HomeMy WebLinkAbout46167-Z �o�o�nFf°c Town of Southold 8/25/2021
P.O.Box 1179
0
o _ 53095 Main Rd
y orr' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42276 Date: 8/25/2021
THIS CERTIFIES that the building BARN
Location of Property: 2805 Route 25,Laurel
SCTM#: 473889 Sec/Block/Lot: 125.-1-2.8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/12/2021 pursuant to which Building Permit No. 46167 dated 4/30/2021
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:
accessory pole barn as applied for.
The certificate is issued to Wowak,Thomas
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
AutlWzed Signa e
Suffol�,c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C* z TOWN CLERK'S OFFICE
oy • o�� 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#: 46167 Date: 4/30/2021
Permission is hereby granted to:
Wowak, Thomas
2805 Route 25
PO BOX 486
Laurel, NY 11948
To: Construct accessory pole barn at existing single family residence as applied for.
At premises located at:
2805 Route 25, Laurel
SCTM # 473889
Sec/Block/Lot# 125.-1-2.8
Pursuant to application dated 4/12/2021 and approved by the Building Inspector.
To expire on 10/30/2022.
Fees:
CO-ACCESSORY BUILDING $50.00
ACCESSORY $1,380.00
Total: $1,430.00
Building Inspector
TOWN OF SOUTHOLD BUILDING DEPT.
�`ycou�m ' 765-1802
INSPECTION
[ FOUNDATION 1S [ ] 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: .. .
DATE 06/,;t_l 2- INSPECTOR
OF SOUTyolo -
�1►` # TOWN OF SOUTHOLD BUILDING DEPT.
`ycvurm N�' 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:
DATE 19 INSPECTOR
�I[
,n 1 OE SOUJyO<o
TOWN OF.SOUTNOLD BUILDING DEPT.
°`y�ournv ' 765-1802
INSPECTION
[. ] FOUNDATION 1ST [ ] ROUGH-PLBG.
[ ] FOUNDATION 2ND [,: ] IN ULATIOWCAULKING
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: o� c D .
DATE Dt9) �`�1.2-1INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
6A/
FOUNDATION(1ST)
----------------------- ` fj.
FOUNDATION(2ND)
ROUGH FRAMING& �y 1
PLUMBING
INSULATION PER N.Y. ®y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
_fi0
Z
O y
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
'J'A Telephone(631)765-1802 Fax (631)765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMT
L- 'n V/(" aY
For Office Use Only
PERMIT NO, Building Inspector: APR 1 2 2021
Applications and forms must be filled'o'ut in their entirety. Incomplete -
appii6ations will-hot be-accepted. Wh6re,the Applicant is not the-owner,an-
`Owner's Authorization form(Page 2)'shall'be completed.
Date:
OWNER(S,)-OF PROPERTY:
Name:— SCTM#1000- Z
Project Address: :�12 ryo
Phone#: --cJ' 7-3 -4 Email:
Mailing Address: 1,
CONTACT PERSON:
Name:
Mailing Address:
Phone#: Email:
7--
DESIGN PROFESSIONAL laFORMATION:-
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
LAC 4—
Mailing Address:
Phone#: Email:
RIPTI_ N=OF PROPOSED CONSTRUCTION
New Structure ElAddition ElAlteration EIRepair E]Demoli tion Estim.4ed Cost f Project:
E]other
Will the lot be re-graded? 11Yes MNo Will excess fill be removed from premises? E]Yes No
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenant�nd restrictions with respect to
this property? ❑Yes ICINo IF YES, PROVIDE A COPY.
