HomeMy WebLinkAbout45903-Z �OSUEFOZ L cots Town of Southold 7/14/2022
� j P.O.Box 1179
o _ 53095 Main Rd
y� ao�A Southold,New York 11971
4
CERTIFICATE OF OCCUPANCY
No: 43248 Date: 7/14/2022
THIS CERTIFIES that the building FARM STAND
Location of Property: 36450 CR 48,Peconic
i
SCTM#: 473889 See/Block/Lot: 69.-4-8.7
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/24/2021 pursuant to which Building Permit No. 45903 dated 3/10/2021
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:
new farm stand as applied for.
The certificate is issued to Wesnofske Jr,Eugene
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of the aforesaid building.
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SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 45903 ;47/2022
PLUMBERS CERTIFICATION DATED
Au o ize S gnature
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TOWN OF SOUTHOLD
Gy BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
�
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES j
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
I
Permit#: 45903 Date: 3/10/2021
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Permission is hereby granted to:
Wesnofske Jr, Eugene
36450 CR 48
Peconic, NY 11958 j
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To:
demolish existing farm stand and construct new farm stand as applied for.
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At premises located at:
36450 CR 48, Peconic
SCTM #473889
Sec/Block/Lot# 69.-4-8.7
Pursuant to application dated 2/24/2021 and approved by the Building Inspector.
To expire on 9/9/2022.
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Fees:
FARM BUILDING-NEW $150.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $200.00'
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Bui g Inspector
o��oF so�ryQl
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Town Hall Annex Telephone(631)765-1802,
54375 Main Road
P.O.Box 1179 G Q
�o sean.deviin(.a-)town.southold.ny.us
Southold,NY 11971-0959 Q�yCOU %��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Wesnofske EL Jr Irry Trt
Address: 36450 CR 48 city:Peconic st: NY zip: 11958
Building Permit#: 45903 Section: 69 Block: 4 Lot: 8.7
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Owner License No:
SITE DETAILS
Office Use Only
Residential Indoor X Basement Service
Commerical X Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 4'LED 1 Q Exit Fixtures Pump
Other Equipment: 100A Sub Pane 24 Circuit/6 Used
Notes: Farm Stand
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Inspector Signature: Date: July 7, 2022
S.Devlin-Cert Electrical Compliance Form
O� *OF SOUTH° -- - - - - - - - - --
'.Y # �# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
I N:SPECTION
[ ""FOUNDATION 1-S [ ] ROUGH PLBG.
[ ] FOUNDATION 2N [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
J : ] 'FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: .-
DATE 03
/ INSPECTOR
�a0f 50UlyO -
.TOWN OF SOUTHOLD, BUILDING DEPT.
765-1802
. . .
INSPECTION
[ ] FOUNDATION 1ST [YY] RO GH PL13G.OUNDATION 2ND [ LATION/CAULKING
FRAMING/STRAPPING [ L
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/
..REMARKS:
64/_
DATE INSPECTOR
Lf 5D / sf SOUIyo�
* # TOWN OF SOUTHOLD BUILDING DEPT.
co 765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION"
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATI N [ ] PRE C/O
REMARKS:
DATE 050Z2- INSPECTOR 0 0�/
- --- ------ .`oqjF sollt, H " 04- - --- —- - -! - — - ----
# # TOWN OF SOUTHOLD BUILDING DEPT.
°ycourmN�' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] .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
REMARKS: �/'/I� e
e7 oi r c �r
010 14-- f 0i L4 jr-
11 _
c4-,, a / o vVer
DATE ! ZZ INSPECTOR
— o�A&I SOUjyO 1 5 G
f # TOWN OF SOUTHOLD BUILDING .DEPT.
631-765-1802
INSPECTION '
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) �LAELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
OK
DATE 1i INSPECTOR ��`'
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'FOUNDATION (2ND)
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PLUMBING
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STATE ENERGY CODE
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FINAL
ADDITIONAL C ,MMENTS
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
C31
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 hqps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING P RMIT
v 1 ,
r Office Use Only
idi
PERMIT NO. Building Inspector: 2021
-forms must be filled out'in their entirety..Ificomplete'
-7,
-4-�6pplic"6fi6n' s will,'noi:be accepted. Where theApplicant is,not the owner,an
OwneesAuthorization form(Page 2)sha 1111be'completed.
Date gel
OWNER(S)OF PROPERTY:
Name:__C,V SCTM#1000-6-yf C/ KI
Project Address:-3-E— -T
Phone#: Email:
Mailing Address:
tONTACT PERSON:
Name.
Mailing Address
Phone#: -7- c Email:
'DESIGN PROFESSIONAL'INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
-Name:
Mailing Address-
Phone#: Email:
DESCRIPTION OF PROPOSED-CONSTRUCTION
AfNewStructure OAddition CAlteration []Repair ODemolition Estimated Cost of Project:
DOther 000
W I the lot be re-graded? E]Yes EVNo Will excess fill be removed from premises? E]Yes/IgNo
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6�'
OS�FFp��.l' BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
® Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(cDsoutholdtownny.gov - seandasoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: f
Company Name:
Electrician's Name: C Gej a W 6t Ao&),Ir,ai
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: hFV 4�e,,j c WNX sIG Z
Address: -gt./.to ` Aovfv ,too Ab � f
Cross Street: e �;�� lib
Phone No.: g:/
Bldg.Permit#: email:
Tax Map District: 1000 Section: (o Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO -]Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 PhF—]3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 FJ2 H Frame Pole Work done on Service? MY RN
Additional Information:
PAYMENT DUE WITH APPLICATION /r
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
"O ^ Southold, New York 11971-0959.
