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20-22743
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22743 BUILDING PERMIT SINGLE FAMILY RESIDENTIAL PERMIT INFORMATION LOCATION INFORMATION - Permit#:22743 Issued: 4/16/2020 Address: 7852 KAY MARIE AVE LOT 311 Permit Type: ALUMINUM ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 59,800.00 Total Fees: 570.00 Subdivision: GRAND HORIZONS Amount Paid: 570.00 Date Paid: 4/16/2020 Parcel Number: 34-25-21-0180-00000-3110 CONTRACTOR INFORMATION OWNER INFORMATION Name: B&H CONSTRUCTION OF CENTRAL FL IN Name: KNUPP HAROLD G & KLUG LISA LEE Addr: 4025 MORRIS BRIDGE RD Address: PO BOX 1802 ZEPHYRHILLS, FL 33543 HAINES CITY, FL 33844 Phone: (813)782-1064 Lic: Phone: (330)207-0130 Work Desc: CARPORT, SHED , RAISED SUNRM W/WOOD DECK , CONCRETE AND STEPS APPLICATION FEES BUILDING FEE 502.50 ELE TRI AL FEE 67.50 f✓ ' 1 1/7;/ �-bl) Inspections Required FO TER FINAL SLAB SHEATHING RAISED SLAB DRIVEWAY FRAME ELECTRICAL ROUGH 1ST ROUGH PLUMB 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 such subsequent reinspection.REINSPECTION FEES: 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 permits 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 and 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. CON-TRACTORS SIGNATURE PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2020056372 OR BK 10080 PG 1162 Page 1 of 1 04/01/2020 01:41 PM Rcpt:2150227 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Permit Number Parcel ID Number 34-25-21-0180-00000-3110 NOTICE OF COMMENCEMENT State of Ftori County of �1.3Gc THE UNDERSIGNED hereby gtves notice that improvements will be made to aerlakd real properly,and In accordance with Sedan 713.13 of ft Florida Statutes,the(clawing hdannatlan is provided In this NOTICE OF COMMENCEMENT. 1.Deecdption of property(legal descrWian): 34-25-21-0180-00000-3110 e)shed(toa)Address: ,7$52Kay .3yg,.ZePhYttiills, FL.33541 2,0eneral description oftmprovementr, Carport,Shed,Sunroom on Wood Deck,Covered Wood Deck,Concrete and Steps _ 3.Owner information or Lessee totonnaffan H ilm Lesson acatraeted thrthe Improvement: a)Name andaddrasa: Harold&Lisa Knupp, PO Box 1802 Haines City, FL 33844 b)Name and address of fee simple t!lleholder(if different than Owner listed above) — e)Interest in property: 44oribnlctar Mfomuallon a)Name aid addfasS: Greg Beebe/B&H Construction of Central Florida,Inc.,4025 Mortis Bridge Rd.,Zephyrhhis FL 33543 b)Telephone No.: 913-782-1064 Fiat No.;(opWrtai} LSur6ty(d applicable,a copy of the payment band Is attached) a)Name and addross: b)Tetaptane No.: c}Amount of Bond: IL Leader a)Name and address b)Telephone No.; _ 7.Parsons within the State of Florida designated by Owner upon wham nolloes or aftr documents may be served as pm triad by Sedan 713.13(1)(a)7.,FtoddaStetulea: a)Name and address: b)Telephone No.: _ _ Fax No.:(opflonai} Wnaddittant;ohtmsotfartsefstitf.Ovmadeslgtta8ea _ to receive a copy of the Liermi s Notice as provided in Sedan 713.13(1)(b),Florida Statures. b)Phone Number ofParsatorantriydestpgWbyOwnar: S.ExpbWon date of nodco of eomnuirra riant(the expiration date may rot be bebre the completlon of catatfudon end final parmord to the contracts,bud will be 1 year f m the date of leco dlrg unless a differerddale is specified): 20 WARfBNG TO OWNER;-ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER M,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT iN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT BUST BE RECORDED AND POSTED ON' THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under peneay of perjury,I declare l Tat i have read the foregoingnatollas alcommencement and that the fads stated therein are We to the best army- Iatoxled a_g� jsgrrrrhoe��oty,rq�n/�e/m�tassee' or t,essaes(Amhmm�f019orrlD�fa Marmper} TUN-) The The rqt�tnsbttmumt was acknowl before rep tlga _j� day of f — ,.-�^ 20 2A mid�.ft^t ?�} ._. Jam( { -' — fHpectaeHm�ty eg.alfiw int�t atmrnaY>ntacla TOT ^ r!;,,7;ua!/nnnnl� ItYPeotautlmrlty,...eA.olrlra.trustea.e�c�gpinhdl for --� (name of pelyr on atwhom InsUementwes execettod}, Pmwaily Kn Produced ID Type 0f ID ,CT. Notary Signdme Print name SIARON a,SUMNER A s' MyCOltT,WjW#GG 111142 EtP>t,ldgr22,2021 Bpded Tbrr Nod�r RbYc Underwttets s r�o , City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: (� Date Received: Site: 25 5-2 Permit Type: 4 Q4W Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept '.th-the p�and/or plans. APR 0 7 2020 � Kalvin S z —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 813 782 1064 owner's Name Harold Knupp Owner Phone Number owner's Address PO BOX 1802 Haines City FL 33844 owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 7852 Kay Marie Ave,Zephyrhills,FL 33541 LOT# 311 SUBDIVISION Grand Horizons-Phase Four PARCEL ID# 34-25-21-0180-00000-3110 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADD/ALT � SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK Carport, Shed, Raised Sunroom on Wood Deck, Concrete and Steps BUILDING SIZE SQ FOOTAGE 925 HEIGHT BUILDING $5J9,000 1 VALUATION OF TOTAL CONSTRUCTION D6ELECTRICAL $800.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION I/1�1�ti =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER •�� •' COMPANY• •B&H Construction of Central Florida,.Inc. . SIGNATURE `` REGISTERED I Y/ N FEE CURREn I Y/N Address 7� tS� Z YI/ - License# I CBC057782 ELECTSIGNARICIAN � J COMP /NY Lllley Ai Rn r COnditionREInc. REGISTERED Y/N Address 4141 Drane Field Road, Lakeland, FL 33811 License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn I Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn I Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIttllllllllllllllllllllllllllllllttlllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionstlarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor 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 Attorney(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 A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 613-780-0020 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 properly licensed and Is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES 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 9D-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 1,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 instailation 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,WaterlWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & 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 Hill 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,1 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(9D)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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTQRNEY BEFORE RECORDING Y UR ICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or airrmed)before ma this bscribed and swo o r ffi d)b fare me this by by ��/ Who is/are personally known to me or has/have produced Who isfare personally know&th or hasthave produced as identification. as identification. Notary Public Notary Public Commission No. Commissio Name of Notary typed,printed or stamped Name ed,printed or stamped X P& Not:Ca State of FloridaCraMy on GG 221709omop Exp /2022 °wd�,'1,+v • Plan Review Modular Home Set-ups and Aluminum Packages 1) All-property markers shall be exposed and clearly marked at time of first inspection. 2) All setbacks shall be.met. 3)All garages shall comply with section 309-.2 (Fire separation ): . 4)Access shall.be made available at time of'inspection. 5) Manufacture specification manual, approved plans and permit shall b- available at time of inspection. 6) No electric, plumbing, mechanical or framing is to be covered without inspection and approval first. 7) R.O.W: Use permit required for driveways, on public streets. 8) At least 10' separation-between other units in unplatted locations. 9)All work:shall comply.with the F.H.C; 6t. edition and the 2014 N.E.C. 10) Clean-outs shall be installed per code. R.O.W. - Right Of Way F.B.C. - Florida Building Code N.E.C. - National Electric Code 813-780-0020 Permit#22743 City of Zephyrhills Permit Application Fax-813-780-0D21 Building Department Date Received - �a�a Phone Contact for Permitting 813 782 1064 Owners Name Harold Knupp Owner Phone Number Owner's Address PO BOX 1802 Haines City FL 33844 Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I - JOB ADDRESS 7852 Kay Marie Ave,Zephyrhills,FL 33541 LOT# 311 SUBDIVISION Grand Horizons-Phase Four PARCEL ID# 3Z5-21-0180-00000-3110 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL = DESCRIPTION OF WORK Carport, Shed, Raised Sunroom on Wood Deck, Concrete and Steps(Revision) BUILDING SIZE I SQ FOOTAGE 925 HEIGHT BUILDING $59,000 VALUATION OF TOTAL CONSTRUCTION [56ELECTRICAL $800.00 AMP SERVICE = PROGRESSENERGY = WR.C: =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 _ =GAS = ROOFING 0 SPECIALTY = OTHER s�>f FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO r r BUILDER COMPANY I B&H Construction of Central Florida Inc'. SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address /C� !� License# I CBC057782 ELECTRICIAN COMPANY Lilley Air Conditionin Inc. SIGNATURE / REGISTERED I Y/ N FEE CURREN Y/N Address 4,'Al Drane Field Road, Lakeland, FL 33811 License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN LZI N Address License# IIIIIIIIIIIIII11111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor 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 Attorney(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 A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received Site: Permit Type: Approved w/no comments:El Approved w/the below comments: 0 Denied w/the below comments: ❑ I A�/ of ae f ell r This comment sheet shall be kept with the permit and/or plans. JUN 7M Kalv witzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) J x x BCIS Home Log In User Registration f Hot Topits I Submit Surcharge Stats&Facts Publications Contact Us I BCIS Site Map Links Search Ud Product Approval r USER:Public User Product Aporoval Menu>Product or Aoolicotion Search>Aooiication List>Application Detail FL# FL15012-1116 Application Type Revision 'Code Version 2017 Application Status Approved Comments Archived C7 Product Manufacturer C.H.I.Overhead Doors Address/Phone/Email 1485 Sunrise Drive Arthur,IL 61911 (217)543-2135 Ext4273 windloadengineering@chlohd.com Authorized Signature Pat Hunter windloadengineering@chiohd.com Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -•— f..l Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Sohn E.Scales -the Evaluation Report - - --- Florida License PE-51737 Quality Assurance Entity =- Architectural Testing,Inc.,an Intertek Company _- - Quality Assurance Contract Expiration Date 12/31/2020 Validated By _ - - Gordon-Thomas, P.E. 1 Validation Checklist-Hardcopy Received Certificate of Independence FL15012 R6 COI Cert of Ind Scales 2nt 8 rt pd Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 DASMA 108 2012 DASMA 108 2017 DASMA 115 2012 DASMA 115 2017 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/18/2018 Date Validated 06/20/2018 Date Pending FBC Approval 06/26/2018 Date Approved 08/15/2018 Summary of Products Go to Page 1® Pagel(2 FL# Model,Number or Name Description 15012.1 kfL;2140,2141,2240,2241,2150, 06'-00"to 09'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 415],4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use In HVHZ:No FL15012 R6 II Jamb Attachment Drawinas s.vdf Approved for use outside HVHZ:Yes FLI5012 R6 II Z4-09-013L6 s.vdf Impact Resistant:No Verified By:John E.Scates,PE FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rffl&oan r6 s odf ANSI/DASMA 108.Z4-09-013L6 Residential Pan 09'-00"wide Created by Independent Third Party:Yes @+23.2/-26.2 PSF,see drawing for additional widths and pressures. 