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Home My WebLink About19-20850 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20850 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20850 Address: 37634 COREY LEWIS AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0170-00000-2240 Improv. Cost: 30,000.00 OWNER INFORMATION Date Issued: 2/26/2019 Name: LUKSCH, ROBERT & NANCY Total Fees: 352.50 Address: 2800 NW 15TH ST Amount Paid: 352.50 CAPE CORAL FL 33993-4863 Date Paid: 3/22/2019 Phone: (839)691-1163 Work Desc: INSTALLATION CARPORT/SHED 12 X 66 W/CONCRETE ADD ELECTRIC CONTRACTORS APPLICATION FEES ALL FLORIDA MANUFACTURED HOME S BUILDING FEE 285.00 JAMES O MORTON ELECTRIC CO.,INC. ELECTRICAL FEE 67.50 Ins a ti s e uired FOOTER 2ND ROUGH PLUMB MISC N ULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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. NOTICE: In addition to the requirements of this permit, there maybe 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 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. C TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION -8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021 Building Department Date Received ` S 1 Phone Contact for Permittin Owner's Name �� ` • �,��A. L Owner Pho wumber 1� Owner's Address 6'�W 5'1 S4 ()(, Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address / + JOB ADDRESS - O J3`T -)�,, 'LOT # SUBDIVISION A 1'1� 11 ARCELID# bq QS ,�/, (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONS7R41 YI ADD/ALT = SIGN = = DEMOLISH INSTALL �l'�`I REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q C DESCRIPTION OF WORK 414d BUILDING SIZE SQ FOOTAGE tLJ HEIGHT BUILDING $-4a O `f VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING 0 SPECIALTY = OTHER v FINISHED FLOOR ELEVATIONS /LOD ZONE AREA =YES NO BUILDER COMPANY Ja r 1 SIGNATURE REGISTERED Y/ N FEE CURREN YIN Address _ License# , `^ � K 5,1 ELECTRICIAN i COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREI\ I Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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 subdivisionsilarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Farms.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 Servers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if.on public roadways..needs ROW 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)I 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;lasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing,buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. J CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with.a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I.certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than o a(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical)work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR'NO110E OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed re per Wh and bsworn to(or affirmed)before me this Subsarib d d sbyoy to( r e of re me hifi Who is/asonally known to me or has/have produced o Dare personally known to me or has/have produced as identification. as identification. t 9h Notary Public l`�/�(� Not �iw5"�F 22Q19 e� Commission No. Commission No. f `J`� ��S\Qp QA 11 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped e4••..••••.4% ayd CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 208 • BUILDING PERMIT 1 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20850 Address: 37634 COREY LEWIS AVE Permit Type: ADDITION/ALTERATION . ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0170-00000-2240 Improv..Cost: 30,000.00 OWNER INFORMATION Date Issued: 2/26/2019 Name: LUKSCH, ROBERT & NANCY Total Fees: 285.00 Address: 2800 NW 15TH ST Amount Paid: 285.00 CAPE CORAL FL 33993-4863 Date Paid: 2/26/2019 Phone: (839)691-1163 Work Desc: INSTALLATION CARPORT/SHED 12 X 66 W/CONCRETE CONTRACTORS APPLICATION FEES ALL FLORIDA MANUFACTURED HOME S BUILDING FEE 285.00 Ins ections Required FOOTEK 2ND ROUGH PL MB MSC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly 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 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. CONTRAC GNATURE PERMIT OFFICkR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION -�8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER f City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �- Date Received: Site C,%i4 Lj,-O�e Permit Type: 1sU Approved w/no comments:❑ Approved w/the below continents: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. ans Examiner ate Contractor and/or Homeowner �hrm�-Swit zgz (Required when comments are present) i EXCLUSIVE DEALER: . aao❑ ❑a0o aAF❑ FT Sunc, rest Hom-6 s J ACOBSEN HOMES The "Key Largo" KEY.FEATURES: , :/ — rrrr_rrrrr _ • 2 Bedrooms/Den "�-.,��;.: � . rr rrrrr o rrrrr • 2 Full Ba#tis �; rrrrrX _rrrrr • Great RoorNOpen Plan �,j,' - '� rrrrr, rrrrr$ -rrr-rrq-4 rrrr • Large Eat-in Kitchen. -rrrrr rrrr, . • Custom_Cabinets& Upgrade rrrrr "FFF17 Appliance Package rrrr. rrrrrrrr so rrrrrrrrrr • Very Large Bedrooms .