® Telephone (631) 765-1802 - FAX (631)765-9502
' r rogerrasoutholdtownny.gov - seand(a-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:J-l—.rz2.;t—
Company Name:
Electrician's Name: 5 G> a 6,(AAffi/ 6
License No.: Elec. email:
Elec. Phone No: El I'request an email.copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: &v i --e,,✓ c W#, v01 11-.r
Address: VSgirla /lo,rfor favAll 4 ZZf
Cross Street: pge „/14a
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: ro Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size Ell PhF-13 Ph Size: A # Meters Old Meter#
F]New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[—]Underground❑Overhead
# Underground Laterals 1 2 H Frame M Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION /�� G9
PERMIT# Address:
Switches 1
Outlets
GFI's I
Surface
Sconces
H H's Q�
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special:
Comments
51TUATE150UT1q0LD /
TPW � 50U'THOLD
5UFF0 GOUNTY.NY.
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A22PPR VED AS NOTED
D- I B.P.# J b-3
FEE:-44L. BY:
NOTIFY BUILDING DEPARTMENT AT OCCUPANCY OR
765-1802 ' SAM TO 4P FOR THE USE IS UNLAWFUL
FOLLOWING INSPECTIONS:
1 FORNDATION - TWOPOURED CONCRETE REQUIRED
FOR
WITHOUT CERTIFICATE
2.3. NOSULATION FRAMING & PLUMBING lJ
OF OCCUPANCY
4. FINAL - CONSTRUCTION MUST r V
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
a rpn 4a rig
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
� toC
minimum 56
1 414p r.701 Nj Rl ANNING BOARD
S4 'HOI n TOWN TRUSTEES4I Q
fel Vel 6n
V �-
BUILDER u
34
8' 8' 8' -I 8'-
1
'—DO IN I
c a
2-2X10 MSR SYP N oLL
TRUSS CARRIERS ❑� o ���
NEW BUILDING SPECIFICATIONS Z"
30' X 34' X 12'4" POST & FRAME GARAGE phi
W/1-12'X34' OPEN LEAN-TO DID
0-18- X 8" CONCRETE FOOTINGS (TYP) DESIGN
(5301 LB CAP; 5120 LB COLUMN WT)
POST SAVER PATENTED UPLIFT NOTCHED POST W/12" o o 0.
0CONCRETE COLLAR I` Q) rn •o
3-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOORS o Q - E
00 2 -8' X 9' SINGLE SLIDING DOORS 00 c a < a
3 3-36" X 44" THERMALPANE SINGLEHUNG WINDOWS o 0 Enr
Y _J c
m
® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST Q o
O PROTECTION 8' OC (TYP) CE 0 o E Y
f� 2X6 TREATED GROUND CONTACT SKIRT BOARD E M 0
3: w
0
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC OWNER
2-2X10 MSR SYP TRUSS CARRIERS ®8' SPANS W
00 (991 PLF CAP; 640 PLF ROOF LOAD) 00 Y00
ALL GABLE POSTS TRUSS CARRIER TO POST= &"X4' GRK STRUCTURAL SCREWS V) 00 Lc)
EXTEND TO TOP 8 ®EA.POST (2 PER SPLICE MIN) 2664 SHEAR RATING LL d
OF ROOF TRUSS PRE-ENGINEERED ROOF TRUSSES- O W
4/12 PITCH, 48" OC, 30-5-5 LOADING Z I-
5 ROWS 2X4 BOTTOM CHORD TIES (57.28" OC.) V) _3 Z
O 1080 LB UPLIFT; H-10A HURRICANE TIES=1340 LB W Q
12' EAVE OVERHANG W/VENTED SOFFIT & FLUSH GABLES ()
W/ 6" PAINTED STEEL RAKE TRIM
29 GA G-100 PAINTED STEEL ROOFING & SIDING
12" PAINTED STEEL VENTED RIDGECAP Iq
Z O
2 2-2X10 MSR SYP 2 O (9 M W TRUSS CARRIERS O D IL
W
ALL INFORMATION SHOPN
i �I i ON THIS ORANING IS THE
8 5 —7 8 ~I 3 —/" I~—U' �— PROPERTY OF SHIRK
BUILDINGS LLC.
