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FF'01111IH City of Zephyrhills PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BNC-001546-2021
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 03/25/2021
Permit Type: Building New (Commercial)
Property Number Street Address
1126 210010 02800 0040 5727 6Th Street
Owner Information Permit Information Contractor Information
Name: KAR KRAFT SERVICES LLC Permit Type:Building New(Commerciaq Contractor: PAUL D SCHAPER
Class of Work:New Construction CONSTRU ION, INC
Address: 29956 Moringmist Dr Building Valuation:$24,000.00
WESLEY CHAPEL,FL 33543-6748 Electrical Valuation:
Phone: (813)713-1420 Mechanical Valuation:
Plumbing Valuation: ��
Total Valuation.$24,000.00 Z�/
Total Fees:$240.00 /
Amount Paid:$240.00
Date Paid:3/25/2021 3:18:57PM
Project Description
CONSTRUCT 20 X 45 FT STEEL BLDGING W/SLAB
Application Fees
Building Plan Review Fee $80.00 Building Permit Fee $160.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
F 1
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received
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Phone Contact for?ermitting —
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Owner's Name ( Owner Phone Number -7�.3� �017(
Owner s Address S �i �J Owner Phone Number
Fee Simple Titleholder Name Af Owner Phone Number
Fee Simple Titleholder Address / r
JOB ADDRESS S7� [� U LOT#
SUBDIVISION PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM = OTHER E
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL
DESCRIPTION OF WORK • d i' fl l �l LUT�!.,n Vr/
BUILDING SIZE SO FOOTAGE HEIGHTsL
=BUILDING is VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ `�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION P
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO Z G
BUILDER COMPANY v � MC—
SIGNATURE REGISTERED Y/N FEEZURREN I Y/N Address License# a,5 9 V7
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y I N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN
Address License# n
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction, �
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stor mwater Plans w/Silt Fence installed, g��
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects 1
COMMERCIAL Attach(2)Complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new Construction.
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Slit Fence installed, q
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance !!it
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
Directions:
-• Fill out application
Owner&Contactorr sign sign back
of application,notarized
If over$2500,a Notice of Commencement Is required.(A/C upgrades over$7500)
Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades AIC Fences(Plot/Survey/Footage)Driveways-Not over Counter If on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to'deed'restrictions'which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the Intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block'of this
application for which they will be responsible.If you,as the owner sign as the contractor,that may be an Indication that he is not property licensed and Is
not entitled to permitting privileges In Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use In existing buildings,or
expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07.as amended.The undersigned also understands,that
such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a'certificate of occupancy'or final power release.If the project does not involve a certificate of occupancy or final
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior
to permit issuance In accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant,
have been provided with a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide'prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant Is someone other than the'owner",I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the'owner'prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT:I certify that all the Information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
Indicated.I certify that no work or Installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I
understand that the regulations of other government agencies may apply to the Intended work,and that it is my responsibility to Identify what actions I
must take to be In compliance.Such agencies Include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District,-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume'will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to Inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically Included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall Issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit Issued shall become Invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU END TO OBTAIN FINANCING,CONSULT
WITH YOUR LE QR AN ATTORNEY 13FFORE RECO- ING OF M CEMENT.
FLORIDA JURAT IF. 1 .0 )
OWNER OR AGENT CONTRACTOR
Su
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— �Natary Public — Notary Public P
Commission No. Commission No.
Name of Notary typed,printed ar stamped Name of Notary typed,printed or stamped
Otp y Erin Gipson
NOTARY PUBLIC WNCE
ZpRY l Erin Gipson
STATE OF FLORIDA o NOTARY PUBLIC
$" Comm#GG233116 5 STATE OF FLORIDA
�RCE I Expires 6/28/2022 Comm#GG233116
Expires 6/28/2022
SC7f,A(TER Construction
8949 Gall Boulevard, Zephyrhills, FI 33541
PH: (813) 782-0920 & (352) 567-8580 Fax: (813) 715-4875
STATE CERTIFIED BUILDING AND ROOFING CONTRACTOR#CB-0059817 and #CC-0058134
Serving Florida's Finest Homes & Businesses since 1976
02/15/21
Erik Todt
Kar Kraft
5727 6th Street
Zephyrhills,FL 33542
We hereby propose to supply materials, labor, and permits as necessary to:
GENERAL JOB DISCRIPTION
SCOPE OF WORK:
• Demo 211x20' existing concrete pad
s Install 20'x45' concrete area w/footers to support 24' Vertical A=Frame Enclosure
Our quote includes : Clean up of our work, supervision, all workers fully covered by Workers
Compensation, and general liability.
