HomeMy WebLinkAbout026-839-07-5213-LUP-2023-397 SUBMIT COMPLETED APPLICATION AND
FEE TO: ;I IT
Sawyer County � � T , C �
2oning&Conservation Depart. — "-"'-' - �
DaM Stamp�Received� ^���
10610 Main St Suite 49 AUG � 4 2D23 '` ,�Q 1� (1 a���'� �
Hayward.W154843 �-���A.
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SAVWER C�JL:`•<-;-:f .�`
INSTRUCTIONS: NO ermits w�ll be Issued until all fees are aid. �ONING AC�iVlif�li��l��l-��l�tC�iV � ,�. �D��
P � P F:C.�.. ,� ��.__._,_,. _.,. . ..�_..p_ ►�1
Checks are made paya6le to:Sawyer County Zoning Department.
DO NOT START CONSTRUCTION UNTIL ALl PERMITS HAVE BEEN ISSUED TO APPUCANT. Ofigi�dl AppliCOtiOfl MUST b2 StJbTittEd FILL OUT IN INK (NO PENCIL)
Submittal of this application or receipt of fees does_not mnstitute permit issuance. � �
Ownehs)Name: Contrector(sJ Name
Karen Mortenson Midwest Steel Car orts
Mailing Address: Mailing Address:
14348 W Thorou hfare Ln Stone Lake WI 54876
Phone: 715-699-5189 Phone: g77-325-5210
I
ema�c kmortenson63 mail.com ema�i: processing@midweststeelcarports.com
sKe address: 14348 W Thorou hfare Ln Stone Lake WI 54876 Or Date applied for.
Legaq PIN� ���'- � �rJl'- U�- S'�,� Town of: J.���� �M K-�
iPermit dervery Methad x Call Owner �Mail Owner �Call Contractor �Mail Contrector
Is Property/Land within 300 feet of River,Stream ���d. Distance Strutture is from Shoreline: Is your Property
Intermittent) � Are wetlar ds
f¢et in Floodplain
Creek or Landward side of Floodplain? if yes---continue Present:
�Shoreland zone?
Yes
�Is Property/Land within 1000 feet of Lake,Pond or Flowage Distance Structure is from Shoretine: �YeS v
Ifyes--continuc --� feet NO /'NO
� �3�.; �
k' Non-Shoreland
Describe Project
value at Time of Total#of
Projett type Foundation What Type&Capacity is the
Completion �House,garege,shed,deck, Number (gasement, �drooms �Wer/Sanitary System{s)
'�ndude dona�ed of Stories Post
time&matenal Addition,etc...) Crawlspace,
Ust separatefy Slab) construction
S
Dwe111ng
S `����
Accessory Bldg Metal carport 1 Dirt/Gravel
s
Addition/AI[era[ion
Height:
Total Square Lowest
Proposed Use � Proposed Structure Dimensions Footage Grade to
(multiply per Highest
story) Veak
Residence ( x �
Ft.
with 2^d story or loft ( X �
Ft.
with Basement ( X �
Ft.
Attached Garage ( x �
I� Residential Use Ft.
Atcessory Structure(exPiai�� � x )
O Agrieultura) (detachedganges,sheds,boa[houses,etc) Ft,
Use Temporary Guest Quarters or Bunkhouse(arde cype� ( x �
Ft.
❑ Commercial/ Deck/Porch/Patio � x �
Industrial Use , X ,
Ft.
(z^d)oeck/Porch/Patio
❑ Municipal Use Ft.
OtF1Ef(explain) ( 12' x 20' � 240'
Storage Ft. �
xl Other ( x �
Prineipal Strueture(agr�culc�rai,Commercial,Municipal,Etc.)
Ft.
Addition/Alteration(expiain) ( x �
Ft.
Total habitable square feet: Total Non-habita6le square feet: 240'
(decks,patios,garages,sheds,storage area&other structures)
Original Application MUST be submitted
Attach a Plan or Sketch your Property on 8.5"z 11"or 8,5"z l4"paper.'MusN Include loation and setbad oi proposed and erlstln6 rtructurcs,rwds,
driveway,vnit�ry components,well,lake,river,stream,and wetWnds.
Desaiptfon Setback Deuriptlon Setback
Meawrements Meaw�ements
Setback from the Centerline of Platted Road and/or \ _ ��i Feet Set6ackfrom the Wke(o�e���a�vn-�gn-w:ee.ma�x) ��, Feet'
Setback from[he Established Right-of-Way Feet Set6ack from the River,Stream,Creek Feet
Se.back from[he Blutf-�i.�i'��.bie Feet
Set6ack frOm the North Lot line '3 p� Feet
Setback from the 5outh l.ot Line ��,��, Feet Setback irom Wetland Feet
Setback fram the West Lot llne ;7� Feet Slope within area of constmction/dirturbance %Slope
Setback from the East Lot Line �-/p _ Feet Elevation of Floodplaln Feet
Se[back to Septic iank or Holding 7ank Feet Setback to Well Feet
Setbackto Drain Field Feet
Setback to Privy(Portable,Composting) Feet
- . �ia����a��e,v.-��e,�.•��..:�r� �.���,���. _,�i,.��e, -��o�,�.a.,v ����om.,�����.nPsema�k��snee��ras�reom�s�ee�s�,er�omo�e
- -,, ���i �.� �-� _ ���,��. „r��.,� ,. „�,� ,.,�s�,ue<<
.�o. , pl,icc��nentu _ � , o (�_�u �. P.f.a f�� e.�ut �� i rn(10�'ee ron _ _.bTrk 1 .r.� nefr�nw��r���ez���ackrrustoc
ir � ,! lromo�e� .I.,ir._� . . �. � v ,rveVeticor r.� e 1��L.c�y1�rL Fart�ntn,by�seotn,.rz,[� {�T.sfr.m��n.wn�nrner
ii. l...n`r� �..yo�etl :. �e ir.;r. ._ i.r✓.�.i .�I .>2C._� n a_1'.-.....ie er.Pe+'.se
CalcuWte ImpeMous surfates(Roofed,concrete,paved,and other wrfaces that water cannot penetrate.The Zoning OHice wn hel0 You determine If a
wrface is considered impervious) ,� i
-7 ��:� c,l-�w"'1 �
Calculate lot area:
Indicate lot size from CSM or NOVUS(circle one�: Acres;Multiply by 43,560=Lot area: Square Footage
';� Calalateimpenioussurfacearea:
�I'� Determine the total size,in square teet,of your projects listed above(indude eaves�: sq k.
Determine the total size,in spuare feet,of all eaisting roofed struchres(indude eavesl: sq h.
Determine the total size,in square feet,of all existing paved/bricked/hlocked surfaces: sq R i
iAdd these measuremenu m determinetotal impervious surfaces: zq k. I
i Calculace impervious bt pertentage
I
Total impervious surface:_ -Lot area: Sq ft.X 100=impervious surface %
�m�v�e+c�o���:�ea���=d�f m�ai..«ed:ux�
"'Notice a separate gading permit needs to be oh[ained if disturbed area Is within the Shoreland district as indi<ared on previous page and meets criteria helow"'
: Greding on a slope grearer than 20% Grading of more than 1,000 Sq.Ft.on 12%-20%slopes
Grading of more than 2,000 Sq.Ft.on Slopes less than 12% 6rading is in ezcess of 30,000 Sq.Ft.
.,�.. �a��q���tir� c;i.N�_�-r<rH��_i�. . nn� _��-i :.i ��r�•.:i, �.
I(we�deClare that this appllcatlon(induding any accompanying Informatlon)has been examineC by me(u5)and m the best of my�our)knowledge and bellef it is Lrue,rorreR and
complete.i(we)acknowledge that I(we)am(are�responsible forthe detail anC aCcuracy o(all info�mation I(we)am(are)providing and t�at it will�e relleE upon by Sawyer
County in determining whether to Issue a permit.I(we�turther accept liability which may be a result of Sawyer Co�nty relying on this Information I(we)am�are)providing In or
with Lhu applicalion.I(we)mnsen[[o county officials charged wiM administering county ordlnances to have a¢ess to[he above desc'ribed property at any reasonable time(orthe
purpose of inspettion.Additionally,the underslgned person(s)hereby give permission for access to the property for onzite inspection by Muni<ipal Officials.
Owner ��� Ow
stg�.e�re v���eed�ame KarenMortenson oaeeOR/1fi/�f1�3
� � _ r- ,��.,,. �,�� _�
rvonce .�� .. ...����_. .�-�,,�. . . �.,,.. , .�,.,--'-
, ... . ����:ory�. . .,,��r, ., ..:.,i�� . � ��_.---,� . ��.,_ ._....
........ __. � Y_ .,. ._.,. .
�reiocair s � mr. � _. i � �«-�,:�m.�r=.
vou are responsi6le for complying with the requlrements of the Savryer Counting Zoning Ordinancez and law and regulations of the State of Wisconsin.Vou are also responzible for
omplying with State and Federal laws mncerning mnstruc[ion near or on wetlands,lakes,and ztreams.Fa�ilure ro romply may resuft In removal or modiflcation of construction
C[hat violates the law or other penakles or ros[z.For more infarmatian,visi[the department of natural re wetlands identHicalion web page or mntact a departmen[of
natural resources service renter(608)26]531ZSes
155uan[0 IIIfOfmatlOn(CoUnty Use Only} Sanitary Number: k of bedrooms:
Permlt Denied(Date�: Reason for Denial:
Permit N: Issuing agen'� Date:
�.3- 39�l �.��,.��;.�� `� ,i�a3
IS ParCel a$u6-$tandafd Lot �'.Ve5 (DeeE of RerorO� K No Mitigalion fleQuired .Yei �/No
ISVarcelinCammonOwnership '�Yes �Fused/Cannguous�orysp .Na MitigationAttached ���'�Yes �tNa
Is Structure Non-Conforming �'Yes ��No
Granted by Variance(B.O.A) Granted by Condltional Use
�� Ves o Gsc M: �.Vez `�lo Gse q: {
Was Parcel Legally Creared �.(Yes Na Were Property�ines Represented by Owner Ves �.��No I
WasPropoSetlBuildingSiteDelinea[ed Yes No WasVroperty5urveyed �'Yes �INo
O�ceComments: ZoneDistrict: Fee:
`Z��\ �j��
Hold For Sani[ary: Hold ForTBn: Hold For AN-idavit: Hold For Fers:
�aa�zozo
Real EStdte Sawyer County Property Listing Propertystatus: Current
Today's Date: 9/11/2023 Created On: 2/6/2007 7:55:46 AM
.i
�' Description Updated: 11/1/2017 � Ownership Updated: 2/1/2008
___ __ __ _ _------- __ _ _ _ ___
Tax ID: 27397 MORTENSON TRUST STONE LAKE WI
PIN: 57-026-2-39-08-07-5 05-002-000130
Legacy PIN: 026839075213 Billing Address: Mailing Address:
Map ID: :2.13 GERALD W & KAREN G MORTENSON TRUST
Municipality: (026) TOWN OF SAND LAKE MORTENSON 14348W THOROUGHFARE LN
STR: S07 T39N R08W 14348W THOROUGHFARE LN STONE LAKE WI 54876
Description: PRT GOVT LOT 2 LOT 5 CSM 2/131 #301 STONE LAKE WI 54876
Recorded Acres: 2.130
Calculated Acres: 1.809 � Site Address * indicates Private Road
Lottery Claims: 1 14348W THOROUGHFARE LN * STONE LAKE 54876
First Dollar: Yes
Waterbody: Lac Courte Oreilles � Property Assessment Updated: 9/28/2017
_ _ _
Zoning: (RR1) Residential/Recreational One 2023 Assessment Detail
ESN: 448 Code Acres Land Imp.
G1-RESIDENTIAL 2.130 199,700 94,900
� Tax Districts Updated: 2/6/2007
-- -- .__ _. _
1 State of Wisconsin 2-Year Comparison 2022 2023 Change
57 Sawyer County Land: 199,700 199,700 0.0%
026 Town of Sand Lake Improved: 94,900 94,900 0.0%
572478 Hayward Community School District Total: 294,600 294,600 0.0%
001700 Technical College
�a� Recorded Documents Updated: 4/4/2008 � Property History
___ ___ _ _ _ _ _ .
___ _ _
AFFIDAVIT OF TRUSTEE N/A
Date Recorded: 2/11/2008 351755
CERTIFICATE OF TRUST
Date Recorded: 2/11/2008 351754
WARRANTY DEED
Date Recorded: 318423 398/186 SWD#318423
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MANUFACTURED BY:
MODWEST
�C�E�
" ��" ��� CARPORTS
- ,.