❑ 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,Suffoik,"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 na e): 741A 15 L16 �l a 1'� ❑Authorized Agent Owner
Signature of Applicant:�� �G/ �z Date: - '2-
STATE
STATE OF NEW YORK)
SS:
COUNTY OFSUTPO(K. )
7-kO rr-4-S w Q wa-L, being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
'V
n''anm'edd,'/
(S19isthe DW T.fL_,
(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 th ewit ' _A11
H.Sworn before me this BARBARA
Notary Public, State OOf f New York
No. 01TA6086001
Qualified In Suffolk County
ck day of 120 D4 CnmmlGsion Expires 01/13/20 g?�
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
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SVUOLK COUNTY HEALTH DEPARTMENT [AT
VEY FOR
DnAPR 14 1983 H. D. REF. # OMAS WOWQK MAR 30, 1983
JUL 28,1 982
'rho antrry•�l d'�tiGrrEl and uot°r sUpplq LAUREL DATE+ JULY 26,1982
?ncllltlr•.1 + •: r; ; : 70clTton here been N OF SOUTHOLD SCALE+ 1"2100'It's)'"tod Iv •,tIt'F`1;ac11t And found FOLK COUNTY, NEW YORK NO. 82.401
t(1 bR RattHf(lOtoly, UTHORIZED ALTERATION OR ADDITION TO THISY CI A VIOLATION OF SECTION 7209 Of THEGUARANTEED TOL
Ch1of of fcnrrAl EOSino°riOg ORK STATE EDUCATION LAV COMMONWEALTH ITLE INSURANCE CO.
OPIES OF THIS SURVEY NOT EEARNO THE LAND NEW
SCTCICPS SURNorUCONSOEYOWS REDTTOBEAOR VALIOTRUECOPSSED SEAL YHALL 1E 0T Y0',
*GUARANTEES INDICATED HEREON SHALL RUN ONLY TO g'L�6,N W.T"OG 4
HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT in PERSON FOR WHOM THE SURVEY IS PREPARED p 1•
AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- T�f r O o
*NEAREST W VIN MI•*SOURCE OF WATER,q!RTS✓PUpLIC_ MENTAL AGENCY AND LENDING INSTITUTION LISTED
N SUFE C06
TAX
MAP NST�G9_SEC TI ON _BIDCK 4L LOT�Z4.102E HEAEON AND TO THE ASSIGNEES OF THE LENDING r !}
*THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE i
N ADDITIONAL INSTITUTIONS OR SUBSEQUENT
11 THE THAN THOSE SHOWN HEREON. P.
M TLE WATER TO
ANO SEWAGE DISMAL L SYSTEM FOR THIS DEPARTMENT
DISTANCES SHOWN HEREON FROM PROPERTY LINES
ERS
WILL CONFORM 70 TN[9TANOM04 OF THE SUFFOLK CO1RItt DEPARTMENT TO EXISTING STRUCTURES ARE FOR A SPECIFIC i
APOF PLICANT,SERVICESTO
AND ARE NOT TO BE USED TO ESTABLISH P� h0. 129
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PROPERTY LINES OR FOR THE ERECTION OF FENCES �'S 1�Oi
ADDRESS A 1 13+�•
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YOUNG & YOUNG RiVERiE:AO,NEWAYORKE
IS•MONDRIEST
ALDEN W YOUNG,PROFESSIONAL ENGINEER
AND LAND SURVEYOR N YS LICENSE NO.12845
HOWARD W.YOUNG, LAND SURVEYOR
*TME LOCATION OFW0.L(W).WJMC TANKISnO CESSFOOLS(CP)SHOWN NEIIE0R1 NYS LICENSE NO.45893
ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS
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SURVEY FOR
;; -v,, It«- gar tui, ' THOMAS WOWAK
JUL 28, 1982
' , . ''- AT LAUREL GATE JUDY,�G, #982
in
TOWN OF SOUTHOLDSCALE= i !AO'
:a SUFFOLK COUNTY, NEW YORK
*UNAUTHORIZED ALTERATION OR AO_DITION TO THIS GUAiR'AMTEEO TO '
+ SURVEY IS A VIOLATION OF SECTION 7200 OF THEA.
NEW YORK STATE EDUCATION LAW OM Q I'� J{ , �y .: I �I�i, , Q•.