15012.2 kgL;2140,2141,2240,2241, 06'-00"to 10'-00"wide by 20'high steel sectional door with 2150,2151,2250,2251,2550, or without polystyrene insulation. 2551,4140,4141,4240,4241, 4150,4151,4250,4251,5240, 5241,5250,5251,5940,5941, 5950,5951 Limits of Use Installation Instructions Approved for use In HVHZ:No 171-15012 R6 II Jamb Attachment Drawing£s.odf Approved for use outside HVHZ:Yes FL15012 R6 II Z5-09-013L6 s.odf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rapt pan r6 s odf ANSI/DASMA 108,ZS-09-013L6 Residential Pan 09'-00"wide Created by Independent Third Party:Yes @+27.3/-30.8 PSF,see-d_r_awmg for additional widths and --- pressures. - '- 15012.3 khi;2i40,2141,2240,2241, 09'-00"to 06'-00"wide by 20'high steel sectional door with -215T 2151,2250,2251,2550, or without polystyrene Insulation.— ---- 2551,4140,4141,4240,4241, •4150,4151,4250,4251,5240, - 5241,5250,5251,5940,5941, 5950,5951 Limits of Use Installation Instructions - Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawinas s.vdf Approve- o s soffit --fer- - -FL II i - '1 -- - --� -� Impact Resistant:Yes Verified Byc John E.Scates,R .FL- 173 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for potential"code-plus" Evaluation Reports applications.Large Missile impact(9 pound missile)and FL15012 R6 AE FL15012 Eval Rept van r6 s.vdf cycling tests conducted in accordance with ANSI/DASMA 115. Created by Independent Third Party:Yes Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108.Z61-09-01507,Residential Pan 09'-00" wide @+32.0/-36.2 PSF see drawing for additional widths and pressures. 15012.4 WL;2140,2141,2240,2241,2150, 06-00"to 09'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251, 5940,5941,5950, 5951 Limits of Use Installation Instructions Approved far use in HVHZ:No FL15012 R6 II Jamb Attachment Drawinas s.odf Approved for use outside HVHZ:Yes FLI5012 R6 11 Z7-09-013L6 s.odf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other.Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rent pan r6 s.pd ANSI/DASMA 108.Z7-09-013L6 Residential Pan 09'-00"wlde Created by Independent Third Party:Yes @+36.0/-40.6 PSF,see drawing for additional widths and pressures. 15012.5 kkL;2140,2141,2240,2241, 081-00"to 14'-00"wide by 20'high steel sectional door with 2150,2151,2250,2251,2550, or without polystyrene Insulation. 2551,4140,4141,4240,4241, 4150,4151,4250,4251,5240, 5241,5250,5251,5940,5941, 5950,5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS012 R6 11 Jamb Attachment Drawinos s,.od Approved for use outside HVHZ:Yes FLI5012 R6 11 Z9-09-013L6 s.r)df Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windioad applications Evaluation Reports. and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept pan r6 s.Dd ANSI/DASMA 108.Z9-09-0131-6 Residential Pan 09'-00"wide Created by Independent Third Party:Yes @+44.3/-51.5 PSF,see drawing for additional widths and pressures. 15012.6 Id;2140,2141,2240,2241,2150, 06'-00"to 10'-00"wide by 201 high steel sectional door with 2151,2250,2251,2550;2551, or without polystyrene Insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use In HVHZ:No FL15012 R6 11 Jamb Attachment Drawings s.gdf Approved for use outside HVHZ:Yes FLI5012 R6 11 f Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested In accordance with ASTM E330 and FL15012 R6 AE FLIS012 Eval Reot oan r6 s,pd ANSI/DASMA408.Z3-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+19.5/-22.0 PSF,see drawing for additional widths and pressures. 15012.7 le;2140,2141,2240,2241,2150, 06-00"to 11'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene Insulation; 4140,4141,74240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No Fl-15612 R6 11 Jamb Attachment Drawings s-xdf Approved for use outside HVHZ;Yes FL15012 R6 11 Z4-10-01306 s.pdf Impact Resistant:No Verified By:John E.Scates,RE.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for-windload applications Evaluation Reports and have been tested In,accordance with ASTM E330 and FLIS012 P6 AE FL15012 Eval Rent pan r6 s.pd ANSI/DASMA 108.Z4-10-01306,Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+23.2/-26.2 PSF,see drawing for additional widths and pressures. 5012.9 If; 2140,2141,2240,2241,2150, 06'-00"to.12'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without-Polystyrene Insulation.-PQ1ystyreL_ 414A, 141'424n.4II;)41.,4j 4151,4250,4251,5240,5241, 5250,5251, 5940,5941,5950, 15951 Limits of Use Installation Instructions Approved for use in HVHZ:No EL15012 R6 11 Jamb Attachment Drawings s.pdf Approved for use outside HVHZ:-_Yg.s.- FLIS012 R6 11 ZS-10-01306 s.nd Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rent pan r6 s.pd ANSI/DASMA 108.Z5-10-01306 Residential Pan 10'-00"wide Created by Independent Third Party:Yes @+27.3/-30.8 PSF,see drawing for additional widths and pressures. 15012.9 Ig;2140,2141,2240,2241,2150, 06-00"to 10'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene Insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, wide @+46.9/-54.1 PSF,see drawing for additional widths and pressures. 15012.14 re;2140,2141,2240,2241,2150, 13'-00"to 16'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene Insulation. 4140,.4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS012 R6 II Jamb Attachment Drawings s odf Approved for use outside HVHZ:Yes FL15012 R6 II Z3-16-01306 s,pdff Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Revt van r6 s odf ANSI/DASMA 108.Z3-16-01306 Residential Pan 16-00"wide Created by Independent Third Party:Yes @+18.7/-20.8 PSF,see drawing for additional widths and pressures. 15012.15 reL;2140,2141,2240,2241,2150, 13'-00"to 16-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene Insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s odf Approved for use outside HVHZ:Yes FL15012 R6 II Z3-16-0131-6 s.vdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL,15012 R6 AE FL15012 Eval Revt van r6 s odf ANSI/DASMA 108.Z3-16-013L6 Residential Pan 16-00"wide Created by Independent Third Party:Yes @+18.7/-20.8 PSF,see drawing for additional widths and pressures. 15012.16 rf; 2140,2141,2240,2241,2150, 11'-00"to 16-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawings s odf Approved for use outside HVHZ:Yes FL15012 R6 II Z4-16-01306 s.vdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for wind loa-d-a ppi ications Evaluation Reports -- -_ and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept van r6 s vdf ANSI/DASMA 108.Z4-16-01306 Residential Pan 16'-00"wide Created by Independent Third Party:Yes - @+22.2/-24.7 PSF,see drawing for additional widths and - - - pressures. --- 15012.17 rfl;-2140,2141;2240,2241,2150, 16'-00"to 10'-07"wide by 20'high steel sectional door wit -- 2151,2250,2251,2550,2551, or without polystyrene insulation. - 4140,4141,4240,4241,4150, - ---..l -4t51y 4250,42§�=5249;5241, = - - 5250,5251,5940,5941,5950, 5951 - Limits of Use Installition Instructions Approved for use in HVHZ:No FL15012 R6 II Jamb Attachment Drawing s.vdf Approved for use outside HVHZ:Yes FL15012 R6 II Z4i-16-01507 s.vdf Impact Resistant:Yes Verified By:John E. Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for potential"code-plus" Evaluation Reports applications. Large Missile impact(9 pgin-d missile)and. FL15012 R6 AE FL15012 Eval Reot van r6 s vdf cycling tests conducted in accordance with ANSI/DASMA 115. Created by Independent Third Party:Yes Static tests conducted in accordance with ASTM E330 and ANSI/DASMA 108.Z4i-16-01507 Residential Pan 16'-00" wide @+22.2/-24.7 PSF,see drawing for additional widths and pressures. 15012.18 rg; 2140,2141,2240,2241,2150, 11'-00"to 16-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use In HVHZ:No FL15012 R6 II lamb Attachment Drawings s-odf Approved for use outside HVHZ-.Yes FL15012 R6 11 ZS-16-01306 s.r)df Impact Resistant;No Verifled By:John E.Scates,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other;Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FL15012 Eval Rept pan r6 s.gd ANSI/DASMA 108.Z5-16-01306 Residential Pan 16-00"wide Created by Independent Third Party:Yes @+26.2/-29.1 PSF,see drawing for additional widths and pressures. 15012.19 rh;2140,2141,2240,2241,2150, 11'-00"to 17'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use In HVHZ:No FLIS012 R6 11 lamb Attachment Drawings s.gdf Approved for use outside HVHZ:Yes FL15012 R6 11 Z6-16-01306 s.ndf Impact Resistant:No Verified By:John E.Scales,P.E.FL-51737 Design Pressure:N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FLIS012 Eval Rept pan r6 s.nd ANSI/DASMA 108.Z6-16-01306 Residential Pan 16-00"wide Created by independent Third Party:Yes @+30.1/-33.5 PSF,see drawing for additional widths and pressures. 15012.20 rhl;2140,2141,2240,2241,2150, 10'-00"to 20'-00"wide by 20'high steel sectional door with 2151,2250,2251,2550,2551, or without polystyrene Insulation. 4140,4141,4240,4241,4150, 4151,4250,4251,5240,5241, 5250,5251,5940,5941,5950, 5951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL 5012 R6 11 Jamb Attachment Drawings s.Dd Approved for use outside HVHZ:Yes FL15012 R6 11 Z15-1 -0131-6 s.pdf Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737 Design Pressure: N/A Created by Independent Third Party:Yes Other:Sectional doors provided for windload applications Evaluation Reports and have been tested in accordance with ASTM E330 and FL15012 R6 AE FLIS012 Eval Rept pan r6 s.r)d ANSI/DASMA 108.Z15-16-0131-6 Residential Pan 16-00"wide Created by Independent Third Party:Yes @+30.1/-33.5 PSF,see drawing for additional widths and pressures. Go to Page Pagel/20 0 Contact 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility statement Refund Statement Under Florida law,email addresses are putifir-records.