13479 S Mason Dr.
Grant, M149327
TeL• (877) 235-5210
IA�GULAR � A-�IV/ \M� ENGINEEREDBY:
12 �_�� � W1D� � � 1
�
CARI�ORT STYL� � U1LD1NG5 `'�.� E`GI���N�
('11�11.•S'I�RI�('PI!N:1I.
bu,ib liru�nn.aurr I'larr.-f�drdii,ull l;:GyJ
DE516N NOTES DE516N CRiTER1A DRAWING iNDEX '���' "°�"� '""`.'��. "<'�''�"°'��
������.na-ruqmcrrsruw
1. ALL GONSTRUCTION SHALL 6E PROVIDED fN ACCORDANCE WITH PREVAILING CODE: WCBC (IBC 2015) GOVER SHEET -- � DRAWING INFORMATION
IBG 2015,05HA, AISG 360, AI51100, ASGE 7-10, AWS D1.3 U5E GROUP: U �GARPORTS, BARNS) SGHEDULES & MEM6ER
CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. RISK CATEGORY: I PROJECT: �2�-0" WIDE BUILDINGS
SECTIONS ------ z �ocnnoN: STATE OF WISCON5IN
2. ALL MATERIALS fDENTIFIED BY MANUFAGTURER NAME MAY BE 1_ ROOF DEAD LOAD (D) D = 4 P5F FRAME 5EC710N5 & DETAILS ---- �
5UB5TITUTED W1TH MATERIAL EQUAL OR EXGEEDING ORIGINAL 2. F:OOF LIVE/SNOW LCAD (Lr) PRo�ecr No.: 227-22-2654
Lr = 20 - 61 P5F SPACING SCHEDULES sHeer nr�e:
3. ALL SHOP CON�'ECTIONS SHALL BE WELOED CONNECTIONS. (n5 PER SNOW LOAD
5EE TAf�LE 4) & ENGL05URE NOTES - � COVER �'JHEET
4. A�L STRUCTURAL FIELD CONNECT(ONS SHALL 6E �12-14 X 3/�' 3. SNOW LOAD (5) PURLIN & GIRT SCHEDULES --- �
5D5 (E5R 2196 OR EQ) WITHOUT WASHERS. GROUND SNGW LOAD Pg = 20 - 90 PSF SHEA1"HING OPTIOVS -- 6
IMPOP.7ANCE FACTOR Is = 0.8 SHEET NO.: � I ��
5. STEEL SHEATHING SHALL BE 29GA.CORRUGA7ED GALV. OR `HERMAL FACTOR Ct = 1.2 SIDE WALL FRAMINC DRAWN BY: AW DATE: B��gI22
PAINTED STEEL MAIN RI6 HT. 3/4" (FY=80K51) OR EQ. EXPOSURE FACT OR Ce = 1.0
GONNECTIONS SHALL BE#12-14 X �/4" SDS (E5R 2196 OR EQ) ROOF SLOPE FAC70R Cs = 1.0 & OPENINGS - ' CHECKED BY: OAA oare: 8/19/22
WITH NEOPRENE WASHERS. 4. WIND LOAD (W) END WALL FRAMING LEGAL INFORMATION
BA51C WINV SPEED V,��- = 105 180 MPH & OPENINGS ---- 8-A, 8 3 -aNv ovPucariov oF m!s oRa�ti�Nc iN vmo�e oR
6. ALL STRUGTURAL LIGHT GAUGE TUBING AND GHANNELS EXPOSURE G =a�r r,srwa�r FORaiooe,v rwroNe oowc,o wr.i
SHAI.L BE GRADE 50 STEEL (FY = 50 KSI, FU =65 K51). 5. SEISMI� LOAD (E) CORNER BRACING DETAILS ---- 3 BF P��secuTeo uNoeR me Fu1 Fxrenrr oF me irw.
DE51GN CATEGORY D oPnwivcs n�vnu�uP ro onTe oF�P Rnriov.
7. STRUCTURAL TUBE 2 Y'X 2 Y" 14GA. 15 EQUIVALENT TO T5 2 IMPOP.TANCE FAGTOR le = 1.00 OPTIONAL LEAN-TO AODITION - --- » SEAL:
%4'X 2 y4" 12GA AND EfTHER ONE MAY BE USED IN LIEU OF THE FOUNDAI ION OPTIONS --- 11-A TO 11-p ,,,►11111/����
OTHER. LOAD COMBINATlONS: �� ^, ��
1. D + (LrORS) ```���^\\SCO ��S���I��''
8. GYPSUM BOARD OR DRYWALL FINISH OR ANY BRITTLE BASE 2. D + (0.6W OR x0.'?E i V' �/
MATERIAL 15 N07 GONSIDERED OR AGGOUNTED FOR ON THE 3. D + O.i5 (0.6W OR �OJE) + 0.?5 (Lr 0� Sj � �
DESIGN GRITERIA. 4. 0.6D + (0.6W 0' ,0.7E1 ��` OMAR A. �` �
� ABU-YASEIN �
9. ALL DESIGN CRITERIA MUST BE INGREASED TO THE NEXT � E36945 =
HfGHER INCREMENT BASED ON THE TABLES ON PAGE 4. NO Digitally signed by Omar Abu-Yasein � � TOLEDO � �
INTERPOLATIONISALLOWED. OCT�ar AbU'YaSeII1 Date:�022.082514:57:34-04'00' � � OHIO � `
i �` �� �
CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION CERTIFICATION VALIDITY ��i �S G ��`
C� ♦
OWNER: Karell MOI�eC�SO�I GROUNDSNOW: FjO LbS WIDTH: � FRAMETVPE: A'FRAME NOTICE ''��,��NA L , ���`
�
ADDRESS: 12 ❑ REGULAR DATEOFPLANS ' ���IIII��, ,
ROOFLIVELOAD:4� LhS LENGTH: 2Q� O FULI
exPiRnrioN: 8'30-2023
14348 Thoroughfare Lane ENCLOSURE ppRTIAL CERTIFICATIONONTHESEDRAWINGSIS STAM7EXPIRY: OI�.3�I�ZO24
TYPE: �
Stone Lake W I 54876 BASIC WIND SPEED: � � �j M h HEIGHT: 6� ❑ OPEN VALID FOR ONE YEAR FROM DATE OF ISSUE DATE SIGNED: 8-3O�ZOZT.
MANUFACTURED BY:
TABLE 2.1:MEMBER PROPERTIES
. �N � �N D D
1 COLUMN P05T 2.5"X 2.5"X 14GA 7UBE 1 �0 D���
2 ROOF BEAM 2.5"X 2.5'X 14GA TUBE 1 �-� �'I ,,��,,'I ����
3 BASE RAIL 25"X 2.5"X 14GA TUBE 1 22� G
THICKNE55-14GA
4 PEAK BRAGE 2.5"X 2.5"14GA CHANNEL 4 - THIGKNESS=12GA C A R P O R T S
5 KriEE BRncES z.5�x t.5��i4Gn CHANNE� 4 2.5"14GA TUBE 2 25"X 2.25"12GA TUBE
2.5"X
6 CONNECTOR SLEEVE 225"X 225"X 12GA TUBE 2 sc�i`:nR5 � scA:e:vrs 2 13479 S Mason Dr.
7 BASE ANGLE 2"X 2"X 3"LG.3/16"ANGLE 10 Grant,MI 49327
8 PURLIN 425"X 1.5"X 14GA/18GA HAT CHANNEL 5 TeL• (877)235-5210
9 GIRT 425"X 1.5"X 146A/18GA HAT GHANNEL 5 -� � �!�"� U
N
9A OPT.END WALL GIRT 2.5"X L5"14GA GHANNEL 1 � �� ENGINEERED BY:
10 SHEATHING 29 GA GORRUGATED SHEET 8 'I 21�'I Gz '�'
11 END WALL POST 2.5"X 2.5"X 14GA TUBE i TMGK�E55-14GA THICKhE55=14GA �
i2 DOOR P05T 2.5^x 2.5"x iaGn ruBE i 2"X 2"146A TUBE 2.5"X 1.5"14GA GHANNEL O
scA F:Nrs 3 sr,r,i_e,r�rs 4 A��1 ENGINEERING
13 SINGLE HEADER 2.5"X 2.5"X 14GA TUBE 1 c n n.•srrsucrue,�i.
14 DOUBLE HEADER DBL 2.5"X 2.5'X 14GA TU6E 1 ����+�r H,���:���s�:��,����'�;����."i'��i�����.�>���.��;�:�
SERVICE DOOR/WINDOW
�r��i_�u-sns-i�sa.r:��.u��.���s-u�ss
15 2.5"X 2.5'X 14GA TUBE 1 = ,","'""�°�'"'''"`""'
FRAMING 1.5of� L �. �
16 ANGLE BRAGKET 2"X 2"X 2"LG.14GA ANGLE 7
DRAWING INFORMATION
17 STRAIGHT BRACKET 2"X 2"X 4"LG.14GA PLATE 6 /� PROJECT: �2�O"W 1DE BUILDING�J
18 PB SUPPORT 2.5"X 2.5"X 14GA TUBE 1 J � �ocnT�oN: STATE OF WISCONSIN
19 DIAGONAL BRACE 2"X 2"X 14 GA TUBE 3
425" PRo�ecr r,o.: 227 22-2654
20 GABLE BKAGE 2"X 2"X 14 GA TUBE 3 THICKNE55=14GA/18CA SHEET TITLE:
21 DB BRACKET 225"X 225"X 6"LG.14GA ANGLE � 425"X l5'X 14GA/18GA SCHEDULES &
22 TRU55 SPACER 2.5'X 2.5"X 14GA TUBE � HAT CHANNEL O MEMBEIZ 5ECT10NS
#12 X 1"SELF-DRILL SCREWS(E5R 2196 OR
23 ALL FA57ENER5 EQ W/NEOPRENE/STEEL WASHER r�C^E Nrc SHEET NO.: 2 I ��
TABLE 2.2:SHEATHING FASTENER SCHEDULE � DRAWNBY: AW DATE:BI�.�I2Z
CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE o� _ N o CHECKED BV:OAA o,are:8/19/22
' 9"C/C MIN.1 4.'"GG 9"GG o � o ° LEGAL INFORMATION
FASTE�ER TYPE:#12X1"SELF-DR1LL SCREWS(E5R-2196 OR EQ)W/ � n��r�uPucariov oF rri s�rzaa��iN�iN v,mO�e oR
�EOPRENE/STEEL WASHER � � -,� � Pn2r�s srrz�cr�v Foe.B�o�Fv nr�voNe ooiN�,o vni
"5EE TYP.SHEATHING FASTENER SCHEDULE DIAGKAM ON PAGE 6. �'��o''`� ee PKosecure��r,�eR Tne Fu�exrenrr oF me�aw.
TI-��CKNErj�j=14G�i TH�CKNEsrj=14Gf� UP,/(V✓IVGS ARE VALIp UP TO DA��'E OF EXPiRATION,
TABLE 2.3:GAUGE THIGKNE55 -
STRAIGHT BRAGKET ANGLE BRAGKET SEAL:
0.095 G.049 0.083 0109 s�.q�F.a`S 6 `.cAie tir<. � ``````\S I�JIIIOI/A�s'''''
iy
��` � /v ��
� �
� �
9�, N � '� OMAR A. *�
�? � N N� � ABU-YASEIN �
� � E-36945 �
� � TOLEDO � �
�^ ^ ^ ^ ^ � �O OHIO � `
I % '�` �?`�
I, 6�- � �'"'� � �i�i SS/ ��c�``��
36" � 25 �I��,�N A L `,���
THICKNE55=29GA �'� THICKNE55=3/16" ��I11111��
rHicKhEss=�4Gn gASE ANGLE
29 GA CORRUGATED SHEATHING DB BRACKET ��� STAMPEXPIRV: 07�.��-�LO24
scm_�_:rdr; 8 9 sr,ci_r u�; --
;r,�u-�rs -
DATE SIGNED: 8-3O�ZOZZ
MANUFACTURED BY:
�'tf r Cl�f�DKF�I.t 12
12 M 0 DWEST
��A [2]ROOF BEAM 12 �6'< 3� � 6< 3� '
��--- � /
� l i �3 [2]R O O F B E A M I � i27 ROGF B�AM ����
I I 2 �
I J) 3 [5]KNEE BRACE ATTACH C A R P O R T S
[5]KNEE BRACE-5EE � W�(2)[23]FASTENERS E5. � � C
5 KNEE�RACE 1347)S Mason Dr.
TABLE 3.1 FOR LENGTH ATTAGH W/(2)[23]
[6J 6"LG.GONNEG70R SLEEVE FASTENERS E5. �i[1nt,Ml 49327
o FiE��eo�r wi�23�FnsrEhERs � TeL• (877)235-5210
`� [l)GOLUM�P05T � E.S. SEE TABLE 32 FOR h0.OF [6]8"LG.CONNECTOR SLEEVE __
,� FASTENERS REQR FIELD BOL7 W/[23�FASTEhERS ENGINEERED BV:
¢ /�1
� E5. 5EE TABLE 32 FOR N0.
[i�GOLUMN P05T OF FASTENERS REQD.