Schaper Construction will warrantee our workmanship and basic building materials
(manufactured products and fixtures are warranted by manufacturers) and issue any
manufacturers warrantee on all fixtures effective from installation date, after full payment for
all work or services.
Our quote does not include: HVAC, electrical,painting,plumbing, drywall work,wall finishes,
sod, sprinkler, of landscaping work.
NOTE:OUR QUOTE DOES NOT INCLUDE CORRECTION OF ANY EXISTING DEFICIENCIES,REPAIRS REQUIRED DUE TO
HIDDEN DAMAGE,OR UPGRADES REQUIRED BY GOVERNING AGENCIES.
ANY CHANGES OR ADDITIONAL WORK REQUESTED WILL REQUIRE A WRITTEN AND SIGNED CHANGE ORDER.
CHANGE ORDERS WILL BE PAID FOR IN FULL AT SIGNING.
ALLOWANCES:
• ADDITIONAL WORK AND COSTS ABOVE ANY STATED ALLOWANCES(if stated above)WILL BE PERFORMED AS A
TIME AND MATERIAL CHANGE ORDER,ABOVE AND BEYOND THIS AGREEMENT. SCHAPER CONSTRUCTION
LABOR RATE IS$38.00 PER HOUR. SUBCONTRACTOR WORK AND MATERIAL PRICES WILL REFLECT A 20%
CONTRACTOR FEE.
PRICE:. 24,000.00
Terms: payment terms
Pau4ar r representative)
Construction Manger
I accept the ab ve price and t ms.
Signed: Date
[3part]BASIC PROPSAL 1 of 1
FL Product Approval# Manufacturer Product
12765.8 JANUS Roll'Up Doors Model 750
9901.2 Tri County Metal Ultra Rib Panel Wall Panels
9903.3 Tri County Metal Ultra Rib Panel Roof Panels
12903 Pocahontas Aluminum DID 100 Insulated Side Hinged Door
17027.1 Pocahontas Aluminum Single Hung Window
Please call our:office once you have:received.your,permit.so.-'t at We may_'-proceei lth.Scheduling:
Helpful Tips
*All carports, open or enclosed,framework is a foot shorter that the overall dimension. For example
the foot print for a 18' wide x 20' long will be 18' wide and 19' long.
* Per engineering concrete pads must be poured 4"wider and longer than the footprint of the building
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Graded Dirt Alleyway(In-Use) SECTION 11 TOWNSHIP 26 SOUTH,RANGE.21 EAST
20'Platted Width Fnd Iron
S 25°17: 'E N 25°4550"W 74.75'M %"Rod PASCO COUNTY, FLORIDA
N 25°11'41"W NW Cor Lot 1 Z
50.15' 75.0'P 75.30'M Fnd lrat Pipe
Set isk �"l
in footer -
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'.:,°�•.•:: •. SURVEYORS REPORT:
' o I) THIS IS A BOUNDARY SURVEY.FOLIO#11-26-21-0010-02800-0040
L fo '" 2) LEGAL DESCRIPTION PROVIDED BY CLIENT.
g 3) BEARINGS SHOWN ARE BASED ON THE WESTERLY RIGHT-OF-WAY OF 6TH STREET,
I �7 7 `° (AS MONUMENTED)HAVING AN ASSUMED DIRECTION OF SOUTH 25°23'06"WEST AS SHOWN.
BLOCK 28 =. . a . 4) FIELD WORK PERFORMED ON SEPTEMBER 29,2020. as
5) ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED.
6) EXISTING FENCES MEANDER ALONG THE PROPERTY LINE UNLESS A DISTANCE TIE IS SHOWN. E.