2-2X12 #1 SYP 3 4' THISEDRAWNG MAY NOT
5" BE REPRODUCEDWTHOUT
TRUSS CARRIERSPERMISSION.BUILDER AND
'`,ij1�901/dP1t/QtL OMER ARE RESPONSEI.E
�,rV ,`y•r•'/�/' VERIFY CONSTRUCAIL OIMEN9ONSTION
' BEFORETO
N 2X10 MSR SYP O ®e oRAvr+ev ALS
RAFTERS 4' ON CENTER `��:'� �+f.=g`S REVISIONS:
FLOOR PLANT ¢ y m
2-2X10 #1 SYP c') �c = DATE: 2/15/21
SCALE: 11 64" = 1'O" SITE:WESNOFSKE
TRUSS CARRIERS / :2�,• s
••.077142A . I
`` FLOOR PLAN
�- 1 1'-4"— 1 1'-4" �- 1 1'-4" -� FESS101yA�.•��•
��i1/f lllllllll��'
T 12
29 GA. PAINTED 4
STEEL 3 X 3
HEMMED L TRIM
36'x 44' 36'x 44'
THERMAL PANE J'0'X 6'B' THERMAL PANE 3'0'TRY
X 6'6'
WINDOW y LITE WINDOW 9 LITE
DOOR �/ D29 GA. OOR
N
ED
STEEL �N
N 11 11 1 29 GA. PAINTED BASEII In ., PIT
.� STEEL ANGLE �o
6- CORNER TRIM
BACK SIDEWALL LEFT ENDWALL
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0"
29 GA. PAINTED STEEL 29 GA 6" PAINTED
12" RIDGECAP(VENTED) STEEL RAKE TRIM
29 GA. PAINTED STEEL T
4
SCREWDOWN ROOF
PANELS LIT 12
2�
36'x 44'
THERMALOWPANE 3 9 X�6'
ENTRY
7/ DOOR
8
X9 8 x9
N -IN
SLIDING DOOR SLIDING DOOR CA
7
m
FRONT SIDEWALL RIGHT ENDWALL �a�`+``a`� .�'O•••e•••y'y 'vo
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0"
m
ULU
ELEVATIONS DRAWN BY: ALS ALL INFORMATION SHOWN 0 rT
ON THIS DRAWNG IS THE c �INQ �u
-
REVIS ONS: PORE BUILD NGS SHIRK
C. EUGENE WESNOFSKE James A. Koppenhaver, P.E.Zt;H
E eU�
THIS DRAWN MAY NOT 36450 ROUTE 48 304 Logan Ave
BE REPRODUCED N7R AND Wyomissing, PA 19 610 '
PERMISSION.BUILDER AND
DATE: 2/15/21 OWNER
PECONIC NY 11958 Email; ko enhaver e@ mail.com
PP P 9 807READINGROAD EA51"EARL PA17519 LLC
SITE:WESNOFSKE BEFORE ALLCONSTRUCTION 717-445-6888 FAX 717-445-3001
_ • BUILDER u
J
28 Gk
STEEL R00 B NAILS 2%4 ROOF PLAUN 29 GA. PAINTED �a
ROOF TRUSS PER TRUSS ROOF STEEL ROOFING
28 GA S RUCIURAL rT.RUSSI rMRERIP AINTED STEEL 'X.120 2%4 ROOF RDDF METAL WFATERTIIEK COVER
STIR
ROOF 2%4 GIRT OR PETNUN CNVNABS PURUN TRU 'DINGJTR
WS24.ON CENTER 'GRK W�POST TBRAC ETSSIRUCIUR
PlA �31-%�1Y05 PUCE 'NO PoH WS KROM
/ O X
BUTRACK
ILDINGLI ELR I WffATERTRE Z.o
ODER GRAKE 1PoM9'ON CENTERSTRUCTURAL TALPAINTED SCREWSWALL POST METAL SDOORING q K
POST SIOIN6 ORK STRUCTURAL YETALSIDING R ROOF PURLIN TRUSS SCREW TO POST SLIDINO DOOR RAKE TRIY
ROOFING FASTENERS FASTENI� DETAIL DETAIL DETAIL
WAUD CARtOER FASTENER DETAIL
SCALE: 1/2-- 1'0- SCALE 1/2"- 1.O' SCALE: 1/2'- 1.0' SCALE: 1'- 1'0' SCALE: 1/2'- 1.0'
DESIGN
W O O
a — U
WALL POST PAINTED STEEL N 1p .o
Wim-POST 2X4 WALL . � 2X4 ROOF PERUN DOOR JAMB POST2X.FACE BOARD � Q - E
GALV.NAILS / p PER TRUSS R „• C-
TR \ 2�'CALVAMZED CL
\ DECK SCREWS FASCIA N O 0
CALV.NAILS CE 4 NAILS PER 28 GA.PAINTED STEEL I SOF TRU SOFFIT
Y J C
EACH SIDE CHANNEL F&J TRIM
POSTTRUSS W CL
Q 4 U1 a
2x8 n CARRIER METAL SIDING O '� 0
SIDEWALL DIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG CNC O
FASTENING DETAIL FASTENER DETAIL JAY. DETAIL DETAIL L T'O
SCALE: 1/2•- 1'0' SCALE: 1/2•- ID' SCALE 1/2'- 1'0- SCALE: 1/2•- 1.0- 2' W
OWNER
2
ROOFING P NSTEILLLED W/ W
PERMANENT
OM CHORD SCREWS g WASHERSco
TERAL
BRACING(SENTEETRUSSv� co
WG FOR SPACING) LL -
2X8 SPF
2%4 ROOF FACE BOARD Q LLJ r
NS 24'OC. PAINTED 11 FROM 2X4 SPR��TO.1 MONAL E Z F..
FASCIA ROOF TRUSSES D N = Z
VENTED 48'OC. WS N
PRE-ENGINEEREDZFH-IGA HURRICANE CU PANELS 7 I.L. V
TRUSSES 48.OC. STEEL W Q Z
2-2%10 MSR SW TRUSS CARRI IKUSS NOTCHED-F�TRIM Z Q
}1 SYP TRUSS CARRIERS INTO POST W M 11 a W
3 PLY 2X6 GLU-LAM 2X4 SPF SIDEWALL GUM 24'OC. _ a.
N Posrs e• OC. TYp. W
r' WALL BRACING REGUTAL ENTS:STEL ALL INFORMATION SHOWN
LS NS STRUCTURAL STEEL ON THS DRAWNG IS THE
WALL BRACING PANELS INSTALLED IT EXTERIOR AWPA U1 TREATED POSTS 8'OC.TYP. PROPERTY OF SHIRK
RECUIREMENTS: OF WALL PURLINS WITH SCREWS
2BGA STRIICIUIUIL POLE BUILDINGS LLC.