� [1J COLUMN POST �
[3J�ASE�AIL � �A.'A'FRA��1E �B.REGULAR FRAME ���ENG[VF.ERINC
('111I.•5�RCCPIINAI.
i i EAVE DETAIL r,�����,ii����:��,.:������i�i„��.�r��i��a��.uii�:;���,��
� i � n�i n��_s��s-i�ia�s.n�� �iri_x��z-u��.�.�
� �( SCALC:NT5 ��n���:i.i.��iG��i����nru�ii
L
12'0/0 DRAWING INFORMATION
�TYP.A FRAME SECTiON PROJECT: �2'0"WIDE BUILDfNGS
scP.ie:Nrs
[4]FEAK BRACE �ocnnoN: STATE OF WISCON5IN
[2]ROOF
1.8 [2;Roo�i�EAM 12 gEAM aRo�ecr No.: 227-22-2654 _
°j � �3 �� SHEET TITLE:
��
--- � _�� FiZAME 5ECT10N5 &
� � 2 �� DETAILS
� i �4�PEAr B�ncE ArTncH wi�2�
_�) v [2'J�FASTENERS E5.(T�TAL 4 EACH SHEET NO.: �J I ��
END).MAINTAIN MIN.1"EDGE
DISTANCE AND SPACING DRAWN BY: AW DATE:8I1JI22
__ _ ____ _.__ _
[5]KNEE�KACE 5EE PEAK BRAGE GONNECTION DEtA1L5�� CHECKED BY:OAA oare:8/19/22
TABLE 3.1 FOR LENGTH � LEGAL INFORMATION
Si ALE M 5
O -P.NY DUPLICATION OF Th1'�5 DRAWING IN Wt10LE OR
;V , PART IS STRICTLY FORBIDDEN.ANYONE DOING 50 w11
X [1]GOLUMN POST Fj]Fj"LG.CON�ECTOR BE PROSECUTED UNDER TF7E FU'1 EXTEPlT OF THE IAW.
� -DP,l�WINGS ARP VALI�UP TO DAT�OF FXP���RATIOV.
� SLEEVE.FIELD BOLT W/[23J —
FASTENERS 5EE TABLE 32 [iJ COLUMN sEA�:
FORNO.OFFASTENEKSREQD. P05T ��1������I/��
3 `��.`�S C O/�/S•,,
. .
[3]BASE RAIL � ` �� � /�/��i
—�, [3]f�ASE RAIL � �
� �`�i �. �* OMAR A. �'i
y"RE7 ABU-YASEIN
TrP �' E-36945
12'0/0 � � TOLEDO � �
BASE DETAIL � 1� oHio �' �
�TYP.REGULAR FRAME SEGTION 3 � p <u .
SCSLE��u75 sCA�t:rd15 � � �� �
TABLE 3.1:KNEE BRACE SGHEDULE TABLE 32 FASTENER SGHEDULE ��i�s' G ���
. . ''''��O 1 111���` ,``
�(uP ro a� a4�� �q io5 ro ia5 4
❑ 9'T012' 36" �130 TO 155 6 NOTE:GOLUMN P057 MAY BE ADJUSTED t1"FOR LEVELING.
MANUFAGTURER 15 NOT RE5PON5BLE FOR LEVELING OF 6ROUND STAMP EXPIRY: 07-.3�I-ZO24
�160 TO 180 8 AND/OR CONCR[TE SURFAC[PRCVIDED BY OTHERS.
DATE SIGNED: 8-30'ZO22
MANUFACTURED BV:
TABLE 4:FRAME 5PAGING CHART/SGHEDULE
GK�un� M 0 DW��----E�� ST
SNOW/
ROOF LNE WIND SPEED(MPH) WIND SPEED(MPH)
LOAD(P5F) ��05 ❑115 0130 ❑140 ❑155 ❑165 ❑180 0105 J�115 ❑130 ❑140 ❑155 ❑165 ❑180 llC�-I' ���
❑30/20 60 60 54/60 54 42 42 36 60 54/60 48/60 42/54 36/42 36/42 36 u U
❑40/27 48/60 48/60 42/60 42/54 42 42 36 48/60 48/60 42/60 42/54 36/42 36/42 36 C A R V O R T S
❑50/34 40/54 40/54 40/54 40/54 40/42 40/42 36 40/54 40/54 40/54 40/54 36/42 36/42 36
❑6oi41 36i48 36i48 36i48 36i48 36i42 36i42 36 36�48 36i48 36i48 36i48 36i42 36i42 36 13479 S Mason Dr.
O 70i47 32i42 32i42 32i42 32i42 32i42 32i42 32�36 32�42 32i42 32i42 32�42 32i42 32�42 32i36 Grant,Ml 49327
' • ❑g0 i 54 30i42 30�42 30i42 30�42 30�36 30�36 30i36 30i42 30i42 3oi42 30�42 30�36 30�36 30�36 TeL(877)235-5210
❑90/61 30/36 30/36 30/36 30/36 30/36 30 30 30/36 30/36 30/36 30/36 30 30 30
ENGINEERED BY: �
❑30/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36/48 36/48 36/42 ''�
� �9O/27 48/60 48/60 42/60 42/54 42/48 42/48 42 48/60 48/60 42/60 42/54 36/48 36/48 36/42
. ❑�0/34 40/54 40/54 40/54 40/54 40/48 40/48 40/42 40/54 40/54 40/54 40/54 36/48 36/48 36/42 �
• ❑60/41 36/48 36/48 36/48 36/48 36/48 36/48 36/42 36/48 36/48 36/48 36/48 36/48 36/48 36/42
❑70/47 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 �x�ENGINEF.IZING
��n�u.•sTeuc-rnrs,�i,
' ❑80 1 54 30/42 30/42 30/42 30/42 30/36 30/36 30/36 30/42 30/42 30/42 30/42 30/36 30/36 30/36 ����:����+����:��,x:�,��,�ri:����.�r��i���i��.�,u ia��s:+
�I���L II'.1-Y'IY-1��93�I�a�_ll!1-lvi-n!I.i.i
❑90/61 30/36 30/36 30/36 30/36 30/36 30/36 30/36 30/36 30/36 30/36 3C/36 30/36 30/36 30/36 ,,,,,,,,,,,,,,s����,,,,,,,,����
p30/20 60 60 54/60 54 48 42/48 42 60 54/60 48/60 42/54 36/48 36/48 36/42 DRAWING INFORMATION
❑40/27 48/60 48/60 42/60 42/54 42/48 42/48 42 48/60 48/60 42/60 42/54 36/48 36/48 36/42
O50/34 40/54 40/54 40/54 40/54 40/48 40/48 40/42 40/54 40/54 40/54 40/54 36/48 36/48 36/42 PROJECT: �2���W1�E BU���1NG5
�60/41 36/48 36/48 36/48 36/48 36/48 36/48 36/42 36/48 36/48 36/48 36/48 36/48 36/48 36/42 �ocnnoN: STATE�F W15CON5(N
❑70/47 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 32/42 3?/42 32/42 32/42 PRodecrNo.: 2 27-2 2-2654
O 80/54 30/42 30/42 30/42 30/42 30/36 30/36 30/36 30/42 30/42 30/42 30/42 30/36 30/36 30/36 SHEETTITLE:
❑90/61 30/36 30/36 30/36 3086 30/36 30/36 30/36 30/36 30/36 30/36 30/36 30/36 30/36 30/36 SpqC1NG SCHEDULES
NorEs: & ENCL05URE NOTES
t FRAME SPACINGS AkE I���UNITS OF 1NCHE5(IN).
2. WHcRE TWO VALUES ARF SHOWN,THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAI 9HEATHING sHeerNo.: 4 / 11
3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS YER SQUARE FOOT (PSF).WWD SPEED 15 3 SEC.GUST iN MILES PER HOUR(MFH).
4. FOR VALUES THAT LIE BE7WEEN TWO GELLS,THE HiGHER(MORE STRiNGENT)VALUE HAS 70 BE USED 1NTL-�r��.ATION�EIWEEN CE'�_L5 I5 NOT ALLC's1�C ortnwH ev: AW onre:8/19/22
CHECKEDBY:OAA DATE:�7I�9I22
ENCL05URE CLAS51F1CATlON:
LEGAL INFORMATION
t ENCL05E0 6U(LDING=ALL 4'NALLS FULLY ENCLOSED WITH DOORS/WINDOWS=U5E
-ANY DUPLICATION OF TI1i5 DRAN/ING IN NMOLE OR
ENCL05ED BUILDING SPACING CHART. �n�r is sr�aiv Fo�i��eN.nNvoNe ooiN�so wr.i
2. OPEN 3UILDING=ALL 4 WALLS FULLY OPEN=U5E OPEN BUILDING SPACING CHAR7. BEo�v✓iv�s n�v�u�u ro�n�oMezPRnnovW
.. 3FT PARTIALLY ENCLCSED=BCTH END-WALLS FULLY OPEN,WITH BOTH SIDE WAi_LS ONLY SEAL:
3FT ENCLOSED=U5E OPEN BUI'�D!NG 9PACING CHART. `,,1�������,,
4 ENCL05ED MORE THAD 3FOTHSTART/WITH OPEN��U LD'N6'SPAGING CIH�ARTAAND 7HEN ^ `���``�S G O'V 5���/�
�EcuCE sPAaN�aY 6°. TYP. ENCLOSED BUILDING TYP.OPEN BUiLDfNG �. S� � ���
sr:A���c r,Ts s�ai r_.-�, . .
5. 3 S�DED ENCLOSED=ALL WALLS ARE ENCL05ED�XCEYT FOR 1 END-WA!L=STAP.T WITH �* OMAR A. *�
ENCL05ED 6UILDING SPACIN6+7Hc OPEN END FRAME MU57 HAVE EITHER A GABLED END � ABU-YASEIN
OR HAVE DOUBLED WELDED LEGS. E-36945 �
f41 PFAK BRACF � � TOLEDO � �
E�. FOR ALL SHtAI HIN6 ENGLUSURES NOl LISfED A60VE,REFEF. I"U SFtEEI 5 FOR SPACING i � OHIO � �
AND DE516N REC�UI?EMENTS. ,, � O [v �
e 1"-12" � -c� �� `
1„ �„_12" � F C� ��
GENERAL NOTES: d
1. 7HE MAX.BUILDiNG�EN6TH FOP.ENCLOSED BUILD1NG5 15 50'-O".TH15 CAN BE 1NCREASED (2)S,TIT�H W05D D ''''''�O 1 111���`````
BY ADDING-A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING.
2. E?UlLJ1N65'NI`H PARTIALLI'ENC:O�ED ENU'Jv,�LLS NEED TO HAVE SIDE W,9LL 6�AG NG TO TYP.OPEN END WALL ON 3 STAMP EXPIRV: 07-.3�I�ZO�L4
SUPPORT T-iE PARTIALLY ENCLOSED=N�WALL(5EF FIGURE A ON SHE_T 5j. 51DE ENCL05ED (3UILDING —
SC��_6 N7 i DATE SIGNED: 8-30'ZOZ�L
MANUFACTURED BY:
TABLE 5.1: FURLIN 5PACING SCHEDULE TABLE 5.2:G1RT SPACING SCHEDULF
�������� . ,��� . . �. � � � M 0 DW//��--E�� ST
SNOW,
,
ROOF LNE 'NIND SPEED(MPH) WIND SPEED(MPH)
LOAD(PSF) ❑ ❑ ❑ ❑ ❑ O O ❑ ❑ ❑ ❑ ❑ � � 05'-0" 60 48 36 30 24 24 18 lC I' ���
105 115 130 140 155 165 180 105 115 130 140 155 165 180 l, 1'
�30/20 54 48 42 36 30 24 24 36 30 24 18 18 12 12 �4'-6" 60 60 48 42 36 30 24 U ll
❑40/27 42 42 42 36 30 24 24 30 30 24 18 18 12 12 O 4'-O" 60 60 54 54 42 36 30 C A R P O R T S
❑50/34 40 40 40 36 30 24 24 24 24 24 18 18 12 12 O 3'6" 60 60 54 54 48 42 42
❑ 60/41 36 36 36 36 30 24 24 18 18 18 18 18 12 12 ❑2'�O'70 3'-0" 60 60 54 54 48 42 42 �347�)S M�7SOri�T.
❑ �o i a� 32 s2 32 sz so 24 z4 ia �8 ia �a i8 iz i2 vorEs: Grant,Ml 49327
❑80 i 54 30 30 30 30 30 24 24 18 18 18 18 18 12 12 1. GIRT SPACING UNITS ARE IN INGHES. TeL (877)235-5210
❑ 90/61 24 24 24 24 24 24 24 12 12 12 12 12 12 12 2. THIS SGHEDULE IS TO 8E USEO FOR 60TH 14GA ENGINEERED BY:
❑30/20 54 48 42 42 36 30 30 48 36 30 24 18 18 12 AND 18 GA GIRTS.