T. 7) NO UNDERGROUND IMPROVEMENTS(CONCRETE FOUNDATIONS,WATER/SEWER LINES,ETC)
� z I a_ °o HAVE BEEN LOCATED DURING THE COURSE OF THIS SURVEY EXCEPT AS SHOWN.
` b o 8) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE POLICY AND O
- �
. Zo THEREFORE MAY NOT REFLECT ALL ENCUMBRANCES ON SUBJECT PROPERTY.
m I 9) THIS SITE LIES IN FLOOD ZONE"X",AS SCALED AND INTERPOLATED FROM FEMA MAP PANEL Z
NO.12101 C0456-F,DATED 9-26-14.THE DESIGNATION IS NO GUARANTEE THAT THIS PROPERTY
WILL OR WILL NOT FLOOD.INFORMATION IS FOR FLOOD INSURANCE RATE PURPOSES ONLY.
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C, Concrete Walk-in. : -- ' z
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10.0 CERTIFIED PARTIES:
16.00' O THIS SURVEY IS VALID ONLY TO THE CERTIFIED PARTIES
—J y: Shetaal x .5,J ry __j LISTED DIRECTLY BELOW AND IS NON-TRANSFERABLE.
6' W o THIS SURVEYOR WILL NOT CONDONE THE USE OF AN
"OWNERS AFFIDAVIT" 1N CONJUNCTION WITH THIS SURVEY.
_ 38.69 1. KAR KRAFT SERVICES,LLC,A FLORIDA LIMITED LIABILITY COMPANY
dI 2.FIRST NATIONAL BANK OF PASCO
#5727 ^
N 1-Story Block W 3. MERIDIAN TITLE COMPANY,INC
Commercial 4. OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
Built in 1952 C Q
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:2 9'I;Qt. :Lot 0
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50'P 5115'M l
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Set ORS,75°2p'16".E ,c.74:80':Nf_' : ::' Fnd Iron LEGAL DESCRIPTION:
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18.7' "LOTS 4,5 AND 6,BLOCK 28,CITY OF ZEPHYRHILLS,ACCORDING TO
" THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1,PAGE 54 OF THE Z0
PUBLIC RECORDS OF PASCO COUNTY,FLORIDA."
6th STREET
(20'Asphalt Roadway-•60'Right of Way by Plat)
S 25°23'06"E Bearing Basis:201.15 „BOUNDARY SURVEY"" DUPLICATION IS FORBIDDEN-COPYRIGHTED MATERIAL
PREPARED BY: SERVICES PROVIDED: htssuneytsnotvalidwttttouttbeElcvonicDtgttalr.
LeEend: slcnaf�ieof#he-belowSurye�orandlvla"`'er.
L4'Chainlink Fence N WM Water Meter M Measured(In-field) (�3�` JOHN TROELSTRUP LAND SURVEYING BOUNDARY SURVEY: TOPO&TREE SURVEY: 0;9;anya,,,°, p
6'WoodFence UPUtili Pole P Plat reference i s o":c=us,a=aon�nus.us.o=°mr�iswo.Psm, Date:�0�e 5 'OO�ri ( 3111 S.KINGS AVENUE ELEVATION CERTIFICATE: CONSTRUCTION LAYOUT: °" es.,��s naYa�MaPce,,�N=°n°n°e oOverhead Wire Reaso:iaves,mmoa«ua°r aa i�ky,�ry°nuts a°cvmzmCIR Capped Iron 5/8"Rod Fnd Found y BRANDON FLORIDA 33511 Platted Easement Set Pro er Corner °i 813 477-1872 WWW.JTLSINC.COM FINAL OR ASBUILT SURVEY: DESIGN SURVEY:
O
CODES AND STANDARDS ?" 2-
ANCHOR SCHEDULE „ Z y6 Iw a
1. WIND LOADS AS PER: + 2 1•^ .p -_ ry\ W
A.FLORIDA RESIDENTIAL BUILDING CODE 7TH EDITION(2020)WITH AN ULTIMATE DESIGN 112"DIA.EXPANSION BOLTS TO THICKENED p
WIND SPEED OF 150 MPH,EXPLOSURE B,NOMINAL DESIGN WIND SPEED EDGE FOOTING,2 1/2"EMBED - - N
OF 117 MPH,BUILDING RISK CATEGORY I. o p a p N N
STRUCTURE <140 MPH <150 MPH
2. ROOF LIVE LOAD DESIGN IS 20 PSF.
411
3. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: oon PosT ra
NNE P cs 'f1sk �'
METAL CONNEOR p n A.FLORIDA BUILDING CODE 7TH EDITION(2020). METAL CLIP ANGLE PLATE �iJ e� ti?' j yX UJ
40'WIDE 48"O.C. 36"O.C.
