: :.
A. x
Code Location Type Quantitv WxH Material Finish Thick Frame Type Frame Finish Hardware Notes Glazing Comments
:
102a Building 2 Garage door-single 96"x 96" 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
3
lite Window 8300 Vertical Long Panel
102b Building 2 Garage door-double 192"x 84" Metal Sectional Door w/toplights Black 1 3/4" Wood Painted Overhead Track to follow rafter slope Stockton Long 8 Wayne Dalton Classic Steel Model
lite Window 8300 Vertcal Long Panel o o � Q
2
c U
@ v U
O 2 aCIO6i :o : 3 Z
ISSUE DATE o in _ 0 O S
REVIEW SET 04.15.2025
2300 ROCKY POINT ROAD ACCESSORY GARAGES - WINDOW SCHEDULE - BUILDING # 2 REVIEW SET 05.02.2025
Code Quantity Vendor Product# Type Unit Size Roth Opening Finish Glazin g Comments F ING SE 0 .09.2025
W02a 2 TBD Bi-Parting Casement wl 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
W02b 1 TBD Bi-Parting Casement 5'-0"x 5'-0"" verify White or Warm Gray Double Glazed 4 inch wide Flat Casing
W02c 2 TBD Awning Window Group 5'-0"x 2'-0"" 15'-6"x 2'-0" White or Warm Gray Double Glazed 4 inch wide Flat Casing
3
A-A A301
A3 Ob
70'-6"
12'-10" 15'-6" 4'-5" 5'-0" 4'-5" 15'-6" 12'-10" 6'-l"
W02c W02b West
GFI GFI GFI I GFI GFI GFI GFI
I I ,
I NOTE:ALL RECEPTACLES TO BE GFI's @ 48"A.F.F. UNLESS OTHERWISE NOTED
j
i I ARCHITECT
i CMS ARCHITECTURE +
DESIGN
CL 2505 Bray Avenue, Laurel, NY 1 1 948-1 669
co
phone 917-576-6321 mobile 347-410-4960
�icsmith@crosarchitecture.com
0O / NOTE:
O / 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
p / WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P C.
Ul /
(D SEAL:
�eR MICh, yj
ROUND STEEL COLUMNS // w �QQ •9� ��
N ()
/ 4 w _ =r � —i
� � A301
I `
�. o
.. 10'-5" / 9'-7" 9'-10'1 9'-10" 9'-10" 9'-7" `� 10'-5" M o
.. ...............__ / 1
\ GFI co
2 GFI q�h v2120 y�
I // i 1 �\ c
A300 OF IN
/ NEW ELECTRICAL PANEL-VERIFY
TOTAL SERVICE AMPERAGE `�\ PROJECT:
i NEW GARAGES
WALL CONSTRUCTION:VINYL
SIDING ON 1/2"SHEATHING ON 2 x 6 STUDS @ 24"o.c.w/GWB Accessory Buildings
i INTERIOR FINISH 2300 ROCKY POINT RD.
E
T'
EAST MARION, NY 11947
BUILDING 2
F----------i -----------------7--7 IF -Ir.......... ..._...................... ......--__................. ..._............. .............-7 ----------�
I I I I I I I I I I I
I FLOOR PLAN
I 102a I GFI j 102b I I GFI I 102a j GFI I 102b I GFI j 102a I DOOR & WINDOW
I I I I I I I I I I I I
SCHEDS.
DATE: Monday, July 14, 2025
2'-8° 16'o° 2'1a° 8'o° 2'-9i" 16'-oi" 2'-8" a'o° 1'9" PROJECT NO: 2501
70'-6" DRAWING BY: DK
CHK BY: CMS
A= 1 01 mOO
A300
FLOOR PLAN - BLDG.2 o 60ft
A-101 b Scale: 3/16" = 11-011 2300 Rocky Pt-FILING SET -2025-0713.vwx
ROOF CONSTRUCTION:
U.N.O.ROOF FRAMING SHALL CONFORM TO FOLLOWING NOTES: pq`V
4. ALL HIPS,VALLEYS AND RIDGE MEMBERS ARE TO BE MINIMUM 2X10 SPF#2 U.N.O. n .:
1. ALL ROOF TRUSSES SHALL BE INSTALLED PER THE ROOF TRUSS MANUFACTURER'S
INSTALLATION DIRECTIVES AND WTCA/BCSI GUIDELINES. ALL CONNECTIONS,
S. GABLE END WALLS MUST BE BRACED PARALLEL TO RIDGES WITH 2X6 DIAGONAL
INCLUDING UPLIFT,ARE THE TRUSS MANUFACTURER'S RESPONSIBILITY U.N.O.. BRACING @ 6FT O.C.ALONG GABLE WALL FACE TO INTERIOR CEILING JOISTS.
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.
MINIMUM OF 1 SIMPSON H2.5A CLIP IS RECOMMENDED AT EACH END OF
COMMON TRUSSES. 6. WHEN CEILING JOISTS ARE ISNTALLED PARALLEL TO GABLE WALLS,INSTALL 2X4
(8FT)STRONG-BACKS BUTTED INTO GABLE FACE AND ALONG TOP OF CEILING JOIST o C :a
2. IN ADDITION TO THE CODE'S FASTENER SCHEDULE,UNLESS NOTED PER PLAN,ROOF MEMBERS. ATTACH WITH(3)8D NAILS TO GABLE AND OVERLAPPED CEILING
MEMBERS SHALL BE TIED DOWN WITH METAL FASTENERS AS FOLLOWS: JOISTS. co i v No
A) STICK FRAME RAFTERS EXCEEDING 10'IN LENGTH MEASURED HORIZONTAL 7. CEILING JOIST INSTALLED PARALLELTO RAFTERS SHALL BE"SISTERED"TO RAFTERS ISSUE DATE o _ 03 J
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 .L14.15.2025
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 REVIEW SET 05.02.2025
THE LOWER RAFTER END TO THE BEARING PLATE. TO THE CEILING JOISTS USING 2X4 ANGLE RAFTER TIES @ 48"O.C.MAX OR EVERY
B) ALL LOWER ENDS OF VALLEY/HIP MEMBERS WHICH BEAR ON TOP PLATE USE 3RD RAFTER. F ING SE 05.09.2025
SIMPSON HCP OR EQUIVALENT CONNECTION. 8. AT VAULTED ROOF,INSTALL 6'-O"LONG CS-16 OR EQUIVALENT STRAP AT 4'-0"ON UPDATED 07.14.2025
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 g, AT ROOF RAFTER TO STRUCTURAL RIDGE BEAM OR LEDGER CONNECTION,PROVIDE
R905.2.2.TILE,SLATE AND OTHER HEAVY COVERINGS REQUIRE 2X8 SPF#2 @ 16" SIMPSON SLOPED HANGER OR A36 ON EACH SIDE.