STEEL SIDING THIS DRAWN.MAY NOT
2X4 SPF WALL CARTS 24'OC PANGS l6TAUID BE REPRODUCED WlHOUT
WITH SCREWS
PERMISSION.BUILDER AND
GRADE GRADE IIIIIINIIifPI� RESPONSBUE
TO VERIOWNER FY DIMENSIONS _-
4'-4000 PSI SYP SKIRT OARD PRESSURE TREATED `� OIC N ��y
GRADE(BOTTOM RDOR SYP GROUND CONTACT �� i- rYC O BEFORE CONSTRUCTION
OF ) ppryDNy,) 2%8 SKIRT BOARD �� ••• 00.04... �.rO�sDRAWN BY: ALS
REVIEW:
3/4" ONE 8 •••• COMPACTED / \ \ \ �Y \ \ \ \ \ a� (' �/�i���I REVISIONS:
/ (OPnONJAL SOIL BAOOILL
POST SAVER PATENTED UPLIFT NOTCHED Pasr w/12'OON�TE 30DD Pg.CONCIRFTE.
POST W/12-CONCRETE I Y �;l/:Yi:Yi,%i FOOnNG(SEE SIZE\ / .� =r Q i'
3000 PSI.CONCRETE FOOD M y •I: �:: x�0000 PS F 501 �. ON FLOOR PLAN) /\ •., ,�� u 1 DATE: 2/15/21
(SEE SIZE ON FLOOR PLAN) '.. �,� ` •�:•`� /\� / I \ \ \\ \\
y \/\ \ \\ \ f'�"•.,: \/\ \/\/\ /\ '•,: � >r � ;(4/.` SITE:WESNOFSKE
TYPICAL FRAME y \ \ �\/�`� \� /\\/\\\ ���1� SECTIONS
SECTION / � ✓,\7 TYPICAL FRAME •. OT714`L
(ENDWALL VIEW) a \ \\� \ SECTION •,. .•'•� ��
SCALE: 1/4"L I 1'0" (SIDEWALL VIEW) 1 ,RO�ESSIO�A��•���` 3
SCALE: 1/4" = 1'0" ���itrerLnnlN`���� A .
BUILDER J
� J
BUILDING DESIGN NOTES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL)
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. ^°
A4.1 GRADING & EXCAVATION SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. z it I
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY a
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4.9 STRUCTURAL DESIGN PARAMETERS
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE USE GROUP=U
m Q
mZ
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. A
RISK CATEGORY I o
A4.2 FOOTINGS EXPOSURE CATEGORY= C d
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED o a
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 m
FOLLOWED. DRY,MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL FLOOR AREA (SQ FT)=1020
OTHERWISE SPECIFIED. BUILDING VOLUME (CU FT)=14,900 DESIGN
A4.3 FRAMING LLJ E
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH O o
(3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. LD -
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN L Q) 0) 0
a> E
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF > -
> Q rn
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. 0
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. c o a
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES o- o °
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. Y J
A4.4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: a
2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, O $
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: Q) "' 0
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS E -6
NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION 0 3: E
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACINGw
AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 w
AMERICAN NATIONAL STANDARDS (ANSI 117-2010)
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. H
SOUTERN BUILDING CODE CONGRESS (SSTD10) � co 00 Lo
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES co07
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) LL
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER O Lu r
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND A4.12 WARRANTY NOTES Z F- >.
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN U) = Z
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR W 0
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN V
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. Z Lo 0
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: I V
TO MEET DESIGN LOADS SPECIFIED, NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY w M W
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, w
65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: W
MINIMUM # OF 12D NAILS IN 1i" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHONN
STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THS DRAWNG IS THE
TRUSS CARRIER CONNECTION TO POST: "x4" GRK RSS STRUCTURAL SCREWS. SCREW PROPERTY OF SHIRK
VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI, SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC,
FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS THIS DRANINO MAY NOT
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' DE REPRODUCED NITHOUT
NOT APPROVED BY A CERTIFIED ENGINEER. 1131911141#/ PERMISSION.BUILDER AND
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED ��! 14F, OWNER ARE RESPONSIBLE
WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED `fit®off or,Np *0v.' 13EFORII�CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING `tio' ��• •.o 10 .1� DRAWN BY: ALS
MFG'S REQUIREMENTS, METAL SIDING AND ROOFING SHALL BE WARRANTED a ,' �';9 REVIEW:
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED (V� 'S';� '�, REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. c1` �G„ p
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT = Q d Rigcc
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; "�n �: LU
BOTTOM EDGE OF STANDARD ROOFING MATERIALS. In
=W DATE: 2/15 21
`' SITE:WESNOFSKE
4�CAO --.077142- �.• ,� DETAILS
k4
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sst
BUILDER u
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p �a
ROOF TRUS m X
2X10 MSR SYP 2X12 #1 SYP ¢LL
TRUSS CARRIER RAFTER PLATE XUZ
Z�
o�
�^
• DESIGN
W o0
a_ �- U
34"X.120 GALV. 2-A"X4" GRK STRUCTURAL >
NAILS SPACED SCREWS INTO EACH
6"OC. BETWEEN TRUSS HEEL a a
TRUSSES 0oJ
d 'co a
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OWNER
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WALL POST W O= Z
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ALL INFORMATION SHOWN
ON THIS DRAHING IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC.
THIS DRAWING MAY NOT
BE REPRODUCED WTHOUT
PERMISSION.BUILDER AND
OVMER ARE RES'CNSIB E
TO VERIFY ALL DIMENSONS
offl BEFORE CONSTRUCTION
`�� ' ��••••••• ti �,�sj� DRAWN BY: ALS
LEAN - TO RAFTER ��•, .,09 REVIEW:
` �/� .� REVISIONS:
PLATE TO BUILDING
CONNECTION =m :¢
DATE: 2/15/21
LU SITE:WESNOFSKE
SCALE: 3/8" = 1 '0" _` RAMING DETAILS
••.0Tj142:•'4. ��
''��� i��fiEsslot, �������
Job Truss Tmss Type Qty Ply .