`r rrrrr rrr $. Glamorous Master.l3ath w/2 rrrr rr -rrr r$ Sinks&Linen.Cabinet -rrrr . " t� =r . -f- 1 , Walk-in closets. rrr rr O .rrr _7 O I rrr r r rrrrrrrr2-r, I. Jacobsen,Standard Features rr-r- r-rrr rrrrrrrr=-r [ rrrrrr. rrr r rrrrrrrrr rrrr- rrrrr�rr rrrr • Fiber Lass Shingle Roof, rrrrr. _"i-"ir-rr rrr is 9 9. �. rrrrr" rrrrr rrr ,��, • Wood Sheathing Exterior Walls rrrr-r,a Z'rr : r rrrr h rrrrr rrr $ rrrrrri-f-rr • Truss Roof Rafter.System. rrrrr. rrrr rrr rrr _ _ . ` (nsuiated Flex=Duct System Frr-rrrrrr rr-�rrrrrf 6g rrrrrrrrr r rr I: Ventilated Roof Cavity rr • Vinyl La Sidin rrr - ":rrr r., P 9= rrrr r- • 2" x 6" Exterior Walls rr- =rr • �; rr - • 2"x 4" Interior.Walls x rr . • Double Marriage Walls o Fr_ • Decorator Gypsum Interior Walls N N rr O• Reinforced Polyvinyl Bottom Board , ;-��rr r rrr • Solid Steel 1-Bearn Frame . rrrr rr 3"r-rrr • Tie-Down'Connect ors , • Shut-Off Valve-s,on all Sinks I l and Commodes - r Frr- a ; � _E rrrr r =ram 17 - rF N- � SPECIFICATIONS: _- 3 Square are Feet: 1,52 0 rI F Dim. ensions: 28'x 57' �PFFF SETUPS AND LANDS APING MAY VARY.ALL SIZES ARE APPROXIMATE (ND NOT SHOWN TO SCALE 35162 State Road.54 W•Zephyrhills,Florida 33541 :Office(813) 88-3300 www.sunerestsales.com • emai.l:,gales@suncrestsales.com .s b SJ In LL 7, wK LLPAWN en 13 _LLL L'L.L L LL ` LL _LLLLLL LLL L :�_LL KITIHEN L - ' Ca, ,. LBO NUS L L�L2_ ai„ !,,LLL LLLLLLLLLLL°S�LLL.�LL L LL Lam_ L'RDOM_ LLLLL�Lw LL -L LLpINiN�RooM.-LLL LLL LLL LL#1-'"" L.LL LLL lLL L L (-% LLv=4 X1z•-10 LL mwu LLL LLL L �L LL ov1' LL LL �— S LLLLLLLLLL LLL LLL L L L — LLLLLLLLLL LLL L LLL L ®® LL JI LLL LLLLLIII LLLLLLLLLL LLL L LL " LLL °mil n 1 LLL LLLLLLLLILLLLLLLLLLLLL "`LLLLLILLLLLLLL DO.m I_LLLLLLLLLLLLLLLLLLLLLLLLLLLLLILLLILLLLLLLL JL LLL .L -LLL L l.L lL ® MASTER BEDROOM l� LLLLLL'frcnaiLL 14'-0'%13'-S' LLLLLLLTm LL LLLLLLLLIL ININGROOM LLLLLDENLLL.L ' _LLL1i•-9 x1i'-6' LLL BEDROOMM2 LLLLLLLLLLIL n-v x10 r _LLLLLLLLLrL Li L T LLLLLLLLLLL LLLLLLLLLL )Oo 4� Rt�k a �•�S il . xti v'i•'��_�,h;�.'.,-�,'l;-'.F>t'``i. � .��r_k��4..��.n+F..,y a "' `� � �. _.Y,,''_a lL.�.�.��.......,v�_�. _ F�.- - a.3sft..asAy�$'7i]o9tf�t`..�i•- -w.� 1(�.�.4�a.._b .Z+L3:�.i:.� BCIS Home Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site MapY�Links Search F�Oi o s Product Approval S= gr USER:Public User Product Approval Menu>Product or Application Search.>application List>Application Detail FL# FL12231-R4 Application Type Revision Code Version 2017 Application Status Approved Comments 'y e• Archived . 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@styl ecrest,net Technical Representative Lewis Pope Address/Phone/Email 600 Hagerty Drive- Fremont, OH 43426 (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 Evaluation Report-Hardcopy Received Florida Engineer.or Architect Name who developed the Eric J.Tompos P.E. 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. Validation Checklist-Hardcopy Received Certificate of Independence FL 12231 R4 COI UT COI.pd 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- 9.G.pd Sections from the Code 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 DI-5 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 2017-10-06.12df Impact Resistant: No FL12231 R4 II Via}1-Sidinq-Installation-Man ual-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- Q6& f f 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 11 Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant: No FL12231 R4 II Viny- i in -Installation-Manual-2017.Rdf 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- Created by Independent Third Party:Yes 12231.3 Oak Harbor,Bristol Bay and Town D4,DL4,DL4.5, D5;DI-5 Configurations . Square Vinyl.Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R4 11 Installation Instructlons Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pd Impact Resistant: No FL12231 R4 II Vinyl-SI ing-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- 6,pjff Created by Independent Third Party:Yes 12231.:4 Pro.Pride DL4.5 Configurations Limits of Use Installation Instructions j Approved for use in HVHZ: No ( FL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 1 2017-10-06,pd Impact Resistant: No - 1 FL12231 R4 II Viny- i i g-Installation-Manual-2017.pu Design Pressure: +N/A/-76 I 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 I i design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10- Q-6--P d f Created by Independent Third Party:Yes 12231.5 Prospan Premium, Dura Span and T4, D5 Configurations 1 Pioneer Vinyl Siding Limits of Use Installation Instructions Approved for use in HVHZ: No FL12231 R4 II Installation Instructions Attachment Details j Approved for use outside HVHZ:Yes 2017-10-06,pdf 1 Impact Resistant: No FL12231 R4 11 Vinyl-Sidinci-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 i Evaluation Reports design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-1D- 95_Ps1f Created by Independent Third Party:Yes 12231,E 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 EL12231 R4 II Installation Instructions Attachment Details Approved for use outside HVHZ:Yes 2017-10-06.pdf Impact Resistant: No FL12231 R4 11 Viny- i 'n -Installation-Manual-2017.Ddf 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,.Rdf 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,pdf Impact Resistant: No . . FLIZ231 R4 II Vinyl-Siding-Installation-Manual-2017.odf Design Pressure:+N/A/-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- MRSff 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 II Installation Instructions Attachment Details, Approved for use outside HVHZ:Yes 2017-10-06.pd Impact Reisistant:'No FL12231 R4 II Viny i i _Installation-Manual-2017,pdf 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 Report STC111111-8 2017-10- MP�- 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 II Installation Instructions Attachment Details Approved for use.outside HVHZ:Yes 2017-10-06.Ddf Impact Resistant-No FL12231 R4 II -Vinyi-Siding-Installation-Manual-2017,pd 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- DO-.Mff Created by Independent Third Party:Yes 12231.10 Timbermill Vertical Siding D5 