*COPIES OF THIS SURVEY NOT !SEARING T1IE LAND
2. x SURVEYORS INKED SEAL OR EMBOSSED SEAL SMALL P NEW a NOT BE CONSIDERED TO BE A VALID TRUE COPY �E O y_
NGUARANTEES INDICATED HERiEON.SHALL.RUN ONLY 10 ttp� W. y �
" 'HE�+Lili DEPAR�,i�7Eis,T-DATA FQR,ApFiROVAL TO CONSTRUCT ; THE Pi�1SON FOR!'JHf�Il. TIaE,SU,WEY Is PREPARED ®t, �
, - I AND ON-NIS BEHALF TO Y`NE TITLE tGMPANY;GOVERN- O 'L
r1ifA1SC3Y FY i6£ON kll.f'"N"SOURCE CF'WATER=_FR11A1TE PUBLIC • WIENTAI,-AGENCY AND LENSING INA,TITUSION'l1STE-4 4 '
IC`3N!lFfi,�:O:TAX Gl3T�Q SECTS?K'I4•BLOCK .u.LOT�Z�.QQ�r }HER�6>�k�,At7D-TD=.THtE•A6i91El� +d.OF TH$ 1»ENDIMQ
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011,7rri"'i"HdN THOSE''Sk0{WH''HERE TO ADCITIWAL IR1STiTU!7l S:OR f;Ua 1£NT''
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ARE NOT•v'D tlE USED TD'H'IAOLISH
i PROPERTY LINES OR FOR TIDE JR0VI91! OE>'1?t�tiC�S
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Yom .
lm•MONUMENT
f,
ALDEN W.YOUNG,PROFESSIONAL EN604gER
AND LAND SURVEYOR WY S.UCEN$.9",OL 19040
[ARE
HOWARD W.YOUNG, LAND SURVFr-Y®R
£;; THE}}OCATIONOFWELUW),svTi; TANti(ST)BCESSPOOLSICKSHOWNHER1KOCs N.�rS.LICENSE`ElO;A5693 FROM FIELD OBSERVATIONS AND OR DATA 0®T MED FROM OTNERS(>> }--= '
TELEDYNE POST N01779 :t•u r2t7i :.,c
d2-oaj
APPROVED AS NOTED
DATE: B.P. COMPLY WITH ALL CODES OF-
FEE:A530• DEPARTMENT AT NEW YORK STATE & TOWN CODES
NOTIFY BUILDING DE
,�, AS REQUIRED AND CONDITIONS OF
765-1802 8 AM TO 4 PM FOR THE SO OLD TOWNZBA
FOLLOWING INSPECTIONS: SOUTHOLD TOWN PLANNING BOARD
1. FOUNDATION -.TWO"REQUIRED
FOR POURED CONCRETE SOUTHOLDTOWN TRUSTEES
2. ROUGH - FRAMING & ,PLUMBING
3. INSULATION IN.'I.S.DEC
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTIOIN SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
BLE FOR
DESIGN ORCONSTRUCTIONDERRORS. OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
,All exterior lighting
installed,replaced or
repaired shall conform
to Chapter 172
of the Town Code Additional
Certification
May Be Required.