21021521 B T30 COMMON 1 1
Job Reference(optional)
UFP,UFP 20/20 Run:8.410 s Jun 25 2020 Print:8.410 s Jun 25 2020 MiTek Industries,Inc. Mon Feb 15 16:10:05 2021 Page-1
ID:4CNMpKig E7rU7vsl4EhaQ2zks9Z-1 s1 YogxblyEovgpxhjW 1 h2BZ8p1 ZGkBvEk6k3czks9G
�0-10-$ 7-10-14 15-0-0 22-1-2 30-0-0
1-10— 7-1-2 7-1-2 7-10-14
Sale-1:48.5
4.00 72 8x6=
5.8
4
18 9
2X3\\ 2)0//
3
17
1
2 7
10 9 8
4x4= 012 MT20H5= 4x4=
4x8= 4x8=
10-3-4 19-8-12 30-0-0
10-3-4 9-5-8 10-3-4
Plate Offsets X Y-- [5:0-3-0,0-3-81,[8:0-1-8,0-1-121, 10:0-1-8,0-1-12
LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP
TCLL 30.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.33 8-10 >999 240 MT20 197/144
(Roof Snow=30.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.51 8-10 >711 180 MT20HS 148/108
TCLL 5.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.16 7 n/a n/a
BCLL 0.0 Code IBC20181TPI2014 Matrix-MS Weight:134 Ib FT=20%
BCDL 5.0 g
LUMBER- BRACING-
TOP CHORD 2x6 SP 240OF 2.0E TOP CHORD 2-0-0 oc purlins(3-11-0 max.).
BOT CHORD 2x4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing.
WEBS 2x4 SPF No.2
REACTIONS. (Ib/size) 2=2492/0-8-8,7=2399/0-8-8
Max Horz2=233(LC 12)
Max Uplift2=-1080(LC 8),7=-1000(LC 9)
FORCES. (lb)-Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/29,2-17=-5737/2892,3-17=-5614/2909,3-4=-4928/2584,4-18=-4783/2586,5-18=-4758/2601,5-19=-4762/2619,6-19=-4933/2604,6-20=-5605/2936,
7-20=-5715/2920
BOT CHORD 2-10=-2587/5326,9-10=-1611/3568,8-9=-1611/3568,7-8=-2617/5335
WEBS 3-10=-1 449/817,5-10=-659/1697,5-8=-663/1703,6-8=-1454/820
NOTES-
1)Wind:ASCE 7-16;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=20ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C
Exterior(2E)-0-7-13 to 3-4-3,Interior(1)3-4-3 to 11-0-0,Exterior(2R)11-0-0 to 19-0-0,Interior(1)19-0-0 to 26-0-0,Exterior(2E)26-0-0 to 30-0-0 zone;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL:ASCE 7-16;Pf=30.0 psf(Lum DOL=1.15 Plate DOL=1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.20
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
6)All plates are MT20 plates unless otherwise indicated.
7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1080 Ib uplift at joint 2 and 1000 Ib uplift at joint
7.
9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building �F NE
designer. �f/r
11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
LOAD CASE(S) Standard COq2.
C) 1
rQ135.
9�F�SsioNP.'-
02/15/2021
3 4' BUILDER J
8'�� 8' 8'--I�I �� 8'— i6 0
6 -1 - - 4r:: 1 + z
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a
2-2X10 MSR SYP-// ['M m X
TRUSS CARRIERS ON� //ILr\^/lJI )` °
NEW BUILDING SPECIFICATIONS ^�� z y `� y
lK
30' X 34' X 12'4" POST & FRAME GARAGE
A
W/1-12'X34' OPEN LEAN-TO a0 APR 1 2 2021
0-18" X 8" CONCRETE FOOTINGS (TYP) DESIGN
(5301 LB CAP; 5120 LB COLUMN WT) y LLI
POST SAVER PATENTED UPLIFT NOTCHED POST W/12" CL: o
CONCRETE COLLAR ` ;?-` '" '' '� t- a� CO
02-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOORS `' "' "' i'`ate" ' �I''' °� E
9 1'. �.._ .... .... ._ ri..: > Q rn
002 -8' X 9' SINGLE SLIDING DOORS CC)
a o n
3 5.
3 -36" X 44" THERMALPANE SINGLEHUNG WINDOWS
rn a
® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST
O PROTECTION 8' OC (TYP) o E
2X6 TREATED GROUND CONTACT SKIRT BOARD 0>,-6
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC ,g ® o �
2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS —
1//�/� -D w
(991 PLF CAP; 640 PLF ROOF LOAD) OWNER
TRUSS CARRIER TO POST= &"X4" GRK STRUCTURAL SCREWS W
8 OEA.POST (2 PER SPLICE MIN) 2664 SHEAR RATING Y 00
ALL GABLE POSTS PRE-ENGINEERED ROOF TRUSSES- f LL. 00
EXTEND TO TOP 4/12 PITCH, 48" OC, 30-5-5 LOADING r O W
OF ROOF TRUSS 5 ROWS 2X4 BOTTOM CHORD TIES (57.28" OC.) Z
1080 LB UPLIFT; H-10A HURRICANE TIES=1340 LB
12" EAVE OVERHANG W/VENTED SOFFIT & FLUSH GABLESCCE U) M Z
W/ 6" PAINTED STEEL RAKE TRIM W O
29 GA G-100 PAINTED STEEL ROOFING & SIDING j w V
4'WAINSCOT BASE COLOR W p z
12" PAINTED STEEL VENTED RIDGECAP Z Lf) O
i� 29 GAUGE PAINTED STEEL CEILING IN LEAN-TO W V
0X10 MSR SYP 0 M W
TRUSS
5SS CARRIERS O.