-If.you do not want your e-mail address released In response to a public-records request,do notsead-electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if-they have personal one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a - are-a rsonal address,please-provide the email address which can be made available to the public.To determine if re a licensee timleeChapter-- 455,F.S.,please click hem. Product Approval Accepts. Credit Card Safe I I. F P PStrong-Tic. keep each area clear of Anchor ITW Tapcon or Tapcon LDTor Sian son _ ITW Ramset/Redhead Tapcon,114"diameter,minimum 3.5' 1 ng with washer that conforms to ANSI B18.22.1 type B. any back jamb ITW Ramset/Redhead Large Diameter Tapcon,3/8"diamete, inim l in 4"long with washer that conforms to ANSI 1118.22.1 type B. attachment fasteners 1 Simpson fiiten HD,3/8"diameter,minimum 4"long with w h that conforms to ANSI B 18.22.1 type B. / 3" Simpson Wedge-All,3/8"diameter,minimum 4"long with her that conforms to ANSI B 18.22.1 type B. g„ tD When applying back jambs over dry wall or other non struct rail wall covering.use longer fasteners to insure minimum embedment required header This chart applies to wood species with specific gravity great r than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP). See chart for minimum washer diameter. Washer diameters i n hart are based on use of Spruce Pine Fir. Washers may be 10%smaller.when Southern Pine is used. s" See chart for minimum edge distance required. Lowest anclu it o be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. .FASTENER SPACING(inches) 2500 psi concrete Filled CMU Simpson ITW Tapcon Strong Tie DOOR WIDTH(If'et and inches)at a given DESIGN PRESSURE(PSF) 1 4" 1 4" 3 8" 3/8 3/8" 3 8" 14'psf 17 sf I 20pVf 24 sf 28psf 32 sf 36 sf 40 Sf 44 sf 48 sf I 53 sf S8 sf 63 sf 69 sf 75 sf 74!-114'-7 93 sf 24 24' 24 24 24 24 22'-9 18'-9 iS'41 13'-3 IV-4 9'-11 V-10 7'-11 7'-3 V-7 V-0 S'-6 S'-0 V-7 V-3 n/a n/a 24 22 24 24 24 24 ZV-3 20'-0 17'-0 14'-1 1V-1 IW-7 9'-S 81-6 7'-8 T-0 6'4 5'-10 S'-4 4'-11 4'-6 n/a n/a 24 20 24 24 24 16 26'-6 21'-9 18'-6 1S'-5 13'-3 11'-7 10'-3 9'-3 8'-S 7'-8 7'-0 6'-4 S'-30 5'-4 4'-113'-I3 24 18 24 22 24 16 28'-10 23'-9 20'- 16'-10 14'-5 1Z'-7 11'-2 10'-1 V-2 8'-S 7'-7_ 1 6'-5 S'-10 5'-4 4'-4 24 17 24 '20 24 16 31'-9 ZV-Z 22'= 18-6 1S'-i0 13'-10 12'-4 IV-1 1W-1 T-3 8'-47'-8 7'-0 6'-S 5'-11 1 4`-9 24 15 24 18 1 24 16 34'-3 28'-2 1 24' -20'- 17'-1 1S'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 1 7'-7 V-11 6'-4, V-11 5'-6 5'-1 24 15 24 17 16 16 36-3 29'-10 2S' 21'- 18'-1 IS'=10 14-1 12'-8 1i'_-6 10'-7 9'4 '8'-9 8'-0 7' I 5'-9 6'-3 S'-10 S%S Highest anchor installed at 22 13 24 16 16 8 __n/a 32`-3 27 22'4 19'-7 17'-1 15'-2 43'4 12'-S 11'-S 10'-4 9%5 8'-8 7`-11 T-3 6'-9 W-3 S'-10 least as high as door opening. o 21 13 24 IS 16 8 n/a 33'-10 28'- 24'-0 20'-6 1 18'-0 16'-0 14'4 13'-1 12'-0 10'-10 9`-11 9'-i 8'-4 7'-8 7'-1 6'-7 6'-2 19 12 24 14 16 8 n/a n/a. 31' 26'- 22'-5 19'j7' 17'-5 15'-8 14'-3 13'-0 IV-10 1W-9 9'-11 9'-1 V-4 7'-8 7'-2 V-8 Anchors to n evenly spaced between 16 10 24 12 16 8 tt a n a 36' 30'- * i . . , , the header and the floor. 1 1 . 25'- 22'6 ;ZO-0 ,18'-0 16`-4 15-0 13-7' 12'-4 ii-S 10'-5 9`-7 8'-30 8`-3 7'-8 16 30 24 11 8 8 h/a n/a n/ 31'- 1 27'- 23'9 •21'- 19'-0 17'-3, 15'-10 14'-4 13'-1 12'-1 111-0 30'-1 9'-4 1 8'-9 8'-2 14 $ 1 24 1 10 8 8 n/a n/a I nJ 3V- SO%. 26'- 0 73'-ib 121-5 19'-6 17'-10 IV-2 1W-9 1 IV-7 IZ'-S IV-S 10'-7 9'-10 9'-2 12 7 1 20 9 8 8 n/a n/a of n/a n/a! In/an/a 24'-$ 22'-5 20'-7 18'-8 17'-0 15'-8 14'-4 13'-2 12'-2 IV-4 10'-7 11 7 20 8 8 8 n/a n/a n/ n/a n/a 25'-6 Z3'-2 2V-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 2x6 structural grade lumber. 10 6 17 7 8 n/a n/a n/a n/ n/a' n/a n/a 2$'-9 26'-2 24'-0 21`-$ 29'-10 1$'•3 16'-$ 15'-4 14'-2 13'-2 iZ'-4 May be counterbored up to 3/8"deep 9 n/a i6 6 8 n/a n/a n/a nJa n/a n/a 32'-0 29'-i Z6'-B 24'-1 22'-0 ZO'-3 1V-6 17'-0 15'-9 14'-8 13'-9 at eachanchorlocationtoprovidea flush mounting surface. 8 n/a 13 6 n/a n/a n/a n/a n/ n/a n/a n/a n/a 30'41 28'-O ZS'-7 23'-6 21'-6 19'-9 18'-3 17'-0 IS'-11 n/a n/a 12 n/a n/a n/a n/a n/a nj n/a n/a n/a n/a n/a 32'-4 29'-7 27-3 1 ZV-10 2 -10 ZI'-2 1 19'-8 1 18=5 0 4 2500 psi concrete Filled CMU 14p7f 17psf 20p f 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 7Spsf 81psf 87psf 93psf First anchor to start at no more than ITW Tapcon ITW LDT TNo Weds- DOOR WIDTH(feet and Inches)at a given DESIGN PRESSURE(PSF} half the fastener spacing distance and 1/4" 1/4" 3j8" 3/8" 3/8" 3/8" FASTENER DIAMETE4 no less than the minimum edge distance. 1.75"!319# 75" 2.S" 2.5" 2,75" 2.68" EMBEDMENT LENGTH, o j8" 1-1j2" i" 1-ij8'1-1J8"WASHER DIAMETER 2-1/2 1/2" 3" 3" 4" 4" EDGE DISTANCE Supporting structural elements shall be designed by a registered S08# 8S9# 371# 480# 340# FASTENER LOAD CAF " r professional engineer for wind leads in addition to other loads. �1�111 , This drawing does not address the jambiwall design;but only door \\\\ F- s /// attachment Jamb/wall construction is shown only for illustration `N .110 ,'�f ///A purposes. The building designer is responsible for ensuring that the Digitally signed by John E.Scates P.E. �` ���.Ltif'��a�i��. jamb/wall is sufficient to carry the door live and slack toads This drawing does not address the spring pad connections. Registered Manufacturer's installation instructions must be followed Date:2018.02.07 15:11:58-06'00' No.M737 a professional engineer may approved an alternative design. Maximum spacing shown in chart �OQ SCALE Lesser spacing maybe used to avoid interference with d o hard are John E.Scates,P.E. *: * • none and or fastening system,but not less than 6". 12560 King Arthur,Ste 124-54 "",.�O�� STATE OF i Load per jamb W 0.5 x door width x max positive ressur Lewisville,TX 75056 �� •.� .' O OO❑��� `n rE P P door eight. O �. p; ! 2-1$-2015 8"CMU block walls shall comply with ASTM C90. Florida P.E.#51737 �j����• t3_�lO,. Q``>> Use minimum 2060 psi grout or concrete when filling TXPE 56308,F-2203 / 'e/ONA%, \\\ Back Jamb Attachment Detail CMU'fastener spacing distance may va' +/-1". ! ///II I 110, t Concrete Anchors Pr fessionai f ngineer's seal provided only fo verification of windload construction details, C.H.I.Drawing: BJA-1'01 i , Use SP values only if both structure and jamb are Souther ine. 1/2"MIN l2 MIN 1/2"MIN 12 MIN Use SPF values when Spruce-Pine-Fir is present in structt or jamb material. ATTACHMENT OF ATTACHMENT OF Lesser spacing may be used to avoid interference with o�pr hardware and or fastening system. 2x6 WOOD JAMB 2x6 WOOD JAMB Maximum spacing shown in chart. yi'SHEATHING ON SHEATHING Lag screw:3/8"diameter x 3"minimum long;must confo to ANSI/ASME B18.2.1 When applying back jambs over dry wall or other non ctural wall covering, use longer lags screws to insure 1-1/2"minimum embedment required. Washer:1-1/8"minimum outside diameter,must conform to ANSI B18.22.1 type A. 3/s"x 3"LAG SCREWS Pre-drill 1/4"diameter pilot holes for lag screw insertion. 111/2"minimum lag screw edge distance required. t/2"SHEATHING x 3-1/2"LAG SCREWS keep each area clear of any back jamb attachment fasteners ® 8" header $., o Highest anchor installed at least as high as door opening. m Anchors to be evenly spaced between the header and the floor. 2x6 structural grade lumber. May be counterbored up to 3/8"deep at each anchor location to provide a r `e\011 I I II/!/,� flush mounting surface. o First anchor to start at no more than `N QO'%CIS •,� // half the fastener spacing distance and \ ' • no less than the minimum edge distance. \ • � s Digitally signed by John E.Scates P. No.51737 •a • Date:2018.02.0715:11:28-06'00' {t * ; SCALE ;'O STATE OF ; � 0�� none Southern Pine(SP)specific gravity=0.55;load per anch r 620�ounds. i • O�0 Spruce-Pine-Fir(SPF)specific gravity=0.42;load per an or=482 pounds. 0—•••�Oa,O1, ®�� 113 ❑LJ00 DATE 425-2�17 Maximum load per jamb=0.5 x(door,height)x(door i ti th)x maximum positive pressure) These charts do not address spring pad connections to h ,buil mg; I I i John E.Scates,P.E. ���� S1ON�►�. ```� Back Jamb Attachment Detail Alternative design may be approved'b) a registered pro a sion� engineer. i 2560 King Arthur,Ste 124-54 '�/��� 11,�` La Screw Lewisville,TX 75056 g Supporting structural elements shall be designed by a g stered profeshionali i I J engineer for wind loads in addition to other loads. Florida P.E.#51737 Professional Engineer's seal provided only for TXPE 56308,F-2203 verification of windload construction details. rc.] .I.Drawing: BJA-102 Rev.-06 i Self tapping screws (with steel). rack Screw:1�4 dia x VV self tapping screw;must conform to ANSWASME BI8.2.1. .100"x 1"fillet Welds USE 9/16" %k"sted.ldmbs;allowable load per screw--444 lbs. Welds performed by a Certified Welder or inspected by a MR QVIUM racket Or', Allowable load per screw;12 gauge=209 lbs,14 gauge=143 lbs,and 16 gauge=110lbs. Certified Wedding Inspector to verify integrity of welds. reverse DIANMTER l 12 gauge or Yie steel Jambs,allowable toad per weld=1,272 lbs. Continuous Optional Washer:9/16"O.D.minimum,must conform to ANSI B18.22.1 type A. angle WASHER IF Use all necessary precautions when welding galvanized steel SCREW.HEAD angle Washer not required if fastener head has minimum 9/16"outside diameter. IS LESS THAN g Lowest fastener to be within 10-inches of the floor Welds to el evenly spaced between header and floor. 9/16"DIAMETER Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Lowest weld to welds jamb r hes re rho floor with door component system. Minimum of 3 welds per jamb required. Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds to have a straight or convex face surface. These charts do not address spring pad connections to the building. Tack weld toe of angle at saute spacing to prevent rotation of track angle. Load per jamb=0.5 x door width x max positive pressure x door height Cracks and,blemisbes shall be ground to a smooth ATTACHMENT SPACING(inches) contour and checked to ensure soundness;. stasEws scaews -SCREWS veins straws WELDS i These charts do not address spring pad connections to the building. 16 ga .14 ga 12 ga 12 ga 3/16" 3/16" DOORWIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Load per jamb=0.5 x Boar width x max positive pressure x door height Jamb Jamb jamb Jamb jamb jamb 14psf *psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 24 31 36 36 36 36 7'-10 6'-5 S*-6 4*-7 3*-11 T-5 T-0 n/a n/a n/a n/a Eck bracket or 20.,. . 26 36 36 36 36, 9'-5 7-9 6'-7 5'-6 4'-8 4'-1 T-8 n/a n/a n/a n/a 18 24 36 36 , 36. 36 . 9'-11 8�-2 6'-11 5'-9 4'-11 4'-4 " T-10 n/a n/a n/a n/a continuous angle reverse angle 16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 5'-10 T-1 4'-7 4'-1 n/a n/a n/a 14 18 26' 36 36 36 13'-5 11'-i 9'-5 7%10 6'-8 5'-10 5'-2 4'-8 4'-3 3'-11 n/a 12 ' 16 _24' 36 36 36 14'=111.'-3 10'-5 8'-8 T-5 6'-6 5'-9 T-2 4'-9 4'-4 T-11 12 15 22 36 36 1 36 15'-8 12'-1111'-0 T-2. Tr10 6'=10, 6'-1 .5*-6 S'.-0 4'-7 4'71 9 12 17 36 36 96. 20'=5.: 1 '-9 14'-3 11'41110'-2'8'41-7'-11 T-1 6'-6 S%11, S'-4' '4'-11 44 4'-1 n/a n/a ,n/a n/a .100"x I"long fillet weld (E60XR.Electrodes Min). 8 10 16 36 34 36 22'-4 1 '-3 8 13'-01 11'-2' 9*-9 8'-8 7'-10 ?=1 V-6 5'-10 S'-4 W-11 4'-6 4'-2 •n/a n/a n/a weld to be located vertically on . 7 10 14 36 31 36'1 24'-6`2 '-2 7'-1 14'-3i 12'-3' 10'-8 9'-6 $'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11'4'-6 4'-2 T-11 n/a angle atspacingspecifieMmchart and tack weld toe of angle or 6 8 12 36 25 36 29'.-10 2 '-7_20'-1017'-5., 14'-1113'-0. 11'-7: 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 ,Y-6 T-1 4'-9 4'-5 tmek bracket at sate spacing. 