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE,
t u a
Job Truss Truss Type Qty Ply �40'Stock Truss
17022130B T40 DBL. FINK 1 1 40'Stock Truss
Job Reference o bona)
Universal Forest Products,5631 S NC 62,Burlington,NC 8 030 s Oct 5 2016 MiTek Industries,Inc Wed Feb 22 13 40 10 2017 Page 1
ID Q3nlLye9/S3371vS_td9ZdyS8MU-GtLzl3MRpYWBQUtDLJEXIn7LvRQ0ua4BOs)9FLzlahp
-1-10r8 7-4-0 13-8-0 , 20-0-0 26-4-0 i 32-8-0 40-0-0 §-10,-8
0-10-8 74.0
6-4-0 6 4-0 6 4-0 6-4-0 7 4-0 0-10-8
Scale=1 71
5x6 II
400 F172
4x4 4x4
2x5\ 18 6 7 19
2x5//
4x8 i:; 4x8 a
3 4 8 9
4x12 MT20HS-- 4x12 MTWHSC
1 2 1011
17 16 15 14 13 12
4x4= 5x10 MT20HS= 5x5= 5x5= 5x10 MT20HS= 4x4=
9-5-0 17-0-0 23 0-0 30-7-0 40-0-0
9-5-0 7-7-0 6-0-0 7-7-0 9-5-0
-Plate Offsets(X,Y)- 2 0-5-5,0-2-01, 10 0-5-5,0-2-01, 14 0-2-0,0-2-81, 15 0-2-0.0-2-81
LOADING(psf) SPACING- 4-0-0 CSI. DEFL in (loc) I/deft L/d PLATES GRIP
TCLL 300 Plate Grip DOL 1 15 TC 084 Vert(LL) -0 51 15 >929 240 MT20 197/144
(Roof Snow 30 0) Lumber DOL 115 BC 087 Vert(CT) -06815-17 >694 180 MT20HS 187/143
BCDL 5 0 Rep Stress Incr NO WB 100 Horz(CT) 0 21 10 n/a n/a
BCDL 0 0
BCDL 50 Code IBC2015/TPI2014 Matnx-S Weight 245 Ib FT=4
LUMBER- BRACING-
TOP CHORD 2x6 SP 240OF 2 OE'Except' TOP CHORD 2-0-0 oc purlins(2-5-7 max)
T2 2x6 SP No 1 BOT CHORD Rigid ceiling directly applied or 6-7-5 oc bracing
BOT CHORD 2x6 SP 240OF 2 OE-Except-
B2 2x6 SP No 1
WEBS 2x4 SPF No 2
REACTIONS. (Ib/size) 2=3286/0-5-8 (min 0-2-12),10=3286/0-5-8 (min 0-2-12)
Max Horz2=175(LC 9)
Max Uplift2=-878(LC 5),10=-878(LC 6)
FORCES. (lb)-Max Comp/Max Ten -Ad[forces 250(lb)or less except when shown
TOP CHORD 2-3=-8119/2020,3-4=-7440/1842,4-18=-7413/1854,5-18=7180/1867,5-6=-5740/1477,6-7=5740/1477,7-19=-7180/1868,8-19=7413/1855,
8-9=-7440/1843,9-10=8119/2021
BOT CHORD 2-17=-1925(7524,16-17=1443/6181,15-16=1443/6181,14-15=-927/4696,13-14=-1313/6181,12-13=1313/6181,10-12=-1796/7524
WEBS 3-17=-874/437,5-17=-281/1095,5-15=-1814/582,6-15=-438/1764,6-14=-438/1764,7-14=1814/582,7-12=-282/1095,9-12=-8741438
NOTES-
1)Wind ASCE 7-10,Vult=130mph(3-second gust)Vasd=103mph,TCDL=3 Opsf,BCDL=3 Opsf,h=20ft,Cat Il,Exp C,enclosed,MWFRS(envelope),Lumber
DOL=1 33 plate gnp DOL=1 33
2)TCLL ASCE 7-10,Pf=30 0 psf(flat roof snow),Category II,Exp C,Partially Exp,Ct=1'.2
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 Iiveloads
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
deadload
6)All plates are MT20 plates unless otherwise indicated
7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except()t=1b)2=878,10=878
8)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1
9)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord
LOAD CASE(S) Standard
OF N
f1 P 3 .0
- � '� ��j„•per
a -
r_ �
cid
N6.'085777-1-
ss)o
This truss is to be fabncated per ANSVrPI quahtyrequirements Plates shall be of stn and type shove and centered at joints unless otherwise noted This design is based upon parameters shown,and is for an individual
budding component to be msrailed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer Building Designer shall verify all design