W
ALL INFORMATION SHOWN
5'—7" 8'— 3'—7" I 8'~ ON THIS DRAWING IS THE
PROPERTY OF SHIRK
POLE BUILDINGS LLC.
2-2X12 #1 SYP 34'
PETHIS OR�ODNG MAY NOT
5" " PERMISSIOONU�ER AAND
TRUSS CARRIERS OWNER ARE RESPONSIBLE
010111111111#11 TO VERIFY ALL DIMENSIONS
`\Niv, BEFORE ALL
\ OF
2X10 MSR SYP NF�� o
\\ •.w..,, r Imo' DRAWN BY: ALS
N N
�� \�\ .• '•.� �i
RAFTERS 4' REVIEW:ON CENTER �;c, 'Gy:?'��= REVISIONS:
FLOOR PLAN =r- ¢ M.-
2-2X10
.-2-2X10 #1 SYP DATE: 2/15/21
TRUSS CARRIERS SCALE: 11/64" = 1'0" 'ZiP'• _: SITE:WESNOFSKE
'��O •, 771 AZ .•' FLOOR PLAN
---- A . 1
--- 11'-4" 11'-4" 11'-4"�I
T 12
29 GA. PAINTED 4
STEEL 3 X 3
HEMMED L TRIM
29 GA. PAINTED
STEEL
THERMAL PANE THERMAL PANE
WINDOW 3'9"x 6'• WALL PANELS wlNDow
ENTRY °
DOOR
N SIN
I
29 GA. PAINTED BASE O
STEEL ANGLE
6" CORNER TRIM
BACK SIDEWALL LEFT ENDWALL
SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0"
29 GA. PAINTED STEEL 29 GA 6" PAINTED
12" RIDGECAP(VENTED) STEEL RAKE TRIM
29 GA. PAINTED STEEL .r
4
SCREWDOWNROOF11 11 11 11 11 11
PANELS 11 11 11 11 11 1 to 12 gift,
2�
36'x 44'
THE�MADL SANE 3 9 LITE
ENTRY
DOOR
8 x 98 x 9 ivIN
SLIDING ��SLUN, 0 ��'
m
D 1111
EM
0 °Q
OF jai
�U; ",
FRONT SIDEWALL ���� • �YDi� RIGHT ENDWALL
SCALE: 1/8" = 110" ` � �• tiy����% SCALE: 1/13" = 1'0"
.r ¢ s m•Q =
�'�,�� '. 7714?:�•� �:
ELEVATIONS DRAWTJ BY: ALS ALL INFORMATION SHOWN O TT ED
REVIEW:- PROPEON THIS DRAVr1NGIS THEHIRK EUGENE WESNOFSKE m James A. Koppenhaver, P.E.Z9H11WKLL;Cu
Po,,Ee�,�p o
PROPERTY OF SHIRK r
REVISIONS: POLE BUILDINGS LLC. � L�
THIS DRAWING MAY NOT 36450 ROUTE 48 304 Logan Ave cs
A <1 2BE REPRODUCED YER AND Wyomissing PA 19 610PERMISSION.BUILDER AND �DATE: 2 15 21 TO ER ARE L DIMENSIONS PECONIC NY 11958 Email; ko enhaver e@ mail.com
To VERIFY ALL DIMENSIONS � P P P 9 807 READING ROAD EAST"EARL,PA 17519
SITE:WESNOFSKE BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001
BUILDER
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28 GA.PAINED o
STEEL ROOFING 2X4 ROOF PEITLIN N o
PER TRUSS ROOF 28 CA PAINTED d'^
ROOF TRUSS m••1-1e-c-�\ STFEI.ROOFING i
RING 28 GA STRUCTURAL 3-3j-X.120 2X4 ROOF ` ROOjFk& WEAIERRIE
ROOF E STRIP 2X4 TINT DRSPE ELLIN GALV.NAILS PURUN P SCREWS
SCREWS
24.ON CENTER �'X4-GPof WALL POSTTRACKX6 C ETS �VERTRACK m x
PlA
Lf'o, E IMO PED TRUSS STRucnxK 2 BACK / O BUDDING •IST F1AN 1'WEATERTITE RAKE TRIM TRACK dX,
G� PAINTED SCREWS GABLE IN CHANNEL B.ON CENTER STRUCTURAL SLIDING METALoWALLGA PAINTED POST ME DOOR SIDINGPOST STEEL SIDING SIDINat
YETAL SIOINO ! ROOF PURLIN DIRK STRUCTURAL SLIDING DOOR RAKE TRIP
LEANTO DETAIL TRUSS SCREW TO POST
ROOFING FASTENERS FASTEN DETAIL 1 CARSYPRIER DETAIL DETAIL n
SMALF.r +,0, CARRIER FASTENER DETAIL
SCALE. 1/2-- 1'0• SCALE 1/2'- 1'0' SCALE: 1/2'- 1'0• SCALE: 1•- 1'0• SCALE: 1/2"- 1'D•
DESIGN
W O O
T1. r U
WALL POST PAINTED STEEL (c)ROOFING Q)
.o
WMT.POST 2X4 ROOF PERLIN DOOR JAMB 2X8 FACE BOARD Q
GALV.NAILS / GIRi� PER �TRUSS R r CEJ
•.C 1R PANTED -r-
EACH \ \i ECK SCREWS FASCIA p
GALV.""" •• CE 4 NAILS PER T8 GA.PAINTED SIM L
R00F TR Y.pCD
C
�TRUSSE POST FA:J 7PoM
2X6 71 CARRIER METAL SIDING O s
SIDEWALL GIRT co rl)
