HomeMy WebLinkAbout52852-Z apf SOUIyo`o Town of Southold
* * P.O.-Box 1179
41ig 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47115 Date: 06/05/2026
THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE
Location of Property: 33610 Route 25 Cutchogue, NY 11935
Sec/Block/Lot: 97.-2-13.2
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/17/2026
Pursuant to which Building Permit No. 52852 and dated: 04/09/2026
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory shed as applied for.
The certificate is issued to: David Gamberg,Maryellen Gamberg
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
Authorized gnature
of SO TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• I 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#: 52852 Date: 04/09/2026
Permission is hereby granted to:
David A Gamberg
55 Harvest Ln
Cutchogue, NY 11935
To:
construct an accessory shed as applied for.
Premises Located at:
33610 Route 25, Cutchogue, NY 11935
SCTM#97.-2-13.2
Pursuant to application dated 03/17/2026 and approved by the Building Inspector.
To expire on 04/08/2028.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $245.00
CO Accessory $100.00
Total $345.00
------ — --------------------
Building Inspector
w OF SOUIyO - -
�a� * `* TOWN OF SOUTHOLD BUILDING DEPT.
COW,� 631-765-1802
INSPECTION
[ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: oo-f—c �Se Y � a-S
DATE INSPECTOR
ySOUlyolo
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [;;I
SU IOWCAULKING
[ FRAMING /STRAPPING [ NAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION=
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: 69-
DATE INSPECTOR
o�S�FFO1�oGy 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 https://www.southoldton=.gov
Date Received
APPLICATION FOR BUILDING PERMIT
Ly V lr i
0
For Office Use Only
PERMIT NO-5 Building Inspector: I MAR 1 7 2026 �p
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an ,
"Owner's Authorization form(Page 2)shall be completed.
Date:3/09/26
OWNER(S)OF PROPERTY:
Name David_& Maryellen Gamberg^ q r„ PcTM#1000-473889-97 2 13 2
Project Address:55 Harvest Lane,_Cutchogue, NY 11935
Phone#:631-806-894 - ' q 3 7�r
Mailing Adaress 55 Harvest Lane, Cutchogue, NY._1.1.93.5.___m.___�... ...mr_t__. .�._
:�CONTACT PERSON:
Name DavldTGamberci
Mailing Address:55 Harvest Lane QgtCh09Vq,-,NY 11935
Phone#:631-806�4-3 6 y3 7 Email:davidgamberg@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name Jake Harris Gambergr
Mailing Adaress 400_Village Parkway R #109, Atlanta,GA 30306
Phone#:631-806-8013 Email:jakegamberg G gmail.com
CONTRACTOR INFORMATION:
Name Backyard Products, Branch 59 uo G._� Atmr,�n __
Mailing Address 12-16 Grand Blvd. Brentwood_NY, 11717 balk and ro 4
Phone#:631-940-9601 F!T!il:
DESCRIPTION OF PROPOSED CONSTRUCTION
®New Structure ❑AZon ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other C $8,700
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION,'
Existing use of property ReSlu,elltLal,.._ Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_8'G-- this property? ❑Yes ®No IF YES, PROVIDE A COPY.
'8 Check Box After Reading: 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.Tare 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 210A5 of the New York State Penal Law.
Application Submitted By(print name):David Gamberg ❑Authorized Agent BOWner
Signature of Applicant Date
STATE OF NEW YORK)
SS:
COUNTYOF SwYicV0 )
VCI,,,-rA being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(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.
ROHIT SHARMA
Notary Public•State of New Volk
Sworn before me this No.QISH0003551
Quadded In Suffolk Cody
MY Commission Explres March 24,2W
IT' day of )�grc k ,20q(,
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
660 Mr%r%f"4-
55�z' N01V 9
DATE
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4-Al FRS
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OH NOTIFY BLI'..D;"(:'I f)Ff el,nTMENT AT
631-765-1 G), NM TO 4�_Y' FOR THE
110,
'0" FOLLOW 0�.'7'FrTIONS: HARRIS DESIGN
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ATLANTA, GA 30306
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SST PHONE: 631.806.8013
<- 4. FINAL-CON STRt
40001- BE COMPLETE FO'Fi'C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTON ERRORS
All,
7, These plans are copyrighted and are subject to copyright
protection as an"architectural work"under Sec.102 of the
Copyright Act,17 U.S.O.as amended December 1990 and known
4(- RETA1111 STORM WATER RUNOFF as Architectural Works Copyright Protection Act of 1990.The
L protection includes but is not limited to the overall form as well
100 P
'SUANT TO CHAPTER 236 as the arrangement and composition of spaces and elements of
oo UR
design.Under such protection,unauthorized use of these plans,
work or home represented,can legally result in the cessation of
OF THE TOWN CODE.
Ch construction or buildings being seized and/or monetary
C compensation to HARRIS DESIGN.