O.C.WITH MINIMUM 3/4"OSB SHEATHING AND UNDERLAYMENT PER R90S.2.2 OR
AS DIRECTED PER THE COVERING MANUFACTURER'S SPECIFICATIONS. ALL RAFTERS 10. WHERE RIDGE BEAMS ARE SUPPORTED BY STRUT,INSTALL A34 CLIP AT STRUTTO
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
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2505 Bray Avenue, Laurel, NY 1 1 948-1 669
phone 917-576-6321 mobile 347-410-4960
csmith@crosarchitecture.com
NOTE:
i THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
SOLE PROPERTY OF THE ARCHITECT AND DESIGNER,NO REPRODUCTION
j DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
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BUILDING 2
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ROOF PLAN
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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.2 0 60ft
A-102b Scale: 3/16" = I '-0"
AM
10 �-Odffll le
2300 Rocky Pt-FILING SET -2025-0713.vwx
3/4"Sheathing K.-
WOOD 4. ALL STRUCTURAL COMPOSITE LUMBER(LVL,LSL,ESE)IS TO MEET THE FOLLOWING 8. ROUGH HARDWARE WHERE EXPOSED SHALL BE GALVANIZED AND CONFORM TO
MINIMUM SPECIFICATIONS: THE FOLLOWING:
1. ALL STRUCTURAL WOOD WORK SHALL BE DONE IN ACCORDANCE WITH THE
PROVISIONS OF THE 2024 NCBC.
APPLICATION Fb(psi) Fc(psi)-PARA Fc(psi)-PERP. E(ksi) 9. PENETRATIONS IN WOOD SILLS OR PLATES OF BEARING OR SHEAR WALLS SHALL BE
PLACED IN THE CENTER AND SHALL BE NO GREATER IN DIAMETER THAN 1/3 THE
2. ALL STRUCTURAL LUMBER SHALL BE OF THE GRADE INDICATED BELOW OR BETTER, GIRDER/BEAMS�2 OE EVIL) 2900 3200 750 2000
WIDTH OF THE LUMBER. HOLES LARGER THAN THOSE NOTED ABOVE MAY BE §
LVL Rafter
UNLESS OTHERWISE NOTED ON PLANS, ALL WOOD WILL HAVE A MAXIMUM GIRDER/BEAMS(2 OE PARALLAM PSL) 2900 2900 625 2000 BORED"ONLY"IF PLATES ARE CONSIDERED CUT AND ADEQUATE REINFORCEMENT
E:
MOISTURE CONTENT OF 19%ATTIME OF USE AND SURFACE DRY-GREEN, COLUMNS(1.8E PARALLAM PSL) 2500 2500 545 1800
IS PROVIDED. A
LSL RIMBOARD(1.3E TIMBERSTRAND LSL) 1700 1835 710 1300
10. CUTTING,BORING,OR NOTCHING OF GIRDERS,BEAMS,JOISTS AND OTHER
JOISTS AND RAFTERS SPF#2
0
THE ENGINEER UNLESS SPECIFICALLY DETAILED ON THESE DOCUMENTS.
STRUCTURAL ELEMENTS SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF
POSTS,BEAMS AND HEADERS SPF#2
S. PLYWOOD SHEATHING OR OSB SHEATHING:
STUDS,BLOCKINGS,LIGHT FRAMING AND MISC. SEE#2
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 LU
a)WITH THE APPROPRIATE GRADE AND APA TRADEMARK AND SHALL MEET THE THAN BOLT DIAMETER. METAL WASHERS SHALL BE PROVIDED FOR ALL HEAD AND o CL
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. <
Model H1.8 U)
PRESSURE TREATED(P.T.)JOIST,BEAMS AND POSTS SP 42 VOLUNTARY PRODUCT STANDARDS PS-1(PLYWOOD)OR PS-2(OSB). LUMBER SHALL BE SEALED AND TREATED. m 15
ISSUE DATE 0 65 5
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 U) 0- 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 -
REQUIREMENTS PERFORMED BY A CERTIFIED INSPECTOR IS REQUIRED FOR ALL BARRIER SHEATHINGS REQUIRED. MAKE THE BOLTS INACCESSIBLE. REVIEW SET �04.15.2025
DO Q NEW GLB LARGER THAN 5 1/8X18 OR FOR SPANS GREATER THAN 32 FEET. ALL GLB 19/32 INCH APA RATED 48/24 EXPOSURE 1.5 PLY MIN.WITH TONGUE AND 13. USE DOUBLE FLOOR JOISTS AT NON-BEARING PARTITIONS WHEN PARALLEL TO REVIEW SET ::05.02.2025
SHALL BE INDUSTRIAL GRADE TYPICAL,CAMBER TO RADIUS OF 3,500 FEET,AND FLOOR GROOVE EDGES GLUED TO SUPPORT,U.N.O.MINIMUM SHEET DIMENSION FOR FLOOR FRAMING.USE BLOCKING AT 4'-0"O.C.WHEN PERPENDICULAR TO FLOOR
F ING SEL_0�5_09.2025
FABRICATED WITH EXTERIOR GLUE UNLESS OTHERWISE NOTED ON PLAN. PANEL SHALL BE 24" JOISTS.
SIMPLE SPAN BEAM 24FV4 WALL 7/16 INCH APA STRUCT 1,INTERIOR WITH EXTERIOR 14. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS OR RAFTERS OVER ALL SUPPORTS. �LlPbAfb 67.14.202 x x
CANTILEVER AND CONTINUOUS BEAM 24FV9 GLUE. (4 PLY MIN.)
15. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE,GROUT OR MASONRY SHALL
A) AT EXPOSED GLUE-LAMINATED BEAMS,USE ROSBORO GLULAM. 6. PRESSURE TREATED LUMBER: BE PRESSURE-TREATED.
SIMPLE SPAN BEAM-PORT ORFORD CEDAR 22F-V/POC2 A) PRESSURE TREATED D.F.SHALL BE AWPA STAMPED. AMMONIACAL COPPER 16. LIGHT GAUGE FRAMING HARDWARE AND 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. PRODUCTS WITH ICC VALUES EXCEEDING THOSE PUBLISHED FOR SIMPSON
ORFORD CEDAR 22F-V/POCI 8) 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 PRESERVATIVE WHERE CUT AND DRILLED ON SITE WITH COPPER
SIMPLE SPAN BEAM-ALASKA YELLOW CEDAR 20E-V13 SUBSTITUTION. ALL SUBSTITUTIONS SHALL SHALL BE SUBMITTED TO THE ENGINEER
NAPHTHENATE(2%COPPER AS METAL). ON RECORD FOR APPROVAL 10 WORKING DAY PRIOR TO INSTALLATION.
