HomeMy WebLinkAboutRMISC2025-004562RECEIVED: 12,,02;2025 t ATE OF ISSUANCE-
25-004562
IGIPRA 'A"'VINE i
2712 CARDINAL DR
PERMI#
INSTALL 8 X 10 STORA(3E SHED T :
BUILDING PERMIT APPLICATION
7 7
JOB ADDRESS: 2712 Cardinal Dr, Grapevine Tx 76051 SUITE # ...... ..
LOT: 4 BLOCK: 4 SUBDIVISION: Kimberly Estates Addition
CURRENT MAILING ADDRESS: 2000 IT-wetis-s-a-Lan,
CITY/STATE/ZIP: Cleburne Tx 76031
Ulrich Liestyle Structures
PH: # 817-904-4890 Fax # n/a
CURRENT MAILING ADDRESS: 2712 Cardinal Dr
CITY/STATE/ZIP: Grapvine Tx 76051 PHONE NUMBER: 817-846-4004
PROJECT VALUE: $ $5,300 FIRE SPRINKLERED? YES NO X
DESCRIPTION OF WORK TO BE DONE: Delivery of 8x10 Storage Shed
USE OF BUILDING OR STRUCTURE: - StorageI I .11,
NAME OF BUSINESS: n/a
Total Square Footage under roof: 80 ___ Square Footage of alteration/addition: n/a
L3 I hereby certify that plans have been reviewed and the building will be inspected by a certified energy code inspector in accordance with
State Law. Plan review and inspection documentation shall be made available to the Building Department (required for new buildings,
alterations and additions)
E3 I hereby certify that plans have been submitted to the Texas Department of Licensing and Regulation for Accessibility Review.
Control Number: (Not required for 1 & 2 family dwellings)
El I hereby certify that an asbestos survey has been conducted for this structure in accordance with the regulatory requirements of the Texas
Department of Health.
(REQUIRED FOR DEMOLITIONS, ADDITIONS AND OR ALTERATION TO COMMERCIAL AND PUBLIC BUILDINGS)
I hereby certify that the foregoing is correct to the best of my knowledge and all work will be performed according to the documents approved by
the Building Department and in compliance with the City Of Grapevine Ordinance regulating construction. It is understood that the issuance of
this permit does not grant or authorize any violation of any code or ordinance of the City Of Grapevine. I FURTHERMORE UNDERSTAND
THAT PLANS AND SPECIFICATIONS ARE NOT REVIEWED FOR HANDICAPPED ACCESSNILITY BY THE CITY, AND THAT THE
DESIGN PROFESSIONAL/OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL '0 1 TBIE APPROPRIATE STATE AND
OR FEDERAL AGENCY(S).
PRINT NAME: Rob Mendoza--- SIGNATURFI_
PHONE #: 817-904-4890 EMAIL:
CHECK BOX IF PREFERRED TO BE CONTACTED BY E-MAIL
T HE FOJLOWING IS TO BE COMPLETED BY THE BUILDING INSPECTION DEPARTMENT
Approval to Issue'
Construction Type: V Permit Valuation: Setbacks
Electrical
Occuranc,, Group:Fire Sprinkler: YES NO Front:
Division: Buildin.,� De the Left: 01, Plumbin-,
Zoning: <` Building Width: Rear: Mechanical
: 7 -
Occupancy Load: Grease Trxt, Rl,-,,ht: Hood
Plan Review Ap-prov,i Date: Building Permit Fee:
Site
Date: Plan Review Fee:
e Plan Approval -
Fire Dejartmet: Date: Lot Drainage Fee:
Public Works Department: Date: Sewer Availability Rate:
Health Department: Date: Water Availability Rate:
Approved for Permit: Date: Total Fees:
Lot Drainage Submitted: Approved: Total Amount Due,,:
♦ a- i i i � ! r
PO Box 95104
Grapevine, Texas 76099 Accessory Structures
817) 410-3166 Project
Project Description, Install 8x10 (10' H) Storage Shed
[ELECTRONIC REVIEW]
Issued on: 12/17/2025 at 3:51 P
ADDRESS
Cardinal2712 r
Grapevine,.i
LEGAL
Kimberly Estates Bilk 4
Lot 4
S
PERMIT HOLDER
-•a Mendoza
'1+ i89
INSPECTIONS
a a a
INFORMATION Fr ;.