<1
Q11
t-4
4V EXISTING i FENCE
NEW STANDALONE
Q, STORAGE SHED
-1 STORY(HEIGHT: 11'-0) NO. ISSUE DATE
-AREA: 240 SF
01 PERMIT SET 03.16.26
MPLYWnAL CODES OF
- - - - - - - - -- - - - - - - - - 134' EW YORK STATE& fOWN CODE
ASREQUIREDAND ONDITIONS
- - - - - - -- - - - _ __ _ _ _ _ _ _
TOWN ZSA
0 EXISTING
'PEOMM TOWN RANING 8
'0" CV I STY BARN tj 138'
432 SF' TURVEES
'0" A 0
ow-WA00swelom I _00 FLY$.
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EXISTING FENCE IOLD HPG
EXISTING POOL FENCE
EXISTING
PERVIOUS CCUP1,116,
PARKING U V11,
EXISTING WELL
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LO
EXISTS
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STONE WATERFALL
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0 DWELLING EXIST.
ZONING CODE CHART
2,500 SF PATI10 Q11
W/BASEMENT (P
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Y LOT INFO: -7 04285 0
EXIST.PAVERS PROPERTY USE: RESIDENTIAL
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LOT SIZE: 82,202 SF
ZONE: R-80 W26
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EXIST
10, HOT TUB �..' - a/ SETBACKS:
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FRONTYARD: 50'
!q- 4z;
S-T. A-C. SIDE YARD: 20'(EACH)
04;y SIDE YARD COMBINED: 45'
A.) -4 REAR YARD: 25' JAKE HARRIS GAMBERG #042858
.100 MIST.
SMUNA
ep. LOT COVERAGE/IMPERVIOUS AREA:20%MAX
(14,989 SF/82,292 SF)*100 18.25% GAMBERG
Al
8F
-�o IMPERVIOUS AREA
ce) RESIDENCE
55 HARVEST LANE
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CUTCHOGE, NY 11935
0011 o �'� ^%I ti / \
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S.C.T.M. # 473889 97— 2 13.2
SCALE: 1/16 it 11-0 if
DATE: 03.16.26
DRAWN BY: J.H.G.
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00
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A4Q-1V tV 41�
�C S1, '94 y gSp 'J; Sr/N UNDERGROUND
4r"/?/ Q TELEPHONE Box PROPOSED
00 ELECTRICAL
BOX
SITE PLAN
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77-7177'777-
117" 77171`7"'
1-7 7L 77771
0 20' 100, 200
CONSTRUCTION NOTES FIREBLOCKING NOTES FRAMING AND FASTENER INFORMATION MAP
PROPERTY LOC ION
1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11 OF THE 2025 NEW YORK MARK LOCATION SIMPSON TIE# INSTALL NOTES
INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE STATE RESIDENTIAL CODE. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT �- , ,,
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN 4, i F„.;,"� _� r $ # °
1 ROOF RIDGE LSTA 15 EVERY RAFT 1i� g '',
/ 20GA-14 x15 s.. . � ,.. �� �.«• ���µ . ,23 I`-" 11.,, , t,
STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD STORES,AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN I k ,, „�$.!,, <".. dx ;, _'' � ,' '',,
I 11 I
I LL W LOCATIONS. :", ��,.+ m "`° .,, " " 1. �$•.: ,-'4- k, y ,z, �, $k E `r � '* x`,
I, I
CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, , � , .,z , k. , ,. 11 " ` '�,, ® 1 I w,WOOD FRAME CONSTRUCTION I THE FOLLOWING INGR, ,, „; ' $ . . . rt e ..V .
STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE 2 RAFTER WALL LSTA 16 EVERY RAFT 1i� of ' � ;' :"r� ;' ^, ,r a �. a,„' '. `"
a
ALLCONSTRUCTION TO COMPLY WITH THE FOLLOWIING APPLICABLE CODES AND STANDARDS: CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE R. � , �� ' ,s, .° ' " ' "'r ` �_ ' i
2. A
INTERVALS NOT EXCEEDING 10 FEET. BATS OR BLANKETS OF MINERAL OR - R£ � ,, t
-2025 NEW YORK STATE RESIDENTIAL CODE FIREBLOCKED AT I S 3 WALL/WALL LSTA/21 EVERY STUD _ 1i� . '{` ' " ' - 11 '' � ' " L '
-2025 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL a I ��" ° •;w,«: I I t ;"r+�# ';� h ;'' "$"` p1.