❑40/2' 42 42 42 42 36 30 30 42 36 30 24 18 18 12 ��
❑50/34 40 40 40 40 36 30 30 30 30 30 24 18 18 12 3. FRAME SPAGWG NEFDS TO BC� D�TFRMINED FROM
❑ 60/41 36 36 36 36 36 30 30 30 30 30 24 18 18 12 TABLE 4.
� A�A ENGINEERIN(;
� ❑ ?C/47 32 32 32 32 32 30 30 24 24 24 24 18 18 12 ��i��i�.•.s-rHi��-i'��µ��.
❑80/54 32 32 32 32 32 30 30 18 18 18 18 18 18 12 ����:i���it���:���,�������ri:����,�r��i���i��,ou�seza
�I��I.tl'l.t'.11.1�1�4:i�I':i�.ll'.1.3`)l.il�/.i.i
❑ 90/61 30 30 30 30 30 30 30 18 18 18 18 18 18 12 �����,��:�:������;��������,.������
❑30/20 54 48 42 42 36 36 30 54 48 36 30 24 24 18
DRAWING INFORMATION
O 40/27 42 42 42 42 36 36 30 42 42 36 30 24 24 18 OPE�OF,PAKTIAL
❑50/34 40 40 40 40 36 36 30 40 40 36 30 24 24 18 (1) EIvGL05ED SIDE WALLS PRo�ecr: 12�-0"WI�E BUlL�1NG5
❑ 60/41 36 36 36 36 36 36 30 36 36 36 30 24 24 18 EhD WALL DIAGO�AL BRACING �ocnr�or,: STATE OF W15CON51N
❑ "0/47 32 32 32 32 32 32 30 30 30 30 30 24 24 18 F��- `�'� ''� � �,'��D E�D WALL
aRo�ecr No.: 227-22-2654
❑80/54 32 32 32 32 32 32 30 24 24 24 ?4 24 24 18 sHeer rir�e:
O 90/61 30 30 30 30 30 30 30 24 24 24 24 24 24 18 PURLiN & G1RT
❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 30 30 51'ACING SGHEDULES
�40/27 42 42 42 42 36 36 30 42 42 42 42 36 30 30
❑50/34 40 40 40 40 36 36 30 40 40 40 40 36 30 30 �SE.� SHEET NO.: FJ I ��
❑ 60/41 36 36 36 36 36 36 30 36 36 36 36 36 30 30 PARTIAL ��DE WALLS oRnwH sv: A�N onre:8/19/22
❑ 70/47 32 32 32 32 32 32 30 32 32 32 32 32 30 30 END WALLS DIAGONAL BRAGING CHECKED BY:OAA DATE:8I�9�22
❑80/54 32 32 32 32 32 32 30 32 32 32 32 32 30 30 FIGi�F[F_ � ti" �'A�'1'AL END WALL
'!��? LEGAL INFORMATION
❑ 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 r:�_
r.���-:,�. -ANY DUPLICATION OF TF1'8 DRAWING IN'J✓t10LE OR
❑30/20 54 48 42 42 36 36 30 54 48 42 42 36 36 30 �e��; y ry- rn�r i��sr�cr�v FORsio�ev nNroNe ooiNc so wr.i
�� ':+� BE PF,OSECUTED UNDER THE FU'�1 F�CfEM OF TF/E lAW'.
❑40/27 42 42 42 42 36 36 30 42 42 42 42 36 36 30 '=3 �,����`"••y•'' �Pnwivcs n�vnuo uP ro�n-=oF�P,Rnnov.
❑50/34 40 40 40 40 36 36 30 40 40 40 40 36 36 30 ' ,��''- —
� 60/41 36 36 36 36 36 36 30 36 36 36 36 36 36 30 (1) ENCLOSED 1 .�'y ., '' SEAL:
❑ 70/47 32 32 32 32 32 32 30 32 32 32 32 32 32 30 SIDE WALL � �'� ````����G�O�^�I,/��'I'
O 80/54 32 32 32 32 32 32 30 32 32 32 32 32 32 30 ♦ \s ,V S ♦
O 90/61 30 30 30 30 30 30 30 30 30 30 30 30 30 30 PAR7IAL DIAGONAL BRACING ��� �ii_�i
END WALL FIGURE C `�� F�`-��'AL E�D WALL �� �� ��
N07E5: =* OMAR A. *�
1_ PUR'.IN SPAGIN6 UMTS ARE 1N INCHES. � ABU-YASEIN
2. FRAME SPACING NEEDS 70 BE DETERMINED FROM TABi E 4. E-36945
� � TOLEDO � �
�
IRR�6ULAR BUILDING NOTES: PARTIAL _ �� OHIO �:
1. FIGURES A,B,C&D ON THE RIGHT 1NDICATE EXAMPLES OF iRREGULAR BUILDINGS. �� � ����
END WALL F'AkTIALLY ���S G ��
FOR IRREGULAR BUILDINGS,F�AME SPACING MUST BE REDUGED BY 12"FROM OPEN BUILDING SPACING TABL[.5E� EhCLOSED ��I�`S�O N A L � ���`
SHEET 4 FOR OPEN BUIL�ING 7ABLE. 51DE WALLS ����/„'111,`���
FIGURE D DIAGONAL BRACING
3. 51TE SP[CIF C5 MAY ALLOW=0K ALTGKNATN'_S�ACING. AT PAK7IAL END WALL STAMP E%PIRY: 07-.3�-ZO24
DATE SIGNED: 8-30'ZO22
`SF GENERAL SHEATHING NOTES: M""uFncruReo ev:
[8]PURLINS P FT
���i,y el�c 1. REGULAR STYLE BUILDINGS CAN ������
S�c��'P SHEATHING ONRROOFTAND WALLS.
2. A�RAME 57YLE BUILDINGS GAN ����
HAVE ANY COMBINATION OF �J ��
HORizoNrn�oR vERncn� C A R V O R T S
2 SHEATHING ON ROOFS AND`NAL�_9.
6 3. BO7H HORIZONTAL AND VEP,TICALS 13479 S Mason Dr.
ROOF SHEATHING GAN HAVE MAX. Gr2pt,jy]j 4932"J
6"OVERHANG. TC]: (g77�?3$-$21�
4. USWG VERTICAL 5HEA7HING MAY
ALLOW FOR GREATER FRAME ENGINEERED BY:
� � z SPACING.SEE NOTE 2 UVDEk ''�
6 � � Q o Q TABLE 4.
w ry«� 5. VEP.TIGAL SHEATHiNG �
3 � "'� REGOMMENDE�FCR 3UILDINGS 30' ,�n,.�E\GINEERING
� ORLON6ER
❑TY1'. HORIZONTAL SHEATHING 6 [9]G�RTS ,;,,;,r k�,`„',"',�,.�i���i��,,�i,����„�;��
scn�t N1s �TYP.VERTICAL SHEATHING r��i �i�.1��1-i��s_�.r:,, un-z��z.o��;;
,,,, ��s���
scni.�:r�rs ,,.,.,, ��.�„���
� DRAWING INFORMATION
E��E�AP • � `'` PROJECT: �2'0"WIDE BUlLD1NG5
3�
�'�-/- �' �ocnrioN: STATE OF W15CON5iN
Rj;
�'-�� PRo�ecr r,o.: 227 22-2654
SIDE LAP 9 e �,P� SHEET TITLE:
ti���,.r�,;��3� �� QP���' SHEATHING 0}'Ti0N5
� �•' sEE rnB�F z.z Fo� & DETAILS
� ��< ELSEWHERE FASTENER SCHEDULE sHeerNo.: 6 / 11
[70�SHEATHING
��� CORNER [�O]SHEATHI�G [ll]E�D A7TAGH PURLINS TO DRAWN BV: AW DATE:B��gI2Z
9� SEE TABLE 2.2 FOR WALL PO51 ROOF BEAMS W/(2) CHECKED BV:OAA onrE:8/19/22
FASTENER SCHEDULE [23]FASTENERS
[8]PURLINS LEGAL INFORMATION
IYF. SHEATHING FASTENER SGHEDULE TYP. HORIZONTAL SHEATHING DETAIL � ROOF VERTiGAL SHEATHING DETAIL ,� A��Y�uPucArioNOFm,s�a�ti�NciNv�mo�eoR
"ART I i STRICTLY FORBIDDEN.ANYONE DOING.`>O WILI_
':'.A.F.�TS `'C�`�F:���`' SChLE Ni5 BE PROSEGUTED UNDERTHE FULL EXTEM OF Tf1E IPW.
-GP,�V✓INGS AKE VAl1D UP TO DAT�OF EXP'�.RATiON.
SEAL:
� ATTACH GIRTS TO P05T5 �����11����/���'�/�
(16]ANGLE CLIP.SEGURE TO W/(2)[23]FASTENERS `����Cj C �'ys��/�
DOOR FOST AND BASE RAiL `��� �/��i�
W/(4)[23]FASTE�'ER5 ES. � �
[10]SHEATHING � i
�� ��( OMAR A. *�
� . � ABU-YASEIN =
finl SHFATHIfvG—�- • � E-36945
� � � TOLEDO � �
,� i O OHIO �`
SEE TABLE 2.2 FOR SFE TABLE 2.2 FOR � .c� G�`�
ASTENER SCHEDULE FASTENER SGHEDULE �i F � �
[9A]END-WALL GIRTS '���I S��N A L � ���``
[9]G1RT5 '���//11111���,,
�WALL VERTICAL SHEATHING-TUBE DETAIL ❑WALL VERTIGAL SHEATHiN6-HAT CHANNEL DETAI
����-�..;�5 3 scA_, , _, .- srnmaexaiRv: 07-31-2024
DATE SIGNED: 8-3O-ZO22
MANUFACTURED BY:
�,2,000R PoST M 0 DWEST
5 i [6J 6�,��.coNNEcroR ��5�wih�ow FRAMih�
MAX.2 GUT FRAMES 7 /
/ SLEEVE.FIELD BOLT W/ ����
�� � [23]FAS7ENER5 SEE
�\ � TABLE 32 FOR N0.OF ��6�ANGLE CLIP.SECURE C A R P O R T S
�i
FASTENERS REQR 70 COLUMN POST AND
���\ [5]BASE RAIL HEADER wi(4) [23] 13479 S Mason Dr.
� � , Y REr. FASTENERS E.S. Grant,ML 49327
��� TYP.
3 � i� DOOR P05T BOT.CONN. DETAIL�� TYP.WINDOW FRAMING 2 TeL•(877)2�5-5210
� ���n e_rar� GONN. DETAIL _
/ � � SC��_E�HT� ENGINEERED BY:
�� / -°o r" [6]6"�G.CONNEGTOR '�'
� /
SLEEVE.FIELD BOLT W/ �
\V/ � [1]COLUMN P05T [23]FASTENERS-5FF
� � ABOVE HEADE� TABLE 32 FOR�0.OF A�A E\GI�IL�.RING
� � ,�.0 FASTENERS RFC2D. �n u vra��i�,a,�i.
\ f�n,2M1 H � I I:i� I�I�I��.111I 1'i(�l:s
/ � �'RET_ �frL ll.l L 11-I.Iti'S.h��-11')-39Y-�i.i.��
/ T�'f'. ��� rv�.��.nnriiyiii�i�.���ii�
� [14]DGUEjLc HcADrR DRAWING INFORMATION
CLEAR BAY EACH 51DE OF
OVERIIEAD DOOR OPENING&AT ;" •,"',�" PRo�ECT: 12�-0�WIDE�UILDINGS
BUILDING CORNERS
❑51DE WALL OVERHEAD DOOR OPENINGS z� 1°-t2" �ocnr�or,: STATE OF W15CONSIN
> ���- �.^> COWMN P05T ABOVE DOOR 3 aeo�ecrNo.: 227 22-2654
-1EADER CONN. DETAIL SHEETTITLE:
-,�=P.<<:tiT, S1DE WALL FRAMING
4 �,�cowMhPosr & OPENINGS
? [15]ANGLE CLIP.SECURE TO SHEET NO.: �I I ��
� GOLUMN P05T AND HEADER
W/(4�[2�J]FASTENE(ZS E5. DRAWN BY: /�W DATE:8��.�I22_
CHECKED BY:QAA onre:8/19/22
[15]AhGLF CLIP.SEGURE LEGAL INFORMATION
TO GOLUMN POST AND [14)DOUBLE HEADER
N -ANY DUPLICATIO�OF TT115 DRAWIPJG IN N?10LE OR
!� SERVICE DOOR/WINDOW ,,, PnRr is srwa�r Fo2ai�oeN.nNvoNe ooiNc:�wr_�
o[ 3 '^'z�� BE PROSECUTED UNDER THE FULL EXTEM OF Tt1E LnW'.
j FRAMI�G W/�4� [23] DP.AVANGS ARF VALI�L'P TO D�T`OF FxP��R.l�TIOV.