CANTILEVER AND CONTINUOUS BEAM-ALASKA YELLOW CEDAR 20E-V12 C) USE HOT DIPPED GALVANIZED HARDWARE PER ASTM A153 OR STAINLESS
STEEL OR SILICON BRONZ OR COPPER MATERIAL,IE. BOLTS,NAIL,ETC.FOR 17. PROVIDE FULL-DEPTH SOLID BLOCKING OR OTHER MEANS OF LATERAL SUPPORT AT
Top Plate: 2-2x 6-typical U.O.N. 6) ALL GLUE LAMINATED TIMBER(GLU-LAM)IS TO MEET THE FOLLOWING ALL ATTACHMENT TO ACQ OR CBA TREATED MEMBERS. (NCBC2304.10.S)
ENDS OF BEARING POINTS OF ALL JOISTS,RAFTERS,BEAMS AND HEADERS,AND AT
MINIMUM SPECIFICATIONS:
INTERMEDIATE INTERVALS NOT TO EXCEED W-O".
7. ALL NAILS SHALL BE COMMON STEEL WIRE NAILS SIZED AND SPACED AS SPECIFIED
1/2"Sheathing 3 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.
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113/4" LVL RAFTERS @ 24"o.c.
A-20 I b Scale: 2" = 1'-0" 70'-6"
HEADER:3-LVL 1.8 X 11.75 I HEADER:3-2 x 6 x 8. -3GW 6-1
.'F� NDANT LIGHTS w/EXPOSED CONDUIT FEEDS
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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 ARCHITECTAND 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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2300 ROCKY POINT RD.
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DETAILS
HEADER:3-LVL 1.8 X 11.75 ��A X U 2\13-E .A30A'3" DER:2-LVL 1.8 X 11.75
DATE: Monday, July 14, 2025
PROJECT NO: 2501
18'-9" 101-101, 18'-9" 111-11, DRAWING BY: DIK
70'-6" CHK BY: CMSWEATHERPROOF SCONCES-FULLY
SHIELDED [DARK-SKIES COMPLIANT]
0 moo
RCP FRAMING PLAN - BLDG.2 o 60 ft
A-20 I b Scale: 3/16" = 1'4'
2300 Rocky Pt-FILING SET -2025-0713.vwx
EXTENT OF HEADER WITH DOUBLE PO
APA Wall Bracing Calculator Project Report
EXTENT OF HEADER WITH SINGLE PO
Builder/Designer CMS Architecture+Design,PC
PONY WALL
Home/Building Plan Name Accessory Garages-Bldgs. 1&2
FINISHED WIDTH OF OPENING WHERE
Development Address 2300 Rocky Point Road East Marion,NY 2' MIN. - 18' MAX. REQUIRED
'40.
PER PLANS
Code BASED ON 2018 IRC
SDC(Seismic Design Category) 1-2 FAMILY A-C 4
Wind Speed <= 120 mph L TENSION
CL LU
Wind Exposure Category EXPOSURE HEIGHT( STRAP PER <
IF 8 CL
Total Number of Stories ISTORY APPLICABIL • C/)
DETAIL 17 CU C
Cripple Wall NO (OPP. SIDE OF ISSUE DATE 0 2 0 0
0
REVIEW SET 04.15.2025
0 U)
Mean Roof Height less than 30 ft. YES SHEATHING) 0
X
REVIEW SET 05.02.2025
WALL LINE ELEVATION VIEW
.................... �................................. CONTINUOUS WOOD HEADER MIN. 3"X1 1
�&ING SE _QQQP.�025
7-,.
(WITH SPACER ON BACKSIDE)
XX
UPDATED_ 67.14.202
A
SHEATHING TO HEADER: 8D COMMON IF NO PONY WALL ABOVE
1131�,_�. B2 B3 1134'. B5 B6
NAILS(0.131"x2.5") INTO HEADER IN 3"O.C.
HEADER, CENTER CS20,
Total Wall Line Length: 70'6" 1 TOTAL GRID PATTERN AS SHOWN CSHP20 OR LSTA21 TENSION •
WALL
2 ROVYS 16D SINKER NAILS(0.148"x3.25")AT STRAP PER DETAIL 17 AT
RP FR'Y U RS HEIGHT
-,"'AING ,I" '"V4dJ
12'MAX. 3"O.0 BOTTOM OF HEADER(ON
WALL LINE PLAN VIEW OPPOSITE SIDE OF
131 B2 B3 B4 B5 66 KING STUD TO HEADER: 6-16D SINKER SHEATHING)
NAI LS(0.1 48"x3.25") TYPICAL PORTAL
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing
FRAME
Line Method Factors Amount Factors Amount Bracing Bracing Status HEADER TO JACK STUD TENSION STRAP PER
CONSTRUCTION
1st Story 2 PF-H 0.94 8.86 Exempt Exempt 8.86 24 Compliant HEIGHT(H) DETAIL 17 ON BOTH SIDES OF OPENING, IF NEEDED, SHEATHING
OPPOSITE SIDE OF SHEATHING SPLICE MUST OCCUR
10'MAX. WITHIN 24"OF WALL
Furthest Distance to Adjacent BWL 49' 6" MIN DOUBLE 2X END POSTS MID-HEIGHTAND PANEL
Roof Eave to Ridge Height 9 feet EDGES SHALL BE BLOCKED
Wall Line Length 70' 6" 4i LENGTH P. 6 FULL-HEIGHT WSP NUMBER OF JACK (SEE DETAIL 20)
Gypsum Included SHEATHING (3/8"MIN, STUDS PER CODE
7/16"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 Nails Hold Down Segment Tie (0.131"x2.5")AT 3"O.C. (BOTH ENDS
Height
SPACING INTO ALL OF HEADER)
BI 91 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 (2)ETHD14
A
B3 9. 10, PF-H 2' 7" 8' 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" 8' 0" 4 3"/3"grid 3,725 3,500 0 0 54'x8"TITEN HID WITH BPS 5/8-3 (TYP.) 0 o CMS ARCHITECTURE +
BEARING PLATE(SHOWN)OR 0
B5 91 10, PF-H 2' 5" 8' 0" 4 3"/3"grid 3,725 3,500 p 4 5/l!'DIAM.ANCHOR BOLT(MIN. 7"
0 0 E111BEDMENT)WITH STANDARD- 0 0 DESIGN
B6 91 10, PF-H 1191, 8. 01, 4 3"/3"grid 1,700 3,500 _C� 4)� CUT WASHER AND BPS 5/8-3 04 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, 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. METHOD P F H (SINGLE OR DOUBLE PORTAL FRAME) csmith@cmsarchitecture.com
WALL LINE ELEVATION VIEW NOTE: SEE FOUNDATION PLANS FOR LOCATIONS OF ALL EMBEDDED UPLIFT STRAPS NOTE:THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
r.............