"APPLICANT NAME (Individual)
—APPLICANT PHONE NUMBER
VALUATION
Square Footage
* CONSTRUCTION TYPE
" OCCUPANCY GROUP
DOCUMENTS - MISC 01
DOCUMENTS - MISC 02
DOCUMENTS - MISC 03
DOCUMENTS - MISC 04
* ZONING DISTRICT
SETAC:EA
SETBC:LFT
4Building Final
Rick Frie
817-846-4004
5300
80
VB
R-3
Frie Aplication.pdf
Frie Plans.Order.pdf, Frie Site Plan.pdf
Frie Drainage Plan.pdf
Anchors Ft .pdf
-7.5
7.5 UE
6
I MEREBY CERTIFY THAT THE FOREGOING IS CORRECT TO THE BEST OF
MY KNOWLEDGE AND ALL WORK WILL BE PERFORMED ACCORDING TO
THE DOCUMENTS APPROVED DEPARTMENT ` AND IN
COMPLIANCEOF `,• ORDINANCE
CONSTRUCTION.f ` r THAT THE ISSUANCEOF
DOES NOT., VIOLATIONOF ANY CODEOR
ORDINANCE OF THE CITY OF GRAPEVINE.
FURTHERMORE r - . rr THAT PLANS AND SPECIFICATIONSARE
NOT REVIEWED FOR HANDICAPPED ACCESSIBILITY
THE DESIGN PROFESSIONALOWNER IS RESPONSIBLE OBT
AINING
c .
SUCH APPROVAL .O APPROPRIATE
r.+r- AND OR FEDERAL
Page 1t2
MYGOV.us 25-004562, 12117/2025 at 3:51 PM Issued by: Amanda Robeson
December 17, 2025
Signature Date
City of GrapevineBuilding - Residential Accessory
Structures
Project # 25-004562
arIJ
NOTICES
1) ALL work must be done in compliance with the 201 INTERNATIONAL BUILDING CODE.
"ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL
BUILDING CODE.
2) City Approved Stamped Plans must be on -site for ALL INSPECTIONS.
3) Project address must be clearly posted at the Job site.
NOTES
INSPECTION
METRO (17) 10-3010, CUT OFF TIME FOR A.M. INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR RM.
INSPECTION IS 1 :30 P.M.
IT ISSUED IN ACCORDANCE WITHAPPLICATION I IN THISOFFICE.
► " •r • • r 1 ri •„
• • • • •
Page 2/2
MYGOV.US 25-004562, 12/17/2025 at 3:51 PM Issued by: Amanda Robeson
Zomm
'Isom VISA; 4--h:
its i JR, rim.. 1.4 fwl
27 12 CARDINAL DRIVE
1. EROSION CONTR:OL'REQUJRFD BEFORE CONSTRUCTION STARTS.
CONSTRUCTION, FILLING, CUTTING, OR GRADE CHANGE IN
EASE " MENT WITHOUT PRIOR APPROVAL.
3. MAINTAIN CURRENT DRAINAGE PATTERN.
4. GRASS/EROSION CONTROL REQUIRED BEFORE FINAL.
APMR(')VAL, OF'REVISED
PU 'M
F, ------ - ----I
AMOVED PLANS SHALL BE
UPTUMBATEATAT[TUES
700 A. - 700 PA�
WONDAY - SATURDAY WKY
N0 VVC)RK, PEirlMITTED 06j SUNDAY
P1 7) 4100010
70700�" 15 RHGS7070K AIL 5E
RMY EE UPON 7 3409 EXPA-704
N11N. REAR SETBACK- 7.5,'�',,)E
SHED HEIGHT CANNOT EXCEED,100" MEASURE
F R OhN? L 01,1V E ST NO E 0 F G R, Co U N '—') TO R 10 0 F P E A K,
-Dr
51 ARNGLOO RARREZ T32RE: 4sw
71'
ALL CHANGES MUST BE AFMOVED,
Color Disclaimer, Colors shown in our 3D 1-1sualizer are approximateloto ftlay -,Trriyy 14uWa, 7 - —
fighting conditions, including sualight. For exact color matching, please visit a showroom to see a sample.