SERVICE DOOR(S) FASTENEKS E5. � 1"-12" + y,1E7
TO 6E LOGATED � r�� SEAL:
PER GU570MER n ��������������/�
REQUIREMENTS [15J SERVIGE OOOR/ [12)DOOR P05T [6�6"LG.CONNEC70R ``�� s C Q N �j j
2 WINDOW FRAMING SLEEVE.FIELD BOLT W/ ♦`�� S�^-�j
OPENING SIZED [i]COLUMN P05T [23]FASTENERS 5EF ��� `� "l� ��
7 TO FIT WINDOW 7ABLE 32 FOR N0.OF � �
OMAR A.
TYP. SERVICE DOOR /WiNDOW 4 FASTENERS REQD. • ABU-YASEIN �
�SIDE WALL SERVICE DOOR/ WINDOW OPENIN65 FRAM(NG CONN. DETA(L � E-36945 �
S�AL::NTS SCALE MS � � � �
51DE WALL FRAMiNG NOTES: COLLMN P05T ABOVE DOOR � � TOLEDO � �
� oHio �
I. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A FRAME STYLE BUILDfNGS. HEADER CONN. DETAIL 5 �O \�`
scA�e�.-s �i F C� ��
2. MAX.HEIGHl OF SfDE WALL OVERHEAD DOOR OPENING6 IS 2 FT LESS THAN THE EAVE HE(GHT. i� SS, � ��
4. MIN.RFC EAR B�AY MUST 6E MAINTA NED BETWEEN ANY 2 OVERHEAD DOOR OP N1NG5.A CLEAR BA r"15 A SPAGE '',���O���1��````
BETWEEN TWO FRAMES THAT HA5 NO OVERHEAD DOOR OPENINGS.
5. MIN.1 C_EAR BAY M'J5T AL50 BE MAI�7AlNED FROM THE E�UILDING CORNERS. srnMP exairtv: O7-$1-2024
6. SERViC�DOORS AND WINDOwS CAN BE PLA�E�IN rLFAR BAYS OR ANY`NHERE ELS=AS R'EEDED. onre sicNeo: $-$0-2022
MANUFACTUREDBY:
SEE TABLE 8 A.1 FOR MAX. 5 8
ii
END WAL�POST SPAGING /��' 8-B g g �0 D���
7 5EE TABLE 8 A.1 FOR MAX.
END WALL POST SPACING ����
4 8 B �,
8-B / 4 ,
� CARPORTS
5 MIN.12" 8� I�
8 B CORNER II IIi
oFFSEr III ��� 13479 S Mason Dr.
' � 2 III � Grant,MI 49327
TeL•(877)235-5210
MIN.12" 8"8 II I
CORNEK I � III ENGINEERED BY:
OFFSET �
1 � �� ��
� :0
8 B �2
0 �2
� P��`� ��� �1�AL\GINEERING
� CI1'II.•STHIiC'fUNAI.
l l,ll;�(i R���i:iis�:i�irr 1'lac��.'fulyd��.()II I;i1i1;1
����`� �END WALL GABLES �n�i.ii�i.z�z.i�,H:�.r:�,.u�,.znz-��».�s
:a�t� ��rr=� ,,,,,,.�,�� . ��,�„���
❑END WALL OVER HEAD DOOR OPENINGS DRAWING INFORMATION
sr A._:����
PRo�ecr: 12'�0"W1DE BUILDINGS
�r� � �ocnTioN: STATE OF WISCON5IN
SEE TABSE 8-A.1 FOR MAX. 5EE TABLE 8 A.1 FOR MAX.
END WAL�P05T SPAC�NG ��I !
�o PRo�ECT No.: 227 22 2654
END WALL POST SPACih'G SHEETTITLE:
i� � F��j
� � 8 g Ij END WALL FiZAMiNG
�
Q '
6 � III � g SHEETNO.: �J-A � ��
8 B OFENhGS SIZED
TO F1T WINDOW \\ �� DRAWN BY: AW DATE:�JI�.9I22
I I CHECKED BY:OAA DATE:FJi/�9�22
1 E
II 5EE�'OTF 4 LEGAL INFORMATION
i II -ANY DUPLICATION OF TIiiS DRAN'ING IN NR10LE OR
� 3�' � � PART IS STPJCTLY FORBIDDEN.ANVONE DOING SO WI'�.1.
''� I \ BE PROSECUTED JNDER THE FU1 EMEPfT OF THE LAW.
Q � -DRAWINGS AP,E VALID UP TO D.4TE OF IXP'P.l�TION.
�Z�
SEAL:
``,�������������
sERvicE DooR�s�ro�E ❑f ARTIAL END WALL FRAMiNG ���`��`\�"�C �NS���i�
LOCATED PER CUSTOMER S�A'�`'h"5 `�� v /�/ ��
REC1uiREMENTS TABLE 8-A.1:END WALL P05T � %
❑END WALL 5ERVICE DOOR AND WINDOW OPENINGS SPACING SCHEDULE = * ABUry-'YASEIN * =
� E-36945
�x.�qi�.:n��, � � TOLEDO � �
END WALL FRAMING NOTES: �� oHio �`
o io5 5 5 5 � ,� � �
?. DESIGNS AND DETAlLS SHUWN HERE ARE APYLICABL[TO 60TH REGULAR AND A-F�AME 5�Y�E BUILDI�65. �i F � �
�Q 115 5' 5' 4.5' �� SS, �G`��
L AND ROM CORN RSMUST BE MAINTAINED BETWEEN ANY 7W0 OPENINGS(OVERHEAD DOOR OR SERVIGE DOCR) O 130 4.5 4.5 4' ��j����;11 1`;,����
3. SERVICE DOORS AND WINCO'JJS CAN BE PLACED A5 NEEDED.
❑ 140 4.5' 4.5' 3'
4 DIAC-ONAL BRACES tJEE9 70 BE ADDED-0R PARTIAL_ND�NALL ENCL05URE5.SEE 5HE_T 9 FOR DIAGOVAL � �55 4' 4' 25
STAMP EXPIRY: 07-.3'I-ZO24
BRA�E CONNECTION DE7AIL5. ❑165-1Y�0 3.5' 3' 2' — —
DATE SIGNED: 8-3O�ZOZ�L
MANUFACTURED BY:
[12]DOOR P05T [11J END WALL P05T [14]DOUBLE HEADER ��D���
[17]STRAIGHT BRAGKE7. [i1J EKD WALL POST POST ABOVE HEADER
[16J ANGLE BRACKET. SEGURE TO DOOR P05T ABOVE HEADER 15 ANGLE CLIP. ����
AND BASE RAIL W/(4) C �
SEGURE TO DOOR POST [23)FASTENERS [15]ANGLE GLIP. SEGURE TO DOOR P05T
AND BASE RAIL W/(4) (RAT GLIP INSTALLED SECURE TO DOOR POST AND BASE RAIL W/(4) C A R D O R t S
[23]FASTENERS � FROM IN51DE) AND BASE RAIL W/(4) [ � STENERS E.S.
23 FA �
[3]BASE RAIL [23J FASTENERS ES g 1"-12" 13479 S Mason Dr.
DDOR 1'05T 6A5E RAIL GONN. DETA�L ��3)S�NG�E HEn�ER
�' � '2 Grant,M149327
scn�_�Nrs � TeL• (877)235-5210
END WALL P057 ABOVE
� HEADER GONN. DETAIL 5 END WALL P05T ABOVE DOUBLE�� ENGINEERED BY:
sc,q�-:Nrs HEADER CONN. DETAIL J '�'
[3]SIDE WALL 6ASE KAIL ��A_t r�i� �
�i�co�uMN posT ��i�Eh��wA��Posr
6 6�,�� �i5�nN��E cup.sEcuRE ro �n�EN�wA��po5r —��
� � EnD WALL POST A�D DOOR i A�,�E\GINF.E:RING
CO�NECTOR SLEEVE [15�ANGLE GLIP.SECURE TO ���n�u.•s'rencnia,��.
WINDOW FRAMING W/(4) •
[23]FASTENERS E5. DOOR P05T AND BASE RAIL �.i,i? i z z��'!i.i!.� i � z� �_�_Y
' wi�4��24�FAsrENERs E.s. � ,�,�,�„��.,��,t��„���„�,,,�„
[16]ANGLE BRACKET.SECURE
TO DOOR P057 AhD BASE RAIL [15]SERVICE DOOR/ (14]OOUBLE HEADER DRAWING INFORMATION
wi�4� �zs�FAsrENERS
[3�END WALL BASE RAIL WINDOW FRAMIhG
- �,.,2�� PRo�ecr: 12'0"WIDE 6U1LD1NG5
CORNER DETAIL TYP. SERViCE DOOR / WINDOW�� �,„ ;��_1z�
s�_,��,�_�-s
' FRAMING CONN. DETAIL �ocanoN: STATE OF W15CON51N
E>:;iLF.V�pi PROJECT NO.: 227-22-2C�J�F
DOUBLE HEADER- END WALL P05T�� -
i,� SHEETTITLE:
CovN. DEtA�� END WALL FRAMING
����F:�,s
��i�Eh��wAu�osr �n�Eh��wn��PosT DETAlLS
��5�nN��E c�i�.sEcuRE ro
DOOR POST A�D BASE RAIL SHEET NO.: 8$ I 1�
[16]ANGLE BRACKET.SECURE W/(4)(23]FASTENERS E.S.
TO DOOR P05T AND 6A5E RAIL DRAWN BY: AW onre:8/19/22
W/�4� [2'J]F/�STE�ERrj ES. CHECKED BY:�A/� DATE:E�JI�9I2.c�.
(3J BASE RAIL LEGAL INFORMATION
(13J 51NGLE HEADER nNr�uPUCariov oF rrns�Rawird�iN wno�e oR
PART IS STRICTLY FORBIDDEN.ANYONE fNJING�O WILL
END WALL POST- BASE 3 HEADEK END WALL P05T GONN. DETAIL�� aFP�osecuTe�uNoeRmeFu,��renrroFmeww.
RAIL CONN. DETAIL . DPJ+WI��GS AP,E VALID UP TO D�TE OF FXPIRATIOV.
E;i:AsD.�"."5
SGVL`-:�"JiS SEAL:
.�`����5�1�,NSi��.
�i5�,sn��F cu�.sEcuRE ro i
HEADEK AND COLUMN POST `� � /� ��
wi�4� �z3�FnsTENERs E.a. : :
OMAR A.
[2�ROOF BEAM �� ��
ABU-YASEIN
E-36945
[17)STRAIGHT BRACKET.SEGURE [13)SINGLE HEADER � � TOLEDO � �
[16J ANGLE BRACKET.SEGURE �� OHIO �`
TO DOOR P05T AND BASE RAIL TO DOOR POST AND BASE RAIL � � �
W/(4) [23]FASTENERS yy/�4) [23�FASTENERS E5. �i � ����
(FLAT GLIP 1�5TALLED FROM �j s �G`��
INSfDE) O,R[l2]DOOR P05T L�iJ GOLUMN P05T AT CORNER '��I����'11,`,,����
END WALL P05T-ROOF BEAM 6ABLE HEADER -CORNER P05T a
CONN. DETAIL 4 CONN. DEtAiL ✓ STAMPEXPIRV: OJ�.3�I�ZO24
SCr1LF:v`5
,SCA�E NTS DATE SIONED: 8-30'YO22
j� �� MANUFACTURED BY:
[2J ROOF BEAM � �� �
I�II �� MODWEST
� ��;;
,,
21 DB BRACKET. � �� � III \ � ����
� � 6"X6"X14GAPL I ���
SECURE TO P05T BRAGKET.SECURE � ���` �� �
AND DIAGONAL ��� ,III I�I \� \//- ��
TO POST AND �� `/
BRACES W/(7)[23J DIAGONAL BRACES \ � �\\� �,_��\\ C A R P O R T S
FASTENERS A5 •••� • W/(6)[23J � �"�� ��
sHowh FnsrENERs As I���� \ I�� \��\�� \� ]3479 S Mason Dr.
sHown II �\\ \ ��\�� Grant,MI 49327
�i9��in�ohn� f��co�uMN Posr � ���� �� Tel:(877)235-5210
�r��
BRACES ATCORNER \`\ III /% ���\ \\�� ENGINEEREDBY:
1�1
�OP7�.Oh-A �OPTIO�-a ��
\
i � \\\ �
DIAGONAL BRACE TOP COKNER CONN. DETAiL" �
\
scnie�.Nrs � %. �
A�A ENGINEEI2ING
�� ('IA'll.•STHI ICPURAI.
r��:1G It���ia�ssai-r 1'la��r.'f��lyd�,.(�ll I::t�l:t
� I I T��I.ll:l`Y`11�I4H:S�I�:u.117-Y�IL-0�1.i.�
11 END WALL P05T �II DRAWING IN�������������,
[1]COWM�'FOST OR � FORMATION
� � 7"X 7"X 14GA PL.