6 7 11 36 24 , 36 31'-5In '-10 2'-0 18'-4' 15'-$ 19%9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6%4 5'-10 5*-5 5'-0 4'-8 n/a 6 8 36 18 i 36 40'-10 -7; 8'-7: �3'=1 24'-S:'-1015'-1 14'-3 13'-0 11'-1110'-9 9'-10 9'-0 8'=3 7'-7 T=0 6'-6 6'-1 nja 5 - 7 36 16 ' 36 nja '-2 3-�3' 7'-9 23'-9` !26'-9' 18%6 16'-7 W4 13'-1 12'-6;IV-5 10'-6 9'-T 8=10 8=2 7`-7 7'-1 I . r t n/a . n/a 6 36 12 ? 36 n/a a 1'-9. 4'=1 29'-10 2�-1� 23.2, 20-1019-0� 17.-5. 15.9 14-4 13-3 12-1, it-1 10-3:. 9-7 8-11 n/a. n/a 5 32 11 32 n/a a 139'-91.34'-0: 29'-9 26'-6 23'-10 21'-8 19'-i 18'-0 16'-5 ib'-1 13'-9 12'-8 11-9 10'-1110'-3 nja nja nja 30 20 30. nJa a ja_ nja 36-4 31'-9 28*-3 25'-5'23=1 21'-2 19'-2 17'-6 i6'-1 14'-8 13'-6 12'-fi: 11'-8 10'-12 n/a n/a n/a 26 9 26 n/a a n/a n/a: n/a 36'-8'32'=7:. 29'-4 26%8"24-5 22'=1 20'=2 18'-7 17'-0'15'-7'14'-5' 13'-5 12'-7. n/a n/a n/a 24 8 24 n/a n,'a n/a n/a . n/a . n/a 35'-4 31%9 28'-10 26'-6 24'-0 21'-1 20'-2 18'-5 i6-1115'-8 14*-7 IX-8 n/a .n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a - n/a .n/a n/a n/a 32'-10 30'-3 2T-7 25'-5 23'-6 211-1120'-6 n/a ` n/a n/a 14 n/a 14' n/a n a n/a n/a n/a n/a n/a n/a. .n/a ri/a n/a n/a n/a P'-7 29'-0 26'-1125'-0 23'-5 n/a:• .n/a ...n/a sz n/a 12 n/a n►a n/a nJa n/a n/a n/a n/a n/a n/a nja n/a nja a n/a 317-4 29'-2 2T-4 SCREWS ..scatws screws wetns screws veins 14psf 17psf 20 f 24 sf 28 sf 32 sf 36 sf 40psf 44 48 sf S3 sf 58 sf 63 sf 69 f 75psf 81 f' 87 sf 93 sf 16 ga• 14 ga '12 ga 12 ga 3/16" 3/16" DOOR ( )IDTH(feet and inches)at a given DESIGN PRESSURE PSF Alternative design maybe approved by a licensed pr afesslonat engineer. jamb, Jamb, .-jamb jamb "jambJamb' Supporting structural elements shall be ATTACHMENT SPACING nehes designed a licensed professional engineer 110A' . 143p: .209q 1272t1: .444# 1272ti r for wind loads In addition to other loads. LOAD PER FASTENER(pounds) \��lll� �l/j/� This drawing does not address the jamb/wae \\\� V. 8Ct,� design but only doer attachment Jamb/wall construction is shown only for rllrtstration `� 'Q••y1G1Ef�a •+� �j purposes.The buildinidesigner is responsible for ensuring that the jamb/won is sunicient to „ carry the door five and'static loads. • No.M737 .. • T • `� Q -OCOD sc� a* none ! %-o STATE OF ; &Mw o a OCOO John E.Scares,P.E. .+� . �+ 2-1$-2015 2560 King Arthur,Ste 124-54 •i�0`. �►:• ? Lewisville,TX75056 .1 1 Di6itll�signed by John E. /`.e �`�LOittO•• TxPE 56 o8#F zzp3 Datea2418 02.071.5:11 13-06'OQFlorida P.E. 51737s P.E. ///��SS Steel Attachment Detail Pro essional Engineer's seat provided onlyfor erification of windload construction details. C.H.I.Drawing: BJA-103 Rev:-Q7 Simpson Titen HD;3/8"diameter x 3"long(minirru ). i Simpson Wedge-All;3/8"diameter x 3"long(min' m). ' I TW Ramses/Redhead Large Diameter Tapcon,3 "diameter,minimum 2"long with washer that conforms to ANSI B 18.22.1 type B. Use a fastener for every track bracket unless the q a tity of fasteners determined from this chart is more than the quantity of track brackets specified on the door drawing. Add track brackets as required to satisfy fastener acing in these charts. Maximum spacing shown in chart. Lesser spacing may be used to avoid interference ,Jh door hardware and or fastening system,but not less than 6". See chart for minimum edge distance required. Load per jamb=0.5 x door width x max positive prdssure x door height �r Manufacturer's installation instructions must be foilowed. 8"CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. t Fastener spacing distance may vary+/-1 FASTENER SPACING j (inches) I Filled cmu DOOR WIDTH (feef and inches) at a given DESIGN PRESSURE (PSF) Simpson Simpson Titen Wedge- HD All 14psf 17psf 20psf 2 sf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf, 69psf 75psf 81psf 87psf 93psf n/a 24 24'-3 20'-0 17'-0 1 ' 2 2'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 24 16 34'-3 28'-2 24'-0. 2 ' 0 7'-1 1 1-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1 16 16 36'-5 30'-0 25'-6 2 '3 '!8'-2 1 '-11 �4'-2 12'-9 11'-7 10'-7 9'-7 8'-9 8'-1 7'-4 6'-9 6'-3 5'-10 5'-5 16 8 n/a n/a 36'-0 3 ' 5'-8! 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-5 9'-7 8'-10 8'-3 7'-8 8 8 n/a n/a n/a n a �/a 31'-10 28'-4 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 8 n/a n/a n/a n/a n is n/a n/a n/a n/a 32'-8 30'-0 27'-2 24'-9 22'-10 20'-10 19'-2 17'-9 16'-6 15'-5 Simpson Simpson 14 sf 17 sf 20 sf 24 sf 28 sf 32 sf 36 sf 40 sf 44 sf 48 sf 53 sf 5$ sf 63 sf 69 sf 75 sf 81 sf $7 Sf 93 sf Ttten Wedge HD All DOOR WIDTH (feet� nd inches) at a given DESIGN PRESSURE (PSF) 3/8" 3/8" FASTENER DIAMETERII 2.75" 2.68" EMBEDMENT LENGTH 4" 4" EDGE DISTANCE 11 480# 340# FASTENER LOAD CAPACITY These charts do not address spring pad connections to building. Alternative design may be approved by a k registered professional engineer. r Supporting structural elements shall be designed by aregistered \��111111111)!,�j� professional engineer for wind loads in addition to ad=loads. /�/ This drawing does not address the wall design,but only door i \ �........ /� attachment.Wall construction is shown only for illustration �O'l,•�'�6�NaQ�.�e purposes.The building designer is responsible foreosuring + • that the wall is sufficient to carry the door live and static loads. 51737 *. It !it+ �0M sCA none !.-a�� STASEOF J�U; TOMER3[::]OM DATE It . ;'�/ 2-18-2015 JohnE.Scares,P.E. .r�,0ii+'•. ORIOt;: "'�` 2560ICing.Arthur,Ste 124-54 i, ock Wall Di itally signed by John E.Scares P.E. ���/jsS%pNq,4 0\\,I, AttachmCMU �n Detail Lewisville,TX 75056 FloridaP'.E.#51737 D'ate:2�41'8.02.0715:10:59=46'00' ` 16111111�� " TYPE 56308,F-2203 II rC.H.T. DraWi21 B7A-104. Rev.-07 Profesiionai En ineer's seal provided onl for verification of windload construction details. g I 1 Ancha M apcoit r Ta con LDT or Simpson Strong-Tie Wedge-All. i YTW a setj edirea Tap on;t/4"bi eter,2"tong(minimum) ITW set/ edhea Larg D,iame>ed Tapcon,3/8"diameter,2-3/4"long(minimum) Simp Wed a-All;3/8"diameter x 2"tong(minimum).. i Use a tener or every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of t tt k brackets specified on the door drawing. I �' FASTENER SPACING Add tr icrbrackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. 2500 psi concrete Lesser spacing,may be used to avoid interference with door hardware and orfastening system,but not less than 6". Simpson See ch for minimum edge distance required. Conc tq walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads. Strong- Load F cA jamb=0.5 x door width x max positive pressure x door height. ITW Tapcon Tie I Manuf acturei s installation instructions must be followed. Wedge- DOOR WIDTH( eet and inches)at a given DESIGN PRESSURE(PSF) 1/4" 3/8" All 14psf 17psf 20psf 24psf 28psf 32psf-36ps#'40psf 44psf 48psf 53p9f`58psf 63psf 69psf 75psf 81psf 87psf 93psf , t , 24 36 24 24'-3 20'-0 �17!LL -0 14'-2 12!-1 10'-7 9,-5 8'-6 7,-8 7!-1 6»4 5t-10 5,-4 4-11 4!-6 4»2 n/a n/a 24 36 22 26'-5 21'-9 S'-6 ' 15'-5 13'-2 11-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 24 36 20 29'-1 24'-0 0'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-S 5'-0 4'-8 4'-4 24 36 18 32'4 26'-8 1'-8 18'-1016'-2 14'-2 12'-7 ' 11'-4 10'-3 9'-5 8'-6 7'=9 ' 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10 i 24 36 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 t ! ! ! t t ! ! t t t t ! , 6 t t 22 34 15 n/a 31-8 -1� 22-5 19-3 16-10 14-11 13-5 12-3 11-2 10-2 9-3 8-6 7 A 7-2 -7 6t,2 5-9 21 32 14 n/a 33'-8 '-7 23'40 i0'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1 ♦ , , 19 30 13 n/a 35-11 t-6 ' 25,-5 21,-9 19t-1 16!-il 15!-3 13'-10 12t-8 it-6 10!-6 9!-8 8-10 8,-1 7'-6 7t-0 6-6 , t , , 17 26 11 n/a n/a .-3�' 29!„�4. 5;»2 22t-0 19t-7 17,-7 16!-0 14-8 13-3 12t-1 11,-2 10-2 9!-4 8'-8 8'-1 7,-6 15 24 10 n/� n/a i, a 1 31r-9 7'-3 43'-10 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2 13 20 8 n a n/a a n a' 2�8 28'-7 25'-5 22'-1120'-10 19'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10 10 16 n/a n/a n/a a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 9 14 n/a n/a n/a i.Ia n/a n/a n/a n/a 32'-8 29-9 27-3 24'-8 22-6 20'-9 18'-1117'-5 16'-2 15'-0 14'-0 8 12 . n/a n/a n/a %a n/a n/a n/a n/a n/a n/a 31'-9 28'-9 26-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 ITW Tapcon Simpson 14psf 17psf 0 psf 24pSf 28psf 32psf 36pS7U[40psf 44psf 48pSf 53psf 58psf 63psf 69psf 75psf 81ps# 87psf 93DS# Strong- Tie DOOR WIDTH!(feet and inches)at a given DESIGN PRESSURE(PSF) 1/4" 3/8rt .3/8" FASTENER DIAMETER Supporting suuctand elements shall be designed by a registered r 1 professional engineer for wind loads in addition to other loads. 1.75" 2.5" 2.6$" EMBEDMENT LENGTH i1111i11 t tr}�fl j This drawing does not address the wall design,but only door i1 f� attachment,Wall construction is shown only for illustration 2.5" 3" 4" JEDGE DISTANC ���, 1........o�.��// purposes. The building designer is responsible.for ensuring that the wall is sufficient to carry the door live and static loads:This 50$# 764# 340# ' FASTENER LOA CAPACITY at �' :� O drawing does not address the spring pad connections.Registered ' j ",, professional engineer may approved an alternative'design. .. . No.51737 nn John E_Scates,P.E �t; * ' SCA *"" t E none i 2560 King Arthur,Ste 124-54 :.'d; STATE ELL` O OOL3 A Lewisville,Tx75056 �'A��2� *� 2-18-2015 Florida P.E.#51737 �//��►-`!-COR�Q-�Q `` Concrete Wall Digitally signed byrJohn E cote P.E. TXPE 56308,F-2203 ///i'S1pN'; 'ot Attachment Detail Date:2018:02.071'5:10.42- 60V L I C.H.I.Drawing: BJA-105 Rev.-0G Professional Engineer's seat provided onl for verification of windload construction details. $ (` G j 'T Place as many track brackets as necessary at an on-cen a (O.C)spacing no greater than 1R" the distance shown on chart for appropriate pressurean d wid h combination. M1N Refer to door drawing installation instructions for floor t first bracket spacing. Field drilling of bracket attachment holes into the track will be required. Lag screw:5/16"diameter x 1-5/8"minimum long; must conform to ANSI/ASME B18.2.1 Lag screws must be seated in full height frame membe�j 1-1/2"minimum lag screw embedment into structural od. 1/2"minimum lag screw edge distance required. DRY WALL/SHEATHING I � TRACK BRACKET MOUNTING SURFACE MUST BE FULLY u I SUPPORTED BY WALL STUDS 5/16"X 1-5/8"LAG SCREWS i t I r �► ; �. Digitally signed by John E.Scates P.E. ,•' No.5173p :•, Date:2018.02.0715:10. -06'00' For door jambs Spruce Pine Fir(SPF),specific gravity=;0.42 or better; 'k; i�;:: SCALE max load per anchor=67%of 439 pounds. PLO ;, STATE OF .•,itit� ���U— none Maximum load per jamb=0.5 x(door height)x(door dth) (maximum positive pressure) �0 p. •��L TOW013 M[:]o DATE / �``••!�ORto.•' 0 4-20-2017 Alternative design may be approved by a licensed pro s tonal engineer. '�! �s , ®�1` Supporting structural elements shall be designed by a I c nsed professional engineer Jahn E.Scates,P.E.for wind loads in addition to other loads. 2560 King Arthur,Ste 124-54 /jf��/a�1�N�1,�1111I1����`X1� Track Bracket Attachment Detail � The suitability of the structural building components u t be rifted by thA engineer,of Lewisville,TX 75056 J Spruce Pine Fir SP Jambs record for the building. f FloridaT.E.#51737 Professional Engineer's seal provided only for TXPE 56308,F-2203 verification of windload construction details. C•H.l.Drawing: BJA-106 Rev.