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.
A
6D COMMON NAILS
(0.113"x2") (U.N.O.),
�DA
6"EDGE, 12"FIELD SEAL:
B1 2 B3 B4 O.C. SPACING SEE DETAIL 21 FOR
CONNECTION TO F11,Ml
Total Wall Line Length:49'6" 1 BID COMMON NAILS FLOOR/CEILING
(0.131"x2 1#2") FRAMINGABOVE;
REFER TO PLANS FOR
REQUIRED FOR ROOF FRAMING/ROOF
WALL LINE PLAN VIEW STUDS SPACED AT 24"
O.C. OR ULT WIND BLOCKING
Bi B2 B3 B4 SPEEDS GREATER CONNECTION 5
THAN: 140 MPH(EXP REQUIREMENTS
Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing B)
Line Method Factors Amount Factors Amount Bracing Bracing Status 115 IVPH (EXP C) 3#8"MIN. WSP
1st Story B WSP 0.94 8.86 Exempt Exempt 8.86 16 Compliant 110 NPH (EXP D) SHEATHING ON ALL 02120 yO
SHEATHABLE
SURFACES OF BRACED
Furthest Distance to Adjacent BWL 49' 6" 2X BLOCKING AT ALL HEIGHT WALL LINE(7#16"OSB OF NIS
Roof Eave to Ridge Height 9 feet HORIZONTAL JOINTS OF (H) OR 15#32" PLYWOOD
Wall Line Length 49' 6" BRACING MATERIAL TYPICAL, U.N.O.)
(U.N.O.)(SEE DETAIL 20); PROJECT'
Gypsum Included MAY BE CIVITTED PER SHEATHING OPPOSITE
Blocking Included PLANS IF BRACING SIDE OF BRACING
Wall Line Wall Story Bracing Segment Adjacent Qualified TensionAMOUNT IS DOUBLED NEW GARAGES
Segment Height Height Method Length Opening Segment Nails MATERIAL:
Hold Down
Height Ile 1#2" MIN. GYPSUM WALL
END OF CS-WSP BOARD (U.N.O.)WITH Accessory Buildings
BI 9. 10, WSP 4' 0" 9101, 4 6712" BRACED WALL LINE TYPE W SCREWS
1 PER DETAIL 19 SPACED 16"O.C. (12" 2300 ROCKY POINT RD.
9
B2 10, WSP 4'0" 9' 3" 4 6712" O.C. FOR STUDS
1 CONNECT BOTTOM 9 — SPACED AT 24"O.C.)
B3 10, WSP 4'0" 9' 3" 4 6712" OR NAILED PER IRC EAST MARION 7 NY 11947
PLATE TO
B4 9. 10, WSP 4' 0" 910"
4 6"/12„ FOUNDATION OR TABLE R702.3.5;
..
FRAMING BELOW IN MAY BE OMITTED PER
PLANS IF BRACING
WALL LINE ELEVATION VIEW ACCORDANCE WITH . . . . . . BUILDING 2
.......... AMOUNT IS
DETAIL L 21
r
F., Length (L) INCREASED BY 1.4
BRACED WALL
1111 B2 B3 84 5 B6
METHOD CS WSP
DETAILS &
Total Wall Line Length: 70'6"
'V'A L E."""F REPORT
WALL LINE PLAN VIEW
BI B2 B3 B4 I BS S6 DATE: Monday, July 14, 2025
PROJECT NO: 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 I WSP 0.94 8.86 Exempt Exempt 8.66 16.84 Compliant
Furthest Distance to Adjacent BWL 49' 6"
Roof Eave to Ridge Height 9 feet
Oil, M 0 0
Included
Wall Line Length 70' 6"
Gypsum 'A
Blocking Included
2300 Rocky Pt-FILING SET -2025-0713.vwx
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ISSUE DATE o U) _ C o
REVIEW SET 04.15.2025
REVIEW SET 05.02.2025 XX
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12 UPDATED 07.14.2025
NEW WALL CONSTRUCTION:VINYL SIDING ON 1/2 4
NSULATED SHEATHING-R3.3 MIN. .ON 2 x 6 WOOD
STUDS @ 24"o.c.wl 1/2"GWB INT. FINISH '
12
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CMS ARCHITECTURE +
DESIGN
2505 Bray Avenue, Laurel, NY 1 1 948-1 669
// phone 917 576 6321 mobile 347 410-4960
csmith@crosarchitecture.com
2 - BLDG. 2 ELEVATION - WEST 0 10 20 30 40ft NOTE:
THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE
r� SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,
A-300b Scale: 1/4" - I ,-O" DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
SEAL:
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CONTINUOUS ALUM.GUTTER wl DOWNSPOUTS& I
SPLAH BLOCKS TO DRAIN AWAY FROM FOUNDATIONS U ���►,s'' Z
NEW WALL CONSTRUCTION:VINYL SIDING ON 1/2" NEW SHINGLE ROOF ON 3/4" INSULATED
INSULATED SHEATHING-R3.3 MIN. . ON 2 x 6 WOOD SHEATHING [R-4 MIN.]ON LVL RAFTERS ' "•?�
STUDS @ 24"o.c.w/1/2"GWB INT. FINISH Q.
021200 y0
i 12 OF N ENN
12 4
4 F // PROJECT:
WEATHERPROOF SCONCES-FULLY
SHIELDED [DARK-SKIES COMPLIANT] NEVI GARAGES
Accessory Buildings
2300 ROCKY POINT RD.
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BUILDING 2
F_ Al J IN
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/ DATE: Monday, July 14, 2025
p Adk 1st Floor PROJECT NO: 2501
/ CHK BY: CMS
V911ill" 7 1*
9"1 () 0000
- -
I - BLDG. 2 ELEVATION - SOUTH
0 1 10 20 30 40 50 ft
A-300b Scale: 1/4" = 11-011 u u u u u 2300 Rocky Pt-FILING SET -2025-0713.vwx
.. :
��Qw.
A.