BKACKEL SEcuKE � �II aRo�ecr: 12'-0"W1DE BUILDINGS
TO P05T AND �
�»��iA�o�n�i s •.,��:; oiA�on�n�BRACEs 3 2 � ���� �ocnr�oH: STATE OF W15CONSIN
HORZ.C�RACES W�(14)[23) g 9�% PRo�ecr r,o.: 227 22 2654
FASTEKERS AS � SHEET TITLE:
[21]DB BRACKET.SECURE SHOWN �
_� CORNEIZ 8RACING
TO POST AND DIAGONAL CORNER DIAGONAL DETfi1L5
0
RACES W/(7)[23� BRAGING-SEE NOTES —
FASTENERS A5 SHOWN �C�riu�-n �oPrION B FOR REQUIREMENTS sHee1 No.: 9 / 11 �
DiAGONAL BRACE PO�t CONN. DE7A1L" „ D(AGONAL BKAGING AT CORNERS DRAWNBV: AW onre:8/19/22
�'�����`�' ' �'��� �` " cHecKeo ev:OAA onre:8/19/22
LEGAL INFORMATION
-ANY DUPLIC.�iION OF THIS DRAN9NG IN NR10LE OR
PART i5_S7PJC'TlY FORBIDDEN.ANYONE DOIN6 50 Wl�_L
BE PF.OSECUTED!JNDER Tt1E FU;1 EXTEM OF TY1E IAW.
�GfUWINGS AP.E VALID UP TO DATE OF EXP�RP,TION.
'"X 7'X i4GA FL.
[iJ GOLUMf�POST BRAGKEL SECURE TO
SEAL:
[21]DB B�cAGKEL SECURE P05T AKD DIAGO�AL ,�►1����1��
TO POST AND DIAGONAL F�ASTE�ERS(,A5[SHCWN ��```�s C O'V S'��I
BRACES W/(7)[23] `�� � ��
FnsrENERs ns sHowN GORNER BRAGING NOTES: �� � :�
� �
[19]DIAGONAL BRAGES 1. DIAGONAL BRAGING AT BUILDING COKNEKS 15 REQUIRED FOR ALL �}{ OMAR A �
BUILDINGS IN LOCATIONS WHEKE WIND SPEED 15 140 MPH OR GREATER. � ABU-YASEIN � �
[3]BASE P.P,IL ' � E-36945 �
'.J� FOF.3 SIDED ENCLOSED BUILviNGS i4G IviPH OR GREATER WIND SPEED � � 70LED0 � =
THE BUILDING MUST BE DESIGNED WITH OPEN BUILDING SPACING �� OHIO �`
•• AND DIAGONAL BRACING IS REQUIRED ON ALL ENCL05ED WALLS. � T � �
�� F G� `�
�o�rion-n �o�noN � 2. SIDE WALL DIAGONAL BRAGING IS REQUIRED WHEN THE ADJACENT �jj S'S� �� `��
DIAGONAL 6RACE BOT.CO�NER CONN. DETAIL' EN�-wA��is pnRrin��Y ENc�oSED. �i����;;;1,,`���
�cn_e�rirs 3 3. ALL BUILDINGS WITH IRREGULAR ENCLOSURE(5EE SHEET 5)WILL REQUIRE
51DE-WALL BRACING GLOSE TO THE PARTIALLY ENCL05ED END WALL.
STAMP EXPIRY: 07-.3'I-ZU24
`1N51DE VIEW SHOWN FOR CLARITY DATE SIGNED: 8-3O-ZO�IZ
MANUFACTUREDBY:
�� M 0 DWEST
,
�,,
�� ��' �C�E�
��, ��
,,
�; ��� ��',� CARPORTS
. , �,�
�`� ��`� �i�; i�i� 13479 S Mason Dr.
�`�,� ,i 'i; Grant,MI49327
� �� ���� �i��i i�� �i' Tel:(877)235-5210
t0 ��� ��i� �i'i
i� i i iii ��
\�� ��I I ENGINEERED BY:
� � i � � ���
II I
��ti0 � �I� I I
� ���� �
� ��� �'�� �,� ,,
h ii i i
�iii i�i �%'� A�A ENGINEERING
� c n ti.•srHucri�H�i.
�
�
I� fu,1l�Re��aissuiire 1'Ince.T„Ir�lo.(�II k�t�YJ
III N'� 'frL N9-'l9Y-I9�9:5.Pac 117-'L9'L.oYl.i
I�II ��n��..�.�.����cinc���,��i��
II III ... .....
�ii �i� ' DRAWING INFORMATION
����
�iii PRo�ecr: 12'-0"WIDE BUILDINGS
���`�� �ocnnoH: STATE OF W15GON5iN
�� tA ���' —
3 �(�P'� rao�ecr No.: 227-22-2654
M� �P�o��N�J��a� SHEETTIOPTIONAL LEAN-TO
�� ADD1Ti0N
o-, o
�
X SHEETNO.: �O I ��
Q
� DRAWN BV: AW DATE:B��gI22
❑OPTIONAL LEAN-TO ADD1TlON CHECKED BY:OAA DATE:FjI�9I2Z
,cn�e:Nrs LEGAL INFORMATION
-ANY DU�LICATIOV OF TFI'S DRA\VING IN N/F10LE OR
�ART i5 STPoCTLY FORBIDDEN.ANYONE DOING 50 WI1
� 6 12"LG.CO�NECTOR�JLEEVE- BE PPOSECUTED UNDER Tt1E FU�1 EXTENT OF THE LAW'.
�_�ROOF BEAM � � -DP.A'd�IVGS ARE VALI7 UP TO D�"_OF FXP'�RA710V.
MAI\6UILDING FIELD BOLT TO BOTH TUBES W/
[23]FASTENERS SEE TABLE 32 SEAL:
�,� FORhO.OFFASTENERSREQD. ,`,��I������//���'
� [2]ROOF BEAM ````` `cj C O NS/�/���i
LEAN TO ADDITION � v
(6)6"LG.COhNECTOR SLEEVE �� OMAR A. �' !
FIELD BOLT W/[23J FASTENERS � � ABU-YASEIN �
E.s. sEE rAg�E 32 FOR n�o.oF LEAN-TO ADDiTION NOTES: ' E-36945 �
FASTENERS REQR � � TOLEDO � �
[1]COLUMN POST-FOR EAVE HEIGHTS L LrAN-10 ADDI?ICNS CAN BE ADOED ON EI1 HER 0{�U1 H 51DE5 OF � � OHIO � �
GREATER THAN 8'-O"INSERT 75 225 X TNE BUILDING. �� �`
225 X 14GA 7UBE fNTO COLUMN POST ? ROOF SLOPE,PURLIN,GIRT AND FRAME SPACING OF THE ADVITION �j �` G� ��
HAVE TO MATCH THA7 OF THE MAIN 57RUCTURE.
LEAN-TO ATTAGHMENT DETAIL 3. IF THE LEAN TO ADDITION 15"OPEN"(BOTH END WALLS OR 51DE WALL ''���I��N A L ,;,��``
e�cn�r Nrs � IS NOT ENCLOSED).THE DESIGN OF THE MAIN E�UILDING HAS TO U5E ������"
TNE FRAME SFA�ING OF AN GP�N BU LDING FROM TA3LE 4.
STAMP EXPIRY: O I-.3�I�ZO24
DATE SIGNED: 8-30'ZO22
GONCRETE SLAB FOUNDf�TiON NOTES: III ��� ���� �� �� ��� ��� \\�� mntiuFncruReo sv:
1. DESIGNS SHOWN ON THIS SHEE7 ARE FOR CONCRETE SLAB FOUNDATION. III ��� ���j / �\�\` � /
ANY OF THE FOUNDATlONS SHOWN ON SHEETS 11-A THRU C CAN BE USED. III II � �\ ���\\ �y\\ � � II ��D���
2. GONCRETE ANCHCKS SHALL BE LOCATED NEXT TO EVERY P05T AND ON III III / � � / I
F'T H E R S I D E O F O P E N 1 N G 5.T W O A N C H O R S S H A L L B E 1 N 5 T A L L E D A T III I I I /� \ \�� �\I� \ S / I I III
CORNERS OF ENC�05ED BUILDINGS W1TH END WALLS ONE ON EACH III / �I 2 \���� / III III �Cj��
ANG OR 5 TO BE ON��AGH 5 DE�OF�HE COL MN�ROST.E TO WIND,ONE � ��I 11-A ��I �� II � I�� ��� C A R P O R T S
3 ANCHORS 1N CL05E PROXIMITY TO EAGH OTHER MUST HAVE A MIN.4" \ �� III II I�� /� ]34']9 S jVtaSpp j�r.
sFA�iN� � I ��I �II , Grant,M149327
4. MIN.NUMBcR OF GONCRETE ANGHORS PER POST SH°,LL BE AS SHOWN IN // II III III �� TeI:(g77�23S-SZ1O
TA6LE 11-A.2.
5. THE SIZE OF THE SLAB SHALL 8E THE SIZE(WIDTH AND LENGTH)OF THE M�20, III ,%� ENGINEERED BY:
� / �'�
BUILDING PLUS�"FOR 14GA MA7ERiAL AND 5h"FOR 12GA MATERIAL �II � /
o. DEPTH OF SL,'�B TUKN DOWN FOOTIN6 SHALL BE GKEATEK THAN FKOST � '
\ I� / �.0 �
D�YTH SPECIF'ED FER LOGAL CODE. � 2
CONTROL JOINTS SHAL'�BE PLACEC SC AS TO LIM'T MAX.SLAB SPANS GO�TROL JOINTS SPACED AT \ Y �P�" ��,��'�GINEEKING
MAX.20'0"O.C. � � � cn u.•s�rei cn e,��.
70 20'IN EACH OIRECTICN. ��/
CONCRETE SLAB FOUNDATION "n ���'���,,,,��_�����,��:,,�������,���"������
8. ASSUMED SOIL BEARIY6 CAPACITY IS TO BE A MIN.OF 1500 PSF. �r,�i.4�e-x��s-i�sa.r:�, u�i_s�is_o��.;.;
9. CONCk=TE 5T2ENGTF 70 BE A MIV OF 2500 P5�@ 28 DAYS. SCP,LE NTS �"`�����'�°`�°�'�,""�°
DRAWING INFORMATION
TABLE 11 A.2:CONCRETE PROJECT: �2'0"W1DE 8UILDINGS
6„ _���BUILDI�'G FOST �" ��� ANGHOR �
�f�EYOND 5LA6 ANCHOR SCHEDULE TF.F. gAgE �ocarioN: STATE OF W15CON51N
� ��� � N ii �FLAT��� KAIL
z°wiDE x r��EE� • ���.�'T;; PRo�ecr r,o.: 227-22-2654
L�l � NOTCHALONG r SLOPE i SHEETTITLE:
� N ovERHEA��ooR ❑�05 To i35 (��vz"s r�'� `'�' �;;;„�; � FOUNDATION Oi'TiON 1:
• � AND SLOFE T02" E�CLGSFD ��u,;1,!
� � oi36 ro i8o �z�va��s x��� � �„ CONCRETE SLAB
OVERHEAD DOOR NOTCH DETAIL ❑�05 -ro is5 c>>>iz"s x�" E��',".A��Fo51 -
2 OPEIv ❑136 TO 180 (2)1/2��LJ X 7" DOOR P05T SHEET NO.: �1-/1 / 11
SGPLE�vT5 14GA SECTION A-A
NOTCS: DRAWN BY: AW onre:8/19/22
TABLE 11 A.1:NOTCH W1DTH t ANCHORS ARE TO BE ConCRETE�vEDGE oR i" o" nNCHOR CHECKED BY:OAA oare:8/19/22
EXPANSION ANCHORS. T.F.F. E�ASE
' ` N �i �FLAT�ii RAIL LEGAL INFORMATION
MIN.EMBEDMENT DEPTH TO BE 2�z". f r�/
❑14GA O 12GA O 14GA ❑12GA i..T.,�i
3. ANCHOKS TO BE SPACED NG MORE THP,N 6" - SLOPE � A��r ouPucArioN oF m!5 oruwiN�iN wriae oR
2'J/4" 2 7/�" 1'J/4" 1 7/B° � / �� _ PART IS STR1CiLY FORBIDDEN.ANYONE DOWG,`�O WIt1
FROM POSTS. � /j��// / � 8E PROSECUTED UNDER Tt1E FU!1 EXiEM OF TF1E LAW.
NOTE:DEPTH IS TO BE 1 1/Z" //`�//� -DMWINGS ARE VAL1D UP TO DATE OF FI(PIP,ATION.