mformwon on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances Building Designer accepts responsibility for the correctuess or accuracy of the design
information as it may relate to a specific bmlding Certificauon is valid only when muss is fabricated by a UFP company Bracing shown is for lateral support of truss members only and does not replace erection and
permanent bracing Refer to Budding Component Safety Information(BCSI)for general guidanceregarding storage,delivery,erection and bracing available from SBCA and Tmm Plate Institute
' 80'
8' -{ 8' -I 8' -I 8' -E 8' 8' �
2-2X12 MSR SYP ❑
TRUSS CARRIERS NEW BUILDING SPECIFICATIONS /
40' X 80' X 14'5" POST & FRAME BUILDING
0 -18" X 8" CONCRETE FOOTINGS (GABLES) A\
71 ALL GABLE POSTS O -22" X 8" CONCRETE FOOTINGS (SIDEWALLS) $� /
EXTEND TO TOP (7919 LB CAP; 6720 LB COLUMN WT) / CCE
`° 0 F ROOF TRUSS PO CONCRETE COLLAR SAVER PATENTED UPLIFT NOTCHED POST W/12" /
O1 2-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOORS /
O1-16' X 14' SPLIT SLIDING DOOR DO
O1-12' X 12' INSULATED STEEL OVERHEAD DOOR /
33 3-36" X 44" VINYL THERMALPANE SINGLEHUNG WINDOW
® 3 PLY 2X6 GLULAM POSTS W/POST SAVER POST cag
PROTECTION 8' OC (TYP)
2X8 TREATED SKIRT BOARD
c O 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC. Oct
2-2X12 MSR SYP TRUSS CARRIERS @8' SPANS-
(HEADER CAPACITY=966 PLF; ROOF LOAD=840 PLF)
3-2X12 MSR SYP TRUSS CARRIERS @12' SPANS-
(HEADER CAPACITY=1044 PLF; ROOF LOAD=840 PLF)
TRUSS CARRIER TO POST= 1%"X4" GRK STRUCTURAL SCREWS
10 @EA.POST (2 PER SPLICE MIN) 3330 SHEAR RATING �r�ununi�a�y�
/ PRE-ENGINEERED ROOF TRUSSES- �����`" OF N_ety
%
4/12 PITCH, 48" OC, 30-5-5 LOADING .... y0'
5 ROWS 2X4 BOTTOM CHORD LATERAL BRACING (79" OC) `��i�,5• • 4y';p�' Ib
511 LB UPLIFT; 6-12D FACE NAILS=534 LB (PG. A4.5)
28 GA. G-100 PAINTED STEEL ROOFING & SIDING w i
4' WAINSCOT BASE COLOR '.,``o 77 14?-...
CCE
/ 4-3'X10' POLYCARBONATE SKYLITES ��Essill,
mD 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT&FASCIA
/ PAINTED STEEL 12" VENTED RIDGECAP o0
C° 1 2-2X12 MSR SYP 3-2X12 MSR SYP 1
TRUSS CARRIERS TRUSS CARRIERS 2A
X"Ir Qg I rA I ZI I M zI I L
8' 8' 8'�- 8' —T� 8' - -- 8' 8' 4' 12' �- 8'
80' FLOOR PLAN
SCALE: 3/16" = 1'0"
FLOOR PLAN DRAWN BY. ALS ALL INFORMATION SHOWN O W
ON THIS DRAWING IS THE M C
REVIEW: PROPERTY OF SHIRK TOM WOWAK Z James A. Ko enhaver P.E.GtHliNKILLC
I.E lo
REVISIONS. POLE BUILDINGS LLC � �� ZP® `D'�V M
THIS DRAWING MAY NOT 2805 MAIN ROAD 304 Logan Ave Gs
BE REPRODUCED WITHOUT Wyomissing PA 19 610
PERMISSION BUILDER AND �
DATE: 4/3/21 OWNER ARE RESPONSIBLE LAUREL NY 11948 PP P 9
TO VERIFY ALL DIMENSIONS Email ko enhaver e@ mail.com
� 807 READING ROAD EAST EARL,PA 17519
SITE:WOWAK BEFORE CONSTRUCTION
717-445-6888 FAX 717-445-3001
3'X 10' 3'X 10' I 12
28 GA. PAINTED SKYLITE SKYLITEN 4
STEEL 1Z"X6"
HEMMED FASCIA
�1. 28 GA. PAINTED STEEL 1
WALL PANELS
36'z 44' ATTACHED W/ SCREWS
THERMALWINDOW PANE
N
I
16 x 14
i, SPLIT
48" WAINSCOTING
BACK SIDEWALL LEFT ENDWALL
SCALE: 1/8" = 1'0" SCALE:
28 GA. PAINTED STEEL
9. 15, —� 12" RIDGECAP(VENTED)