W
5 W Q
O :� U
�`� m co `) N
ISSUE DATE O 3 z
'2 O 'O Q
REVIEW SET 04.15,2025
NEW SHINGLEROOF ON INSULATED REVIEW SET 05.02.2025 xx
SHEATHING P, 6 MIN. ON LVL RAFTERS F ING SE 0 .09.2025
NEW WALL CONSTRUCTION:VINYL SIDING ON [ ]
1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24" UPDATED 07.14.2025
o.c.w/1/2"GWB INT. FINISH �\
12
- -4 - - -
/ - EAVE
- - EI +9'-9"
----- - - --- - -- - - - ---- - ------------ -
____ 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
4 - BLDG. 2 ELEVATION - EAST NOTE:
0 10 20 30 40 ft THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REP RESENTS,REMAINS THE
SOLE PROPERTY OF THE ARCHITECT AND DESIGNER.NO REPRODUCTION,
DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
A-30 I b Scale: I/4 — I -O WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.0
SEAL: ptEID A
� ��SpQ�Ea Ml�ti� tiij►
�� I �tp
NEW WALL CONSTRUCTION:VINYL SIDING ON U
1/2"SHEATHING ON 2 x 6 WOOD STUDS @ 24"
NEW SHINGLE ROOF ON INSULATED o.c.w/1/2"GWB INT. FINISH
SHEATHING [R-6 MIN.]ON LVL RAFTERS
y� 02120 aQ�
12 12 0� N��
4 4
j
PROJECT:
NEW GARAGES
Accessory Buildings
i
2300 ROCKY POINT RD.
__----- � EAST MARION, NY 11947
- CW02C
-
- - - ELEVATIO1k I S
-
/ W02b -
5'0" 5-T T T - - - - - -
-
3 - - - - -- - - -- - - - -- - - � BUILDING 2
3' ' - - i -
5,.0
- - -
------------------------------ ---------------------------
- -
DATE: Monday, July 14, 2025
----------------- ------- --- -----------
---------------------------------------------------------
--------------- 1st F oor PROJECT NO: 2501
%� DRAWING BY: DK
CONTINUOIJSALUM:GUTTRDowNSPouT / ; . CHKBY: CMS
LEADERS T.C7�?R AT AIN AVVAYFROM�OUN�7ONS
A% 010 Al 00
01
3 - BLDG. 2 ELEVATION - NORTH 10 20 30 40 50 6Oft
A-301 b Scale: 1/4" = 19-011
2300 Rocky Pt-FILING SET -2025-0713.vwx
TABLE R602.3(1)
FASTENING SCHEDULE
NUMBERANDTYPE 16d rornnnon(3"12" 0.162") 6-cis.face nt:l'l Woof",stru"r'kural rl'�'llnels,subftocir,raof and Interiorv,,�,'!k sheathing to framing and particleboard wz,:sheathin,. t
ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION T
framing
OF FASTENER'� c f
12 Top Plate to too pia
Lox 0.1 2S n (see T ab I e R 60 23(3)fo r d s V t ur Pa n e, r Xterior"w"P sh eathing to Z� 11 tramingl
Roof '2"o.c.face nazl
0.131 no
6d cornrr,)n(2"' G.1 13't)nall
4 8d box(2112"x 0,113")or
-e nail on each side Qf'end
Blocking between ceiling joists or rafters 3-8d common(2112"x 0.131 or IS 16d cclrnmon(31f,"x 0.1�21; Fir (sulafloor,viDlhl
Too nail tent 2"o :11 li-�" cornrnt:tin(21i_�"x 0131')nad 6 12f
3-1 od box(3"y 0.128") or 12 1&d izc y(3 1,,,",,0.1.4 S");o r
to top Platt, 3-3"x 0131"nails 13 !",ouble.top p5ar.e splice 12 1 C'b a x(3 X 0 A"3 -1 OF (lninimum 24-1,p qpli,.r, (roof,, or RSR_S--01 (2�1l,`�'0.113")nad
k.n CL gth each (r c,r)I
8 W
12 32'x 0 13 1"nailsk -E5 W
4-8d box(21/,"xO.113");or side,of end feint) 1 C:
E2 a) C,
caJ
3.8d common(2112."x 0.131");or 8d crimmon nail(2'12"x 0.1311");Or 03 1
2 Ceiling joists to top plate Per joist,toe nail 1- 6 12' ISSUE 0 (1) 0
3-1 Od box(.3"x 0.128"),or Eottorr,ri�me joist,rim band Jolls, 16d corn, 0,162") 16-O.c.face'nail P.SRS-01:(2"1&" mail froctfh! DATE .0 U) M C) .0
3-3"x 0.131"nails 14 or '6d'box(3!/2' x 01_35"):or REVIEW SET 04.15.2025
!'�Id'common(7)"x Q148" X
Ceding joist not attached to parallel 4-10d box(3"x 0.128");or 2"o,c_face n,:34 )nail;or
3 rafter,laps over partitions(see 3-16d common(31/,"x 0162");or Face nail I 8d(21J�," deformed rail12 REVIEW SET 05.02.2025
i i �I.L 1�.11) Boqcim plate to joist,rim jo gist band'oi�t 3-16,:1 box(3%,"\,0.1 or 3 ezirft lt^,�'o.c.face nail other wall sheathingif �A I N G ag,—05-0 9_.2 0 2 5
.:,,,,,and RS��` 4-3"x 0.131"nails 15 or 21 6o common(3 V," 0,1 F,2 2 eac,,',16'o.c.fact,nail UPDATED 67.i4.202�
Ceiling joist attached to parallel rafter b,o c k I I-i g a t 4-3" -0.13 1 4_,�3ch 1 E"o,c,�,,ct ri�iil g�%eanizted roofing-ail,ltlf;"
celiulosictibe.rOoacl
4 (heel joint)(see Rj�[:' and Tc;N"''1'1��r!2.1' ;ace nail �3) hea d or 1'/4"long,16 p,,]. 3 6
4 8d boy.(2'l`;`x 01131;of sheathing
staple voth Vls'or 11'crown
3 1 "'box' 0.1 or
Collar tie to rafter,face nail or 1'/,1" 20 4-1 Od box(3"x 0,128");or,
8, 1 1/,z"galvanized roofing loa^4,711(,"
5 ga.ridge strap to 3.10d common(3"x 0.148");or Face nail:each rafter Toe rla�' strucztwal ce%.Ilosic