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.ad1 Impact Resistant: No FU2231 R4 II Vinyl- idin -Installation-Manual-2017.Ddf 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- 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::Accesslbility 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 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 9f �G'. `BCIS Home i Log In i User Registration , Hot Topics I Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map i Links i Search Flontla :- // ?)n Product Approval " USER:Public User product Approval Menu>Product or Application Search>ggplication List>Application Detail x FL# FL18464-R1 Application Type Revision Code Version 2017 Application Status Approved A �d,�'� •� LT As! Comments Op' i-GA L� Archived Product Manufacturer Four Seasons Building Products Address/Phone/Email 7815 American Way Groveiand, FL 34736 (352)78.7-7766 bkaufmann@fourseasonsbp.com Authorized Signature Bill Kaufmann bkaufmann@fourseasonsbp.com Technical Representative Bill Kaufmann Address/Phone/Email 7815 american Way Groveland,FL 34736 (800)342-9077 bkaufmann@metalsusa.com Quality Assurance Representative BILL KAUFMANN Address/Phone/Email 7815 AMERICAN WAY GROVELAND, FL 34736 (352)787-7766 Ext 227. bkaufmann@metalsusa.com Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional.Engineer Evaluation Report- Hardcopy Received Florida Engineer or.Architect Name who developed the Do Kim, P.E. Evaluation Report Florida License PE-49497 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 02/16/2020 Validated By James L. Buckner,P.E. @ CBUCK Engineering Validation Checklist-Hardcopy Received Certificate of Independence FL18464 R1 COI certificate of Indepgnden gdfdf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504 1507.4 1609 Product Approval Method Method 2 Option B Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 18464-.1 Rhino Steel Riser pan and Twin Vee Steel roof panels for outdoor patio products, residential or panels commercial patio covers,carports,screen rooms,awnings, canopies,walkway covers,sheds Limits of Use Installation Instructions Approved for use in HVHZ: No FL18464 R1 II 2017 Four Seasons Steel Rhino Panels Install Approved for use outside HVHZ:Yes DWG.R�f Impact Resistant: No Verified By: Steven Moraga 64609 Design Pressure:N/A Created by Independent-Third Party:Yes Other:see installation Instructions for_span tables Evaluation Reports FLIS464 RI AE 2017 Four Seasons Rhino Panel Evaluation Re1241 R f Created by Independent Third Party:Yes Contact Us::'2601 Blair Stone Road,Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CooJLght 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 Ocfober 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 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 dick bpr6. Product Approval Accepts: �»r RAN _Ch_I M . Credit Card Safe L �. _.�._. {f`=_t_7__r y,..' ';r,-:�.o,.�.,q.,EiS y"' i-i "t°`; �"",--"• max BCIS Home Log In�! User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff l KBCIS Site Map Links Search Florida Product Approval ;1. USER:Public User a Product Aooroval Menu>Product or Aoplketion Search>ggolication List>Application Detail FL# FL16468-R12 Application Type Revision Code Version 2017 Application Status Approved 6r'lZE Comments y Archived C Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,,OR 97601 (800)53.5-3936 foci@jeid-wen.com Authorized Signature Jason Kantola . fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd, Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior-Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL16468 R12 COI COI JW SS 2015-04-27.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16468 R12 Eauiv ASTM E84 EgulvalenW,Letter SS 2017-08-31.0df Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/02/2017 Date Validated 12/22/2017 Date Pending FBC Approval 12/22/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 16468.1 A Design Pro/Smooth Pro/Studio Single(X)Opaque Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Fiberglass- Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010861A X, OPO SS 2017-02-09.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: EL16468 R12 AE PER4655.1 SS 2017-11-17.pdf Created by Independent Third Party:Yes 16468.2' B Design Pro/Smooth Pro Single(X)Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Fiberglass Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010862B X,�CLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. 73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4430.1 SS 2017-11-17.pd Created by Independent Third Party: Yes'- 16468.3 C Design Pro/Smooth Pro/Studio Double(XX)Opaque Door 6-0.x 6-8 and 6-0 x 8-0-Inswing and Fiberglass Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010863A XX,OPPQ SS 2017-02-09.12df Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E..73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4656.1 SS 2017-i1-17,W Created by Independent Third Party: Yes 16468.4 D Design Pro/Smooth Pro Double(XX)Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Fiberglass Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II A010864A XX, GLZ SS 2016-08-26.pd Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E:73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4432.1 SS 2017-11-17.pdf Created by Independent Third Party,: Yes 16468.5 E Design Pro/Smooth Pro/Studio Single with sidelite(s).