BLOC( TROSS T%TIE BLOCK ENTRY DOOR 12'EAVE�VERHANG O
FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL E T.O
SCALE: 1/2-- 1.0' SCALE: 1 2•- 1'0' SCALE: 1 2•- 1.0- SCALE: 1 2•- 1'0' O � E
w
28 GA.
AINTED STEEL
SCCREEWSP&INSTALLED
RS OWR
2X4 BOTTOM CHORD Y� co
PERMANENT LATERAL
BRACING (SEE TRUSS vI
co Lo
IN FOR SPACING)AL 2%8 SPF
2X4 ROOF FACE BOARD O W r
URUNS 24.OC. PAINTED If 2X4 SPF DIAGONAL BRACE Z
FROM RIDGE IE TO EEIM FAM '^
FASCIA ROOF TR TRUSSESU)D v+ Z
VENTED 48 OC. W O
ER LAM
PRE-ENGINEEREDZFH-IGIA HURRICANE CUPS PANELS U
TRUSSES 48.OC. STEEL W Z
2-2X10 MSR Sr TRUSS CARRI FhJ TRIM Z
Lo o
TRUSS NOTCHED— I*
/1 SYP TRUSS CARRIERS--- INTO POST W to I�
BMW
3 PLY 2X8 GLU-LAM 2X4 SPF SIDEWALL CIRTS 24.OC. _ EL
N POSTS B' OC. TYP. W
WALL BRACING REGIU EMM-.
. 29 GA'STRUCTURAL STEEL ALL INFORMATION SHOWY
WALL BRACING PANS INSTALLED TO EKIERIOR AWPA U1 TREATED POSTS W OC.TYP. ON THIS DRAWING IS THE
REGUIREMEN75: OF WALT.PURLINS WITH SCREWS PROPERTY OF SHIRK
28GA SiRUCIUWY. POLE BUILDINGS LLC.
STEEL SIDING THIS DRAIMNG MAY NOT
2X4 SPF WALL GIRTS 24.OC PANES IS um BE REPRODUCED WITH.
WITH SCREWS
PERMISSION.BUILDER AND
GRADE GRADE OKNER ARE RESPCN9BIE
ro VERIFY ALL DIMENSION
2X8 PRESSURE TREATED PRESSURE TREATED ``��00111 1111#1 � BEFORE CONSTRUCTION
S
GRADE(BOTTOM 4•-4000 PSI SYP SKIRT BOARD f� �I DRAW)BY: ALS
OF ) Ej p ) 2X8 SKIRT BOARD `��� ...•• .."� P. /�
..... `��� • ~• ���� REVIEW:
3/4•STONE flfl.�S� 'COMPACTED \ \\/\ \/\ \/\ \/\��\\ /\//\\/\ \ \//\ y;�� '�•• = REVISIONS:
(OPTIOWIL) I. SOIL BACK•ILL e \ /�\/
GO
00
5A PA 3000 PSL CONCREIE� / \ - S L:1'�
POST SAVER PATENTED UPLIFT NOfgfD P06T POST w/1z•CONCRETE
W/12•MY MIX CONCRETE OOl1AR I Y �• Y/?Y/:Y/?%/2Y Y FOOTING (SEE SIZE+ �:W
r•c / / /��; r..
? M ..� �\3000 PSF SOIL / �!: i ON FLOOR PLAN) / Stn DATE: 2/15/21
3000 PSI.DRY MIX CONCRETE Y/\ 'I: �/ y/Y/� \ s:: /�/ / / 1: c:: _`.
FOOTING SEE SIZE ON FLOOR PLAN ( •x;,::•f \ 'i \ / / SITE:WESNOFSKE
( ) v \\� Y\�\\\ \ t::; \y\ \y yam\ \ \ \\ 'y'0'
�'+•, i�O •.OT7....".0 SECTIONS
TYPICAL FRAME /\ T / TYPICAL FRAME //\\//\/ ''r� 1++.•"•••••' ��
(ENDWALLSECTIOVIEW) a \ \ \ \ \i�\ SECTION \\7\\i� pr,OFESSIO�`�����
(SIDEWALL VIEW) +++++1111ii111
SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" o
' BUILDER
BUILDING DESIGN. NOTES AND DETAILS A4.8 CONCRETE FLOOR(OPTIONAL) J
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. ^°
A4.1 GRADING & EXCAVATIONS
LAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN.
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4'9 STRUCTURAL DESIGN PARAMETERS 9
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE m
o�
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP=U ,
RISK CATEGORY I o
A4.2 FOOTINGS EXPOSURE CATEGORY= C
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED a
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; OCCUPANCY LOAD=AS PER DESIGN
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE TOTAL NUMBER OF FLOORS= 1 ^
FOLLOWED. DRY MIX CONCRETE WILL BE USED UNLESS OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=1020
BUILDING VOLUME (CU FT)=14,900 DESIGN
A4.3 FRAMING L
STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH d O o
LUMBER FOR SIDEWALL GIRTHS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. UD
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN i Q) M °
YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :F6=2150, FC=2050. LUMBER
SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF a> > ,- E
> Q rn
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND ®48" BELOW GRADE UNLESS NOTED OTHERWISE. s
c
30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. c Q a
CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, a) o O_
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING CODES CD- o °
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. Y J c
WIT
A4.4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE THE FOLLOWING BUILDING CODES:
2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10 d ,� °
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, O 0
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: °
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS T°
NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION o E
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION — w
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 uu
AMERICAN NATIONAL STANDARDS (ANSI 117-2010)
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS, Y 10
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS SOUTHERN BUILDING CODE CONGRESS (SSTD10) U) 00 Ln
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES LL q
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) O W r
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND Z (—
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN A4.12 WARRANTY NOTES (/) D Z
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR Lu O
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN V
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY ANDW C Z
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. L()
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: LLu t
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY 0 M Lu
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, = a
65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. Lj
PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE:
MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHom
STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. ON THIS DRAWING IS THE
TRUSS CARRIER CONNECTION TO POST: J"x4" GRK RSS STRUCTURAL SCREWS, SCREW PROPERTY OF SHIRK
SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING POLE BUILDINGS LLC.