-2023 NATIONAL ELECTRICAL CODE(NEC) ROWS OF STUDS OR STAGGERED STUDS. . - � " •r�'f, e $ i� a x e sq'- - =v i
4 WALL/ BASE PL RSP4'L-B+M EVERY STUD 20 GA-2 "x 4 . " Ql°� d .'; �►.Y+` ` °4 . `� 2, {
-2024 WOOD FRAME CONSTRUCTION MANUAL(WFCM) 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS „., .,^, e .n„ ,< , ,' _ ; r • �•=g _; RABBIS DESIGN
-APPLICABLE LOCAL CODES ORDINANCES,AND REGULATIONS OF THE TOWN OF SOUTHOLD OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS °� , , _;.. ", ' M
f S,
n �F?Sa" y';,,., t, _�C`;' �i. f- "._ fin .',, x%[^ '', 'F +e`s a r �' - .,,1 ,-,,: i,
3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 5 BASE PL/ FOUND 1" ANCHORS 4-0 O.C. ADD AS NEEDED �, w ,,k 1! � ,x I� � �. .. . = $.;,t T T. h, � r _ -�
2 ID ,. &r ''f ;.. v,, . , . ;.: _ ,_ � fl ''„�:�_. 400 VILLAGE PARKWAY NE #109
MEETS CURRENT FEDERAL,STATE, COUNTY AND LOCAL CODES, ORDINANCES AND REGULATIONS, ETC. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. k' ~'. :; ..(. „
, ,� � ; 1 . . ,'1 - : �. ....-..� P. . a.+, ;.� R , ti; ,. � ATLANTA GA 30
AS PART OF'THE SPECIFICATIONS FOR THIS BUILDING AND 4. AT THE OPENINGS AROUND VENTS PIPES AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST ,� ,1k, : " <, ,, :T 'P," I. , 306
THESE CODES ARE TO BE CONSIDERED
' - ALL TIES TO BE SIMPSON STRIONG TIES OR EQUIVALENT " ,W w` `' s ",�. p , ter;,__- I «� w� �,`f": PHONE: 631.806.8013
SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. J, . #," � , , 4. ,, 4 � ., ,,, :,�„t „$ «
ALL FRAMING AND FASTENING SHALL COMPLY WITH THE . _ �" .. r. ��
4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) 5, FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. ..,, , r:x . "..° µ '•. w, ,�,., ,< " "°;.' `' .
PRESCRIPTIVE PROVISIONS OF THE 2025 NYS RESIDENTIAL CODE �111s'- .f.. ; x4 ' i,,b' ? �,-, .` ,' I;,' i� ;r(
5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO RESIDENTIAL CODE. _ t
AND THE 2024 WFCM FOR OMIE&TWO FAMILY DWELLINGS ,I . , rg % .et a - 1 I j�
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR f " ;`
CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY ;'P .: ,. ,, ; , ;:; � ; �.�, p,
RA N CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR WIND DESIGN CRITERIA SHALL COMPLY WITH SECTION R3010FTHE ,i >' a � , , xr- , I
PREPARATIONS AND PROGRAMS I CO ENERGY NOTES j ',°., > . W �'
2025 NYS RESIDENTIAL CODE , , ,- , # . , � s "� P r
A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ,,0 f'' J „ �.' ti ?.
EXPOSURE CATEGORY C-DESIGN WIND SPEED 130 MPH :f ",`, ° L=. �'� I '' These plans are copyrighted and are subject to copyright
2 U� 0':�q q, E C'[ ` "
6. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. 4. 1.�.
1. THE DESIGN CONSTRUCTION SHALL COMPLY WITH THE 2025 NYS ENERGY CONSERVATION m, •a wr. , - x ;W= _+' '`, ' ?" protection as an"architectural work"under Sec.1O2 of the
.
CONSTRUCTION CODE.
"^ ° lu Copyright"$; , A.� ,�, � �'' .' Act, U.S.O.as amended December 1990 and known
� "_.� >, , ,� as Architectural Works Copyright Protection Act of 1990.The
2. ENERGY COMPLIANCE SHALL BE DEMONSTRATED BY PRESCRIPTIVE METHOD OR APPROVED e * . ") r'�` 'r:*« w. fi '' « "
�„ , ':� m. �� *: � &, _. : :a.. p°; ^''�<°"`"� t "' protection includes but is not limited to the overall form as well
FOUNDATION NOTES ENERGY ANALYSIS. NAILIPVG SCHEDULE xs`�' ? "r k'� , , ' 4 � .` ,:L.
1.r # "' �, ,b' TM - , , k R ,„ , •' r.• , as the arrangement and composition of spaces and elements of
c "$� '', , " L a „ 1 B � a;,, v , M. design.Under such protection,unauthorized use of these plans,
x « ,. . , s- , deg, I R x, w Y,
- r� , ", ., *,<> _ y?� ;� "„� $h, work or home represented,can legally result in the cessation of
11, °«'„ ` '� *• ' ;, .t° �' r.� ¢,�: •o� '� construction or buildings being seized and/or monetary
SOIL NOTES ROOF,WALL,AND FLOOR FRAMING SHALL COMPLY WITH THE PRESCRIPTIVE ' .'° � ' ' s "' a °J , :. . .:, �' �.� � .. �w " � g g /
1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS, DETAILS AND NOTES TO r , , , ,� �,Ya I n compensation to HARRIS DESIGN.
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE.(8" MIN.ABOVE REQUIREMENTS OF THE 2025 NEW YORK STATE RESIDENTIAL CODE AND THE 2024 '�' -. p ' ;' " ,° '' .f
GRADE). ( ) k N y .� iw r A ! ,,;
WOOD FRAME CONSTRUCTION MANUAL WFCM k� k ; °
1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS >~ " " w a : "' , ° . , 4 tx x
2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. � "` "' "' "' �. .
PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED.'"� t = • ' "f - ' 1 4t ,
3. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" g ;. _ " ', xx s 4 4 R ^'�„
2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY PER ASTM D 698 AND ASTM ,I)k .'u • • �; "': . : ' �' }V � �" �,l:.>.
THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING. INTERIOR SLABS TO BE MINIMUM 4 ( t „, ,` n -,7 ,p' b
o D 1557 . COMPACT SOIL 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY ROOF SHEATHING REQUIREMENTS FOR WIND LOADS -$J, 'r°',` ,t- �$ ; • ° �Y w " ". s
THICK.ALL FILL TO BE COMPACTED TO 95/o RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). ) _
PROFESSIONAL AGENCY FOR COMPACTION. , n. b #
4. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. "r" a �Y x w '' . . -• F' _ p« I ._ {
RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE NAIL SPACING AT NAIL SPACING AT INTERMEDIATE e ..," ,;-., r- z,.,, � `m °..° ak, . ,` ? ,;;' �4
SHEATHING LOCATION ., .� , x. ., •� �'. w F
BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. PANEL.EDGES SUPPORTS IN THE PANEL FIELDr. µ x'�'"° '" r ,.
5. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 4'PERIMETER ' ,'•.p°` """ �" "� j` <�' NO. ISSUE DATE
H VAC NOTES 8d COMMON @ 6 O.C. 8d COMMON @ 6 O.C. . . , w; �, t , , , Iu :'
EDGE ZONE �< x� - ;' _
[ .1 , ,, I , , , � 1
_ i' ' « .
INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. I � 13 v , Y' �,a$ � �x'.11 -' ;; g " „ ; 4 01 PERMIT SET 03.16.26
FRAMING NOTES1.E R�� 1. N/A.SCOPE OF WORK DOES NOT INCLUDE HVAC WORK. GABLE ENDWALL RAKE `j , ', ,V } �I .; ,� = a � �- A
R , e �£ .� z
8d COMMON @ 4 O.C. 8d COMMON @ 4 O.C. w ".,
AND RAKE TRUSS �' - w. E - r, L'vr 9 % t n ...
Mr
,'u,.�`,'....,- �., .,�,.mr.,w "^fit.,... _ .•.,e.t., a ,....-1"..-�...,r.v..,c,�, ',�k s,M�...�.... �.....w:....,-, .,..- ,,...�.�,..:i..m... �'� ;�'>.a. .l d-'- -. ..-...-. .�',. ,
1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND /� WALL SHEATHING REQUIREMENTS FOR WIND LOADS
ADDITION WOOD FRAMING CONSTRUCTION MANUAL. ELECTRICAL NOTES
2. UNLESS OTHERWISE NOTED,ALL.FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2 +BTR. REFERENCE 3 D IMAGE
DOUGLAS FIR. SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE .11
3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C. UNLESS OTHER WISE NOTED. 1. N/A.SCOPE OF WORK DOES NOT INCLUDE ELECTRICAL WORK. PANEL.EDGES SUPPORTS IN THE PANEL FIELD , ..�
4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2 +BTR. DOUG. FIR. 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. � `.
BEARING WALL HEADERS TO HAVE(2)JACK STUDS LAND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ,,.:
OPENINGS. LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. f�,r^y
1111,
OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL1�11111 � �
OPENINGS BETWEEN 4-1 AND 6-0 AND 2x6 WALL OPENINGS BETWEEN 5-11 AND 8'-9". PROVIDE �QF
PLUMBING NOTES HEADER CHARTL. `
FIRE STOP AND BLOCKING WHERE APPLICABLE. 1. s 7.r : .
5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND M, Y
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. ",0;,L - ), z�: y .
6. UNLESS OTHERWISE NOTED,ALL.ROOFS AND WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR CDX
1. N/A:SCOPE OF WORK DOES NOT INCLUDE PLUMBING WORK. HEADERS (2)2x6 (2)2x8 (2)2x10 (2)2x12 ` """4° 'I
1
EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS OR ""'
APPROVED EQUAL. SUPPORTING: CAN SPAN,: r -�I Z l "
7. ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR
- �'
APPROVED EQUAL. PLAN CONTENTS ROOF ONLY 4'TO 6' 6'TO 8' 8'TO 10' 10'TO 12' q 4
g
ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO i
, .� • 's
BE INSTALLED WITH A FOAM SILL GASKET AND COP'-R-TEX TERMITE SHIELD OR APPROVED EQUAL. 1 STORY 4 4 TO 6 6 TO 8 8'TO 10' ,,,. ' ". "'"
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THESE REQUIREMENTS WITH THE OCCUPANCY CLASSIFICATION RESIDENTIAL777 I
MANUFACTURERS SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. 2 STORY - - 4'TO 6' 6'TO 8' ( t
BUILDING HEIGHT EXISTING RIDGE_±26'ABOVE AVERAGE GRADE NOTES: u- ""
N D i- A ' N VI NOTES • FOR SPANS OVER 4'WIDE, HEADER REQUIRES 2" MIN.SOLID - p w.
DESIGN CRITERIA CODE:2025 RESIDENTIAL CODE BEARING AT EACH END DOWN'TO FLOOR OR BOTTOM PLATE. ' j
" ,.t.--
• 2" PLYWOOD SPACERS ARE USIED FOR 2X MEMBERS TO MATCH 2X4 ,., I ft', �'�.