(X,O/O,X/O,X,O)Opaque Door 9-0 x 6- Fiberglass 8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes I FL16468 R12 II A010865A OXO,OX OPO SS 2017-02-09.pdf Approved for use outside HVHZ:Yes. Verified By: Hermes F. Norero,P.E. 73778 II Impact Resistant:'No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports . Other: FL16468 R12 AE PER4657.2 SS 2017-11-19.pdf 1 Created by Independent Third Party: Yes 16468.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s) (X,O/O,X/O,X,O)Glazed Door 9-0�-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 Rig II A010866B OXO,OX GLZ SS 2016-08-26.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: FL16468 R12 AE PER4434 1 SS 2017-11-17 pdf Created by Independent Third Party: Yes 116468.7! G Design Pro/Smooth Pro/Studio ;Double with sidelite(s)(XX,O/O,XX/O,XX,O)Opaque Door 12- I ! I i Fiberglass 0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ:Yes I FL16468 R12 II A010867A OXXO,OXX OPO SS 2017-02- Approved for use outside HVHZ:Yes Q,9 Rdf Impact Resistant: No Verified By: Hermes F. Norero,P.E.73778 { Design Pressure: N/A Created by Independent Third Party:Yes Other: Evaluation Reports EL16468 R12 AE PER4658.2 55 2017-12-19.Ddf Created by Independent Third Party:Yes 16468.8 H Design Pro/Smooth Pro Double with sidelite(s)(XX,O/O,XX/O,XX,O)Glazed Door 12- Fiberglass 0 x 678 and 12-0 x 8-0 Inswing and Outswing { Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16468 R12 II-A010868A OXXO._OXX GLZ SS 2016-08- Approved for use outside HVHZ:Yes 2-6-pff Impact Resistant: No Verified By:,Hermes F. Norero,P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16468 R12 AE PER4436.1 SS 2017-11-17.odf Created by Independent Third Party:Yes E 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. :: riyacy 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 if they have one.The emalis.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 dick hjre. Product Approval Accepts: . Credit:Card Safe Business t t r t BCIS Horne .I Log In I User Registration I-Hot Topics I Submit Surcharge_�I Stats&Facts I Publications Contact Us I BCIS Site Map I Links I Search I b a . . ' r " �. product Approval r . ". USER:Public User " Product ADproyal Menu>Product or Application Search>'Application List>Application Detail FL14396-R4 Application Type Affirmation Code Version 2017 Application Status: Approv. , Comments Archived _ Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd: Mason,,OH 45040 (513)770=6062 . . .. mwesterfield@clopay.com ..... .. . .... Authorized Signature Scott.Hamilton shamiltoh@clopay.com Technical Representative . . . . ' Address/Phone/Email Quality :Assurance Representative• Address/Phone/Email Category Exterior Doors Subcategory Roll-Up Exterior Door.Assemblies' Compliance:Method_ Evaluation Report from-a Florida_Registered Architect or a Licensed Florida Professional Engineer • � Evaluation Report- Hardcopy Received. Florida Engineer or Architect Name who developed the Shawn P.,Kelley Evaluation Report Florida License' PE-FL58299 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/27/2027 Validated By _ Gary Pfuehler Validation Checklist-Hardcopy Received Certificate of.Independence FL14396 R4 COI S-S Cert Ind CLO 2015.E Referenced Standard and Year(of Standard) Standard Year TAS 201 1994: TAS 202 1994 TAS.203 1994 ' Equivalence of Product Standards _. Certified By Sections from the Code I affirm.that there are 66 changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. .. Documentation from approved Evaluation or Validation Entity Yes No - N/A FL14396 R4 COC CLOO1151416-60FL2017 CP0005.pdf FL14396 R4 COC CL001151416-60FL2017-1.pdf Product Approval Method Method 1 Option D Date Submitted 12/19/2017 Date Validated 12/19/2017 Date Pending FBC Approval Date Approved 01/30/2018 Summary of Products FL# Model,Number or Name Description 14396.1 1. Insulated Door CP0001/CP0651 Slat Limits of Use. Installation Instructions Approved for'use in HVHZ: No FL14396 R4 II S-S ES-16-63-CLO.pdf Approved for use outside HVHZ:Yes Verified By: Shawn P. Kelley FL PE 58299 Impact.Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +120 PSF/-120 PSF Evaluation Reports Other: Refer to DWG ES 16-63-CLO for maximum design FL14396 R4 AE S-S Eval Report CLO 2015:pdf pressure for each door width.The maximum height for all doors Created:by Independent Third Party:Yes is 30 ft. Maximum design pressure is 120 psf.Impact resistant f6r.50 FPS missile impact speed. Mounting to steel jamb, concrete jamb,or filled CMU jamb.Slat material is available in galvanized or stainless steel. 14396.2 2.Insulated Door CP0001/CP0651 Slat Limits of Use Installation Instructions Approved for use in HVHZ: No FL14396 R4 II S-S ES-16-64-CLO.pdf - Approved for.use outside HVHZ:Yes Verified By: Shawn P. Kelley FL PE 58299 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +120 PSF/-120 PSF Evaluation Reports Other:Refer to DWG ES 16-64-CLO for maximum design FL14396 R4 AE S-S Eval Report CLO 2015.odf pressure for each door width.The maximum height for all doors Created by Independent Third Party:Yes is 30 ft. Maximum design pressure is 120 psf.Impact resistant for 80 FPS missile impact speed. Mounting to steel jamb, concrete jamb,or filled CMU jamb.Slat material is available in galvanized or stainless steel. 14396.3 3.Insulated Door. CP0001/CP0651 Slat Limits of Use Installation Instructions Approved for use in HVHZ: No. FL14396-R4 II S-S ES-16-65-CLO.pdf. Approved for use outside HVHZ:Yes Verified By: Shawn P. Kelley FL PE 58299 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +120 PSF/-120 PSF Evaluation Reports Other: Refer to DWG ES 16-65-CLO for maximum design FL14396 R4 AE S-S Eva] Report CLO 2015.pdf pressure for each door width.The,maximum height for all doors Created by Independent Third Party:Yes. is 30 ft. Maximum design pressure is 120 psf. Mounting to steel jamb,concrete jamb,or filled CMU jamb.Slat material is available in galvanized or stainless steel. 