4-1 C1 brrx( 0�12 3"):or '-,ead
rafter 4-3"x 0.131"nails fiberboard_�oathjng ..<,',ci r 1'1,, 1 o n g.16 g,a. 3 6
ta.131 1s 7e �
'16 T-on or bortom Plate to stud staple-AliM $If, nor � C�Owyk
3-16d box nailsQ'/2"X 0 1 35"T Or 2 toe nails on one side and I
3-1 Od common nails(3"x 0.149");or too nail 3 It Ed boy,t,31�2 0.1 35");or "l,'garvanied roofingnalf:stap�c
6 Rafter or roof truss to plate
4-10d box(3"x 0.12?");or on opposite side of each 2,1 15d c o m rn o n C 3 x 0.16 2 r 35 li,�"gypsum she,-.nhin't_! g"alvanize, 7 7
E d rail
4-3"x 0.131 nails rafter or truss 1 3 1 Od bose(3"x Q.1 28"):of lcong;I 11„"sit evis,'Type W or S
3 3",'',,.l 31
4-16d(3112"x0,135");or 1 s1,3'gaiva n ized roofing-ail:stapte
3-1 Od common(3"y 0.148");or 3.1 0d box(3"x 0,12 or 36 gyps;,'rn sheathing-f nlvaloized' 7 7
Tee nail loo plates,iaps at corners and g'
Roof rafters to ridge,valley or hip rafters 4-1 Od box(3"x a 0.128");or 17 in"ersectior"s, 2,!6d COn"irnon x 0.162"):or l7a c e n n 15i;l'long;I s/i.,"screws,Type a,or S
7 or roof rafter 4-3"xi),131"n Is 1 3 3"�0.131"nall,,
to rninitrUin 2"ridge bearn 3-16d box 31/2"x 0.135");or 3 8d'box 01 1S ):or
2-16d common(3112"x 0.162');or
End nail 8d common f2l/a" O..t 31');or
3-110d box(3"x 0.128");or 18 1-lorao�!to eaJi stud and p ate Ficct nji'
3-3"x 0,131"nalls ,C I box 3"x 0.126%of
rarles a.NtOzr are chilrpq ex"'em Mere Na!%'ui;id':,r frarl—)t;anct,
for �1.V)2 irich comm,". rii!),IjC for sliank
Wall 3,,,"d box k21/2" O�113'):or .I btitnot Lr1r,,'e�than 0.177 frtch.��rd 1 C'C',ksi for sli,.irk':l.z l.t r. i of 0.1,12 irr.,i or
2,8d common(2 0,131 or
16,al cornn';On X 24'o fare nad 19 1" 6,�'shearhing to each btaaring Fact.-nai� n-,'t
box(:3"
a>e it
10d box(7-12.12b."):or 2 staaIes, "ccovin, 1 c ga,,I�1,"tong C..N'Als spwed at rnt more t."tan 6 indzc%or,cerrtpr,?r 0:,;:'i:i ofwre oar r11 ir,"lm ov
16'O.c'face rla'l
3 t'i'l 3 1"nazis-
3 Sd lbcx WiY'x 01131 or d.Fcull
stuc to stud and -Ibuttl-g,'�tud_.-'1� 6d box(3 1/.z"x I), o r ARCHITECT
12'o.c.Lice nad 3-8d comman 0.1.31"):or ti. of rn-lrc�t,1�,d ei 0,' table bt,t'.'�w�l on
9 mterse�.'tirig COrTlers Q,131 Hotly, 3.1,0d box(Y-(i.128");of
°"At " , ""',) :' "�:ze! to gab""end framing,and to 4.�lr-chv,:ol roi_,.f�-ctpe%�mti
I r"ox.fa ce n'a��I ', '�l CMS ARCHITECTURE +
t 6d comrnor,(31i,w 0.1621 3 sta, I es, crv,,,m, I e&,1 "lon,
V'X E"am,Wider sheathinu to each nl:N' Ile'W'lced oat 6 on CC"'L"r whet'the ultimate ceslr iz ,e srar;zd 4 n•F,e tan Fact,nai' cvr-tterveh,'�rL tNr,L�nrrlat�,dlt,§pnwrndsplrv-d:zi 1�jrrqph or greater
(2"To2-lheade'vvfth 7l", 1 6d corr:mon Q 1, 01.162"1 1(3 n r.e a c h e d ge fare r e n a: i-,ea r i r,'q Wider Vhan 1 8,
10 up fts,_idei 4,8d box(21J,,"-0 :'1.' or DESIGN
.�Paco'-) 16d,box(31 l_" 0.1 3s") 12"n r.etarilt edg.'��face"..0 3 Sd comrrion(2 11 0,13, or
A 5 T!,°C2 0 S
5-8:1 ibox f2 1� 0.113-);Or 3 1 C o:b ox(3 0.12 8%o f, h.Soaz:lngof I.q!;itev"-N!i on floor si'leathl1w,parml ei:tqe�'�ap�'lfiqs 1�:i pano -innLlt and rmu r��l blo,�l-r,art;at 2505 Bray Avenue, Laurel, NY 1
11 ntioz headcr In slt.ld 0.131"):or Toe nad 4 staples, Vt crovm, 1,5 ga., 13t/ i,)ng C porltri byf�illning n
roo �htl -J� %"c'",pralie",to pz'1"zI skjp-p"'rwd ty fralr'l-rtg members. phone 917-576-6321 mobile 347-410-4960
nor mtrirrlet'IF&onl'. spa_lr,rt o�fasterern o A mO ,1�'.par".-,S,
41'�d box(Y x 0 122,1 reqkAted blockMg, Bic-ckir<11 rc:.'f of P�_lo,F 1,hcatilling I,tnlz! to t�ft�fram r,q mrmnbvr�I,,e&d rl:,,t be promded excer',t as csmith@cmsarchitecture.com
requ::ed by otber proviskrlli,of:..is Code.Floo,p"c lnfAer tlurp,-),red by IrArnit)p rrem.btts of t)::,,*ing. NOTE:
TABLE R702.3.5 THIS DRAWING,AND THE IDEAS AND CONCEPTS IT REPRESENTS,REMAINS THE.
MINIMUM THICKNESS AND APPLICATION OF<,.YPSU1A 810ARD AND GYPSUM PANEL PRODUCTS i."'k 1""re a i's fa ste.re6 tc,qrt'41'i:'.'��Prlt r r�+ng:'n"'.'tr a�'.'of'J"u'l"r'.%1a1'11 sr.hrIal u-io.,t,,ovi 1c,t,�vc toi�,nails on anit side CJ the.mlt,air SOLE PROPERTY OF THE ARCHITECT AND DESIGNER NO REPRODUCTION
and tr�c ft�Irrl Ill;zz��e litig i it""t to toq'� ;r�acct-damc w�vh thi The toe nail-,n the op ios-itri-�;H%t�of rafter tihail rlo�be DISSEMINATION OR ANY USE OF IT IS ALLOWED WITHOUT THE EXPRESS
THICKNESS red. WRITTEN PERMISSION OF CMS ARCHITECTURE+DESIGN,P.C.