28 GA.
3'x10' 3'x10' T 12 PAINTED STEEL
SKYLITE SKYLITE 28 GA. PAINTED STEEL N 4 6" RAKE TRIM
SCREWDOWN ROOF 28 EL PAINTED
PANELS I STEEL DOUBLE
ANGLE Z TRIM
�1 1 28 GA. 6"
12'0" x 12'0" PAINTED STEEL
OVERHEAD DOORHill CORNER TRIM
36",4436'.44'
3'0'x 6'8' 3'0'X 6'8' THERMAL PANE THERMAL PANE
6 PANEL 6 PANEL �
WINDOW WINDOW
DO R N13® DSO R Y
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BASE
ANGLE
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FRONT SIDEWALL RIGHT ENDWALL
SCALE- 1/8" = 1'0" SCALE:
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ELEVATIONS DRAM BY- ALS ALL INFORMATION SHOWN O � C
ON THIS DRAWING IS THE w cn
REVIEW: PROPERTY OF SHIRK TOM �i -,�IO * -AK m James A. Koppenhaver, P.E.m
REVISIONS: POLE BUILDINGS LLC. 304 Logan Ave
THIS DRAWING MAY NOT 2805 MAIN ROAD
BE REPRODUCED WITHOUT
1 LLC
PERMISSION BUILDERERAND Wyomissing, PA 19 610
DATE: 4/3/21 OWNER ARE RESPONSIBLE LAUREL, NY 11948 Email; koppenhaverpe@gmail.com
TO VERIFY ALL DIMENSIONS 807READINGROAD FASTEARL PA17519
SITE:WOWAK BEFORE CONSTRUCTION
717-445-6888 FAX 717-445-3001
PAINTED RIDGECAP 6 NAILS 2X4 ROOF PERLIN BUILDER J
2"WEATERTITE 28 GA STRUCTURAL. ROOF TRUSS PER TRUSS TRUSS\ 28 GA. PAINTED �t
VENTED OR ROOF STEEL ROOFING
SEALTITE PAINTED SCREWS PAINTED STEEL 3-3"X•120 2X4 ROOF RAKE TRIM h�<o
CLOSURE PURLIN WALL POST
STRIPS 2X4 GIRT OR PERLIN GALV. NAILS 2tENITED Z 1
24" ON CENTER {�"X4" GRK CIA TRUSS STRUCTURAL 2X6 HEADER4-3"X.120 NOTCHED o SCREWSGALV. NAILS PLICE INTO POS METAL SIDING m ��x
1"WEATERTITE Q
2X4 ROOF? � PAINTED SCREWS STRUCTURAL DOOROVERHTRIM EADGABLE TRUC MR
PERLI�IS 9" ON CENTER RIM y00
mPOy� OVERHEAD OVERHEAD DOOR o
ROOF TRUSSES DOOR WEATHERSTRIP SIDING Tisyp GRK STRUCTURAL Lg
12" RIDGE CAP METAL SIDING & ROOF PURLIN OVERHEAD DOOR GABLE OVERHANG
DETAIL ROOFING FASTENERS FASTENING DETAIL TRUSS SCREW TO POST HEADER DETAIL DETAIL
CARRIER FASTENER DETAIL m
SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0"
DESIGN
LJ
PAINTED STEEL
O U
WALL POST OOFING
WALL POST 6 NAILS 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD ( Q E
GALV.NAILS / 2X4WALLPER TRUSS ROOF 0
\ I I TRUS� 2A"GALVANIZED PAINTED c � Q a
DECK SCREWS Q
6-3" PLICE ROOF TRUS VENTED o J 620-
GALV. NAILS 4 NAILS PER 28 GA. PAINTED STEEL SOFFIT °)
EACH SIDE J CHANNEL F&J TRIM Q d ai o
ROOFING NISTALLED W/ CARRIER POST Q 0
28 GA. TRUSS
2X4 BOTTOM CHORD SCREWS & WASHERS 2X6 TIE METAL SIDING O,o
PERMANENT LATERAL SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12"EAVE OVERHANG 0 F=
BRACING (SEE TRUSS FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL --DLLI
2X6 SPF
WG FOR SPACING) SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" OWNER
2X4 ROOF FACE BOARD
URLINS 24" OC. PAI NTEp co
FASCIA
VENTED
OFFlT 2X4 SPF DIAGONAL BRACE r
PRE-ENGINEERED ROOF PANELS FROM RIDGELINE TO BOTH EAVES
PRE-ENGINEERED
TRUSSES 48" OC. PAI STEEL ROOF TRUSSES
2-2X12 MSR SYP TRUSS CARRIERS F&J TRIM 48" OC. ® Z Z
� J
3 PLY 2X6 GW-LAM TRUSS