14396:4 4. Non-Insulated Door CP0020 slat Limits of Use Installation Instructions Approved for use in HVHZ: No FL14396 R4 II S-S ES-16-60-CLO.pdf Approved for use outside HVHZ:Yes Verified By: Shawn P. Kelley FL PE 58299 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +100 PSF/-100 PSF Evaluation Reports Other: Refer to DWG ES 16-60-CLO for maximum design FL14396 R4 AE S-S Eval Report CLO 2015.pdf pressure for each door width.The maximum height for all doors Created by Independent Third Party:Yes is 30 ft. Maximum design pressure is 100 psf.Impact resistant for 50 FPS missile impact speed. Mounting to steel jamb, concrete jamb,or filled CMU jamb.Slat material is available in galvanized or stainless steel. 14396.5 5. Non-Insulated Door CP0020 Slat Limits of Use Installation Instructions Approved for use in HVHZ: No FL14396 R4 II S-S ES-16-61-CLO.pdf Approved for use outside.HVHZ:Yes Verified By: Shawn P. Kelley FL PE 58299 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +100 PSF/-100 PSF Evaluation Reports Other: Refer to DWG ES 16-61-CLO for maximum design pressure for each door width.The maximum height for all doors FL14396 R4 AE S-S Eval Report CLO 2015.pdf is 30 ft. Maximum design pressure is 100 psf.Impact resistant Created by Independent Third Party:Yes for 80 FPS missile impact speed. Mounting to steel jamb, concrete jamb,or filled CMU jamb.Slat material is available in galvanized or stainless steel. 14396.E 6. Non-Insulated Door CP0020 Slat Limits of Use Installation Instructions_ Approved for use-in HVHZ:No FL14396 R4 II S-S ES-16-62-CL0.adf Approved for use outside HVHZ:Yes Verified By: Shawn P. Kelley FL PE 58299 Impact.Resistant: No- Created by Independent Third Party:Yes Design Pressure;"+100 PSF/-100 PSF Evaluation Reports Other: Refer to DWG ES 16-62-CLO for maximum design FL14396 R4 AE S-S Eval Report CLO 2015.odf pressure for each door width.The maximum height for all doors Created by Independent Third Party:Yes is 3.0 ft. Maximum design.pressure is 100 psf. Mounting to steel jamb,concrete jamb,or filled CMU jamb. Slat material is available in galvanized or stainless steel. "- Hack Next 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 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 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: - -" - ® ® 0 M I Cmdit Curd " __�... _._..3.'�'.V`.�"..-'i.: - _ = �--,-5.�e��-�V-mE-?•':t _ _ - --ri5-; R ;-.-f - -�-'�'w-AE. �'j3 all it �_.....�:.2-. �_...� �.--`..•....mac_ .w_„_. _r.._�....._._......_..< _�..,.i.._. �&�:w�:.:.�i.��. "ts::34.-,�'k,....,,ate-.�..._Sa.E....:.:•:.�_ BCIS Home Log In�': User Registration i Hot Topics Submit Surcharge ! Stats&Fads Publications FBC Staff BCIS Site Mapes Unks Search bProduct Approval USER:Public User Product Approval Menu>Product or Application Search>@eplicatim Llst>Application Detail FL# FL239-R25 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.:Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission.if necessary. Comments Archived Product Manufacturer PGT Industries: Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski s'tA jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)-486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung" Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER: Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year .. TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/08/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 12/25/2017 Summay of Products FL# I Model,Number or Name Description 239.1 SH-200 (Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063002.pff �. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please-see Miami-Dade County Notice of Acceptance F1_239 R25 II 17063002.pd (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600 (Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.12df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063007.pd (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063008.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Hate Impact Resistant:Yes 03/26/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063008.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER- and anchor type,size,and d spacing information. - Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800 (Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063003.p_df (NOA)for product performance information; anchorage details, Verified By: Miaml-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.adf Approved for use outside HVHZ:Yes Quality Assurance_Contract Expiration Date Impact Resistant:Yes 05/93/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063004.pdf (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: f— -- 239.6 SH-5400(Non-Impact) �Vinyi Single Hung Winnow Limits of Use — 'Certification Agency Certificate Approved for use in HVHZ:Yes ( FL239 R25 C CAC 17063006.pdf Approved for use outside HVHZ:Yes (Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A j Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063006.p (NOA)for product performance information,anchorage details, I Verified By: Miami- df Dade BCCO-CER and anchor type,size, and spacing Information. Created by Independent Third Party: I Evaluation Reports I, Created by Independent Third Party: _JI 239.7 SH-5500(Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate " Approved for use in HVHZ:Yes FL239 R25 C CAC 17063005.odf Approved for use outside HVHZ:Yes_". Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions 4 Other; Please see Miami-Dade County Notice of Acceptance FL239 R25-II 17063005.pd (NOA)for product performance information,anchorage details, Verified By: Miami-Dade BCCO-CER and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 0 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.'§WAght 2007-2013 State of Florida.::Privacy Statement::Accessibilih 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 Chapter455,F:S,must provide the Department with an email address if they have one.The emails provided may 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 dick here" Product Approval Accepts: Credit Cara. Safe I j eAl City of Zephyrhills � BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: is Permit Type: Approved w/no comments Approved w/the belo ts: ❑ Denied w/the below comments: Cl This comment sheet shall be kept with the permit and/or plans. Kalvin S er— s Examiner Da a Contractor and/or Homeowner (Required when comments are present) rrrrrrri FINISHED GRADE Z NEW CONCRETE SL1 - ! 14' DQN v ,, ,� ' NQ w '-REINFORCING SitEL OPTIONS: ° . ,;'i A.ROoi'1(c' ._ p_lla NAMING SCHEDULE pQQ 3$ Cl FAtitfl6t IptBTJe�lAOTO ., ;- -_ •_--_ _ �z� 3 ,.. SII SON SP2 AT EACH S1tE ffi 6 • OOt E 2X4 TOP PULE $ h Yx4 STUDS AT W O.C.-.. IiSTAtt 7YyElt(OR F1IIc110NAL.EOOl1LE)1T) M EXTERIOR TO ACT AS WiPOR BARRER '� EXiFRIOR SFFEIG6(1�7 SlEEiGG E� SIR BBEyiltI f/Y OR e 24 CA'1(TAL) tap vwW 24 ae A1TK NiH 3-TAP PLAJE COW 24'--C 4' cns ALTERNATE. (4) 1 Ox2 SMS thru 11L OFSTANCE BETIEEN EMIH A(ID lIR Purina: (4) #Sx9ie SMS beam or post into internal screw SIPSON SPI AT EACH SRp nd/a_EXJEli�.( tf 1T.6 ..- ixss .r+ A (2 each side) bosses of purlin or chairroil Chairrai: BEAMAr OR(i SUB F"91 (2) iais SMS C (one each side) B k VAPOR BARKER • a .� aBlTtes:BttsATIA CLEAN POISED AND COP. SOL�CgPAC1ED TO 95%MOCIED Choirroil or Purin PR0C10R AS1Y D1557) _ - $AR5 EVEN Y SPACE,lit 2 COWR 1-4x2-1x2 Aluminum clip a r m attached to beam or post with (2) MONOLITHIC FOOTING/WALL SECTION (storage room) #819(s SMS at sum SECOM OILY 7fEs r a AiAAR a 7rlra>~ r ae tTf� t 7 to tofu r x tMBMflTii CHAIRRAIL/PURUN CONNECTION NT• :- ,� TO POST/BEAM su K w tai e a ttile�eHls �lrt+rnaw�tBlnfs atBtMll r xs�A� t10tII soa�s•oc. _ waalirll rxmm: t Flu «.x e1Y roofing system HOST STRUCTI)RE Al a l�lMlt M 11 Comm own core or meta roofkg r is ittaMBtTf install 2x2' stitched 24• c.c. for fist 3 ft MOM tHoiMs a6tiR tatty s 1'lIMI P NC m AM sr �ral_ end (zone 2 Pon roofing a*) use f 1 Oxt.5• t 7Eafls•FAIa r ee ne�sE9E 2x beam assembly ». ec 3• p tIFliBBI{ CM IMIN s f fIs r x m Ar through ix7Ns .Aa Nq a - BtoEet i+~Ea r NC 2x tram a 04* washers and vinyl arb �wc►aR to ; to MOOD-/taow WOOD sCRIMs•tr O.C. Hitt li 7 Ip nt — N� u`e►vae � -_�1 IEa -3M 7 ip r ae AT ws timwls NOTES, 'C' CHANNEL FOR PANELS 7 liw• rOCATMIR L 2 FASTEN PANELS TO THE TOP ALUMIPU4 BEAM(S) VITH A MM () OF f�Jt •IWI4• LWG TEK SCREVS ACROSS THE PAN Oft AT 12• rua 7 ItAt r oc Ar trBs CENTERS ALONG ALL BEARING POURS ALONG THE PIN, IR PER ...I- IMNFACTtRER REC@ ME IENDEDMETHODS Q►SE MOST STRINGENT) 2 THIS STRUCTURE IS NOT DESIGNED FOR SAFE HABITAT20N ST DURI EVENTS eaT Q. AT1 C 24 r e a Mis : DURING ST �DE at..www.ATN C•N r NR a Mts HOLE EDGE N ... s x DISTANCE>5/V ats Erl E AIr At 1Bt tr tK AT HQ 011 Iii gat, PLACE (2)IFA•M i>�ri/ -/1 IN ( #12X3/4 o�ewG.a x r,cz CEP 1H<t/�d 5T11D IIMt1r SMS ON EACH SIDE 9'-S 1bY-* x.r,a OF BRACKET s•-s ma-c x-r,is ,uILPOST a-r O iz-c x.r,it CUTER t OF i.BO AI A /r!AT 1M A�M�■M SPAN W HOLE DAR raeATs�AaracAT � EQ ALDIT WOOD HEADER SCHEDULE s1t1D tinEi a►a JR'rM A is ttMlr� MIN. TWO PER P06T ��—-—-—— "M i" NOT TO SCALE r u Ili B A�tr x AT D�TANCCE>b.. /V $ aBfA a16.!'�A� , tfE1BtB►lrar POST BRACKET Figure 3.3b Stud notching E CPS-1 »hresadasFariofddbgtar+sigdrr4'ws POST TO SLAB CONFECitoN and boring limits. T O { I NI�tFtCY't1AF�RS ' d 'S j S 44 _ No a g f 11Mfl41EADWflyflj _ T'llffl . . "list' 4, s 3r c71A sum G i PULLM \t4 'tL4i Zd3t-L1£i=Z4 ? S4diii!L.iLi.iii: "133I4S .'LIi.�-(iG i { •� OW AND CONN5 . , AMC ST -- _ _ �- w WOOD POST TO t ®t s CH W! I �JB `Y. — SEE PLAN SHEET Si _. 3C40Z BASE PASTENED TO TM' j' RAISED RICK WALT. _ASIC? $TANT -- NEW RAISED SLA$ C W .., - R. Z M 3 RE$A1t fEt4}'T fWIR z ='"w 24-IMTO SLA$k16"4 — x ____ 1ff w s T I __ ______ fr & Q, k '([ = -- _ cPi.iT ��N'K wALL WTLONAt 12' 1Mt $tCflOPI ELEVATION Cs «MIIIIM� - M '� rte SEE PLAN SHEET S1 FOR STAIR, a a _x_ � .z __._ : -- LANDING,HONE ORIENTATION C ,,,, .g Ii .tik � MfY nit /11 iIIj f No _ � m _.. .. _ ...: -'-.... w>-e-Ore • In flat Insixuchons: Attach tI is It, WiUVMth 0 Mere�IrM wears-A mil) apF laoww araUIS se+r�biooa�ne4aa: •g` Rraeot mass AddfapYsdrect pra/ ___ _ II II II s a>ms' eee�Ms' fret 12'os rec lrec roe W Cea melon DI.01lr De aa6 e¢ — lea 60 117 fi•lii. r b 49W 1rsp ore _ _ p ti (vmv" pr.mww a0w : ; ; /alt»adWf SK=A r wa1 terls4 e#, a1rMW 0.014 lak ttt3 so — 122 so — iialll� MME tt IC_ 6kywek;'�elt, p.<4 and stick waterlal, a tcl Fdradd Stied LeraeraatntMMea a..e.tts 0.044 74 Dowd sad M 0.046 50 — — ai11L t�aII Hae4nr QwtM ,HaWIhcr DL4a,DL4r 0.040 74 — 174 r to ap►b0 ct"It t 4WR TO LEFT) brwdatds 48,t114# 0.044 — 11 — — — p _ 48 M V UMedaidr-- a . :0046 e6 103 es 133 m�• O tO11i i " !