SEAL:
MIK 4"EDGE DIST. MIN.4"EDGE DIST. 2 DOOR P05 WALL POST ``,"11�"I'',
[1]COLUMN POST NOTCH 5EE 12GA SECTION A-A ���` s C�N '�j
A�CHOR SEE TA6LE 11 A2 [3]B A S E R A I L T A B L E i l-A.1 `��\� S�^�-�j�
GRADE(MIN.2% GRADE MAX.6" � V -v ��
Mlh.4"THK. SLOPE AWAY (2%SLOPE) [i]C O L U M N F O S T � �
GONCRETE SLAB �� OMAR A. ��
F R O M S L A B) . A N C H O R-5 E E (3]BASE RAIL � ABU-YASEIN �
� TABLE 11-A2 i � E-36945 �
" . � � � TOLEDO � �
W6X6 6/6 WELDED ' • S, iv w -! �� N w �i J N o �� OHIO �`
WIRE OR#4 CJ 24" g � v Z < e � � �. v z� ' ' � .' c� z Q � .(� � �
EW.,OR FIBER MESH � � � �� � �� � � � � � � �� � C9 ��
AS REGOMMENDED � w o � "� �� "i w o 3 •` ' '.ti. , � � o '��S`S/� �����`
BY MANUFAGTURER �o � N p� � ' •,� Q o m ,'����1111���,``
�3�#4 KEenR conrr. < o m ❑NOTGHED EDGE DETAIL� o m sEcr�o���
❑STANDARD EDGE DETAIL EDGE OFFSET DETAILO STAMPEXPIRY: OI-3�I-ZO�L4
SCALE N16 DATE SIGNED: 8-3O�YOZY
CONGKETE SLAB FOUNDATfON NOTES: III ��� ��� � �� �� AV��� mnHUFncruReoer:
I� ��� �
� nrcv-.;G ,r.I I�Y;,':��.TI II;�;✓I i��� nP.�Fvr�VNI.KtI r SLAt3 III ��� ��� �i\A � ��V ��� � I
FOJNOATION.ANY OF THC FOUNDATfONS SHOWN ON 5HEE75 11-A THKU III � I�/ \ \��� / II M O DDW��
C GAN BE USEO. II III �
2. CONGRETE ANCHORS SHALL BE LOGATED NEXT TG EVERY POST ANU III III ,� /\ �\\�I� \\�� �/ II IIII
ON EITHER SIDE OF OPENINGS.TWO ANCHORS SHALL BE INSTALLED III �I 2 ���� / I I I I ��E�
AT CORNERS OF ENCLOSED BUILDINGS WI7H END WALlS ONE ON � I ��_A II � II \ II I I I C A R P O R T S
EACH BASE RA!L.IN LOCAT10N5 REQUIRIN6 TWO ANCHORS DUE 70 � II I� /t� � II
WIND.ONE ANCHOR 15 TO BE ON EACH 51DE OF THE COLUMN P05T. +�' / III III I I I /� 13479 S Mason Dr.
3. ANCHORS IN CL09E PROXiMiTY 70 EACH CTHER MUST HAVE A MIN.4" � � �I �II / Grant,MI 49327
SPACING. /� �� ��� ��I �� Tel:(877)?35-5210
4. MIN.NUMBER OF GONCRETE ANCHORS PER POST SHALL BE A5 SHOWN 'L/,� III /� -
IN TABLE ii A.1. 2ao, i ' /// ENGINEERED BV:
5. THE 51ZE OF 7HE SLAB SHALL 6E THE 51ZE(WIDTH AND LENGTH)OF ii, � '''
THE BUILDING FLUS; FOR 14GA MATERfAL AND P'FOR 12GA \ �� j o 0 �
6. D E P 7 H O F S L A B 7 U R N D O W N F 0 0 7 1 N G S H A L L B E G R E A T E R T H A N CO�TROL JOINTS SPACED AT \\Y/ �P�Z ,�K,�LNG[NF.FRING
FROST DEPTH SPECIFIFD PER LOCAL CODE. M A X.2 0'0"O.C. J/ �.��.�i •S.i.k�.�i.�,H��
CONCKETE SLAB FOUNDATiON "� ,,��:<<,a,��,:�;,.:�,��,����:�,,.,�„�,�,��,,�����:���r:�
� CONTROL JOINTS SHALI BE PLACED SO AS TO�IMIT MAX.SLAB �r�i u��-'t��z-i����a.r.,, n��=��t-o�r;;
SPANS 70 20'IN EACH DIRECTION. �����������������`�;�"�"
SCALE:NTS
8. ASSUMED 501L BEARING CAPACI7Y 15 TO BE A MIN.OF 1500 PSF. DRAWING INFORMATION
g. coNCREr�SrRENGrH 10 BE A MiN oF 250o r�5i n 2ti DnYS TABLE 11 A.1:CONCRETE PROJECT: �2'0"W1DE 6UILDINGS
SLAB ANCHOR SCHEDULE �ocnnor,: STATE OF WI5CON51N
PRo�ecr No.: 227-22-2654
SHEET TITLE:
EhCLCS�D
❑'�5 T0 135 (�)'�?"�x�" FOUNDATION OPT10N 1:
eui�oin��Posr ANcr,ok ❑�36 ro �go (z)�iz"�X�° FLUSH CONCRETE SLAB
� �� BEYOND ��� ❑105 TO 135 (1)1/2"�X 7"
1" LF.F. f�ASE RAIL OPEN
A � A 2"WIDE X 1"DEEP N ��� FLAT'��i ❑136 TO 180 (Z�1/`Z"H X�" SHEETNO.: ��-A I ��
-- J N�TCHAL�NG � ri�r NOTES: DRAWNBY: AW DATE:B��.��22_
. � �N OVERHEAD DOOR � ��SLOPE� � 1. ANCHORS ARE�0 BE CONCRETE'JJEDGE OR -
EXPANSION ANCHORS. cHecKeo ev:0AA onTe:8/19/22
AhD SLOPE TO 2" ,, LEGAL INFORMATION
'' ",•' . .:,. '. � ?" . MIN.EMBEDMENT DEPTH TO BC 2,F5'.
END WALL P051 3 ANCHOK�'0 BE 5F'P.GED NO MOKE 7HAN 6" nNr ouPUCnnou oF m s ow+eviNc iN wr�o�e oR
OVERHEAD DOOR NOTGH DETAf L �ooR�osr FROM pcsra. P"RT'S�T����F°�'°°E" �`'o"E°°'"�5°"^1
r 2 SECTION A A BE DRA'J�V 5 ARE V�A�I'J UP TO DA`rOFrEXP'�Rl�Eiu W
S,ALE NTS -
SEAL:
MIN.4"EDGE DIST. ����11'�����
[7�BASE AhGLE 3„ ���` s C�N ,'�j
ANGHOR 5EE TABLE it-A.1 ��`�\ ��ii��j
[i]COLUMN P05T ANCHOR-5EE [1]COWM�P05T �� �i� ��
MIN.4"THK. g [3]8A5E RAIL TABLF 11 A.1 [3]BASE RAIL � i
CONCRETE SLAB �* OMAR A. *�
� ABU-YASEIN �
GRADE(MIN.2N. -'N o � E-36945 �
� � � =
. , SLOPE AWAY '' 'l1.:.. .• o z Q � TOLEDO _
W6X6 6/6 WELD D ". a, �•e � � � � OHIO � �
FROM SLAB • ' a� � � <(/ �
WIREOR#4C�24" e . ) . . '' wo � i� � `
EW.OR FIBER MESH �� ' '• ' • .'' � w � � (� � �
A5 PER LOCAL . . :. i G ♦
AS RECOMMENDED GODE.OR MIN.12" �o� '���j S�O N A L � ���``
BY MANUFACTURER 1' BELOW GRADE secnCN 6 5
�����1111111\�,`
�s��4 REBnR cohr. �EDGE FLUSH D�TAILO
� STAMP EXPIRY: O I�.3�I-ZOZ4
S�A,LF:ItiTS 8-.,3�-2�22
DATE SIGNED:
TABLE 11 B.1:ANCHOR SCHEDULE MANUFACTUREDBV:
I �� �
��� ���� M 0 DWEST
o�05 ro �s5 �i�vz„�x,,, ����l � II I ��� �����-- ------���
ENCL05ED � ��� � ����
❑136 TO 180 (2)1/2"B X 7"
❑io5 ro is5 �>>v2��x,�� ���ill II� \�� � II �
OPEN ❑�36 TO 180 (2)1/2"g X?" I�� ���� ���� ��I I�� C A R P O R t S
NoreS: ����� ��� ���\� ��� \�I� ��� �� 13479 S Mason Dr.
t��
1. ANCHORS ARE 70 BE GONGkETE WEDGE OR � � \\ �� � II � Grant,MI 49327
ExPnNsioN ANCHORs. ��!� ��I �� i� ���� ��� \�� II II� TeL• (877)235-5210
2. M1N.EMBEDMENT DEPTH TO BE 2'g". � � I� \ Ilr��� � � \II III _
3. ANCH�RS TO BE SPAGED NO MORE THAN 6" ��! III �� /� \\ \�� III ENGINEERED BV:
FROM P05T5. \ ��\ '�r��� � \\� � II III
�� � �� � �� / �V �� ��I ���
��� ��� � I �/ \� \� I� \�I �I� �
TAe�_E�i 8.2:coNc. I�i �j �� �� �� ��� II! ��,�E:�ci:�v�.EiuNc
r_ /". � i �� II �� (R❑ S'I'HU(I URAI.
�TR'P �„iFDU�_F III ��� �� �\ � \ � \� �� �II r,osr,n �� � ri,� i i�i�>.uu�.,rla
I % 'f��l.VI)L.Il 1)S:f�F�.�.ll7-'1!I1-0.9,55
'' - er ��� i/ \ � \\ � �� II I�� % ,,,,,,:�:�.,���„�,,,�„���
❑, , -- _ � III ��I \\\��\ III I I�I /�/ � DRAWING INFORMATION
o,�o To ,55 ,g��X,z�� II I� � �� �II �;� � � PRo�E�r: �2�o°wi�E Bu����N�s
26°x i2� � I I� ��I �� 'I �/� �ocnT�or,: STATE OF W15CON51N
❑�65 ro �ao zi x i5�� ��I ��� � I, �i
1B°X 18" � V ��� ��� II �II % � PROJECT NO.: 227-22-2F7�J�}
\ � I I.I . � SHEET TITLE:
r�crts: � � II II� �, � FOUNDATION O1�TlON 2:
i. w��TH nN��EPrH�iMENsioNs cnN � � � � � II� III �� � CONCIZETE 5TR11'
BFINTERCHANGFD. �
� �
� ��� j � SHEET NO.: ��-B I ��
� � DRAWN BY: AW DATE:���9�22
Foorin�o�rioNA�nr opEN � - � ' CONCRETE STRIP FOUNDATION ---
END WALLS AKD OVERHEAD � SCALF NTS CHECKED BY:OAA DATE:PJ��g�ZZ
DOOK OPE�'WGS ��� 1 LEGAL INFORMATION
11-8 -ANY DUPLICATION OF ThI15 DRAIl'ING W WYfOLE OR
CONCRETE STRIP FOUNDATION NOTES: , aeRPRosEcuTe�u�oeRmervLL�cre�oFT��aw
�� -DP.l�WINGS AP.E VALID UP TO D�TE OF EXPiP,F�TION.
1. DESIGNS SNOWN ON THIS SHEET ARE FOR COhCRETE 57RIP FOUNDATICN.AN� [1]COLUMh POST
ANCHOR-SEE SEAL:
OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU C CAN BE USED. TABLE 11-8.1 ��1111��
2. GONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER GRADE(MIN.2% � ���,, ,���
SIDE OF OPENINGS.TWO ANGHOKS SHALL BE iNSTALLED AT GORNERS OF SLOPE-AWAY � [3]BASE�AIL ``���\�Cj C �NS/���j'
ENCL05ED BUILDINGS WITH END WALLS-ONE ON EACH BASE RA1L.1N LOGATIONS FROM SLAB) f `� �1 �/ i�
REQUIRING TVJO ANCHORS DUE TO W1ND,ONE ANCHOR IS TO BE ON EACH 51DE 0� o d ,'' : �
THE COLUMN P05T. � „i � � � y� OMAR A. * �
�a� � �• � ABU-YASEW �
3. M1N.NUME'�EQ OF CONCRETE ANCHORS PER P05T SHALL(�E AS SHOWN IN TA(�LE �a � = E-36945 �
11$.1. � � � � TOLEDO � �
4. ANCHOKS 1N CL05E PROXIMITY TO EP,CH OTHER MUST HAVE A MIN.4"SPACIN6. � � aO.. � � � OHIO � :
5. DEPTH OF CONCRETE STR1P F0071NG SHALL BE 6REATER THAN FR05T DEPTH (4)#4 REBAR a a w ����` ����
SPECIFIED PER LOCAL CODE. r1G;
CONT. Q ��i SS/ E ♦�
7 CON RET�E ST�RENG H,NO BE AAMIIN OF 500EPSI @ 28 D�O PSF. EQ. EQ. w I��,,O;;;,,,,,��
5EE TABLE 11 B2 �
P�. eu��Nc-is r�i�F McuNrEc ov,HE cFNrFR oF rHF sr�ip FouNCAnoN. ❑CONCRETE 5TR1P FOUNDATION DETAiL
.� STAMPEXPIRV: �I-.��I-2�24
SCALE:NT5 DATE SIGNED: 8-3O��LOZZ
�1�COLUMI�FOST ��f 5���III ��,,,� ��� �� MANUFACTURED BY:
� \
oR�ii�Eh�wA�� �� �ll �l�i�.� -- . ��� � �
� � �� �II
���� s��Eo��E EE ��\ �„��:��, �� �, �� � ��� M 0 DWEST
,
� „ ,� �C�E�
�3�ensE Rni� - ����� � �� .:,. �y � � �I�� III
M� ° ' III I��� � � �`' �� �1 �� �
6-
� III III � � �� � II �II I� � CARPORTS
' �� � ��� � "=� � � � � �� ii � �= 13479 S Mason Dr.
a'. .� � � ' � �o �� �� \�q� � �� ��� I /
w °� III ill � � II �� Grant,MI 49327
. m � :; ��I �1� �II I�� �� �o . Tet:�s���?3s-s2io
� � �,
,
� I I III III I�� i =� coNCRErE PiERs
COhCRETE PIER � d � ',� W Y k.,' I ENGINEERED BY:
� I�� �II � ��- E�D wA L P05T5
MIN.(1)#4 BAR �' .�. � III /� :; � '�'
36"LG. � ' ,' •. ��I �� I �'� I 2 �
f_'' .y , ' // I '�^` 11-G CO�CRETE PIERS AT
`SFF �� ' ' i 1i� GOnCRETE PIERS EI?HER '; � �_J � ALTERhATE IhTERIOR ���E-�'���=v�.�.RIN�
T �. � ' ��n�n.•s�rencrna,�i.