........ . ..
RECEIVED- 1202i2025
21004562
2712 CARDINAL DR
INSTALL 3 X 10 STORAGE SHED
a r
r , ss,,
{
,
.a
w-
10
R
qq ,.
�'4
Joist OC: 12'* Band Boards: 2x4 PT
Joists: 2x4 PT Floor Support: 2A PT
Skids: 4x6 PT Pull Support. 2x4 PT
| .
- 'I4l/47'
0
«FM-e—ff5ge / iketrea : rksFo-p--Signature
Pitch: 6:12 Angle26-5651
Truss OC: 16" Eave Vent: YES
Trusses- 2x4 SPF Sub Roof: 7/16-OSB
Top Plate: 72xS SYP
6:12 Pitch
26.565*
S' 7 1r.." -- - -
\\\\
\ \\\
\
I
3A" ' ''A,
it I tt{ {t!'
3
`J1
a>i, ',o I
Y r# h
'9
Pi+:r
IV11ti J1 u1 t
alit "'t1.
8x10 The Heritage (Approx.9.65 DueDate:
RICH ft. overall height) Sale Date: 11/15/2025
Customer: Rick Frie Ship Via: Fully Ass bled Truck
Delivery
ro"I
8,00 1
a
810"
By signing this document, I agree that the above layout is correct, and I understand there will be additional charges for any changes
or extra features.
"I
Rick Frie,
X
BUILD ORDER
Serial:
GROUND ANCHOR INSTALLATION INSTRUCTIONS
NOTE,- 1 ) The tensiomna bolt can be inserted in ,he head from either sicle,
2) In areas of severe cold weather. where oossible damage COUld occur from, frost heave, the
home owner srro�uld be prepared to adjust tension an tiie straps to take uo slack,
Ground anchors come in a variety of lengths and designs, Always test the soil with a "soil test probe" prior
to any anchor installation. This will determne the proper anchor for the soil condiflon,
WARNING! Prior to any anchor installation, determine that the anchor location aro,Und the horde will not be
Close to any Underground electrical cables, water, iines or sewer pipes. Failure to determine the location of
electrical cable may result in serious injury or death.
SOIL CLASSIFICATION CHART
SOIL
SOIL
TEST
RECOMMENDED
RECOMMENDED
CLASS
DESCRIPTION
VALUE
ANCHOR
STABILIZING DEVICES
I
Crystalline bedrock
A, N
P D C
6 3 T OA N
2
Sedimentary and foliated rock
550 In, lbs.
OT3044AP
'OT30446P
40
'OT36466P
3
Sandy gravel and or gravel
350 to 550
OT3044AP
(GW and GP)
n. IDS.
-OT3044BP iCZ
'OT3646BP iC,Z
OT42446P
OT486A
OT486B
4 a
Sand, silty sand, clavey sand,
276 to 350
'OT'3646BP tClaZf
sdltv gravel and Clayey gravel
in. lbs.'
OT4241413P
OT486AP
(SkAvl, SP. SM, SC, GM
OT486BP
AND GC)
OT486A (Galv.)
OT486B r'Cale. )
4b
Clay, sandy clan, silty day,
175 to 275
OT607B (Galv.r
clayey silt. silt ai,,,d sandv silt
in, ?Ihs,
(CL, ML. MH and CH)
I
-31'-t'Cn01'S C,�1'1 DE, •Jsed wv-, Caln C)TCAP
75 IS 2, -)ra' si,auld ze c._-,uTad
REMEMBER: Each Stale. County, OrMUMcipaI4 may require a SpeCifiCaIlChOr ff0M, the gr0U;',S shown for each soil
class;fication. Check Stale & local regulations first,
NOTE: Many anchor's are designed for particular soil conditiomsd and are unacce , ptable for use in other soil types,
We have listed *he soils for which each anchor 'Is designed and approved- Soil classifications are taken fiom the
"standard fot the installation on mobile homes.' Each anchor listed meets ANSI A2251 and ASTM D3953.91 codes.