- Q at MOM adeber a�r4r. 04 o:o4z 12e — 170 78 — t. Tha product NMabeled embefts the requksnmllLttiriha t rilida BtYidiny Cod!5wed.C C.) - , 30. — 122 ee — 2 The MtaMatlorr drawings depk3ad We in aooatdoloe wtth the Panda BuMt Coda and the plotli#aalure'e 042 - t+ 1lahrnla Loa areas 1a4N L.0. l:afiis o. Z - } c3wr rars.r ants sera! e I .tion mquk mena. too. — — — - 3. The product.anal be kattliad over a ndnkraan 71W wood dru l panel d s0.hkr d(I ve od of On)wIh an M N 00 100 approved wwdar r.ddIv.barrier pkraed under :. _- _ ---- - -- ---- ------= 7lnrtemral -. w 0.042 72 t3Y 4. FNelikg anal be kud.Ned as neoeeearyr at*N openktpe,penetrations or abuknanta of 6 req del by the Bt Idla0 Code• (vnaM — as 0.042 67 per,10 cc 1de 086 �..rrrg — — S. tlYood trwni g bdeOSt1ons are seeunted to be 2X S-P-F(G=0421 or denser.For kalaNr tlarb trlb rpood Aarni nw . ...- 1-1!?iong 11 Gouge motkrpraftor7/tt!'X 1-1 �ongXi$ a __.. r;eeerab4e pe. w det.nwd l S orene►rrw rlt ofars 4bw ftoeara�wy 6. The haMrar mud be 0.b a to penetrate not lawh:. ..: ehd be between t e tlnlaner head(nail or dept.)and 1M fi�oe ofble vinyl noting hem. a is-netla r flat E in Dr= ,�(o.36x!.5).%haslibleavmW�ptlsMrPvwje. H ee cnme prssare avow roars eraea Oayr.lnw> ti ff.*v65 r*NOW*ahoy.-ace er$e s,u sd oar»obors mowrrleet due b m"nab-and oordraatton. r VS-1 the*udaral firming avid b e desip.d 1i aorordrkrs ui rr.eoepledoa¢14e t nea pee br.. Ned deNn puredasr. . .< , 3 Rdwl0aeaamr6.4fw*m ensr lwtnpmts sd&"detirdkwkMd en 'Derrb b..pled a 1r«has a o.eion pne re,4 a tee per. 7. Carrouks reditar*fasteners shaft be used. o" DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS, >, � , Florida Building Code `6th Editior► Building & Residential (2017) FLORIDA APPROVAL CODES > 3 TABLE 1604.5 °•.,•'/ •« Screened Enclosures/Patio Covers/Minor" Storage APP/SEQ # MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS • .•• Facilities - Risk Category I Sun-Rooms/Acrylic Enclosures - Risk Category II FL12231-R4 Stylecrest Inc. Panel Walls Siding Approved •• Figures 1609.3(3) - 140 mph windzone (ultimate) FL18464—R1 Metal Building Products Roofing Metal Roofing roved M O_ 1609.4.2 & .3 - Exposure Category B •° N O 2002.3.1 - Extruded Aluminum to have a-minimum watt thickness FL16468-R12 Jeld-Wen Exterior Doors Swin in Approved ►• . of 0.040 ' a �: Table 2002.4 - Structure Loading Pressure at 140 mph' FL14396—R4 Clo Exterior Doors Roll—Up Ext. Door Assmb. Approved '' - Horizontal (winward/leeward) = 27 PSF / 21 PSF max. FL239—R25 PGT Industries Windows Single Hung Approved •« Vertical (screen/solid) = 8-PSF -/ 23 PSF max. r •• Table 1609.6.2(2) - Interior Pressure (Cnet), • �' •• Enclosed Structure NOTES: 1. SPANS BASED UPON CALCULATIONS PERFORMED BY ENGINEER..« Windward +0.43/-0.73 2, DO NOT EXCEED SPACING BETWEEN COLUMS (DIMS SHOWN ARE O.C Ai.) WITHOUT WRIT( LP OVAL FROM _ «• Leeward -0.51/-0.21 ••• Sidewall -0.66/-0.35 ENGINEER. ADDITIONAL COLUMNS CAN BE ADDED OR SPACING/SPANS REDUCED WITH NO ADVERSE AFFECT.-_ - ••• Leeward/Flat Roof -0.66/-0.35 3. BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECT TO STRUCTURE...- !, •• Slope 411 ARE MINIMUMS. 2 - -0.73/-0.42 • Interior Pressure (screen room) = ±13.5 psf max. (calculated using 4. ATTACH 1X2 EVERY 36" O.C. MAX. SPACING IS •• ASCE 7-10) 5. FASTEN OPTIONAL KICK PLATE EVERY 18" O.C. WITH #1O TEK SCREWS. --- • Interior Pressure (storage) = ±4,4 psf max. (calculated using ASCE 6. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS. 1 2 7-10) - 7. IF SUPERGUTTER IS USED. CONTRACTOR TO ADJUST BEAM LENGTH TO ACCOMODATE BUT IS NOT ALLOWED TO - -"_" • Concrete to meet requirements of Chapter 4 of FBC-R and Table REDUCE BEAM SIZE. R402.2 8. Self Matinb Beams to be stitched 24" o.c. along center of mating surface • Structure designed for use with 20x20 max mesh density. Use of a PAN ROOF INFORMATION (FL18464 R1): less dens mesh will not adversely affect the structure. • 2002.4 - Any 1 ft length of vertical member Is designed for 1. USE PAN ROOF PANELS, 3' TALL SEAMS WITH 0.024" OR TRESSPASS NOTE: a 300# vertical load. Any 1 ft length of horizontal member STRUCTURAL EQUIVALENT. -Oirner end-/os.-non'-construction is designed for a 200# vertical load. 2. FASTEN PANELS TO THE TOP ALUMINUM BEAM(S) WITH A MIN. and/or non-jurisdiction related '�,r F • Table 1604.3 Maximum deflection allowed, OF FOUR #10X1' LONG TEK SCREWS ACROSS THE PAN OR AT tc personnel are not allowed in the •• Roof members 12' CENTERS ALONG ALL BEARING POINTS ALONG THE PAN construction zone until a certificate •« screen = t/60 3. Maximum Spans, of completion/occupancy has been ; o A •« metal/composite = 1/120 • 3.1. 140 mph - 12'6' (zone 1), 10'9' (zone 2 w/o issued by the jurisdiction. - o •^ Contractor___&allowed to use aluminum alloy 6005T5 and 6061T6 reinforcement) 3.2. 150 mph - 12'2' (zone 1), 10'0' (zone 2 w/o UILDING NOTE: reinforcement) I I F BUILDING IS DESIGNED TO SUPPORT AN ATTACHED CAR PORT STRUCTURE. l�Vtif- I)A- - ONTRACTOR TO PROVIDE INFORMATION FROM MANUFACTURER AT TIME OF at - ERMIT SUBMITTAL OR CONSTRUCT A'FALSE' WALL/COLUMN(S) AT THE BUILDING. CITY Of ZEPDY L :yb RUILDIN:)OFFICIAL _ ` 2 x7'x.055"- WEB THICKNESS: 0.050' - - _.ft�IGE THICKNI=S� x.1350- _ _ t r+ t_ .1 t t r t rare wallAREA 1.2287 SQ.IN. t r t j t „j tt t t i iMOMENT OF INTERIA: rttirit,tittttt rttititititrtrt o —Ixx = 8.4717 in"4 tiiirirrttrtir o rrtt„rttttttrt v —lyy = 0.8491 in-4 trtt,tttrtttttt roofing an roofing SEC pan pSECTION OF MODULUS: _ � itrtittttittitt a � (� m storage room o carport .--r —Sxx = 2.4254 m 3 ora ttttrttitttttir _ _ g rttittiitiittrt S1py tttitittttttttt a ao RADIUS OF GYRATION: iiiiiiiiiiii ` to —rxx = 2.6258 in M tiirirtttittttt Q a. iittitttttttttt —ryy 0.8313 in "-J J d ritttttttitiitt iittrttt„titti ALLOWABLE Fy: 9.2 kip V 'U W Mmax 22 31 kip—in L= " ___ � � 3"x3"x.O9O" 3O Ei 6' $' WEB THICKNESS: 0.125" J s FLANGE THICKNESS: 0.125" M C rn Pon roofing AREA: 1.0875 SQ.IN. TER --- ---------------------- ----- 2"x7" 2"x7" 2"x7" 2"x7" MOME OF IN'Er----------- ----------- SECTION OF MODULUS. Ixx 1 49 in -- — -----= ----------- 1. 