-04 I C�fLI.OiRH6�D eries DOORS 000 '. WINVOREAMER oMo SERIf� : oao .. Supplemental Instructions Pan Doors: Residential Higher wind pressures and larger doors require additional reinforcement. ® CAUTION Premature failure of door system may result from improper application. See chart in lower left corner of drawing sheet one for the approved wind pressures and door sizes. These supplemental instructions do not contain basic door installation steps and related safety information. — AWARNING Failure to follow basic installation steps and related safety information may resulM injury or death. Door installers must follow a primary instruction manual for basic door installation_stept and related safety information. r - The correct selection of door and tramin materials in adherence with local 1 '�' ��Z il-building code directives is the responsibility of the building owner/designer. `,0�,v�G�NdFrFtq' �� Use of a reinforced garage door does not constitute automatic compliance with any building code. Local building code officials determine compliance criteria. No.M737 Alocldng system must be installed if the door is not electrically operated. �4 � STATE OF je� ` See drawing for stop molding requirements,when door is not more than 1"wider than opening. �/0it�'•;e(pR{OQ:•dam?N When using stop molding,secure molding with minimum Sd nails or 2-1/2"long screws. ` John E.Scates,P.E. Digitally signed by John E.Scates P.E. 2560 King Arthur,Ste 124-54 Professional Engineer's seal Lewisville,Texas 75056 provided only for verification of Date:2018.02.0811:39:56-06'00' TXPE 56308,F-2203 windload construction details Supplemental_lnstructionsPan Copyright 2017 C.H.I.Overhead Doors Florida P.E.#51737 _ . Page 1 of 6 >10°Roof Slope/Residential Applications C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width Wind Zone Exp BMPH Exp BMPH B'x7' Tx 7' 10'x7' 12'x7' 14'x7' 15'x7' 2:16'x7' Zone 1 90 116 12.9/-14.7 _ 12.8/-14.5 12.7/-14.3 12.5/-14.1 12,4/-13.9 12.3/-13.8 12.3/-13.7 oFt&2:•. �s � .:.'".:p ye.:.1x5t_=Y __ 2.6:Of 1 _ '" ls:$Jt$79 gr..15i7-1?w1:. � 1 ._5 1Zf4°.._..: 2 3.'37.i ~'-_.1S.2�;I7.0•m4 1S: — - �L �a Zone 3 110 142 19.3/-21.9_ 19.1/-21.6 �19.0/-21.4 18.7/-21.0 18.S/-20.7 18.4/-20.6 18.3/-20.4 ;t..Zorie4 '4,�0 " 4 5 �0 2KEF i$'2L8. 2261255 _ 'x23%�SiO 2.2Of24: ',2 S'tl` 1$J2 3,.. Zones 130 168 27.0/-30.6 26.7/-30.2 26.5/-29.9 26.2/-293 25.9/-28.9 25.7/-28.7 25.6/-28.5 .s+-.w.. £�a-';P-',.•�--:-� _":- ,'+`�. r`a'^ +"•T '.'�4 ;�q_�-..+r/,w.. v,e'^t.•Fs-+r.+r•�^-- - ''T?40: �s�T81.-,,� �r-33 �355'°:� ° 31 ''--�..,-.'<30:$J=3?h7`;..�'.,;3,fl.4/:34.0 Y� r�$_�,tSPd133:5"R,::o_.1a4':$,-33:3':�;..'•29:7/,*3 �. Zone 7 150 194 35.9/-40.8 35.6/-40.2 4�35.3/-39.8 34.8/-39"1 34.4/-38.5 34.3/-38.2 34.1/-38.0 246 1g3 J zA3:$.". Zone 9 166 214 43.9/-49.8 43.6/-49.3 43.3/-48.7 42.7/-47.8 _42.2/-47.1 42.0/-46.8 41.8/-46.6 'the higher Exp B values applyto doors greater than 10'wide :510°Roof Slope/Commercial Applications C.H.I. ASCE 7-05 ASCE 7-10 Pressure(PSF)by Door Width Wind Zone Exp BMPH Exp BMPH 8'x8' 9'x8' 10'x8' 12'x8' 14'x8' 15'x8' 2:161x8' Zane 1 90 116 11.7/-13.3 11.6/-13.1 11.6/-13.0 11.4/-12,7 11.3/-12.6 11.2/-12.5 11.2/-12.4 t1 SZone,2�,W `.`�:.• 3Q0;-,a. .-:-•129�-u 24:5-164°,:;"'-'1•'4_9%16��'-w..'143/-16.'0_s'...:`24:ff/=15.7,''—i_�':13:9/�5.5�••:-�'�_13:8-13-4`°^.::`•`19 8].53';� Zone 3 110 u 142 17.5/-19.9 17.4/-19.6� 17.3/-19.4 17A119.0 16.8/-18.8 15.7/-18.6 16,7/-18.5 Zone 4• ry 120_ c.1S5 _ 20:9'-23 S 20:7/]3:3;;'' 20i5-231 20:3=22:7 20.17=22:3 ,i9 9-23 2: 19:8'22:1"w Zone 5 130 ~168 24.5/-27.7 24.3/-27.4 _Y 24.1/-27.1 23.8/-26.6 �23.5/-26.2 ry 23.4/-26.0 _23.3/-25.9 :.y,^ ---r .>2.'=..:...+r-.�++.-�.-rm«-., y»;..�- *•ems=o'w;-:-'^'"— _ Tone S - 140'u 181y;''Ys . :Z8:4f'32 2'_ ,m 28.2Js31:7: _,`.,28:w3l.4"_ y__'27.6f i57: 27.3j Zone 7 150 194 - 32.6/-36.9 4 32.3/-36.4_ 32.1%-36.0 31.7/-35.4 31.3/-34.9 31.1/-34.7 31.0/-34.5 ;_. y3Z.7/�36.5 ��' Zone 9 166 214j 39.8/-45.0 N 39.4/-44.4 39.1/-44.0 38,6/412 38.2I 42.5 38.0/42.3 37.8/-42.0 General Notes -Exp B values are to nearest miles-per-hour(MPH) ---Pressure values are pounds-per-square-foot(PSF) ----- Mean Roof Height(MRH)/Exposures(Exp) -..- -Positive pressure signifies pressure acting inward to the building MRH Exp B EXp C Exp D -Negative pressure signifies pressure acting outward from the building 15' _ 100% _ _ 90% _ 82% -Enclosed structure classification with 2'of the door In the end zone r-20'-`" •` _--��100%;;- •'� ; 8B r$0%: - - -60'x4d building size(larger buildings may require higher negative PSF) 25' 100% 86% 78% -30'Mean Roof Height(MRH),see chart for differing MRH and Exp values _ _.3Q'.,r` _ -.,:s:1Q0%;��: _ _'•;i84°fo`=_: - ';;�7i6,_ --=Greaie door heights require lower PSF values to meet same MPH 35' 97% 83% 76% . AVF 7_nc oozes _--- — 45' 9456 80% 74% —_ -Importance Factor of 1.00 80% 74% -Utilizes nominal/basic wind speeds 55 91% 79% 73% ASCE 7-10 notes These percentages reduce Exp B wind speeds to approximate MPH for mean roof .-Risk Catergory ti heights shown in MRH column. -Utilizes ultimate wind speeds Page 2 of 6 For Use With Drawing Number Z5-10-01306 Strut Placement Door Height Section Number 6'-6"to T-0" T-6"to 8'-0" 8'-3"to 8'-9" 9'-0"to 10'-6" 10'-9"to 12'-3" 12'-6"to 14'-0" 14'-3"to 15'-9" 16-0"to 1T-6" 17-9"to 19'-3" 19'-6"to 20'-o" 12 N/A N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 11 N/A N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 10 N/A N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 9 N/A N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 8 N/A N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 7 N/A N/A N/A N/A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 6 N/A N/A N/A 1 at Detail A 1 at Detail B i at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B rj N/A 1 at Detail A 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B I at Detail B I at Detail B 1 at Detail B 1 at Detail B 4 1 at Detail A 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B l at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 3 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 2 1 at Detail A 1 at Detail A 1 at Detail A 1 at Detail A I at Detail A 1 at Detail A 1 at Detail A 1 at Detail A 1 at Detail A 1 at Detail A 1 1 at Detail B I at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B 1 at Detail B Push Nut Detail (use on all rollers) use 3/8"I.D.on bottom fixture roller stem use 7/16"I.D.on end hinge and top fixture roller stems Push nut:Slide roller into fixture and tap --- push nut onto roller stem using 1/2"socket — and hammer. Leave 1/8"to 1/4"space -.-- between push nut and fixture. TracA Bracket Spacing — _Track bracket spacing shown for doors up to four sections high.Additional C duuf cntnay be added for maximum door height depicted on line - — - drawing. Track brackets must be added(per track)for each section and _ na greaterthan the coiTesporTdit-sectionyheig -- line drawing for required quantities). — Strut Placement Concerning Windows Where a strut crosses a window,it is acceptable to move the strut from a position of"Strut above hinge"down to"Strut on top half of the hinge". Do Not B Exceed Strut Strut C 38" B 28" e A 1 10" A End Hinge End age +/-3"tolerance Strut above hinge Strut on top half of hinge page 3 of 6 For Use With Drawing Number Z5-10-01306 Strut Placement Detail Strut End Hinge B 13 End Hinge Strut above hinge Strut in center of section Detail A Detail B Optional Windows _ Intermediate Hinge — -- p' — � , — Strut B Strut A Strut li Strut 4 Struts y Page 4 of 6 4 3 2 1 Glaring Options:(max daylight opening 39.3/8"x 12-li27 4/8"DSB •1/4"Tempered Glass or Polyearbonate •7/16"Insulated Glass w/opt for Tempered D D 10'-0"width shown (see notes for other widths) Optional Windows (see Glazing Options) if door height 4D 6'6"to 7-0" 4 4 2 7, /,, 1`/ 7'6"to 8'-0" 5 5 3 Top Future ID C 2 8'-3"to 8'-9" 5 5 3 C 4D Flag 9'-0"to 10'6" 6 6 4 2 Bracket 10'-9"m 12'-3" 7 7 5 7' End Stile 12'6"to W-W 8 8 6 3B 14'-3"to 15'-9" 9 9 7 2 1C End Hinge 2 16'-0"w17'6" 10 ID 8 4A Track IT-9"to 19'-3" 11 11 9 2 E Bracket l9'6"m 20'-0" 12 12 10 Bottom Fixture Track bracket quantities shown an, for use with gmde 2 or better Southern Yellow Pine.Refer to Jamb Attachment 2B 2A Detail supplemental instructions for B 2 2 usage ofahemate jamb materials. B Details for door Might,up to 20'-0- Intermediate Strut an:contained in the Supplemental Hinge Instructions.which are required in addition to this drawing for installation. Do not install door using only this `�\ 1 `... ��� drawing. This door has been evaluated inaccordantt with ASI'M E 330-2002 and �N Q�.�GENa�`,vv� 1-J�� Supporting structural elements shall AN=!/ SMA 108-2002,108-20D5&108-2012 N i v ��- / be designed by a registered professional Applicable wind speeds are dependent on building envelope = ��- - - -% engineer for wind loads shown on this -- and must be detemtined in compliance with relevant ASCE 7, : No.M737 ; drawing.If door is not electrically BC or IRC standards to meet regional and local requirements. i * operated.a lock most be installed. Maximum door height:20'-00" �*e J. Glazing and door have na tieen tested for windbome debris. i .�t��s gTA�W-1. •� r cx f Tohn�.states, .E. - 25i O'K'MgArt tur.�124-3d Models:2X4X,2XSX,4X4X, Professional Engineer's seal provided Lewisville,TX 75056 4X5X,52XX,59XX _ only for verification of windload TXPE 56308,F-2203 C H.I Drawing:ZS-10.01306 construction details Florida P.E.H 51737 page 1 of 2 4 3 -- -2 1 4 3 2 1 Details on some views may have been omitted for clarity. Top Fixture The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. Flag Bracket (.059)galvanized steal top fixture See jamb attachment details for more information about anaching jambs to structure. (.086)galvanizedC�R a 00 a® attached with . steel flag bracket four 1/4"x 3/4"screws. 2"x 7/16"(nominal)stop molding to be attached with minimum 8d nail attached to wood D push nut or 2-1/2"long screw on 8"spacing.Stop molding not required when door jamb with three is more than 1"wider than opening. 5116"x 1-518" End Stile wood lag screws,to (.034)steel end stile nominal(.0185)galvanized steel minimum horizontal track with two 1/4"x 5/8" 1 x track bolts and nuts and to vertical track I with two 1/4"x 5/8" track bolts and nuts. Optional Top Fixture (.034)steel center stile 2"(min)x.045(min) (.109)galvanized steel top fixture galvanized steel track attached with Track&racke C (.102)galvanized steeltrack t two 1/4"x 3/4"screws. C push nut bracket attached to wood jamb (,034)steel end stile with one 5116"x 1-518"wood lag screw per bracket and ° attached to vertical track with one 1/4"x 5A"track bolt and nut or two 1/4"x I l/32"rivets. End Hinge galvanized steel Intermediate Hinge attached with (.058)galvanized steel d 9 four i/4"x 3/4"screws. B attached with ��� i$!11/j o four le x 3/4"screws, / P0, / B t push nut `\�"'O�y�GEMaF•.�' �/� B 2"(max.for.058 thick) 2 3/4" 2 i r N0.5i737 i _ 4"(max.for.109 thick) - z----- � . � s*` --- *n. !�� STATE OF •/ta nominal 0 2"(min.) r—>f—3-12"(min.)stem 10(min.)ball roller �"/�,��( •,��,OR\O�+'®\\\ with nylon or steel tire. �O _.