Rev. 02. 15t !1
1111�pl� �11 kT4qW0 me;
7
FIG. I FIG. 2 FIG. 3
7-
FIG. 5
1. Attach anchor to machine itwo per -son operation.). Place anchor in proper position in line with the strap.
2. Install the anchor into the ground leaving 14" - 16" of the rod exposed. (FIG, 1)
1 Place the stabilizing plate in front of the shaft in the direction of pull. Always remove
vegetation under the stabilizing plate, (FIG. 2)
4, Drive the stabilizing plate into the gl'OUnd (FIG, 3)
5. The anchor is then turned into the ground to a point where tree bottom of the tension
head is at or slightly below ground level. Engineered to allow grOUnd anchor to he
installed at a slight back angle of 10 degrees. (FIG. 4)
6. Use Galvanized Strapping page for installation ir1StrLJCt'10nS for proper tensioning on anchor
and stabilizer plate (FIG- 5)
IMPORTANT NOTES
• Anchors Must be approved by the authority having jurisdiction.
• Anchors must be installed in the correct soil types (classes 2-3-4),
• When the rod is installed vertically with no stabilizer plate, the maximum allowable
working load on a single vertical tie is 3150 lbs,
• When the anchor rod is installed vertically with an OTMSP2P stabilizer plate, the maximum
allowable working load on a single vertical tie (or the maximum allowable working
resultant load of two ties) is 3150 lbs, between 45 and 90 degrees from horizontal.
LOEAK��
QUICK ANCHOR INSTALLATION INSTRUCTIONS MODEL# OTCAP1
OTI Anchor Model Ws OT3044BP and OT3044BPC i-,%,eljed caw
OT3646BP and OT3644BPC (welded cap)
1. Attach anchor to drive machine (two person operation), Place anchor in proper position in line
with strap.
2. Install the anchor into the ground leaving 14" to 16" of rod exposed, (Fsg, 1)
3. Slide the slotted end of the "Quick Cap" over the exposed anchor rod. $Fjg2)
'Always remove grass, sod. or loose vegetation under the "Quick Cap,"
4. The anchor is then turned into the ground to a point where the bottorn of the tension head is at or
slightly below ground level, (Fig. 3; Quick Cap slot must be at least 90 degrees away from direction
Of pull. iFig. 4) The Quick Cap was engineered to allow ground anchor to be installed at a slight
back angle of 10 degrees,
5. Use installation instructions on galvanized strapping page for proper tensioning of anchor and
stabilizing device,
FIG. I FIG. 2 FIG. 3
............... ...... 11 11� -1
IMPORTANT NOTES
0 Arlc.tot-s must bf� h, 1— uf! rfit� having �nsdtchcjn, y - up� i?, M3, 11 1 1 Ln
And-,clirs must bp- irstalic— in 0-ie 1— i -,--e i lasss 2. `,. ,-,1 4
J
PATENT 6,29& 6,151
FIG. 4
• 0 3 6-,' 6 P: ;n -days 4, hp- sol tc�qje value must 0,�� 276 in, lbs. or
'at a� stati:'9 zl�r Jevce fiepV and 1he
alctr,,;6 �tt,Gpt )' 3,or070R 7ale�at hebctorhei x 2 3 -�i�C4t-BP 3-9 styC
50 i
,jjq 11-1 r Z8 -e 3FiC) In, �bs, o, greatc-r a� ife de-v'Ce. dej-%t� arrJ tc- S")!!l tt�D,que� 'lalue, n-'ust -;e 3,- 1 t b
V"11'en thr, od is verfi�ca::�Y rc; stabdhzer Plate, the akoviaolkle �,v,-1,-r0-,g lc -,ad on a singka vl�-rtuca� f.re
ID' S S
r! I s i n I - -
-4 a f X�-'d or allarhablG -F.) c,'�ab'TzGf, troz-4 maximunn, uql a, singk� te �;-)r the- 11-iiaxil-nu?",
?.J�,%viablA�-
"sL;lIardaa::, :lbetwea:i '�C�ei`znntal.e'Ib-g�-
Rev
012, 15, 11
PAGE 4 /11
1 . Drill a 51:8" diameter hoie 5 1.2 deep. on a 90 degree angle oncenter ai anchor- location, for pilot stud ynto hole.