2X6 WIND UPLIFT TIEDOWN BLOCK
TRUSS NOTCHED ® O
POSTS 8' OC. TYP.
#1 SYP TRUSS CARRIERS INTO POST
00
2X4 SPF SIDEWALL GIRTS 24" OC. / N J
WALL BRACING REGUIREMENTS: /
WALL BRACING 29 GA. STRUCTURAL STEEL ALL INFORMATION SHOWN
REGUIREMENTS: PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE
28GA STRUCTURAL OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK
STEEL SIDING POLE BUILDINGS LLC.
2X4 SPF WALL GIRTS 24" OC. PANELS INSTALLED / THIS DRAWING MAY NOT
WITH SCREWS BE REPRODUCED W TROUT
GRAPERMISSION BUILDER AND
DE GRADE
OWNER ARE RESPONSIBLE
2X8 PRESSURE TREATED
GRADE (BOTTOM 5"-4000 PSI SYP SKIRT BOARD PRESSURE TREATED TO ORE ALL DIMENSIONS
OF SKI OARD CONCRETE FLOOR SYP GROUND CONTACT ���1ut11pt1Jp��a/ BEFORE CONSTRUCTION
(OPTIONAL) 2X8 SKIRT BOARD yi DRAWN BY: ALS
�� '• OF N�yj,y0;0! REVIEW
3/4" STONE BASE__--- COMPACTED• • %\\�\\ \\j\\�\\�\\�\\�\\�\\�\\j\\j \\�\\��\j\\�\\�\\��\j\\�\\jam\� \//\\//� y��5 �•'9�' REVISIONS:
(OPTIONAL) SOIL KF LL
\//\/�\/.\/.\/�\/�\//\/�\/�\. //\
POST SAVER PATENTED UPLIFT NOTCHED \/\// PPOST OST / STEN UPa Fi NOTCHED /%\�� PSI. CONCREfE�\��\� m tu
POST W/12" DRY MIXCONCRETE /\\/� T 12'CONCRETE COice% X, FOOTING (SEE SIZE\\/\\/ / R' • r I++a
, r' \//�3000 PSF SOIL ' f" ' ON FLOOR PLAN // /�'• �•
3000 PST. DRY MIX CONCRETE j\\ ,, ;: \/\/ �, �, �, �,\\/\\/ , �, , �, �)\/\ \ , ''.�O •..�T7142,.�' DATE 4/3/21
FOOTING (SEE SIZE ON FLOOR PLAN) :'.: �/\ \//\//\//\//\//\//\//\/ //\//\//\//\//\//\//\/\ ., F. .�
\\ \\\\\\\\ r., 9pF � ` SITE:WOWAK
TYPICAL FRAME //\%\/\/\ \ \ \ \ \/\/ fSsto
� \ \ \ \ \ \ \ \ \/ \/\/\/\/ '•nnmurra�" SECTIONS
SECTION ��\i/\\i�\\i\\\i \�\\\i\\\i\\i/�\i\\ TYPICAL S C T I O NA M E
(ENDWALL VIEW) (SIDEWALL VIEW) A ` 3
SCALE: 1/4" = 1'0' SCALE: 1/4" = 1'0" / \
BUILDER 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 69 o
SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. 0 d M
FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY z
SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS A4.9 STRUCTURAL DESIGN PARAMETERS J
NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL BUILDING USE= STORAGE X
LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. USE GROUP=U coo
RISK CATEGORY I -�
X
o
A4.2 FOOTINGS o
EXPOSURE CATEGORY= C d
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT HEIGHT & AREA LIMITATIONS=5B UNPROTECTED Z N
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 0
W
FOLLOWED. DRY MIX CONCRETE WILL BE USED UNLESS OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=3200
BUILDING VOLUME (CU FT)=55,700 DESIGN
A4.3 FRAMING STRUCTURE IS DESIGNED FOR ASCE 7-10 ULTIMATE WIND SPEED, VULT=130 MPH w
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. v
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN (3 SECOND GUST) AND NOMINAL DESIGN WIND SPEED VASD=103 MPH. .o
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 > E
FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND @48" BELOW GRADE UNLESS NOTED OTHERWISE. Q p