-... 3 Professional Engineer's seal provided s _ p 1 7!8" only for verification of windload Bottom Bracket construction details A (.102)galvanized steel bottom braZ A attached with __ -, _push nut 12 __ nts red 1/4"xx 3 4"screws. _— _ _ --- 7ohn E.Scates,P.F- Optional Bottom Bracket Strut 2560 King Arthur,Ste 124-54 Models:2X4X,25Z5X,4X4X, push nut (,109)galvanized steel bottom bracket (.040)50 ksi galvanized steel 3"strut Lewisville,TX 75056 4X5X,52XX,59XX Vinyl. attached with attached with TXPE 56308,F-2203 weatherstrip Aluminum extrusion four red 1/4"x 3/4"screws. two 1/4"x 314"screws per stile. Florida P.E,ti 51737 C.HS.Drawing:Z5-10-01306 page 2 of 2 4 3 2 1 00»ir1 0V-0)- Z: Of lr/� 1 viva 6 e�ow=n,Id q ye,0. aSDp�- o` s AT k M;.1 �! 24 i,St p�too 4� V AC N; H OBSEN OM, '*ES Mauch 23;2020 Res Attachment Beam(Kast Beam)VeMicatiottr Serial Number: 36899 13ealdr Name.- In''nova6ve Home Customer Name. Harold Knapp To whom'it may concern; The above-listed Jacobsen manufactured home is constructed with a structural attachment.beami or "host'beam The design of this host beam allows an attachment to be.trade directly to the included structural member in lieu of the typically required "fourth wall construction". Please refer to .the serializ6d floor playa provided by Jacobsen Homes to verify the location of the host beam. This manufactured home is required to be set-up or installed, on=site,in,accordance.with the Jacobsen. Homes"Set-UP 1blanual". and its "Addendum".Site requirements roust befollowed to'attach a structure. to, the host beam provided. Maximum sues allowed for any attached structure along with the requirements for perimeter blocldng along the entire sidewall area where the host beam is installed, are included in these manuals. All site installed structures shall be designed by a Professional Engineer (PE) registered in the State of Florida.or as allowed by the Local Authority H6vi"ng jurisdiction(LAHJ):The design shall comply with all applicable sections-of the Florida Buihlin,� Code that is'in effect during the time of the construction of the, addition. All attachment designs and construction are by.o' thers, ndt Jacobsen Hornes Any site installed structures shall be subject to permittinplan eviewandinsetos) ytheLAHJ.n If I can be of further assistance,please feel free to call me at 727-726-1138. 3incerely, ' B TTIE <Jacobsen Homes File 600 Packard Court,Safety Harbor,FL 34695 Telephone:727-726-1138 Fax:727-726-701'9 National:800-843-1559 - in Florida:800-282-5389 � g-z JI+- 4 1/2 s-J z/+' 4 i� 1r-r v-� +In ,�-r or" a-c 1 .. ROOFS DEPT, HoST BEAM- STRAPPIWO MUIRM, GE<-&(@{L p=4- _ ACOBSSEN HOME�,c III 4W O.C.MAX.STRAP SPACING WR 'USE 24 x IST CT TRUSSES T If-III I� (FLOOR DEPART.-TIE-DO STRAP&) ALL SECTIONS SPECIgI,BLOCKIHp IB REQUIRED M"M FOR SETUP GT-tD J/r pamo CP-3469-899- 11-1 I/4' ,J7-1•. .4r-5 L ) sw IDA WA AI"W-V cp-3-40 - 5'-6` C-a SH` I'-5 Lfl 11r I/t W-G"ki)�'-tt! 4G-6 S>1 O7/tl' qt/!1' nQ BUILD TNI9 WALL IIB'HIDH _ �NAr.L �,xr .f-3D I/7`Y ED 1/4' 301/i`z W I/r. — 11 Ilt X W 1 4` — C trWH wte ---I { — i W.7r — +' - 1 I' fxe�A• toE� � " q DINING. . FAMILY RIM. I. a W la W I r'— riRD.AiDA I 737 , I IUD AMH $ i��+/ r +I B RM ` 1 `` ("•t �. \_t 1'.:!" _GP DN.OA__ '•F$g - Ii - ° iI sA.p PANPev. ��nr "I i . i I- jyl U- - ------ I oT W�PAI-K4N'. M L61 ac ---- ry I p • jJ` PANPAE►. ,( AB LS` \ PANPRiR ` M" �t , t. i W T r rur. 1" /� � 1 I C.. L_•. �La 'a " 1 I PAH'l1AP. �� l BEDROOM#1 I x LIVING RM. / w A u I BEDROOM#1 lol x l IE I E / BEDROOM#2 41 .wU' . m as L ( Y . +i ^M .. i 6f 1 db ACCSNTNAIl.' I . -I---.,- _7-JD I/Y'RW 1/4"=--- -- 30 1/r IWVf---^--- JD I/YZW1/4"' —" --'-- — BUILD THMWAILBB•HIDN, EORF88 y 4lNC � �.co EeB k �) ROOF =R-30 m-r l6-i 1/1 /�, 74'-4 i/r ''Ze a Sr-0yr 15'-S sT-3 F/t•_..i. .WALL =R-19 6't-S: 1y. Gam' �$ FLOOR=R-11 NR-36.B99 rl 19'-91/C ' A E D 8 ED L 8' ' $ (CHECK SALES ORDER?' 6r-0' *�3 5_p WE I/7" n.-z I/t' ' S 6 VT ' " Ly-s I/P 5. . 11 J '11 41 41 /1 LAYOUT TS O FOR .ALVAREZ I C.YOUNG (1�tlrl (I4J I� -- _ {76A7 1-2 V41 .t@aDEN9 Arm Fs SCALE: N.T.S. 401/4' DULLD Borg WAL18 Ai4 H03f1 - -r�.. I (IA'-Jy' .. 3Y-11/T' SGQ r Wu A1511-1•,^,�•I D ♦ ♦ 8 © 0 O ® M B _g BCIS Home ( Log In i User Registration ( Hot Topics i Submit Surcharge ( Slats&Facts Publications 7 Contact Use) SCIS Site Map I Unks Searchr F # ft Product Approval s USER:Public User Li' rs� Product Approval Menu>Product or Application Search>Application List>Application Detail si a e FL# FL7561-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Elite Aluminum Corporation Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek,FL 33073 (954)949-3200 dk@dokimengineering.net Authorized Signature Do Kim dk@dokimengineering.net Technical Representative Bruce Peacock Address/Phone/Email 4650 Lyons Technology Parkway Coconut Creek,FL 33073 (954)949-3200 bpeacock@elitealuminum.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Do Kim,RE. the Evaluation Report Florida License PE-49497 Quality Assurance Entity QAI Laboratories Quality Assurance Contract Expiration Date 12/30/2022 Validated By James L.Buckner,P.E.@ CBUCK Engineering RJ Validation Checklist-Hardcopy Received Certificate of Independence FL7561 R4 COI Cert of Independence pdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 08/15/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/20/2017 Date Approved 10/10/2017 ummarV of Products FL# Model,Number or Name Description 7561A Aluminum/Aluminum Composite 3"/4'76W.024"xilb EPS Composite Panel, Panels 3"/4"/6"x0.032x1Ib EPS Composite Panel, 3"/4"/6"x0.024"x2Ib EPS Composite Panel, 374"/6"x0.030"x2lb EPS Composite Panel, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL7561 R4 11 2017 FBC-Elite Aluminum Corp-Install Approved for use outside HVHZ.Yes Instruct.Dd Impact Resistant:No Verified By: Do Kim,P.E. PE 49497 Design Pressure:+80/-80 Created by Independent Third Party:Yes Other:In HVHZ,not to be used in structures considered Evaluation Reports living areas per FBC Section 1616 unless impact protection Is FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC.pd provided.See Installation drawing for nominal allowable Created by Independent Third Party:Yes design pressures and spans. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The state of Florida is an AA/EEO employer.Copyriaht 2007-2013 state of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee,However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hem Product Approval Accepts- 12EW W]W1 ER C! Credit Card Safe ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.024 x I - LB EPS PANELS 3' x 0.032 x I - LB EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LP EPS PANELS DO KIM (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES,LLC NET MAX. ALLOWABLE SPAN (FT> NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT> NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)l LZ�, �O20 L/180 I L/240 LOAD <PSF>' _L_/1_8_0T_L/240 LOAD (PSF)' _L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L/240 ENGINEERS IU rle�3i -F776-6- _10 20.11 1?D03 19.42 18.91 I-, r.- 15.03 14.10 in �7.50 17.50 16.91 15.96 10 19.33 18.95 1 20 13.44 13.44 12.22 101,5 20 6.64 15.96 14106 le.16 20 isli -I ' 15,06 Do 1942 18.81 17.58 16.35 3D 10,78 7 1,41 6*" 30 15.17 14.06 1121 8.36 30 16,00 16,36 14.41 12,46 3D 17.�J3 17.58 15.73 1329 PO BOX IOD39 IS,S 40 15,49 15.06 le,46 9.86 40 16.83 13,89 11.43 40 40 369 :IF=E6 16.35 Torrpa.FL 33679 50 2 B-2 z 50 14.18 13.76 )0.51 726 --Ts-74 C5-12 taxs 8.97 Tol:(813)857-9055 .1 7 -17 3.79 _T2_22 -TO_26 4467 50 Met 6,52 60 7... "'1 836 2.66 60 12.87 12.46 8.57_ 60 4.64 13.89 U6 4.06 RwjDairl Description I D 6.46 7 11.57 11.16 6.62 2.07 70 13.55 12.66 70 M64 - I 80 .3D ..4 456 80 1I26 9.85 447 1 - 12,46 11,43 6.52 1 1.60 ".ED FM M ft 11 It Edtlw,PRODUC gPPROvIa 4' x 0.024 x I - LB EPS PANELS 4' x 0.032 x I - LB EPS PANELS 4' x 0.024 x 2 - LB EPS PANELS 4' x 0.030 x 2 LB EPS PANELS L', (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT> Z� ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE IL LOAD (PSF)' L/80 L,��O L/180 L/240 -LOAD (PSF)I _L_/_8_0_FL_/120 L/180 L/240 LOAD (PSF>' L/_80f_L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 I L/180 L1240 10 19.00 MUD 17.17 16.53 ID 20.50 Doll 1924 to 21.97 21.%7 2152 20.97 IS a4.17 ZC17 2437 24.17 15.01 laol Dift! 13.95 20 19�61 19 .64 e3.64 23.41 eltL 20 �24 T7.49 ls774 20 ZIL77 ac.77 iges 10.76 ED 23 30 12.50 12.50 12.50 it.38 30 18.17 17.49 14.87 ID24 30— 19.57 19.57 18.21 16.55 30 22.57 22.57 21 9. 1 14.34 4 21.51 269 18.91 40 10497 10.97 10.97 80 40 16.72 15.74 12.24 0,74 40 18.36 iS.55 21.31 50 9.92 9.92 9444 6.22 50 15.28 13.99 9.62 5.25 50 17416 17.16 14.89 12,13 SO 20.45 ROAD IRLIB 16p0 < 60 71-3- 913 7.51 3.64 60 13.84 12.24 7.00 1.75 60 15.96 15.96 13.24 9.93 60 19.39 19.39 17.37 14.70 F2A_0 --TO_49 -4.38 - r4 75 1158 IS33 19.33 15,06 IP-159 7-0 1 8.52 8.5 5 70 I-P .72 DO 1 17�26 14,35 10,49 C. 10.95 8.74 1.75 1 80 T3.55 z EL 80 8.02 S..2 64 z CL 32< 6' x 0,024 x I - LB EPS PANELS 6' x 0.032 x I - LB EPS PANELS 6' x 0.024 x 2 LB EPS PANELS 6' x 0.030 x 2 - LE EPS PANELS M.0 0 M 7)wind j in I,_ 1- (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) Q. :)5 a &an-i 8-Z 0 NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN TT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0.2 u. 22W ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 0 0 - 0 EL LOAD (PSF>' LI80 L/120 L/180 L/240 LOAD (PSF)' L78-0-1_L/122 L/180 L/240 LOAD (PSF)1 L_/_8_0r-L/120 L/180 L/240 LOAD (PSF>l L190 L/120 I L/180 L/240 Is= E Z Q d DO (-D i0 23.0D 1 21.24 21.47 Ropes 10 24,00 1 24.00 24.00 23.42 to 23.93 23.93 23.88 23AD 10 24.00 e4.00 1 24.00 L1 = 0 ui 0 84 0) of - 20 IB.06 18.06 1806 1 As ao _71_82 _100_22 20 23.20 23.20 23.03 22.46 20 23.65 2365 ?1 r-34 22.94 F_ 0:3 6 30 15.13 15.13 15.13 15.13 30 30 F2 47 247 1 33 27L.94 2.94 22.59 2L05 C C 40 !�34 12:154 13-'M 334 40 1702 40 2I.75 21.75 2133 0 20 22.23 22.23 e1.65 20.05 < �r MID 10.91 so 14.62 50 21.02 21,02 20.49 07 50 2153 R153 ELIO !9.86 5 50 0 0 60 11.17 11.17 11.17 8.-43 60 _F�_22 60 20.29 20.29 19.64 60 RD.92 20.82 20.36 ISB7 0 0 LL e 09 7 22*19 N174 20 46 I at LLI U, 4, 70 19.57 19.57 10.79 6 70 20.11 EO.11 ItL61 17*87 0 10.44 10.44 10.30 5.95 71 W U)80 - 7.42 so 18.94 18.84 17.94 'S 00 19.40 19.40 18.87 16.88 uj 0 9q65 9.85 BAD .47 GENERAL NOTES U. SEAL JOINT WITH 1. Composite panels shall be constructed using type 3003-1`1154 aluminum facings,I or PCF ASTM C-578 carpenter brand EPS CONTINUOUS CAULKING adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in __T accordance with approved fabrication methods. DRAM BY. DYK 0000 000000 VA. R, CRECKID)BY. DYK 2. Elite rool7panels maintain allL 1715 fint)class'B'(ext)rafingand areNER-501 approved. ) 0000000000( .