2. Drill two - 14" diameter holes 'M rock at 45 degree angles, using anchor head as a location gwde.
3, P'ace rod through the top of i'l i square tube and �;nto hole,
4, Rod rius' be driven into rock at least 24- m ot'cer to achieve minirnum aiiavable pullout res:starice,
5. Place the second rod thf-OLigh the top of the ren'ainjng tube.
6, Distance fi,om the SqUare Wblilg to the rack surface shall not exceed
APPROVED FOR SOLID ROCK ONLY Lj
Ak NOTE The maximun) allowable workin(
load of a single tit? ,or the maximum
allowable resultant load of 2 ties) is
3 150 lbs. between) 45,iti(3 90 degrees
from horizontal.
1. Drill a 21,32'* djamieter hole 4" mininIL011 from the edge of the s,ab or footing.
2. Place ransion head on slab and install 58* diameter bolt,
(Tighten bolt per manufacturers t:nstructions. r
1 9,V
7: L
A. Maximum load per anchor = 4725 ibs
8, Minimum slab area per anchor:
4" slab - 95 sf
6-slab- 65 sf
8" slab - 48 sf
I Concrete slab or footer must allow 4725 lbs, of vertical tension on anchor
NithOL11 lifting, assuming that the concrete vve:ghs ISO lbs per cubic foo!
2Concrete must be a mimmium thickness to aHow at least 2" of concrete
below botton-, of rod at anchor location,
1 Insert ,anchor into wet concrete so that the bottom of the anchor head is
flush with, the concrete,
t(D"D T, hEAUI
=7 '111r 777-1
A. Minimum anchor embedment - 5�00" v
ioLbsL XX B. Maximum load per anchor - 4725
C. Minimum slab area per anchor:
4" slab - 95 SF
6" slab - 65 SF
8" slab - 48 SF
E HE 4,D,7P-,S,,'N HEAD
NOTE: OTCAW & OTCAW10 are rebar anchors
Rev. 04". 15, 1 ' !
SIDEWALL AND LONGITUDINAL FRAME CONNECTORS MODEL# OTQC or OT 2002
Typical sidewall or -----(A°-
1011gitUdinal bracket
installed by home
n1aflUfaCtUrer.
Bolt and Nut
Quick Connector with
factory installed strap.
"I
STEP 1: tie sldp
I I -wail or Joqiwcrr)M t�racket i;)stallA by i)onlle '111auLifacturer, 1!,,sert boit -,brotigii hoe e i,,) Quick Cogvieczor tlieti ffirokqh hole bracket
STEP 2 : PLice nut on bolt and tighten. STEP 3 : Refer to strapping page for proper installation of strap.
Typical sidewall or
longitudinal bracket
installed by home
rnanufacturer.
Quick Connector with
factory ;nct,-416A strap,
STEP 1: Locate the sidewall or longitudinal bracket iristaked by home MXIL&Wturer, insert Quick Comiector mto brxket slot at 45 degree angle.
STEP 2 : Turn Quick Connector until locked into position. STEP 3: Refer to strapping page for proper installation of strap,
STEP 1: Locate the outside rim joist Underneath the hone.
STEP 2-, Position tile Sidewall Bracket so that the two t2, holes are centered or) tile joist and tile strap
slot is facing towards tile outside of the home.
STEP 3: Mark- the center of both holes and pre -drill two (2= pilot holes USinCJ a 1 5/64"drill bit.
STEP 4: Using a 9, 16' socket install two l2.� 3,& - 7 x 3" Lag screws into the two 0 pre -drilled holes to
secure the Side: all Bracket,
STEP 5: Refer toanchor anti strapping ir)Stallat101) ii)StrUctions for proper installation to anchor and Strap.
NOTE: The MoXin)LAM ailowable working load capacity of the OTSWB is 3150 lbs and shall withstand
50"' i overload {Al 2 5 lbsl.
Enlarged End View of I - Beam Floor
STEP I : Attach frame damp (hook,) inside top flange of home frame,
trap be -apping 1-bearW STEP 2: Places . tween tile frame and home shown. (wi
STEP 3: Pull strap fi(J atjaCj) t,) tllp
, 'jfjCfjor tPj)Sjojj Jjej(j' (Refer
to strapping pacle for proper installation of strap.)