1. RIDGE-TO-RAFTER ASSEMBLY: FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OR 2X6 STUD WIDTHS. I , .y
1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE .1111 ,
TO TABLE 3.4.WHEN A COLLAR TIE IS USED IN ILIEU OF A RIDGE STRAP THE NUMBER OF 10d DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 . '"« m ED ARC
Rcti
COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE (LIVE LOADS PSF) DECKS 40 m
RECOMMENDED NUMBER OF NAILS IN THE STRAP. # ��\� �P S G�� �
rr i: ,,
2. RAFTER-TO-WALL ASSEMBLY: ATTICS W/O STORAGE 10 y � 4 �, � C>
ATTICS W/STORAGE 20 # Q '' �
LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP ROOF GROUND SNOW LOAD PER NYS 301.E ` r -- l " " ' """"' '"�
PLATE SHALL BE IN ACCORDANCE TO TABLE 3,3.WHEN A RAFTER OR TRUSS DO NOT FALL IN ( ) 1. , ' ' ry
LINE WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP ROOMS(OTHER THAN SLEEPING) 40 3
ROOMS(SLEEPING) 30 1 t N
PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT �+ j��� , ��
CONNECTIONS. ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED STAIRS 40
WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. GUARDRAILS(ANY DIRECTION) 200 � ,,, Ir. b h F OF
3. WALL-TO-WALL ASSE
MBLY: 1. N
WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT
EXPOSURE CATEGORY DESIGN FOR CAT.C o3 16 26
CONNECTIONS IN ACCORDANCE WITH TABLE 3.,3b.WHEN WALL STUDS ABOVE DO NOT FALL IN
LINE WITH STUDS BELOW,THE STUDS SHALL BIE ATTACHED TO A COMMON MEMBER IN THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE _
FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. (ROOF-FOUNDATION) AND GENERAL NOTES
4. WALL ASSEMBLY TO FOUNDATION: SCOPE O F O R K JAKE HARRIS GAMBERG #042858
FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM NAILING SCHEDULE SEE GENERAL NOTE PAGE
PLATE WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7
INCHES IN CONCRETE FOUNDATION AND SLAB-ION-GRADE, 15 INCHES IN MASONRY BLOCK EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE GA M B E R G
FOUNDATIONS,OR LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b. 1. WORK INCLUDES: INSTALLATION OF A STANDALONE MANUFACTURED STORAGE SHED STRUCTURE IN THE REAR YARD.
WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE, 31NCH SQUARE WASHERS SEE MANUFACTURED SHED NOTES BELOW: RESIDENCE
SHALL BE USED WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. -MANUFACTURER:Backyard Products, LLC. 1000 Ternes Drive Monroe, MI 48162
SIZED IN ACCORDANCE TO TABLE 3.2a. IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. -MODEL:Yardline Piermont Wood Storage Shed(12'-O"W x 20'-O" L x 11'-O" H)
SPACED BETWEEN 6-12 INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS. -INSTALL CONTRACTOR: Backyard Products, Branch 59, 1246 grand Blvd. Brentwood, NY 11717 P:631-940-9601 55 HARVEST LANE
5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: ENERGY CALCULATIONS 2025 NYS ENERGY CODE CUTCHOGE, NY 11935
TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF is INCH WOOD STRUCTURAL PANEL ON
THE EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.A THE PANEL EDGES AND 12 O.C. SNOW
IN THE FIELD,AND'- GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED LOAD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 20'-0" S.C.T.M. # 473889 - 97- 2 - 13.2
NAILS AT 7"O.C. PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH
THE LENGTH REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. WIND SEISMIC FROST WINTER ICESHIELD FLOOD A-001 SCALE: NTS
6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS COMPACTED #57 2
TYPE 11 EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES (MPH) CATEGORY DEPTH TEMP. REQUIRED STONE(9"THICK)
THE APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16.
130 B SEVERE $ FT, MODERATE MODERATE
TO 110 NONE - 4X4 PT TIMBER PER SHED DATE: 03.16.26
7. INTERIOR SHEARWALL CONNECTIONS: To HEAVY MODERATE
ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE MANUFACTURER
INCREASED WHEN INTERIOR SHEARWALLS ARIE USED.SHEATHING AND CONNECTIONS SHALL 4"TIMBERLOCK FASTENER m DRAWN BY: J.H.G.
BE IN ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. W
8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 8"TIMBERLOCK FASTENER .� N
HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN HURRICANE TIE �a�
ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN 4 0
ACCORDANCE WITH TABLE 3.5. HURRICANE STRAPPING � o = 2" REBAR (36"
o LONG @ 2'-6" O.C.)