P��'9B�� � : : � 51DE OF OVERHEAD DOOR �.; .� ��� COLUMN POSTS ,,,�t�ii, _. , �,i, .i.i i ii ,1
'P�j���l�.�� . �d'�� � � OPEhIhGS CONCRETE PIERS �� ANGHOR RODS AT ALL �r��i u��.Y�iz-ri.a:��r�, �e�sva-u�.�s
FT O POSTS NOT SUPPORTED
F'P � AT ALL CORhERS ON CONCRETE PIERS
DRAWING INFORMATION
❑ CONCRETE ('IER FOUNDATION
CONCRETE P1EK DETAIL s-��e �rs PROJECT: �2'-0"WIDE 6UlLDINGS
-,;.;�e:Nrs � CONCRETE PIER FOUNDATION NOTES: TABLE 11 C2:ANCHOR SCHEDULE �ocnnoN: `.�TATE OF WISCONSIN
t DESiGNS SHOWN ON THIS SHEET ARE FOR CONCRETE P1ER i
[lj�OUJM�P05T FOUNDATION.ANY OF'NE FOUNDATIONS 5'10WN ON sHEETo T�E.: 227-22-2654
oR�>>�Er:��NA�� sHEers��-n rHRu c cnN ee usE�. oic5 ro �35 (�)��z"��'" FOUNDATION OPTION 3:
POST 2. CONCRETE P1ER5 SHALL BE LOCATEO A7 ALL 4 CORNERS, ENCLOSED �136 TO 180 (2)1�2"k1 X"'
ON EAGH 51DE OF OVERHEAD DOOR OPENWGS P,ND OV CONCIZETE PIERS
[3]F�ASE RAIL ANCHOR KOD ALTERNArE IN7E�IOR GOWMN P05T5 AND END WALLS OPEN ��05 TO 135 (1)1/2"P X?"
POSTS. ❑136 TO 180 ���VZ�O X%� SHEET NO.: �� C � ��
3. TWO ANGHORS SHALL BE 1N57AI_I_ED AT GORNERS OF NOTES: DRAWN BV: AW onre:8/19/22
M�'6„ ENCL05ED BUII DINGS WI7H END WALLS ONE ON EACH 1. ANCHORS ARE 10�E CONCRE7E WECGE OR CHECKED BV:OAA onTe:8/19/22
BASE RAIL.IN LOCA710N5 REC�UIRfNG 7W0 ANGHORS DUE EXPAN510N ANCHORS.
LEGAL INFORMATION
TO W1ND,ONE ANCHOR IS TO BE ON EACH S1DE OF THE 2. MIN.EMBEDMENT D�PTH TO BE 2r'. aNr ouPUCariov oF rnis�rutviNG IN WtiOLE OR
COLUMN POST WITH A PIER. 3. ANCHORS TO BE SPAGEO NC MORE�HA��6" oA�T 5 ST�CrLY FORaIDDEv_ANYONE ooIN6 so wiu
4. ANCHORS IN GLOSE PROXfMITY TO EACH OTHER MUS7 HAVE BF PRosecuTe�uNoeRme Fuu�crenrr oF me uw.
FROM P05T5. oPnwiv�s n�vnu�uP ro on_oF�P RnTiov.
A MIN.4"SPACING. —
5. MIN.NUMBER OF CONGRETE ANCHORS PER POST Wiihl A SEAL:
PIER SHALL BE A5 SHOWN IN TABLE 11 G2. �����1111'��/���,�I��
6. TWO ANCH0�5 AND A PIER ARE REQUIKED AT DIAGONAL `���\�S C�'V S �//
BRACING LOCATlONS WHEN REQUIRED. `�� V ��j��i�
ANGHOR ROD INTO 501L DETAIL � ALL POS?s Nor SUPPORrEo oN CONCeErE PiERS SHA�� � �
2 BE ANCHORED TO THE GROUND WITH A 1/2"X 30"LG. �* OMnR A. ��
scn�e:nts � ABU-YASEIN �
THREADED ROD.R009 WILL HAVE A PRE FORMED HEAD AT E-36945
TABLE 11-C.1:GONC. = � � �
THE TOP AND ONE COAT OF RUS7 PROOF MATERIAL. � TO�EDO
PIER SCHEDULE g. FIERS SHALL BE FORMED BY DIGGING A HOLE OF THE �� oFilO �`
J5°,Y1E S1ZE AS THE PIER ON LEVEL GRADE AND FILLING IT � 'n ����
' �� W'7H GONCR�7E.THRD.ROD ANCHORS SHOULD BE DROPPED �ij�SS, r1G���
❑105 TO 130 13"k7 X 36" IVTO THE PIERS PRIOR TO POURING 7HE GONCRETE. ��I ��N A L � ���
❑140 TO 155 18"�X 42" G A55UMFD SOIL BEARING CAPAGITY I5 TO BE A MIN.OF '����/11111���,,
❑165 TO 180 18"H X 48" 7500 PSF.
10 CCNCRETE STRENGTH TO BE A M1N OF 25G0 PSI�D 28 STAMP E%PIRY: OI�.3�I�ZOY4
7/�YS. DATE SIGNED: 8.3O�ZO22
[1]COWMN POST OR MANUFACTURED BY:
(11]E�D WALL POST ���
[3�BASE RAIL � ��
,��,�� ��� �, M 0 DWEST
DRILL 5/8"HOLE THROUGH � � � ��� I�\\�� � ����
\ \
�6� BASE RAIL AND SEGURE � � III ��
ANCHOR EYE WITH 1/2"Pr I�D��� � � ��� \��\ �� III �� C A R V O R T S
��\\� ��
THROUGH BOLT AND 2" � �\ � ��� � � ��� ���
wn5HER5 E.S. �� � �� �� \� I��� 13479 S Mason Dr.
, . .. � ���s„ � �� �� ��� �� � �� III Grant,M149327
� i�\ �� �y � � �II III Tei:�s��>2ss-s2 io
. III �� � II ��
I�\�\ �� �\\ � � I �\ I ENGINEERED BY:
�I� ��� � i �� �� �� �I� ��II
ANCHOR ROD III � �� � � � � //��
J� ����� I III �II ��/
_ /��� � � � II I / �
o �� I�� � � -
"' ��a���sHnFr x�z� III �� �II III ���� a ��.:�ciN�iuNc
501L ANCHORS AT c n�i ti rei ici iie,��,
4"DI5K5�HELICAL �� I cu;ir R i r, i � i oii ivi;p;a
�OFT10N 1:HELICAL SO1L ��� �I� � i n�TEk�nTE E��
ANGHOR�J � SOIL ANCHOR III �� % � WALL P05T5 �'��.u�eiz-i�r� i .u�.e��a o�ss
��.A���.�.1� III III � ����_ J soi�nNCHORs nr
� DRAWING INFORMATION
III �% L J � A�rERNnrE m�rE�ioR
soi�nNCHORs EirHER �� cowMN po5r5 PRo�Ecr: 12'�0"WiDE BUILDiNGS
51DE OF OVERHEAD 11-D —
�ooR opEh�in��s A�cHOR�o�s n7 A�� �ocnT�oN: STATE OF W15CON51N
501L ANCHORS AT ALL F05T5 NOT SUFF'ORTED pRo�ecT No.: 227 22-2654
GORNERS ON SOIL A�CHORS SHEETTITLE:
501L FOUNDATION NOTES: 501L FOUNDATiON FOUNDATION OPT10N 4:
SCAi_E:NTS
'. DE51GN5 SHOWN ON TM5 SHEET ARE FOR SGIL ANCHCR"rOUNDA�ICN. cjQi� ANCHQRcj
2. 50!'',ANC;HOKS(HELICAL OR ROCK/ASPHALT)SHALL 6E LOCATED AT ALL 4 �3]BASE�AIL [1]COLUMN P05T OR --
GOKNEKS,ON EAGH 51DE OF OVEKHEAD DOOR OPENINGS,ON POSTS W1TH [11]END WALL P05T SHEET NO.: ��-D I ��
DIAGONAL BRACING 1F REQUIRED,AND ON ALTERNATE IN7ERIOR CCLUMN DRAWN BV: AW oare:8/19/22
P05T5 AIJD END'JJALLS P0575. DRILL 5/8"HOLE THROUGH CHECKED BY:OAA onTe:8/19/22
� HELICAL ANCHORS ARE TO BE USED ONLY F THE DRIVIN6 TORGUE 1NT0 THE BASE RAIL AND SECURF
GROUND 15 150 FT-LB5 OR GREATER.MANUFACTURER 15 N07 RESF'ONSIELE 'q-I� [7]BASE ANGLE W1TH LEGAL INFORMATION
'6" �/2���l THR�UCH 6��7 -ANY DUPLICATION OP T1115 DRAN'ING IN N?10LE OR
FCR SOIL QUALITY AT SiTE AhD 1"WA5HER5 ES. "A�r�s sTwc�v Fo�aio�eN an�voNe ooiN�so wr,�
BE PROSECUTED UIJDER THE FU1 EXTEM OF THE LAW.
4. HELICAL AN�HORS CAN ONLY BE USED FOP,GLA55 2,3&4 SOILS(5EE SOIL �Rnd✓ivcs a�vnu�uP ro�nre oF�a Rnnov.
CLA551FIGATIONS THIS PA6E).
5. ALL P05T9 WiTH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE SEAL:
�''9-I'6„ Ex�srmG �1�u�1�
6ROUND IN1TH A 1/2"X 30"L6.ROD.ROCS WILL HAVE P,PRE FORMED HEAD AT ASFHALT ���, ����
THE 70P P,ND ONE GOAT OF RUST PROOF MATERIAL. `���\`�S C O NS��I�j
6. A55UMED 501L BEARING CAPACITY 15 TO 6E A MIN.OF 1500 PSF. `� v �� �j'
ANCHOR ROD �* OMAR A. ��
501L GLA551F1CATIONS: neu-rnsEiN
501'_C�A55 DESCRIPTION � E36945 =
[7]BASE ANGLE HP9 A ASPHALT/ i � TOLEDO � �
2 SANDY GRAVEL AND GRAVFL,VERY TH`N DENSE AND/OR CEMEN7ED SANDS, i OHIO �
GOAkSE GRAVEVG013BLE5,PRELOADED SILTS,GLAYS AND CORAL HP 9 ROCK ANCHOR �� �`
3 SAND,SILTY SAND,CLAYEY SAND,51LTY GRAVEL,MEDIUM DENSE COARSE �� � C�\ ��
SANDS,SANDY GRAVEL,VERY STIFF S1L7 A ND S AN UY C L A Y S. '���j S��N A L � ���``
4 L005E TO MEDIUM DENSE SP�NDS,FIRM TO 5T1FF CLAYS AND 51L75 AND ��//�������,����
n�wviA�Fi��S. �OPTION 2:ROCK/ ASPHALT ANCHOKS
"=�rOM HUD 'MOOE�/r7ANUFACTUREONOMElNST/iLLATiGNSTF�/vDr1R05" sc�,�e:Nrs srnMP exPiRv: �7-31-2024
DATE SIGNED: 8-3O-ZOZ�L