NOTE: Thefi<vno tie has an allowable svoikmg load ,:)f 3150 IE)s,with no wore BEAM
thm 2'o elongation and shad withsrand a SfY,,joverfoad f,472S I bstolai1
TOIANCHOR
571ld-S :T,*EM*
STEP I : Thread frame tie strap through
buckle as shown.
STEP 2� Thread long end of strap
between the frame and floor of 1�3
STEP .3: Ensure proper strap tension.
{Defer to strapping page for
prof r installation of
NorE: The maximuni cdiowabkI working
i i lo6d (aj.sauty 4 the strap vvtiven through
sk,tin thbuckle is lb,. , wah no
more tf ian 20,, ..k�ngatwn ond shall
withstand o SW,% �;vf,rload 072-, lh,tonal
MANUFACTURED HOME
I BEM.' F R r'\ N I E_
450degrees
F�0 17)
GROUND LEVEL
OWN
Q
ciarip i'"�us,t als,-) bc- 10 0ie cpposite
.al'_'d b% the actl'c'd
Instali strap by Pushing the end of
tile strap between the inside of the
frame 1-bean) and the floor.
Position tile buckle at the upper end
of the I-beam frame. Wrap the end of
the strap thf'ough the slot in the
bu(kde as shown. Push tile end of
the strap in between the I-beam and
floor.
WTE:
k)ad Capocity of d fap vvovt's t ti u om III
the in t1o, buckle is :," 150 Q rs_vvrth f pj
and shall
I } The tensioning bolt can be inserted in the head
from) either sicie,
2) In areas of severe cold weather where possible
damage could occur from frost heave, the
homeowner should be prepareci to acijust tension
oil the straps to take LJJ) slack,
SWIVEL FRAME TIE
Model# OTSFT
PATENT 4 6,928,783,82
P)P C"AhAiP
�Part t 10TSFT:
t - Eq E AM, MAIN FRAPPE
1 =2'- 13 x 7'8
CAMAGE BOLT, HEX NUT
STEP 1: Place top clarnp over the top of the I -Beam,
STEP 2: Place the carnage bolt in the first exposed hole closest to the I -Beam, Jop clamp work's on I-Beani sizes 2 3i-4" through 4'.)
STEP 3: Attach the bottom clamp wpitla pre fabricated strap) by tightening the carriage bolt and hex nut.
STEP 4: The Swivel Frame Tie and attached strap should be installed perpendicUlat't() the 'll-Beaniwhen possible, however there is
an allowance of 7.5 degrees in either direction from perpendicular.
NOTE: DO NOTWRAPSTRAP AROUND FRAME. The rnaXiolUni allowable working load capacity of the OTSFT is 3150 lbs., with no more
than 2�,o elongation and shall withstand 50"-;) overload (4725 lbs''
OTianchorsand component5,,vffl perform at this design load regardless of the wind PreSSLffeS and distance from, the coastline.
provided that the nUnmer, location and spacing of the components is such that the design load of 3150 is not exceeded.
fe(r.lil�d botl� p"r"5, 1, 2 - "1 3 < "S k:�IrTixje NA")nd hex nut cf S AE !4_19 1 98SASTM --,tanda�d B63-M5 1994'.
A = Top jaw \'OT2001 UJ)
Extended Top Jaw (OT2001 LUJ)
8 = Bottom jaw (OT2001 L) of Swivel Clamp
with factory installed strap
["Troror_3
STEP 1: Slide top jaw over top flange on
the I -Beam then pall to secure.
STEP 2: Insert bottom jaw into slot of top
jaw at a 45 degree angle.
STEP 3: Rotate bottom jaw into lock
position with top jaw.
STEP 4: Refer to strapping page for
proper installation of strap,
NOTE; This frame clamp (Part P OT2001 UJ) was designed to be used on 2 3/4" (175") minimum flange width and 4" maximum flange width. The bottom
jaw of the clamp can swivel up to 10 degrees maximum, Frame Clamp (Part# OT2001 LUJ) for a double beam (2) - 4" flange welded bearyis application.