9. CATHEDRAL CEILING ASSEMBLY: (24" LONG @ 16" O.C.) o-p
WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE a�� N GENERAL
NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE 6X6 PT TIMBER .m 6X6 PT TIMBER
Y w
ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. 2" REBAR (36" m�
CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE LONG @ 2'-6" O.C.) N'� " '` �'' " X COMPACTED #57
REQUIREMENTS. \ STONE(9"THICK)
10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THESE REQUIREMENTS WITH THE THE \ ��� �x���������/ �� \� ��
MANUFACTURERS SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. ��\��\��\�� �\����\��\��\��\��\� \��\��\
�/I /��/��/� ��/��/��/��/��/��/��// /��/��/�� 8n TIMBERLOCK
/\?�/\\ /\ /\ /\ /\ /\ /�\�/�\�/�\�/�\�/�\�/�\�/�\�/�\ FASTENER (2 @ EACH
CORNER)
" I�i I , F" UR! `NT,T[ ^ [N,� FLA"
�L %.0 *.# %d I VIK , V, I�. '',"MR
SCALE: :/4" = 1'-0" SCALE: 1/4" = 1'-0"
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/(4)1-1/4"ROOFING NAILS
R
***NOT INCLUDED WITH KIT***
8' 48" 96" 96" 88'�
7/16"OSB Roof Panels
3/8 N.G x 4-3/4"Fascia Trim
19/32 x 2-1/2"Over Door Trim
9"x 25"transom window w/tempered glass
9"x 27"transom window w/tempered glass
126✓' 22-1/2"x 30"Square window w/tempered glass
19/32 x 2-1/2"Vertical Door Trim
8'Gap
19/32 x 2-1/2"Vertical Door Rail
g Locking T-Handle
8
3/8"thick No Groove SmartSide
3/8"No Groove Corner Trim
19/32 x 3-1/2"Horizontal Door Rail
Faux Hinge
TREATED
I 2 x 4 x Floor Framing
4 96" 96° RED A/,cy
2375'
EAVE ELEVATION w/ DOORS CENTERED r�
SCALE:3/8"=1'-0"
0 2856 y0�
F0F NEB
03.16-26
20' x 12' PIERMONT
BACKYARD ELEVATIONS
PRODUCTS,LLC.
ITEM # 33395 � �
M>�� Monroe,M148192 Jim Beam 1fi,2°78 Jan.
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/(4)1-1/4"ROOFING NAILS
***NOT INCLUDED WITH KIT***
�48 96 96 8
7/16"OSB Roof Panels
3/8 N.G x 4-3/4"Fascia Trim
12 16
3/8"No Groove
Corner Trim
8216
3/8"thick No Groove
SmartSide
TREATED
2 x 4 x Floor Framing
Li
48" 96" 96"
RED Ah'C
240" ��\ P�R)s GX
EAVE ELEVATION w/ WINDOWS
SCALE:3/8"=1'-0"
942859 y0�
FoF NE`N
03.16 26
20' x 12' PIERMONT
rBAICKTAM' ELEVATIONS
PRODUCTS,LLC.
®ITEM # 33395 A
M°m"a,MI Oa192 .fim Baam Jan.16,2018
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/(4)1-1/4"ROOFING NAILS
***NOT INCLUDED WITH KIT***
VENT
12
6
431'
3/8 N.G x 4-3/4"Fascia Trim
19/32 x 2-1/2"Over Door Trim
19/32 x 2-1/2"Vertical Door Trim
9"x 27"transom window w/tempered glass
19/32 x 2-1/2"Vertical Door Rail 1213
3/8"No Groove
Corner Trim 3/8"Gap
Locking T-Handle
3/8"thick No Groove
SmartSide
19/32 x 3-1/2"Horizontal Door Rail
Faux Hinge 13„
4
TREATED 22
2 x 4 x Floor Framing
gq
40" 32" 32" 40" �RED ARc
GABLE ELEVATION w/ DOORS
SCALE:3/8'=V-0"
T
�42856 y0�
F )F NE`N
03.W26
20' x 12' PIERMONT
�r._BAICKYAM ELEVATIONS
PRODUCTS,LLG
ITEM # 33395
q loco remes ome
Monroe,MI4a1e2 Jim Beam Jan.16,2016
FIBERGLASS SHINGLES
SECURE SHINGLES TO ROOF
DECKING w/(4)1-1/4"ROOFING NAILS
***NOT INCLUDED WITH KIT***
15 16'
VENT
12
6
43,
4
3/8 N.G x 4-3/4"Fascia Trim
3/8"No Groove 12 6
Corner Trim
3/8"thick No Groove
SmartSide
TREATED
2 x 4 x Floor Framing
141 D ARC
144" q4,
ki,
GABLE ELEVATION
SCALE:3/8"=V-0"
�j. 042858 A
ccOF NE�1
03.16.26
20'x 12' PIERMONT
BACKYARD ELEVATIONS
PRODUCTS,LLC.