OF ORIENTATION MAXIMUM MAXIMUM
11m,�' OF GNI f,S ii t"I SPACING SPACING OF SIZE OF j.'-iEAS-0 1 Isa Rc0 sfiva,1"firg V;Ig 9han",nail r".erting:ate qlec:fzc Xtv,!',5 in A�:'Tkl Fl fi6T
OR t'0ARD OR OF FASTENERS NAILS FOR
GYPSUM APPLICATION GYPSUM FRAMING (inches) APPLICATION SEAL:
PANEL. MEMBERS TO WOOD
PANT..! PPODUCT (inches FRAMING' LVL RIDGE BEAM-VERIFY CONNECTORS TO RAFTERS
PRODUCTS TO FRAMING O.C.) Nails' ScreW5b NEW SHINGLE ROOF ON INSULATED SHEATHING Iq%(1"eft M1
(inches) SHINGLE ROOF ON 3/4" INSULATED [R-6 MIN.]ON LVL RAFTERS I
Application without adhesive SHEATHING ON LVL RAFTERS C
5.
13 1:/4" 1 3/4"X 11.875"LVL RAFTERS @ 24"o.c. r ro
Ceiling" Perpendicular 16 7 1, long,1964"
head,0,098" 0
PENDANT LIGHTS-EXPOSED CONDUIT
1 Ila"long, 00 &J.B.s ABOVE CROSS-TIES fti,
annular-
ringed:or 4d 12
coolor nail.
Wa I I Either if, 8 16 0,080i, 41 12 1 3/4"X 9.5"LVL RAFTERS @ 24"o.c.-PROVIDE
BRIDGING per R802.8.1 MAX. INNTERVALS OF 8 FEET
I u 4 OF: IN
direction
head. SCONCES: FULLY SHILEDED
13 gage,I tl/a" ....................................I llllI iiiiiiiiiiiiiiiiiiiiiillillililllI [DARK SKIES COMPLIANT] PROJECT.
ceiling Either 16 .1 1011F,"164"
direction 1 12 h,Pad:0 099' 000000 NEW GARAGE S
'1;''long, Eave
1 24 7 12 annular El.+9'-9 If
Ce:ling" Perpend;CUlar ringed;5d I Accessory Buildings
cooler niii, 60
CROSS TIES 24"o.c.
A 2300 ROCKY POINT RD.
Wall 24 F. 12 17,'Iong Eimer OVERHEAD GARAGE DOOR TRACKS-
direction
1-76.,"heid:or
HANG FROM STRUCTURE
c EAST MARION, NY 11947
Either 0 0
o
Wail
irechon 16 8 16 LL_\1 LU
d 1/,'."long,9/12' (D B U I L D I N G 2
head. <
Of
GRAVEL DRIVE w/2 ft. SECTION
5" DIA. STEEL COLUMSo CONC.APRON AT
HIGH POINT DOORS �AST E N I N G
EI.+6 dk 1 St Floor
- SC H E D U L E
LL_
cr-1 DATE: Monday, July 14, 2025
> PROJECT NO: 2501
DRAWING BY: DK
NEW POURED CONIC.FOOTINGS 5"THICK CONCRETE SLAB ON GRAVEL ON CHK BY: CMS
COMPACTED GRADE.min,slope 1/8"/ ft.to dor
ACCESSORY BUILDING 2 - SECTION A-A o 10 20 30 ft Jo0moo
A-350b Scale: 1/4" = 11-011
2300 Rocky Pt-FILING SET -2025-0713.vwx
�D�G��C�UK�
~ ^~ ^~" STEEL BASE PLATE NON-SHRINK GROUT 1.FOUNDATION GENERAL NOTES %. CONCRETE NOTES 3. CONVENTIONAL RBNFORCEMENTNOTES
1. �mooand Ominonmm: 1. CompmooiveS�og�: 1.Gmdo:
n�vv:um�x�|�o�au �mn�o�nnx�o���mmo�o�o��n�the|n�m�o �Co�Qmm�d�umomnmomUmQ.kmmxnmx� /mmmvmmax��wamm�mm2�g compressive mm m�3�O psi and boxm�dm�AST�C'39 #3mon,and oma�rohanoon�nnmASTM A61SG�do40o,hiUhv�and#4mb�and
EMBEDMENT m.mommmohon�euiMmQCo�and�o|n�ma�ono|Ravid*n�u|Co�.ao��io��o�oo and o�inonmn. on*�Onu�on��a �o|omp�rmodxb and bmmmon\vaUu. |a�sshall mn��wASTMAO15Godo0Vormgoo,and ahoUbodwoUod and inomUod ,
drawings,and manufacturers'recommended inme||atNnanuwxo/opeciOmtionv.|oNoovon\ofodiscrepancy 2. Aggregate Size: per AC|318 latest edition
between the plans/specifications and applicable codes and ordinances the more stringent provision shall apply.All Maximum aggregate dzo shall bo1 y;' 2. Cum,ego:
referenced standards,manuals and publications referenced herein shall be the latestedition. 3. Concrete Placement. The following shall ho the minimum reinforcement concrete uuemgo '
2. Design Codes: All mixing,�anopv�xion.pm�ng.and ounng�oonc�moxanoomp|ywuoAC|'31O.ounon\odih m m on�Dono,p|000 a)Concrete m
yoxpuoe� oa�x 3^ �
This foundation is designed in accordance with,but not limited to,the latest editions of the International Building Code concrete less than tvo days priorto a freeze unless protective measures are taken.Concrete shall be placed when b>Concrete exposed to earth orweather:
and the International Residential Code(if applicable)and other applicable codes and standards. temperatures are ot c minimum of forty degrees Fahrenheit(40*F)and rising unlessprotective measures are taken as No.V through No.18 bars...........................................................2^
3. Permits: specified by the concete supplier.If ambienttemperatures will reach above sixty degrees Fahrenheit(607),the entire No.5 bar,w31mO31 wire,and smaller....................................1&. '�� UJ
Owner m owner's des�nomdmpms�wwoo�Uo�an�|mqu�dp�m�� slab surface n�:hoo�����m�dbyx�pnghw�Kxomin�um�72�mm.mmmo �ngmomvmnUo�r . fY
e= 4 Drawings Scope: concrete placement. 3 Chairs: ' Z
These u�wmgoa-in�nuodmnhmwnn|yonmm"�|hwnda�on�mnwnuno:m|,�@moppmmiu�������vmomm 4� Conom�7»mp�x m� - ua,o»�imhxmo�ouoxaohospmmoomoximum����vnoonx�oa���a�x ISSUE DATE �� � '`n �
EO BARRIER - ' �- o m |� u �o
dionipnnoosuch 000mwiwnmm|.m��univa|.pmmb�g.e�u�oo|and��|�rModon�n.|o��vnand size�Umpn. |nnommowmmo��oomon\�mmommxomngammpo�mmino�oss�nino�dog�ooFohmnhoit�0^p)Uo that�or�n�oingo����omo 1��od�enuohnm�o�p��o�b.