- 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code SCALE: As SHOWN Q 0 0,r cl0000 Gh Edition(FBC),composite panels comply with Chapter 7 Section 720.Chapter 8 Section 803,Class A interior finish,and Boi t M ACl S DATE: VI9112 Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. OPTIONAL GUTTER OR 4. *The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including DRIP CAP 6 'y SLOPE 4'MAX WIDTH INTERLOCKING E'I S,�4*�, load combinations)using the data from the allowable loads tables and spans in this approval. PANEL(1/4'/FT MIN SLOPE)P S. Deflection limits and allowable spans have been listed to meet FBC including the HVEZ.In liv"Z,this product shall be used DONI.Mni Pi 'NO in Structures"not to be considered living areas"per Section 1616 unless impact resistance in accordance to the HVHZ 0 0 0 0 0_0 EPS CORE ILD OR B 0000000 FLA RVG.,NUMBiR* 0_0 0.0 requirements are met. 0 0 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to die Guidelines for ALUMINUM BOTTOM ;0i is�K149ASS tAUS, 0 0" Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. FACINGS 0 10-039. 7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of panels for Building Construction. CLEAR SPAN(L)INSIDE To INSIDE 0 G.H. 0 9. Reference test reports:HETI-05.1 988,HETI-06-2104,HETI-0&2066,HETI-06-21 05,HETI-06-2067,HETI-05-1002,HETI- 0-C -06 .0-' �,10 06-2107,IFETI-05-1997,1413711-06-2069,FiETI-06-2070,HETI-06-2071.HUI-05-1994,RETI-05-1991,HETI -2072, ENGINEER OF RECORD TO PROVIDE 00(� �4 HETI-O(-2073.HLTI-06-2074,IIFTI-05-1996.IIETI-05-1999.IlEn-05-1993.HET1-05-1985.HETI-05-1"5,tiETI-05- FOR ROOF CONNECTIONS& ADD THICKNESS OF 0_0�� 36-MAX IN FR13NT 257. A TOTAL OF PANEL WIDTH @ SIDES SUPPORTING STRUCTURE DETAIL'By WALL FOR TOTAL oo0 AL 00 (12'MAX AT SIDES) 1990,HETI-05-1997.HIETI-05-2037.IIETI-05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI- THIS OR ANY 0114ER ENGINEER. PANEL qSPAN 0 05-2036.HETI-05-203 1.HM-05-2038,HETI5-2065,HETI.05-2040,HETI-05-2042. 9. Liner interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANED SPAN DESCRIPTION SHEET I OF i the strength of the fan beam to exceed shown figures as part ofsitc-specific engineering. o e e g lit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats.&Facts Publications f Contact Us BCIS Site Map Links Search � f tlN I� AD ProductApproval ,s rUSER:Publlc User Product Approval Menu>Product or Application Search>Application List>Application Detall ° FL# FL12231-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived %l Product Manufacturer Style Crest Inc. Address/Phone/Email 600 Hagerty Drive Fremont,OH 43420 (419)333-5835 lewis.pope@stylecrest.net Authorized Signature Lewis Pope lewis.pope@stylecrest.net Technical Representative Lewis Pope Address/Phone/Email 600 Hagerty Drive Fremont,OH 43420 (419)333-5835 lewis.pope@stylecrest.net Quality Assurance Representative Lewis Pope Address/Phone/Email 600 Hagerty Dr Fremont,OH 43420 lewis.pope@poly-foam.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C? Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Eric J.Tompos P.E. the Evaluation Report Florida License PE-63511 Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By William R.Heiden III,P.E. D Validation Checklist-Hardcopy Received Certificate of Independence FL12231 R4 COI EJT COI.odf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12231 R4 Eauiv STC062717-32 Equivalence of Standards 2017-10- 06.odf Sections from the Code 11 Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date Validated 11/21/2017 Date Pending FBC Approval 11/28/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 12231.1 Fairfield,Alpine Ridge and Ridgeview D4,DL4,D5 and DL5 Configurations Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.ndf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017 pdf Design Pressure:+N/A/-59 Verified By:NTA,Inc. Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06,pdF Created by Independent Third Party:Yes 12231.2 Harbour Crest,Spiegel Grove, D4,DL4,DL4.5,D5,DL5 and T3.33 Configurations Addison Heights,and Sawmill Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017 pdf Design Pressure:+N/A/-74 Verified By: NTA,Inc. Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06.pdf Created by Independent Third Party:Yes 12231.3 Oak Harbor,Bristol Bay and Town D4,DL4,DL4.5,D5,D1-5 Configurations Square Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017.pdf Design Pressure:+N/A/-59 Verified By: NTA,Inc. Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06.pdf Created by Independent Third Party:Yes 12231.4 Pro Pride DL4.5 Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinyl-Siding-Installation-Manual-2017.pdf Design Pressure: +N/A/-76 Verified By:NTA,Inc. Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Reoort STC111111-8 2017-10- 06.odf Created by Independent Third Party:Yes 12231.5 Prospan Premium,Dura Span and T4,D5 Configurations Pioneer Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant:No FL12231 R4 II Vinvi-Siding-Installation-Manual-2017 pdf Design Pressure:+N/A/-37 Verified By: NTA,Inc. 'Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06.pdf Created by Independent Third Party:Yes 12231.6 Select Series Beaded Siding and Beaded 6.5 Configuration Lexington Series Beaded Vinyl Siding Limits of Use Installation Instructions Approved for use In HVHZ:No FL12231 R4 11 Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.od Impact Resistant:No FL12231 R4 11 Vinyl-Siding-installation-Manual-2017.gd Design Pressure: +N/A/-74 Verified By: NTA,Inc. Other:Design pressure varies based on the installation Created by independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the Installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- Mod Created by Independent Third Party:Yes 12231.7 Select Series Board and Batten and Board and Batten Configuration Lexington Series Board and Batten Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.i)d Impact Resistant:No FL12231 R4 11 Vinyl-Siding-Installation-Manual-2017.pd Design Pressure:+N/Al-50 Verified By:NTA,Inc. Other:Design pressure varies based on the Installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the Installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06,Dd Created by Independent Third Party:Yes 12231.8 Timbermill D4,S7 Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 11 Installation Instructions Attachment Detail Approved for use outside HVHZ:Yes 2017-10-06,Dd Impact Resistant:No FL12231 R4 11 Vinyl-Siding-Installation-Manual-2017.r)d Design Pressure:+N/A/-72 Verified By:NTA,Inc. Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the Installation. FL12231 R4 AE Evaluation Mood STC111111-8 2017-10- 06.Dd Created by Independent Third Party:Yes 12231.9 Timbermill Log Cabin Panel Siding Cabin Board(S6.5)Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 If Installation Instructions Attachment Detail Approved for use outside HVHZ:Yes 2017-10-06.pd Impact Resistant:No FL12231 R4 11 Vinvi-Siding-Installation-Manual-2017.i)d Design Pressure: +N/A/-100 Verified By: NTA,Inc. Other:Design pressure varies based on the installation Created by Independent Third Party:Yes method.Please refer to the evaluation report for the proper Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STCIIII11-8 2017-10- 06,Dd Created by Independent Third Party:Yes 12231.10 Timbermill Vertical Siding DS Configuration Limits of Use Installation Instructions Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pd Impact Resistant:No FL12231 R4 11 Vinvi-Siding-Installation-Manual-2017.pd Design Pressure:+N/A/-57 Verified By:NTA,Inc. Other: 10"oc into OSB sheathing Created by Independent Third Party:Yes Evaluation Reports FL12231 R4 AE Evaluation Report STC111111-8 2017-10- 06-yd Created by Independent Third Party:Yes FEE H-D Contact Us::2601 Blair Stone Road,Tallahassee FL32399 Phone:850-487-1824 The State of Florida is an AAIEEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487,1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: .Installation Instructions: Attachment Details Table 1:Allowable Pressures 1.2 Allowable Pressure' (psf}Additional Product Typical -' ,2 Product Name Names Profile Thickness Nails 3 Staples' (in.) 16"oc 12"oc 8"oc Is"OC 8"oc 69 Pro Pride DL4.5 0.038 76 144 794 160 D5 49 psf,12"oc into OSB — DuraSpan Prospan Premium sheathing (vertical application) Pioneer T4 0.040 37 psf, 12"oc Into OSB — sheathing Fairfield Alpine Ridge or D4,DL4 0044 120 — 170 78 . RidgeviewD5,DL5 59 — 122 59 Select Series Beaded Lexington Series 0.044 74 — — — Beaded Siding 6.5 Select Series Board Lexington Series Board and 0.048 50 — — 45 and Batten Board and Batten Batten Spiegel Grove or D4,DI-4, 108 Harbour Crest Addison Heights or DL4.5,D5, 0.040 74 — 174 1654 Sawmill DI-5,T3.33 D4,OL4 120 — 170 78 — Oak Harbor Bristol Bay or 0.042 Town Square DL4.5,D5, 59 — 122 59 DL5 Timbermill Log Cabin Cabin Panel Board 0.042 100 — — — (S6.5) D4 100 — — — Timbermill 0.042 — S7 . 72 — 132 — Timbermill DS 0.042 57 psf,10"oc into OSB (vertical application) sheathing -I I Allowable pressure determined In accordance with ASTM D3679-1 1. Accordingly,allowable test pressures were calculated using the following equation: D, =P,/(0.36 x 1.5),where Pt Is the average static test pressure. 2 Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specified connectors in the structural framing must be designed In accordance with accepted engineering practice by a registered design professional. 3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of Installation. 4 Second value is for Double Stapled at 16'oc. ,%%' j 7' C. ....... C E iV S. 00, NTA,Inc.,305 N Oakland Ave .0 Nappanee,Indiana 46550 Engineering COA No.8463 No 63511 These documents are applicable only to the elements and touring afteda specifically provided"In.These dwrnoft shag not Do construed In my to spedly,."or ftaign my napect.of Me Wft sontontaifted • herein.Spotified design criteria are basedalalyw Information provided by the clierd and must be verified and approved by the local authaft having jurisdiction.MA in.1e not reposlble forlabnemion werection,dais 416 suspected that th.e documents have been modified,substituted or allared S; E OF 10109117 a* .-* e, "";,i10NAL t 1. The product illustrated satisfies the requirements for the Florida Building Code Sixth Edition(2017)NOT including HVHZ. 2. The installation drawings depicted are in accordance with the Florida Building Code and the manufacture's installation requirements. 3. The products must be installed over a minimum 7/16"wood structural panel sheathing(Plywood or OSB)with an approved weather resistive barrier placed under the siding 4. Flashing must be installed as necessary at all openings,penetrations or abutments of dissimilar materials as required by the Building Code. 5. Wood framing installations are assumed to be 2X S-P-F(G=0.42)or denser.For installation into wood framing use 1-1/2"long 11 Gauge roofing nails or 7/16"X 1-1/2"long X 16 gauge staples 6: The fastener must be able to penetrate not less that%inch into the framing or furring.A 1/16 to 1/32-inch space shall be between the fastener head(nail or staple)and the face of the vinyl nailing hem,so as not to restrict movement due to expansion and contraction. �� `,•• C•E A{• A �i 7. Corrosive resistant fasteners sha!l be used. '��;•; `S F•;C>� NTA,Inc.,306 N Oakland Ave % , Nappanee,Indiana 46550 �,,, Engineering COA No.8463 .". : No 63611 m.ra aoam»rc.a..cW+m.awrmmsew.emawmwwa oswm ' — aw<CsaPiPm".aee Meh'ifeMCmxTm¢i YmiMtt•mnswaehmy �r m w�7,wrtM a a�uo ey«m m ms e�.np rot ewairea y, Mrem.9D.m'*10evITw¢eM e2 EweE Web m htrmIDsn P.me+I W F .L6.