Rev. 04". 15 !1
0
STE F1 1: Attar h the lon(litudina I beam comieciors 'Ai or, t I ip botton I fial I oe of the I -beams iigl It er I beta In cor mectors V; it i I (.a rria9p bolt &
nut 2 turns pa,t hand ficila,
STEP 2: Sfick, dip !R; ovke,r bolt sand attach Swivel damp with I ccarriaacie halt & nut and tic hter I with standard hand TooK
STEP i: Refer to anchor and str,1Pj)im'1 installation inStfU(JiOIIS for piq)�,r installation to andmr and strap.
NOTE: I ; End fie -down, ;half be lucated within 24' of either side of chijsSk I.w'-an) <wx a,., refer to " bt,4ow,
2rr 't&:k,-t5 to J)e (orjneuked to ksoanr at proper dlsumlte fron'l 'indlor sc) that curtea strap angli-can bi?,iclueved.
TEXAS: OTLT must be instaHed a Inctimum of 5S deqreos from vertical.
CHASSIS BEAM,
24"
24"
— C: PREFABRICATED
TO STRAP
38,7 DEGREES
TOP VIEW of I -BEAM
'when foliowing the Texas taerserrr,. 'Standards,the in.,ctaflpr rlwt case thr,
nutribers and ankjle4 of longitudinal ties spedfied by tiw-Texas Genpfk
Standards. These staitdsrrds describe Ionyitwdinal angips mea,ure,d only
from the V(?rfital ties anqk?d downvvard from the 1-Rea;-fn, Th�, Texas
x Clenerif Standards do not alb,,v longauchnal ties to also tw Ssd-ways,
SIDE VIEW of I -BEAM -- -- - vvhn following the hoop inStsHatiOV) if)STf the ir`ISUIII�r MUSt USe
the r14Ar1bk?rS awd angles C4 the k)fIqitUCfit)aJ ties Sp -?Cif ed by The horse
installation instru,:ticms. The longJtudinal tie angles shall not exceed tire
limits of These ORT mstructions,
TABLE I
The maxit-nun) allowable Working foad capacity of the OTOC is 315011)5.,witff 110 more than 2",elongatic,n and shall withstand 50"- overload 4725 lbs.';f
Fiistenef re(JUITOd to*assertible both parts 0 1 4' and At 1 1, 2'- 13 x 7;1 "(:affiac1jebc-dt & hex nut, af-),tract of SAE 342c) 19851 coatdratl ASTM
standard B63 3-85 1re-approvt-d 1994i
Aj I kTjAM
j I I r Al2:10 -12M 4=19I92, MeMMU:2XIII
. ............
STRAP SPLICE
To lengthen, strap if) the field, a double crimp
seal is required. Overlap strap and List' tWO CriMp 2 Seats - 2 Crimps per seat
seals evenly spaced, with 2 crimps per seal,
Seals specifications: Type 1, Finish B, Grade 4,
Semi -opera crimp seals
Certified Galvanized Strapping
HUD requires that certified strapping must meet
ASTM specification, 07171 strapl.iingismarkedevery 12 inches.
SPLIT BOLT
Galvanized split bolt:
Oliver Te(finologies, lix.
Material: Type 1, Finish B, Grade I
I
5/&'x3"x5/8" sq. shoulder
Certified TO
Dimension of strappingI 1 i41 * Width,
1
With hexagon head, Standard
ANSI A225,1 ASTM D3953-91
.035 thickness + or -,005
....................................
J
national thread, shaft saw cut.
ENSURE PROPER STRAP TENSION:
A! Insert split bolt intoanchor head,attach loosely. PLilt strap past Molt sand cut strap leavinclapproximatety 12" of strap to
wrap onto bolt.
B) Insert tire strap end into the slot if) bolt until flush Witt) opposite side of bolt,
C) Using 15/16"wrench or socket; turn tire bolt, winding the strap sothat a minimum of four to five complete Wills are
made and the strap is adequately tensioned so that the anchor is firrniy against the stabilizing device in direction of pull,
Ail slack MLM be removed,
D) Hold the bolt Linder tension while tightening the nut, drawing the head of the bolt into the recess, continue to tightal
the nut until securely fastened,
NOTE: The tensioning bolt can be inserted it) the head from either side.
NOTICE: In areas of severe cold weather where possible damage COUld occur from frost heave, the homeowner should be
prepared to adjust tension of) the straps to take tip slack.