VALUES; LATERAL DESIGN VALUE=333 LB, TENSILE STRENGTH=139,000 PSI,
FROM THOSE MODIFICATIONS LISTED ABOVEOR FROM ANY OTHER MODIFICATIONS THIS NWOUCE MAY NOT
,
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' �REPRooucm unmoor
NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION.BUILDER AND
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OMER ARE RESPONSIBLE
TO VTRIFY ALL DIMENSIONS
WITH #9
AL AND
ER
HERED
COLOR MATCHING SCREWSXFA FASTENERS SHALL COMPLY WITH THE THE ROOFINGN&ESIIDING ���� of: New10//�e DRAWN BY: ATLRSCTION
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED `�� YD��i' REVIEW:
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED ��Gj��• �jy •F REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT =C ¢ �• m:
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; 's n ZD DATE: 2/15/21
BOTTOM EDGE OF STANDARD ROOFING MATERIALS. s
m 2 SITE:WESNOFSKE
; DETAILS
Job Truss Truss Type Qty Ply
21021521 B T30 COMMON 1 1 ,
Job Reference(optional)
UFP,UFP 20/20 Run:8.410 s Jun 25 2020 Print:BA10 s Jun 25 2020 MTek Industries,Inc. Mon Feb 1516:10:05 2021 Page 1
ID:4CN MplCg E7rU7vsl4EhaQ2zks9Z-1 s 1 YogxbiyEovgpxh-W 7 h2BZ8p1 ZGkBvEk6k3czks9G
X010-8 7-10.14 15.0-0 22-12 30.0-0 ,
10 7-10.14 7-1-2 7-1-2 7-10-14
Salo.1:00.5
4.00 1z _
sxe s
4-
17 17
1
2 7
f0 9 8
4x4= 4x12Mr20H5=
4x0= 4x0=
10-3-4 19.8-12 30-0-0 _
10-3.4 9-5-8 10-3.4
Plate Offsets(KY)- [5:0-3-0,0-3-81,[8:0-1-8,0-1-121,[10:0-1-8,0-1-121
LOADING(psf) SPACING- 4-M CSI. DEFL in (loc) Vdefl L/d PLATES GRIP
TCLL 30.0 5.0 Plate Grip DOL 1.15 TO 0.61 Vert(LL) -0.33 5-10 >999 240 MT20 197/144
(Roof Snow-30.0) Lumber DOL 1.15 - BC 0.80 Vert(CT) -0.51 8-10 >711 180 MT20HS 148/108
BCDL 5.0 Rep Stress Incr NO WB 0.57 Horz(CT) 0.16 7 n/a n/a
BOLL 0.0
BCDL 5.0 Code IBC2018/TPI2014 Matrix-MS Weight:134 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x6 SP 240OF 2.0E TOP CHORD 2-0-0 oc purlins(3-11-0 max.).
BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 4-9-5 oc bracing.
WEBS 2x4 SPF No.2
REACTIONS. (lb/size) 2=2492/0-8-8,7=2399/0-8-8
Max Horz 2=233(LC 12)
Max Uplift2-1080(LC 8),7=4000(LC 9)
FORCES. (ib)-Maximum Compression/Maximum Tension
TOP CHORD 1-2.0/29,2-17=-5737/2892,3-17=-5614!2909,3-4=4928/2584,4-18=4783/2586,5-18=4758/2601,5-19=-4762/2619,6 19=4933/2604,6-20=-5605/2936,
7-20=5715/2920
BOT CHORD 2-10--2587/5326,9-10=-1611/3568.8-9=-1611/3568,7-8=-2617/5335
WEBS 3-10_1449/817,5-10--659/1697,5-8=-663/1703,6-8--1454/820
NOTES-
1)Wind:ASCE 7-16;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL-3.Opsf;h-20ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)gable end zone and C-C
Extedor(2E)-0-7-13 to 3-4-3,Intedor(1)3-4-3 to 11-0-0,Exterior(2R)11-0-0 to 19-0-0,Intedor(1)19-0-0 to 26-0-0,Extedor(2E)26-0-0 to 30-D-0 zone;C-C for members and forces
&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL-1.60
2)TOLL:ASCE 7-16;Pf=30.0 psf(Lum DOL=1.15 Plate DOL-1.15);Is=1.0;Rough Cat C;Partially Exp.;Ce=1.0;Cs=1.00;Ct=120
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent -with other live loads.
5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)Is not adequate for a shingle roof. Architect to verify
adequacy of top chord dead load.
6)All plates are MT20 plates unless otherwise Indicated.
7)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1080 Ib uplift at joint 2 and 1000 Ib uplift at joint
7.
9)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSVTPI 1.
10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building
designer. Or- NE
Y
11)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10A CAP,
LOAD CASE(S) Standard GJ
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02/15/2021