-I_ kmNEewtY+4e#NP:w00MTelOcaiw9t4aMS:/MNg unWmm MA¢c nnm n.oa.mio rormm,¢onmuw�.n¢n wspbmeE vai mne Ealanemf Mw ba•n mmCep,uAs6bm0 u e¢aro0 S E OF m'"'+a+'•'°^"n^TA++tatsl7'+sae:smonnmsm..ony. •,• 10109117 Q, ,•��� �'rrunnrr` lo Wall Width -- 5 SPF WOOD FRAMM SPF WOOD FRAhM oc cm) ts,oc "IE'fP1'.6 .sHrA0T.N`1 "M Wall Height momuRf som VWL SIDW FASTENERS (SEC mm 5 w- CHAM ON PAGE 1) NTA,Me.,305 N Oaklmd Ave 5 Nappanee,Indiana 46550 Engineering COA No.0463 ro SECTION B—B ........ 4'*Z � C E iV 0"oe No 63511 • RVISONS STYLE CREST, INC. JOB wo no=am Go am S E OF VINYL SIDING 1 % 10109117 Sam= ZP %% NA L Lr1g, '. BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats&Facts Publications Contact Us ( BCIS Site Map j Links Search lida DO-11 Product Approval(� USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL161-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 1 J Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE t✓i Validation Checklist-Hardcopy Received Certificate of Independence FL161 R6 COI EvaiReport176F.odf Referenced Standard and Year(of Standard) Standard Year ASTM E283 2004 ASTM E330 2002 ASTM E331 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 161.1 Guardian Hinged Door Guardian Hinged Door w/Glazed Insert. Limits of Use Installation Instructions Approved for use in HVHZ:No FL161 R6 II CWS-176F.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+40/-40 Evaluation Reports Other:Not for use in HVHZ.Primarily used with Screen FL161 R6 AE EvalReport176F.Ddf Rooms. Created by Independent Third Party:Yes 161.2 Guardian Hinged Door Guardian Hinged Door w/Solid Core. Limits of Use Installation Instructions Approved for use in HVHZ:No FL161 R6 II CWS-242E.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+40/-40 Evaluation Reports Other:Not for use in HVHZ.Primarily used with Screen FL161 R6 AE EvalReoort242E.pdf Rooms. Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: LW Credit Card Safe PRIME DOOR - NON-IMPACT GENERAL NOTES: �(S1YN1lYl!!/Dl�fl, ' (SHOWN W/ALUM.SINGLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE. OCALA.FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) WWW.CWS.CC 37 114" 3.CONFIGURATIONS:OUTSWING,LEFT OR RIGHT HINGED. OVERALL WIDTH 4.DESIGN PRESSURE RATING: 1000 ALUM. 36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GUARDIAN DOOR UNIT WIDTH GLASS TABLES ASTM E-1300-04e01/09. NON-IMPACT POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 35" INFILTRATION TEST PRESSURE AND GLASS TABLES DOOR CORE ASTM E-1300-04e01/09. Q Z ¢z A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z o w�O ¢w a w IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR w Z O Z ff r_ F_ DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 9 F w§>z-O a _ ANCHOR CALCULATIONS. O O x O¢¢w O O 7 518"" 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE O O O F- D'F r j Q. HINGE(TYP.) SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ¢ 0 Z U ai-�U— F — OLLO 7.ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT < 0 w 0 F O Z USED AT ALL FRAME JOINTS. FQ K } O 37 1/2 I B Lco L a2 0�of r B B HINGE(TYP.) O w H-K w= a OL Of OVERALL HEIGHT I ,o01 WOREotillffi W�th,�� f 5 I LuCBS ,��4P..��GEIVSFy+y���. UNIT Turner 4�- No 5B201 HEIGHT2- 2017-09-15 15:13+20:00 STATE OF .'� I �0.. 79" y,FSS.1 DOOR CORE I x� 9/15/2017 LL LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 46 PH.941-380-1574 A A+—J SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS ADE 09/08/08 CONFIGURATIONS.................................2 SECTION VIEWS.....................................3 MAX. UNIT SIZE DESIGN PRESSURE R—AT—l—N—G7 IMPACT RATING DWG#: ANCHOR SCHEDULE&NOTES.............5 37-1/4"x 81�� +/—40 PSF NONE 6 F INSTALLATION DETAILS........................6 SCALE: LE: SHEET 1:15 1 OF 6 (Cmbm. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 27 3/4" MAX UNIT WIDTH 1000 ALUM. GLASS GUARDIAN DOOR NON-IMPACT a z 3 azR: z woo ¢wow w z8z wMw- o_ aw3}ox�m a F-wzi,-3mx z zxm<w,00 0 2L112' o z`-wzz Da GLASS z 0 O V C z)c1- DLO ¢ pZ'2Z00-Z �� oF�to— w 57" // LL�wmowmw 0� a UNI w a. i~w w W� HEIGHT // a a of a • 1111111 p110REIFF, �� 2 f^ No 58201 ',?1 GLASS DLO ' 13 STATE OF z� 9/15/2017 22" LUCAS A.TURNER,P.E. GLASS DLO FL PE#58201 1239 JABARA AVE. SH-3500(SEE SEPARATE APPROVAL) NORTH PORT,FL 34288 ALL GLAZING DSB TEMPERED MIN. PH.941-380-1574 SHEET DESCRIPTION: DOOR CONFIGURATIONS DRAWN BY: DATE: AIDE 09/08/08 DWG 9: REV.: CWS-176 F SCALE: SHEET 1:10 2 OF 6 WINDOW SYSTEMS 12 1900 SW 44TH AVE. 15 OCALA,FLORIDA 34474 WWw.CWS.Cc � 13 INTERIOR g g 1000 ALUM. 3435 �� �❑° GUARDIAN DOOR 0 0 3 NOWIMPACT 3 14 a z �: ¢z�: owO Wwsd 3 14 8 w ZOZ cr—rKH o ¢N3}Z0�3m 29 10 3 LL Z Z=2Qww Op U c0itn�0al=-v~ia yz SECTION VIEW B-B z p Z v uj Z j U i } p— LW0pw Dpz I�O -0tZ INTERIOR w O�wu}iowinw Qzfn W J wF=-0 Q..Z�Y m W3:wn L a Npusnryry ��%0`010REW T!iO ��:• No 58201 '%� p0: STATE OF �kar z� 9/15/2017 16 7 LUCAS A.TURNER,P.E. FL PE#58201 5 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 23 SECTION VIEWS 6 (1193) ALT.THRESHOLD(1186) ALT.THRESHOLD(1126) THRESHOLD DESCRIPTION MAX.POS.DP DRAWN BY: DATE: SECTION VIEW A-A 1126 BUMPER THRESHOLD NONE ADE 09/08/08 1186 STANDARD THRESHOLD +40 1193 SADDLETHRESHOLD NONE DWGp: REV.: CWS-176 F ITEMS NOT SHOWN FOR CLARITY: NOTE:INSTALLATION w/1126 OR 1193 THRESHOLDS ONLY ALLOWED SCALE: SHEET 9,11,17-19,24-26,31,36 WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 3 OF 6 PARTS LIST 3 ITEM PART#DESCRIPTION VENDOR MATERIAL 2 5/8"-- 09090m _§ - WINDOW TO 1 1377 H�Z BAR,OUTSWING KEYMARK ALUM VVIN SYSTEMS AVE. NFLORIDA g W W 44T7 H ;NT�OCA &FLO DA3 WW WS C 3 S-1374 JAMB,Z B R,OUTSWING KEYMARK ALUM 1900 SW 44TH AVE. 5 --§--1186 THRESHOLD KEYMARK ALUM OCALA,FLORIDA 34474 6 S-1195 OLD KEYMARK -ALUM www.cws.cc 7 8-1126 TUMPERTHRESHOLD KEYMARK ALUM 8 H-1001 DOOR GORE KEYMARK -ALUM 0..ALUM. 9 S-1002 CORNER KEY KEYMARK ALUM OUTER FRAME 1000 ALUM. 10 _F03-008 HINGES IDEAL ss 1/8" ASSEMBLY GUARDIAN DOOR 11 P-3376 POP RIVET HUB ss ' NON-IMPACT 12 P-3280 DEADBOLT-3127-A-Q DELANEY SS 61/16- 4 1/4" 11 DELANEY ss CKS 13 T:T2_8_0 10 ET-3127-A-Q z :_�: < p OLUO Copoci 14 P-3302 WSTP,.330 x.187 FIN,BLACK SOFT TOUCH ULTRAFAB < - 15 P-3310 WSTP. 3-50 x.187 BULB VINYL UL I KAT-AB z uj�o < ozuj 16 P-3224 WSTP.,THRESHOLD VINYL TEAM PLASTICS 1/16" w zOz 0 Z rn§>_0 of 3:ca PRATT IND. FOAM E �-w J�-3�;E�f 17 -fi-3-087 GASKET.DOORKNOB L Z Z=2 wwoo OLT HO PRODUCTS FOAM 0 0�-0 Li< w 18 P-3204 GASKET,DEADS DOOR CORE-H-1001 Q L)u)�- 19 T:�5_84 FOAM COREELITE z V)a- 0 z Z�_=)V) 23 P-3214 BUGSWEEP Z 0(D Z)< z,(d FASTE STEEL PA ;j Z 24 P-3539 8 x 314,QUAD PAN TEK C CORNER KEY-S-1002 ASSEMBLY -0 j!2 0 K 25 P-3 IMPERIAL FOAM 0)0-z 92-9 FOAM BLOCK,DOOR KNOB > "_, .5 3:0 — METALS USA 0)0 ui(j)uj 26 P-3350 FOAM BLOCK,FILLER 00 _ uj j8- P-3369 CYLINDER,DOOR PLUNGER YALE SS u_ww 0 29 P-3310 CYLINDER,DEA5 BOLT —_YALE ss z 5:a. ofo:i C w�-2 (L x 3/8_PHIL FLAT SMS FASTEC ss a CL w 3:w 31 P-3531 M w 32 P-3214 BUGSWEEP TEAM PLASTICS PLASTIC 2 3/8' 2 5/8--1 KEYMARK ALUM �--23 otlassoliff", 33 S-1300 ADJUSTABLE SWEEP 0 'OREW f!4, YALE ss L 04 N........ ?4;w 34 P-33 STRIKE .0 � 'o, : 3/4. 1116" 4 4- N*o S 1 3/4" % . STRIKE 1/16" +1/4, YALE %,,j . DEAD BOLT 5,! 1. 8 x 1-1/4 QUAD PAN W/1/4"LEAD STEEL 11 16' -1 1 11/16" Na58201 t FASTEC S �/ BACKER PLATET 1 It -1 LINE ITEMS NOT USED: ADJUSTABLE SWEEP S-1300 SA% STATE OF l4tZ At 2,4,20-22,27,30 OUTSWING HEAD S-1377 OUTSWING JAMB 5-1 374 NOTE:SINGLE HUNG B.O.M.NOT SHOWN,SEE SEPARATE APPROVAL. 2 15116' 3 7/16" 3 3/8" T 1 1/2" 7/8" 13116!' 9/15/2017 rl/16- f rj. � I 1/1 6, LUCAS A.TURNER,P.E. STANDARD THRESHOLD 5-1 186 BUMPER THRESHOLD 5-1 126 SADDLE THRESHOLD S-1 193 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET_DESCR105614�_ BOM AND EXTRUSIONS THRESHOLD DESCRIPTION -5 RAW N—BY. DATE: 11�6� BUN NONE AIDE 09/08/08 118 STANDARD THRE5HULD +40193 UW—G#. REV.: I NONE CWS-176 F NOTE:INSTALLATION w11 126 OR 1193 THRESHOLDS ONLY ALLOWED TcALE' SHEET' NOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED. WHERE NO WATER INFILTRATION RESISTANCE IS NEEDED. 1:2 4 OF 6 12 3/4" MAX O.C.(TYP.) 6" MAX.(TYP.) Vd SYSTEMS 1900 SW IIIlllllllll���Illlll SEE NOTE 2 lsoo sw aaTH AVE. 6" MAX.(TYP.) OCALA,FLORIDA 34474 W W W.CWS.CC INSTALLATION ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR NON-IMPACT 17" MAX.O.C. ¢ z Q¢z O Q (TYP.) Z w W o w INSTALL TWO#8 ANCHORS THRU w z O z W-z F STRIKE PLATE AND DEADBOLT STRIKE o ;w 3 3 PLATE INTO SUBSTRATE(TYP.) z0 z0�o zd�w o O INSTALL ONE#8 ANCHOR THRU U v U)F v a F V)a EACH HINGE INTO SUBSTRATE(TYP.) °z p 5 z z�U co LL a OwFFO— W O,-Of UU)j Ow co III LL w 0�co a p wFO M=mw a rz Of wr :w ..PNDREW�TG���i ANCHOR LAYOUT ,��GaSF." �� No Mal ;�,p NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING z�- SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9/15/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08 STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ALE: 6 F SCALE: FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE M %MNDOW SYSTEMS IN.EMBEDMENT SEE TABLE 1 MIN.EDGE DIST. 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CW S.CC SEE TABLE 1 INTERIOR 1/4" MAX.SHIM PERIMETER SEALANT HINGE/STRIKEPLATE HINGE/STRIKEPLATE 1000 ALUM. BY INSTALLER MIN.EDGE SEE TABLEDIST. MIN.EMBEDMENT MIN.EDGE DISTANCE GUARDIAN DOOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 SEE TABLE 1 NON-IMPACT SEALANT BEHIND � FLANGE BY INSTALLER 1/4" MAX.SHIM MIN.EMBEDMENT ¢ ? � y w O HINGE/STRIKE PLATE SCREW SEE TABLE 1 ~ o w 0 ¢ c w z W J 0 SEE TABLE I ww z0z OKzm LL Pw3zr�gx z zxmacwoo 0 OI-O�j<w o INTERIOR INSTALLATION ANCHOR SUBSTRATE BY OTHERS 0 0 N F D-I",CO D- SEE TABLE 1 SEE TABLE 1 z z0 'z z F_U u) SEALANT BEHIND PERIMETER SEALANT < z LL 0 CD p 0 LL Z FLANGE BY INSTALLER BY INSTALLER Q 0O O- . ^^ F 0 p F}7 0 r B ,HORIZONTAL SECTION W LL 0)w 0 0 w fn w INSTALLATION ANCHOR z- SEE TABLE 1 SEAL OR SET IN 6 TYPICAL JAMB ANCHORAGE LLO w F 0 a= Y CONCRETE OR MASONRY m F a a w PERIMETER SEALANT ° BY INSTALLER ° 41 ° ° MIN EMBEDMENT ��� F'.O&NS SUBSTRATE BY OTHERS ° o SEE TABLE 1 �:JG��•� F''.,�L�•� SEE TABLE 1 { S : No 58201 MIN.EDGE DIST. ��O STATE SEE TABLE 1 O F1I A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE W410 A„q�s��\, 9/15/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 TABLE 1:APPROVED INSTALLATION FASTENERS SHEET DESCRIPTION: SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. CONCRETE(2.0 KSI MIN.) 3116'ITW TAPCON 1" 1-1/8" INSTALLATION DETAILS CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" DRAWN BY: DATE: 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 112' ADE 09/08/08 0.045-ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2' owc a: REv.: 0.045"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.045" NOTE:GLAZED WINDOW FRAME ATTACHMENT SHALL FOLLOW ALUMINUM CWS-176 F HINGE AND STRIKE PLATE ANCHORS 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-318" 7/8" ANCHORAGE AS SHOWN IN TABLE 1. scALE: SHEET .. 1:2 6 OF 6