4%w
CUT
1),
Rev. 04". 1 5t 11
PAGE 110 , 1 1
DESIGN WIND - LOAD ZONES
ZONE 3
ZONE 3
NOTE: psf = pounds per square foot
STANDARD WIND ZONE 1 15 psf HORIZONTAL 9 psf UPLIFT
HURRICANE ZONE 2 39 psf HORIZONTAL 27 psf UPLIFT
HURRICANE ZONE 3 47 psf HORIZONTAL 32 psf UPLIFT
Rev. 04.15 11
Ulrich of TX, LLC
ULRICH
UIricbLifestyle.co SALES ORDER
CUSTOMER §Hjej0
DATE: 11/15/2025
Rick Frie 2712 Cardinal Dr, Grapevine, TX 76051 ORDER: IN00004836
2712 Cardinal Dr, Grapevine, TX Grapevine, TX 76051
76051 VIA: Fully Assembled Truck Delivery ORDER TYPE: Cash Sale
Grapevine, TX 76051 FROM WH: MAIN STORE. TX Fort Worth Store
+18178464004 TYPE: New Build SALES REP, Britney Kincade
SERIAL: BDR:
runnfvrzn@verizon.net
Configuration
8x10 The Heritage (Approx.9,65 ft. overall height)
Foundation & Framing: Signature
Security & Climate: Signature
Trlm*. Signature
Malls: Standard Shed , "gall floor or t-otop -ofwall,plate)
Siding: LP* Smart Panel
1: 36"M" Single Shed Door
Door Swing; Left Hand Outswing
2 Vertical Trim
Transom Window (White)
Anchor Package
Wood Fence Removal (Refer to No Surprise Fees)
Managed Permit Service Fee. excludes cost of actual
Amount'
BASE PRICE- $4,447.6V
TO�IITIli AL OPTIONS- $1,595.09-�
MSCOUNT (MILITARY ($5MOO)'
--
MGR DISC:
($302.14)
DISCOUNT (STORE VISIT
($345.00)-:
PROMO):
TOTAL DISCOUNTS:
($1,147.14)`
SUBTOTAL;
$4,895.56
SALES TAX* $403.88:
TOTAL ORDER: $5,299.44"
..........
0, 1111, ".1 1. IN I 1 ".1107* MR 1011jaw, IN, I il NO .01 iR 01.0111 110M 0 11
may cancel the order for a full roftd. In any case, incl-ading but not limited to errors and omissions, we reserve the Tight to cancel an order.
BY SIGNING TMS ORDER YOU ADMIXTRAT-YOU HAVE RE AD, UNDERSTOOD, AND AGREETO THE TERMS AND CONDITION&
Siz , WModel: 8x 10 The Heritage (Approx.9.65 ft. overall height)
Order: N00004836 Customer, Rick Frie
Exterior Colors
Foundation s Framing
Roofing. ShingleLight Brown
Drip Edge - Included
Siding Color- Palnt: $ Wool Skein
Synthetic Roofing Underlayment - Included
Trim Color: Paint- White
Floor Joists - 2x4 - 12 In. OC
Shed Door Panel Color: Paint: $ Wool Skein
Flooring - 5/8 LP ProStruct Smart Finish
Skids - 4x6
Position Wall Item
Wall Studs - 72 in, - 2x4 - 16 in. OC
1: 36"l Single Shed Door
Signature Hardware
Security & Climate
Door Swing- Left Hand Outswing
Shed Door Bolts - 6" Barrel Solt
2 Vertical Trim
Shed Door Handle - Ulrich HD Latch and Key
Transom Window (White)
Shed Door Hinge - 16" HD Security Hinge w/
carriage bolts
other Options
Residential Door Hardware - Standard
Kwikset Gold Hardware
Walls: Standard Shed Wall (76.5" floor to top of wall plate)
Shed Door Thresholds (N/A on Concrete
Sidirl Smart Panel
Slabs) - Diamond Plate
Anchor Package {of 4)
Eave Vent - Continuous
Wood Fence Removal (Refer to No Surprise Fees)
Hurricane Ties - None
Ridge Vent - Continuous
Wall Vents - None
Trim Level
Caulking - included
Fascia - 1x4
Overhangs - 6 in.
Roof Pitch - &12
Trusses - 2x4 - 16 in. OC
Corner Trim - 1x4