openings, dh�wa�.pa�oo.��o.o�. permitted, 4. Lap: K�V|�VV��T V� ��ZUZ�
5. Verify Dimensions: S. Calcium Chloride 3nd Fly Ash: Continuous reinforcing shall be lapped a minimum of bar diameters.Splices shall be
Contractor shall verify all dimensions,drops,slopes,and details of these drawings with those of the architectural Calcium chloride or almixtures containing calcium chloride shall not be used as additives.Where fly ash is used,only tied m the both ends of the splice. REVIEW--T ------
#5 GRAVEL
design plans,and contractor shallreport discrepancies to engineer in writing and arch itect/des igner prior to the start of type C fly ash shall baaccepted. 5. Welded Wire Fabric:
�
construction. O. Air Entrainment: Welded wire fabric 0NWF ox�|m,���ST�A18���mo�nnonp�n WWpsh�|
O Con�euv,��u���va�vn: mamanov�oum�o�nQmmdi\inno mmommoh�|he designed o�v���yusing air enu�inmuwmomo, be supplied m�oo� ' '
\-��- COMPACTED D0L '",inUoons*mobon�oonn�'om,muyonoounwmximingonnm8onomat were unknown during design and va�hnm appropriate methods
~'~^
� i��- the plans.The contractor shall notify the engineer in writing prior to proceeding with the work of all discoveries that 7. Vapor Retarder: 0 Stirrups:#4REBAR��O^o.o. � in��xo�mpmpv,vmmuovn�m m o�oanmhr�v�miu`moo�uomg ninmgh��meouomum. A minimum 0'mi|m|�p | m v� m���m, movoo �sheeting placed dire
ctly b� � | o -Depths m stirrups for mbar cages shall bo beam depth less 7"to allow for minimum !
7. Additional Details: minimum of0^and seal with duct tape m other tape approved for such use by its manufacturer.Vapor retarder shall reinforcement concrete coverage(unless noted otherwise).Unless otherwisenoted,
� o contractor requires additional details m information not found on the drawings min the specifications,contractor shall extend w the perimnler formwork and preferably extend 2feet beyond the perimeter of the foundation. stirrups shall be#3=bar spaced m24"vncenter. |
request this information from engineer in writing prior m the start of construction. 8. Continuous Pour: 7 .Dowels ot Foundation Additions:
4 POST FOOTING DETAIL 8. Requested Change: Concrete shall be pleced 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 '
Any requested modification m these drawings and/or specifications shall ho submitted m engineer inwntinQ Contractor o�aoontoonommbep|eood more�on80minumoapo�inv� �o, pmvon\Mo� co
ld min�n�ngomo|dowels ohaUbopmviuvu and embedded a minimum of0^inm�o '
F-101h Scale: 1:20 ohaUnot pmc,vdwith mquno�dmnuifioanonoonm,oengineer,ppmvoomquo,mgmooifioauun,inw,mng. 8. Adding Water: existing foundation and secured using on epoxy anchorage adhesive such uothe
9. Roof drainage: Maximum water odd,dw concrete ot the jobste,without written permission from the concrete supplier,is 1�gallons adhesives manufactured by Simpson Strong Tie SET or equal and installed per the '
DOOR JAMB BEYOND Dwellings shall have o controlled method of water disposal from roofs that will collect and discharge roof drainage m per cubic yard of conrete.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
CONC.APRON MIN.5%PITCH the ground surface at least 5 feet from foundation walls or to a subsurface drainage system. added shall ho collected from each driver and retained hycontractor. 36 bar diameters with the reinforcing for the new foundation.See plans for dowel sizesGRAVEL DRIVE EXPANSION JOINT FILLER '
10. Final Grade Survey: 10. Annxn,Bo|m: and locations.
SLOPE FLOOR ^ In order to assure positive drainage away from the foundation,a licensed land surveyor shall perform a final grade Anchor bolts shall Lma minimum of112^diameter x10^long J-bmKomppmvedequal, 8 .F|atwom:
FOOToumo pimmo�u»aoq'Or�nogoo|mmhon,�nuUimm|on�000|Vh*no�ovn�ou�umon� minimom�mJ�o|myvrnNo(hmmm p|x�pmASTm�1un4Gmuv55�mw�p�om��nuwm�nh�|bo Flatwork such as,but not limited to,driveways,pauoo.porch000ndoid*wukomxaonw | �
18. Structural Stability During Construction: embedded aminimumo,8"into concrete.Anchor bolts shall uo spaced a maximum of 4'^0"o.o.and located within 12" bo doweled into and shall bo isolated from the foundation to allow for independent
The drawings illustrate the completed structure with all elements m their final positions,properly o"ypnrmdondbrawd. from the ends of eaci plate section.Anchor bolts shall not be placed in cloorways.Anchor bolts shall be coated in movement. '
* The contractor shall bo responsible for all construction means and methods.The contractor,in the proper sequence, accordance with the pressure treated wood manufacturer's recommendations.
shall provide proper shoring and bracing u,necessary dunngoonstmctionmmhiovoNoona|oomp|omdmmnmm. 10. won'8*onxGmvt: .
Non'ohnnkgmut shal be Medco"Metal Grout"or equal.The grout shall be according to ASTM C-1 09 with a 28-day
| ompmssivostremQtl�of720O psi(fluid)m1O.500 psi(p|astic).
GRAVEL BASE
UPLIFT STRAPS
� WALL ALL GARAGE DOOR .
CumC ruumu*/mn . |
U�vAPORBARR|ER
� ! |,
� .
CONC. . |
� _ __ . ARCHITECT
co |
������ ARCHITECTURE#4REBAR(�1�u� ! "/ | ���8��U�� ��[l\^�| || | L_\�� | ��FlL_ ��
� -��--- COMP4CTEDS0|L2" LINE OF SHEATHING__ |
! | 0�^����N���N
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LEVEL CURB: EL+10" namiUm@cmoanchitentune.00m
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DISSEMINATION nn ANY USE ornmALLOWED wn000r THE EXPRESS
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GARAGE DOOR OPENINGS
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PLAN FOR LOCATIONS UPLIFT STRAPS EMBEDDED IN
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co GARAGE DOOR OPENINGS PLAN & DETS ,
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SEE METHOD PFH (SINGLE OR BETWEEN DOORS
GRAVEL BASE 3 3Y2"
DATE: Monday, July 14, 2025
CONC.FOUNDATION 6 mil.VAPOR &NAILING SCHEDULE PROJECT NO: 2501
BARRIER
CONIC.FOOTING DRAWING BY: DK
CHK BY: CIVIS
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