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. Q a
USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND A4.10 APPLICABLE BUILDING C 0 D E S - o
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. J C'C
A4.4 ROOF TRUSSES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: - Q)
2020 BUILDING CODE OF NEW YORK STATE AND ASCE 7-10 In 0-
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, QO • o
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. A4.11 DESIGN REFERENCES: a) 0 -
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS E
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION E
ui
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF AMERICAN WOOD COUNCIL 2018 NDS & WFCM 2018 FOR WOOD CONSTRUCTION OWNER
SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS)
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN NATIONAL STANDARDS (ANSI 117-2010)
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN BUILDING CODE CONGRESS (SSTD10) 00
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS
ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER GEORGIA PACIFIC ENGINEERED LUMBER (EDITION 10) ® r
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND w
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN A4.12 WARRANTY NOTES
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR ® Z Z
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Q
EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND W
REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. Lt's
FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: o40
TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY 0 Q
SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, N J
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:
MINIMUM # OF 12D NAILS IN 12" STRUCTURAL TIMBER IS 1 PER 2" BOARD WIDTH. ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC ALL INFORMATION SHOWN
s» STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS ON THIS DRAWING IS THE
TRUSS CARRIER CONNECTION TO POST: 16 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 ABOVEOR FROM ANY OTHER MODIFICATIONS THIS DRAWING MAY NOT
,
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35° BE REPRODUCED W1THOUT
NOT APPROVED BY A CERTIFIED ENGINEER. PERMISSION BUILDER AND
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OWNER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
WITH #9 WOODGRIP, 4' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAM BY: ALS
MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED REVIEW
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED ���NuO •njEyf,��i�i REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 .�` yp���.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT Gj�.•y •• '1y%9�'
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; ?fc-: 9m;� DATE: 4/3/21
BOTTOM EDGE OF STANDARD ROOFING MATERIALS. =m :V ;y= SITE WOWAK
DETAILS
••. 77142 .
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