B.BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
(ACI 318/2014 EDITION).
Q
C.MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, TEE SPLICE CONNECTION
INSERTS&CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. END WALL
AWS.D1.41 LATEST EDITION FRAMING SCHEDULE
T- N
D.SPECIFICATION FOR THE DESIGN,FABRICATION&ERECTION OF END WALL MEMBER I Q N
STRUCTURAL STEEL FOR BUILDINGS.(AMERICAN INSTITUTE OF STEEL VERTICAL SPAN TYP.SPACING LU O
CONSTRUCTION)AISC 13TH EDITION(ASD). __J
14 FT TO 15 FT o 3'-6"O.C.(42"O.C.)
a¢n
4. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: NENaws,rF + + E""L"'
13 FT TO 14 FT o 4'-D"O.C.(48"O.C.) s R,oN RwsETMP. ,2ma vroneaeoLn r^ M
A.EXTERIOR WINDOWS,SLIDING AND PATIO GLASS DOORS SHALL BE TESTED 11'-6"TO 13 FT o 5'-0"O.C.(60"O.C.) <nr isGc,v —v To GRnoE nT°s•oc. V E
roevrva w<wELoso
BY AN APPROVED INDEPENDENT TESTING LABORATORY,AND SHALL BE — �eRNL z
LABELED WITH ANAPPROVED LABEL IDENTIFYING THE MANUFACTURER. 0 TO 11'-6" 0 6'-0"O.C.(72"O.C.) II nTr Toase wa ' 0 0
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION PE�MEr,D:,ws " - _ U
AGENCY,TESTING LABORATORY,EVALUATION ENTITY OR FLORIDA STATE WIDE — — rho�.nE _ uaeswaL ee J O
PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS - LCG' " moE —_
OF ONE OF THE FOLLOWING SPECIFICATIONS: °F E»c"oPVENr� w O OO
crnnoN nw,nooc.
ANSI/AAMA/NWWDA 101/I.S.2-97 OR TAS 202 BOW/BASE RAIL SPLICE �oen'�seruiL'"�.wz s�LY EXT �J. a�ucoNr.eo..a., J 0
1 oN cawnc,Eosyx-
ROOF BEAM SCHEDULE CONNECTION Ui LL I '-
B.EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY HELICAL ANCHOR z
IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQIRED CONNECTION CONCRETE SLAB CONNECTION - W Q)
DESIGN PRESSURE LOAD. , STRUCTURE TYP.SPACING
C.SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF I- �.-.
STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE ,�TSPCET Z O r
DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 115 OR TAS 201,202 AND 203. 0-20'WIDE 2.25 X 2.25 X 16 GAUGE ! T13GAf°R Pmuan Doan mu»EI
5. STEEL FRAMES SHALL BE Si'ACED NO MORE THAN 60"O.C.U.N.O.ON PLAN,ALL TUBE 20'-24'WIDE 2.25 X 2.25 X 14 GAUGE ,-. . I W
STEEL SHAPE STRENGTHS ARE 46 KSI STEEL.ALL CUPS ARE 36 KSI STEEL.