44 in�4 ---------------------------- -------------------------- ih i') c_ :4.31.1 'ii 3 _ -- -------------- —Sy- 1.3115 in"3 ELECTRICAL N0TE:_ ------------------------ ------------------------- RADIUS OF GYRATION: • install interrupters above b f e. -------'-------------------- —rxx = 1.1934 in —ryy = 1.1936 in r+ FpP =fitII-B — ALLOWABLE Fy: 17.2 kip T 1 I"1aX. O.C. Mmax = 7.16 kip-in N DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS' FLORIDA APPROVAL CODES •m •• Florida Building Code 6th Edition - Building & Residential (2017) > �^ •, TABLE 1604.5 •« Screened Enclosures/Patio Covers/Minor Storage APP/SEQ # MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS •L ' Facilities - Risk Category I ••• Sun-Rooms/Acr ilc Enclosures - Risk Cate or . II Y FL12231-R4 St lecrest Inc: Panel Walls Siding roved •• Figures 1609.3(3) - 140 mph windzone (ultimate) •• - 1609.4.2 & .3 Exposure"Category-B' - FL18464-R1 Metal Building Products Roofing Metal Roofing roved •• 2002:3.1 ,- Extruded Aluminum to have a. minimum wait thickness FL16468-R12 Jeld-Wen Exterior Doors Swinging roved of--0.04fl' -. •• Table 2002.4 - Structure Loading Pressure at 140 mph' - -FL14396-R4 Clopay Exterior Doors Roll-Up Ext. Door Assmb. Approved °' : $� ••• Horlizontat (winward/teewArd) = 27 PSF / 21 PSF max. FL239—R25 PGT Industries Windows Single Hung Approved •« Vertical (screen/solid) __8 PSF / 23 PSF Max. •• Table 1609.6.2(2) - Interior Pressure (Cnet)' .,,,��,, •• Enclosed Structure NOTES: ••• Windward }0.43/-0.73 1. SPANS BASED UPON CALCULATIONS PERFORMED BY ENGINEER. W m a ••• Leeward 0.51/-0.2i 2. DO NOT EXCEED SPACING BETWEEN COLUMS (DIMS SHOWN ARE O.C.) WITHOUT WRITTEN APPROVAL FROM •« Sldewall -0.6�/-0.35 ENGINEER. ADDITIONAL COLUMNS CAN BE ADDED OR SPACING/SPANS REDUCED WITH NO ADVERSE AFFECT. Q od$ •« Leeward/Flat Roof -066/-O.35 3: BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECT TO STRUCTURE. SIZES SHOWN €� r •• Slope 4'12 -073/-0.42 ARE MINIMUMS.! g $ Interior Pressure (screen room) _ ±13.5: psf max. (calculated using 4. ATTACH 1X2 EVERY 36" O.C. MAX. SPACING. . � o .. ASCE 7-10). 5. FASTEN OPTIONAL KICK PLATE EVERY 18" O.C. WITH X10 TEK SCREWS. � d • Interior Pressure (storage) _ ±4.4: psf max. (calculated using ASCE 6. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS. d - _"_ 2 7-10) 7. IF SUPERGUTTER IS USED, CONTRACTOR TO ADJUST BEAM LENGTH TO ACCOMODATE BUT IS NOT ALLOWED TO ' Concrete-to meet-r Chapter eF�ulrements of Cha 4 of FBC-R and Table REDUCE BEAM SIZE. • R402.2 8. Self Matinb Beams to be stitched 24" o.c. along center of mating surface •� • Structure designed for use with 20x20 max mesh density. Use of a c) tess dens mesh will. not adversely affect the structure. PAN ROOF INFORMATION (FL18464 R1): COMPOSITE WALL INFORMATION: • 2002.4- - Any 1 ft length of verticat:heriber is designed for 1. USE PAN ROOF PANELS, 3" TALL SEAMS WITH 0.024" OR 1. foam core panels with aluminum skin. y, a 300# vertical .load. .:.Any 1 ft length of horizontal member STRUCTURAL EQUIVALENT. 2. contractor may substitute structural and Is designed for •a-200# vertIcal.load 2. FASTEN PANELS TO THE TOP ALUMINUM BEAM(S) WITH functional equivalent materials. • Table 04.3 - Maximum deflection allowed'. A MIN. OF FOUR #10X1' LONG TEK SCREWS ACROSS 3. product approval information' •• Roof members THE PAN OR AT 12' CENTERS ALONG ALL BEARING 3.1. manufacturer' elite aluminum corporation 2 ••• screen = 1/60 - POINTS ALONG THE PAN 3.2. category' structural components ••• metal/composite = 1/120 3: Maximum Spans 3.3. subcategory' result of new technology v • 3.4. fl approval no.' f112225-r4 •• Contractor is allowed to use aluminum alloy 6005T5 and 6061T6 3.1. 140 mph - 12'6' (zone 1), 10'9' (zone 2 w/o PP v., 1 bup • reinforcement) 3.5. hvhz use' approved (non-living) UILDING NOTE: 3.2. 150 mph - 12'2' (zone 1), 10'0' (zone 2 w/o 3.6. non hvhz use: approved F BUILDING IS DESIGNED TO SUPPORT AN ATTACHED CAR PORT STRUCTURE. reinforcement) �f' " ONTRACTOR TO PROVIDE INFORMATION FROM MANUFACTURER AT TIME OF 'b ERMIf SUBMITTAL OR CONSTRUCT A 'FALSE' WALL/COLUMN(S) AT THE BUILDING. TRESSPASS NOTE: •� ••� Owner and/or non—construction and/or non—jurisdiction related c.> personnel are not allowed in the construction zone until a certificate of completion/occupancy has been issued by the jurisdiction. 2x7x.055" SMB WEB THICKNESS: 0.050" FLANGE THICKNESS: 0.1350" I""""'"""' composite wall AREA: 1.2287 SQ.IN. �� MOMENT OF INTERIA: �►�� ° —Ixx = 8.4717 in^4 pan pan roofing —lyy = 0.8491 in^4 SECTION OF MODULUS: iiiiiiii -Sxx = 2.4254 in^3 �� storage room o carport ��ii�� —Syy = 0.8503 in^3 � et U) �� RADIUS OF GYRATION: 3 �„� Z """""""' —rxx = 2.6258 in r1 g iiiii —ryy = 0.8313 in a ALLOWABLE Fy: 9.2 kip 0 LL w Mmax = 22.31 kip—in dj 16' 50' �v = v "x3"x.090" 5 $' 66 L8' WEB THICKNESS: 0.125" .c FLANGE THICKNESS: 0.125" N.N Q � r� m an roofing ALL WORK SHALL COMP N -------------------------p-- 2"x7" 2"x7" 2"x7" 2"x7" - IA. _-_______ _________ CODES FLORIDA BUILDI 5488 in^4 ----------- a --- ------ NATIONAL ELECTRIC = 1.5494 in^4 _ X X OF MODULUS: ------------- ------------- AND THE CrrY — i� ih ih ORDINAN ES --SSyxyx = 1.3115 in^3 _____________ 4vIEVr� DATE faAD 1.3115 in^3 IU OF GYRATION: ELECTRICAL NOTE: - - CITY OF ZEPHYR — —34 in 1.1936 in • Install interrupters above b.f.e. I 12'-6~ PLANS E HALLO LE Fy: 17.2 kip 7 1 NFPA70/NEC 14-210.8(8) • Shed circuit to be GFCI, per f MQX. O.C. kip—in p N o