ITEM # 33395 a °wG By e16,201
A Movoa.MI C81e2 .fm BBem Jan.16,2018
7/16"OSB or 3/8"EZ PANEL Gusset
GLUED&NAILED with
(12)6d 2"Nails
2574' 1<1117
78' _248' 6 624" 24' 24" 24' 24" 24" 24" 24" 248' 78'
2 x 4 Gable Connectors
1 x 3 Collar Tie
2 x 4 SPF Rafter
2 x 4 SPF Front Overhang
2 x 4 SPF Soffit Nailer
2 x 4 SPF Double Top Plate
2 x 4 SPF Loft Support
3" 48" LLr
118'
8
Shelf 2 x 3 SPF SHELF SUPPORT
WITH 16'OSB SHELF
Mil'
Stud
2 x 4 SPF Stud
2 x 4 SPF Bottom Plate
8'thick OS
Floor Deckin 2 x 4 Treated Floor Framing
Li Li LJ Li Li
24" 24" 24" 24"
48" 96" 7. 96" ��RED ARCy
�5 FtR(S G X
240"
EAVE SIDE WALL FRAMING
SCALE:3/8"=1'-0"
042859 y0�
�01: NE`S1
03.16.26
20' x 12' PIERMONT
BACKYARD FRAMING EAVE
PRonucrs,r r r
ITEM # 33395 A " �°.M,� °"sm6�,m Jan.16,2018
7/16"OSB or 3/8"EZ PANEL Gusset
GLUED&NAILED with
(12)6d 2"Nails
233g'
78'�24g' 24"� 248'-----t78'
1 x 3 Collar Tie
2 x 4 SPF Rafter
2 x 4 SPF Front
Overhang
2x4SPF
2 x 4 SPF Loft Support Soffit Nailer
F
x 4 SPF Double
Top Plate
3" 82
4
7/1 B Loft 62' 9" 2 x 4 SPF Stud
64"
Opening
2 x 4 SPF Header
2 x 3 SPF SHELF SUPPORT 30 1
WITH 16'OSB SHELF 6812" 7�
Opening
R/O Bottom Plate to be removed
after wall is standing
2 '
2 x 4 SPF Bottom Plate
8'thick OSB
Floor Decking 2 x 4 Treated Floor Framing
Li Li Li L I Li
p ARC L, 24" 15 24" 1916' 16" 64" 16" 1 16' 24" J244'
240"
EAVE SIDE WALL FRAMING w/ DOOR
SCALE:3/6"=1'-0"
9� 042860 -ko
FOF NE`�
20' x 12' PIERMONT
BACKYARD FRAMING EAVE w/ DOOR
PRODUCTS,UX—
ITEM # 33395 „�
A 1W Tames DMe Jim Ba"m Jan.1fi.201E Morvoe,MI G81B2
2 x 4 SPF Rafter
2 x 4 SPF Gable Connectors
2 x 4 SPF Double Top Plate 2
2 x 4 SPF Over Door Cripplers
2 x 4 SPF Header 64"
Doc Opening
2 x 4 SPF Stud
782'
682
Door Opening
12e
R/O Bottom Plate to be removed
after wall is standing
2 x 4 SPF Bottom Plate
2 x 4 Treated Floor Framing 8'thick OSB
Floor Decking
za" ,5' 64" s" 24" ��RED ARC
t 44^
GABLE WALL FRAMING w/ DOOR
SCALE:3/8"=V-0"
9� �42858 y0�
�0F NE`N
03.16 26
r-BACKYAW20'x 12' PIERMONT
FRAMING GABLE w/ DOOR
PRODUM,LM
ITEM # 33395
A 1aoo 7em"s 0�rve
Monroe,MI ae1a2 Jim Beam Jan.16,2016
2 x 4 SPF Rafter
2 x 4 SPF Double Top Plate
2 x 4 SPF Stud
12 782
Stud
2 x 4 SPF Bottom Plate
8'thick OSB
2 x 4 Treated Floor Framing Floor Decking
RED ARC i
2'
144" Q I 5Tr�
GABLE WALL FRAMING N,,
SCALE:3/8"=1'-0" 04285a yO
FOF NE`�
03.16.26
20' x 12' PFERMONT
BACKYARD FRAMING GABLE
PRODUCTS,LLG
ITEM # 33395 �"6201
® ^7 A 1a00 Tames DMe Jim Seem Jan.16.2016
I o T.MI4a182
2x4 P.T.BOND BOARD(TYP)
48' SECURE BOND @ COR ERS
o OSB W/3-16d NAILS
Width Width
Typ. I a
7/16"OSB or 3/8"EZ PANEL Gusset
GLUED&NAILED with
(12)6d 2"Nails 2 x 4 SPF Overhang
i
2 x 4 SPF Crippler I
j
3/8 x 4-3/4" Gable Trim
2 x 4 SPF Vert.
2 x 4 SPF Rafter Gable Connector
2 x 4 SPF Double Top Plate
2x4 P.T.JOISTS @ 16"O.C. (TYP)...
\• / j / j % SECURE JOIST TO BOX SILL
240" \; j \' W/2-16d NAILS @ EACH JOIST
I Il !
I i I I 5/8"OSB OR
CDX TREATED PLYWOOD 2 x 4 SPF Stud
SECURE FLOOR DECKING @ 24"O.C.
TO FLOOR JOIST
W/8d NAILS @ 6"O.C. 3/8"No Groove Siding
@ EDGES&12"O.C. Secured With 6d Nails
@ INTERMEDIATE SUPPORTS
I I NOTES
14 I \'\ % 1.WHEN CONCRETE SLAB IS USED,THIS WALL SECTION FRONT
FLOOR FRAMING IS NOT REQUIRED SCALE:1"=1'-0"
2. ALL MATERIALS AND LABOR SHALL MEET
�� I % j j• •� OR EXCEED APPLICABLE LOCAL CODES.