6. STEEL WELD STRENGTH SHALL BE 55 KSI TYP.ALL WELDS SHALL BE 1/8"MINIMUM s ar.r,sw,vrG�an yr ,w ale T X i.PLRa ) 1.
FILLET WELDS. �ImETOPosrlEwa soElN.oRUTER s g1JRbRllL W1H»�aia. sous. TroaF,EnnER.,XXXX7. ANCHORING BUILDING: EX - U
WTNaia,naara•�s _
2VlEM NOON RaL IG�+GwT N
A.BUILDING SHALL BE ATTACHED WITH HELICAL ANCHORS PER THE HELICAL ANCHOR DETAIL. cwPosiTET"e weovwscE rca"Eanc,LsaNcov,r.>Hi O '^ LAS
B.WHEN EMBEDDED INTO ASPHALT HELICAL ANCHORS OR 30"LONG#5 REBAR WITH A NUT ..- aPx�rro O ,0
WELDED TO THE TOP,SHALL BE INSTALLED AT 12"ON CENTER FROM EACH SIDE AND POST TO NONSTRUOTURALHEADER.BASE. J
THE BALANCE o56"ON CENTER. cS 95 RAIL OR WINDOW ML CONSNECTION DETAIL NONSTRUCTURAL HEADER OR WINDOWRAL
'$ TOPOSTCONNECTONDETAIL
SCALE:NT!
C.WHEN PBE CED ON A 4" FROM
SLAB,A /2"EXPANSION ANCHOR WITH 2-1/2 OFEMBEDMENTCRE mr-- __
SHALL BE INSTALLED 12"FROM EACH SIDE AND THE BALANCE o56"ON CENTER.CONCRETE SHALL
BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
o
8. ALL STEEL TO STEEL FASTENERS ARE TO BE 12-1401/4 HWU ULTRA-2 TCP3 CS. �.. 0
EXT G
9. EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER WILL HAVE 2 SCREWS ON EACH SIDE OF THE JOINT. h eaa µ :� +6GV n5•HSTCIWNLs ja. Z
£R EXXS -XSCXXSCET E TosEss Ga —
TR.usESIW'sPNJ) f
"A"FRAME TYPICAL 24 FT BOW SECTION E.c"ooH�ERa.Lo.c IIII U
40'FT MAX W
WALL AND OPENING PRESSURES 7+ r
COMPONENTS AND CLADDING(VASD)
OPENING TYPE HEIGHT WIDTH CODE TYPE MATERIAL PRESURE(PSF)
WINDOW 383/8" 37" 23 SINGLE HUNG `ALUM. +21.0/-23.0 E
:� ag
DOOR 96" 36" 5 -750 SINGLE CURTAIN STEEL *20.11-21.7 SEXES
DOOR 96" 72" S.-750 SINGLE CURTAIN STEEL +19.0/-20.8 IR"a __ SXSEEALr*
DOOR 96" 104" 5 -750 SINGLE CURTAIN STEEL +18.61-20.3 TOGWtE v To Ci�n°s 11J
Nore.FCR llff OOORTO LEON Tfr SDP.
T£WRLL EASTBEAT LEASTTV
DOOR 96" 120" S.-750 SINGLE CURTAIN STEEL +18.2/-20.1
DOOR 96" 144" S.-3100 SINGLE CURTAIN STEEL +18.1/-19.8 "A"FRAME FRONT WALL FRAMING "A"FRAME SIDE FRAMING DETAIL
O W LL
-PROVIDE BARRIER BETWEEN ALUMINUM AND STEEL TO PREVENT CORROSION 40'FT MAX O > Q
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CONNECTOR SCHEDULE N RIZONTAL,PGA Tj` W F (n
BEAMS 25%2.5"14GA - - Q Q'Q O
NG FROM TY mg w U ,^ J W J
TYPE
CONNECTION 0 LENGTH MATERIAL SPACIO
EACRFR P.SPACING s c XEEXXEE ; Lu-- ag �/1 < Q > (,
METAL SIDING ROOF 1/4" 3/4" SELF TAPPING GALV.MTL SCREW 1-1/2" 0 10"O.C. -T = LJ Q Z
scA Bow PosT W
METAL SIDING WALL 1/4" 314" SELF TAPPING GALV.MTL SCREW 1-1/2" 0 10"O.C. o*' 0
TOGRamEG
TUBE TO TUBE 1/4" 3/4" SELF TAPPING GALV.MTL SCREW (2)SCREWS 24'-0"MAX�
EA.TUBE I
DESIGN DATE: 01/07/2021
"A"FRAME END WALL FRAMING "A"FRAME SIDE FRAMING DETAIL
REVISION 1: DATE PAGE
REVISION 2: DATE
SCALE: NTS