I I 3. ALL LUMBER TO BE NO. 2 GRADE SPRUCE -(�GRED ARC,S�
PINE FIR OR EQUIVALENT. ��� pft IS G,y >'
I I M 4. THIS FLOOR FRAMING PLAN IS FOR THE
' ` BACKYARD PRODUCTS, LLC. 20'x 12'WIDE * _°
I I I j PIERMONT STYLE BUILDING
5. IN THE EVENT OF A DIMENSIONAL OR q�, 04285a yp�
MATERIAL DISCREPANCY, NOTIFY BACKYARD FOF NEB
PRODUCTS, LLC.
16"Typ. 16" 03.16�26
144" 20' x 12' PIERMONT
WOOD FLOOR FRAMING EBA_CKYAJW FLOOR FRAMING/FRONT WALL
PRODUCTS.LLG _
SCALE:3/8"=1'-0" :� I renns"nwa
ITEM # 33395 =M A Movoe,MI
4atB2
24"t24"Typ.
193
NOTE
FIBERGLASS SHINGLES TO BE SECURED
2r1z TO ROOF DECKING W/1 1/4"ROOF NAILS
7/16"OSB Roof Decking
5✓'
4
2 x 4 SPF Birds Mouth Rafter
2a"
3/8"NG Soffit
3/8"NG Fascia
240"
32 Typ. 32'Typ,
2 x 4 SPF Double Top Plate
24"
3/8"No Groove Siding
Secured With 6d Nails
24"
2x44"O.C. d
@ 2 O.C.
y
4 24"TYp•
222'
��RED ARC
�`'�� �P�S�q
3 24
* r * WALL SECTION
24"— 1s" 64"Door Opening E16"— 2a° 04285$ p� SCALE:1-1/2"=1'-0"
144" T�OF NE�y
WALL FRAMING DOOR ON GABLE PLAN o3.16.26
SCALE:3/8"=1'-0"
20' x 12' PIERMONT
OACK M WALLS /SECTION
PRODUCTS,UX—
ITEM # 33395 ® A "-.mi t ��.Jm�am Jan.16,2018
24" ,-24"TYp• 24"
L
NOTE
tj FIBERGLASS SHINGLES TO BE SECURED
T- 4 TO ROOF DECKING W/1 1/4"ROOF NAILS
222'
7/16"OSB Roof Decking
I S,
2 x 4 SPF Birds Mouth Rafter
1s^ 3/8"NG Soffit
3/8"NG Fascia
2
Typ 2 x 4 SPF Double Top Plate
64"
Door 0 240" 3/8"No Groove Siding
opening Secured With 6d Nails
2 x 4 SPF Stud
@ 24"O.C.
16"
MR
's. 31 ryp. EKED ARC
WALL SECTION ,5�
SCALE:1-1/2"=1'-0" �,P• "��ly
222'
24"TYp•T Z
a-5' 9 04285a O�
16 WALL FRAMING DOOR EAVE PLAN T�OF
NE`Ny
144"
SCALE:3/8"=1'•0" 0346.26
2443„ 24" �24"Typ. 24 20' X 12' PIERMONT
rBAICKYAM WALLS /SECTION
PRODUCTS,Ux—
r /
ITrnn * _-q-q-'qMr, A �10WTemasD,lva
Monroe,Mi.1.2 Jim Beam Jan.16,2016
NOTE:
1.THIS ROOF PLAN IS GOOD FOR THE 20'x 12'WIDE
PIERMONT ONLY.ALL MATERIAL AND LABOR SHALL
MEET OR EXCEED APPLICABLE LOCAL CODES.
fl
2 x 4 SPF Overhang 2 x 4 SPF Crippler SECURE ROOF DECKING W/6d
COMMON NAILS 7/16"OSB or 3/8"EZ PANEL Gusset
j GLUED&NAILED with
(12)6d 2"Nails
3/8"NG Soffit Board I
I 7/16"OSB or 3/8"EZ PANE Gusset
GLUED&NAILED WI rH
j (12)6d 2"NAILS 1 x 4 Pine Collar Tie 3/8"NG Fascia
-----------------
i•� • •i 3/B"NG Soffit
2 x 4 SPF Top Plate
I
+ j 2 x 4 SPF Double Top Plate
I
2 x 4 SPF Stud
2 x 4 SPF Rafter
- - - - - - - --- -- - TRUSS SECTION
7/16"OSB ROOF PANEL] SCALE:s/e°=1'-0"
i I ��RED ARC ,
� I ���P?'RIS
1 x 3 COLLAR TIE
SECURE COLLAR TIES � � r
TO RAFTERS W/6-6d
NAILS(3 NAILS EACH RAFTER)
--------------- ----------------------- -------------------
----------------- N9 j,� 04285�' �OQ�
I I OF NE`N
I I 24"Typ. 03.16.26
I i I NOTES:
I I 1.Approved Shingles installed per manufacturers instructions with
4 nails per shingle
I I I
I I I 24-34' 2. If using drip edge, it must overlap 2"and be nailed every 12"max.
I I I
ROOF FRAMING PLAN
SCALE 3,8"
ITEM # 33395
20'x 12' PIERMONT
1s64' BACI(YARD ROOF/SECTION
PRODUCTS,LLC.
A iaoo lame"om•
,—T.Ml aBta2 Sim Be"m Jan.16.2018