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Home My WebLink About22-54697 Mpg, M 5335 Eighth Street • FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGR-00546 Issue Date: 01117/203 11111, 111 :1 !Ilil 11 T Will Ill ! � I I 1 11 1 1 .1 * I . PTA accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 813-7£30-0020 City of Zephyrhills Permit Application Fax- 13-7so®o021 Building Department Date Received � . � �,, �- Phone Contact for Porrnittin 1064 Owner`sName Colom-Albalade)o, Orlando & Colon -Rodriguez, Lydia Owner Phone Number 407-595-1027 Owner's Address I lin ale it l rrrtont, FL 47i i Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee simple 'Titleholder Address JOB ADDRESS f�di phrill L-: LOT# [jj= SUBDIVISIONbrand wirsns ♦'has nPARCEL ID#4 �iJ fOOTAtNEca FROM PROPPERTY TAX NOrCla WORK PROPOSED NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR �COMM OTHER PE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORD �l hd, 1Vcd �Idi rlCt BUILDING SIZE ° ° �SO FOOTAGE 0 HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. PLUMING 54�q Sap=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS � FLOOD ZONE AREA =YES BUILDER COMPANY I n tr tin f Central Florida, III . SIGNATURE ��° r � . ' �� ' REGISTERED YIN EEE cuRREN Y ! N Address 4025 Morris Bridge Road Zephyrhills Florida 33543 License # a ELECTRICIANE=:= COMPANY SIGNATURE REGISTERED E;� I EE CURREN Y/ N Address License # PLUMBERE=:== COMPANY SIGNATURE REGISTERED YIN FEE CURREN Address E License MECHANICALE:=::= COMPANY E� SIGNATURE REGISTERED ;N �FEECUR�RENY ! N Address License # OTHERE=== COMPANY SIGNATURE COMPANY E��FEE Address License # _ 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 wl Silt Fence installed, Sanitary Facilities & i dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Mans plus a Life safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days alter submittal date. Required onsite, Construction Plans, Stormwater Plans wt 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 Notre of Commencement is required, (A/C upgrades over $7500) Agent (for the contractor) or lower of Attorney (fear 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 813-780-0020 City of ZephyrhillsPermit Application Fax-81-r8oaoo 1 Building Department OWNER OR AGENT" Subscribed and sworn to (or a f'imn d) before me this by Who is%are personally known to me or hasthave produced as identification. (rotary Public Commission No. Raarrie cif Notary typed♦ Printed or stamped producedCONTRACTOR Sub an e an sworn OT Mo is/ re perso 11 known f: is/have as identification. Notary Publ Commission o, Mal MI 1�1 �t f 1' I h {jp+�p�. fo m �t � # 9- ct dlj ove r n C0I0/7 11-��2 Product Manufacturer American Metals Supply, lnc. Address/Phone/Email 3119 Queen Palm Dr. Tampa, FL 33619 (813) 242-8100 Santrs.on zalezoarnericanmetals.us Authorized Signature Santos Gonzalez Santos.Gonzatez@americanmetals.us americanmetals.us Technical Representative Address/Phone/Email QualityAssurance Representative Address/Phone/Email 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 Narne who developed the Do Kim Evaluation Report Florida License PE-49497 Quality Assurance Entity PRT Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 05/24/2022 Validated By James L. Buckner P.E. @ CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence madeam1w Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections From the Code 1504 1SO .4 1609 2002.4 Product Approval Method Method 2 Option B Gate Submitted 08/12/2020 Date Validated 08/13/2020 Crate Pending FSC Approval 08/19/2020 Cate Approved 10/13/2020 aaraeraapr �� roidtact� L # Model, Number or Name Description i 16952,1 3" Riser Aluminum Roof Panels 0 024" and 0 030 thick x 3 x 12" wide riser roof panels 1 Limits ot � Installation Instructions Approved for use In h VHZ. No mlf (Approvers for use outside HVHZ- Yes j Verified By: Do Kier PE 49497 Impact Resistant: N/A Created by independent Third Party: Yes Design Pressure: +48.5/w48.6 [ valuation Reports 1 Other- For use in outdoor patio construction only. See installation instructions for outer design limitation Created by Independent Third Party Yes { .�,. k�ksa� hi �:�A1 i :: 2Fioi B#sic. Stnne Read Taiiahaansee Ft 32��9 Phones 85i1�A87-3824 The State of. Florida is an AA/EEO employer, C, p ,rJ,aht 26py-2i1i3 State of Floride <: priers, v.5tatetn nt .. AccessibiiiN Statement ;: ReYund:S� Under Florida law, email addresses are public records If you do not waist 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 $50,487,1395, *Pursuant to Section 455:275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter $5, FS. must Provide the 0s partment with an email address if they have one, The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 45$, FS., please click hAm, Product Approval Accept; ORMINERM Credit Card AMERICAN METALS SUPPLY - ALUMINUM ROOF PANELS 3119 Queen Palm Dr, IASCE-1-16LWaeDPmeTaMe I sa Tampa, FL 33619 242 100 .. _. .. (813) Winds Pressure n. s ft 0 £ti Im -1&2/-m6 10.4 12.0 +24,7/-197 9.9 119 +26.5/-23.2 9.1 ILI i L Pt Pm Tt3J"i a25.5/-Xs9 R3 atk4 ._.E ISO &I &a ---EXPOWM8 <S4€7-16titluarte lt" Pressure$ TaMe 5` Sle PRODUCT APPROVAL DETAILS: $ BLDG CODE: 7eh Edition (2020) FLORIDA BUILDING CODE IIViiz: NOT FOR USE IN B IIZ LIMITS OF USE: FOR PATIO USE ONLY, -CARPORTS -PATIO COVERS SUNROOMS -SCREFN ENCLOSURES -CANOPIES 4YMER SIMILAR SiNOR STPUC CURES Notes: L Aluuminion €oat parteLs shall be of alun inum alloy 3105-Lit or.approved equal, 2. Rool panel metal thickness tested: 0.€724" and 4.430"_ VW 3. Product materials contours to ASTM B209, 4 All inside bend radii are 0,047 unless otherwise noted- 5. Standard Manufacturing Tfsleraaces: Dimension + 1- 0,005 Radius ^i- 0 }5 Angle TI- I 6. Product test report for 0.03€i and 6.024" Thickness Roiled 3" Rises Resst' 'ancle, Test Report o,: F;9946.0I-4€11-44, Oct. 2, 2015, ASTM E330/ 33€7h4-I4, Architectural Testing, Inc- an infertak company, 2250 Massaro Blvd,, Tampa, FL 336 9- 7. All product performance specifications and construction requirements shall be engineered by. a licensed design professionalin accordance with the Aluminum Design Mannar,. Spectficarions & Cxuideltne.r forAluminum Structures, Washington, DC„ for wind resistance in conformance to FHC Chapter 16 for Conmeszenis and Cladding Loads, ASCF SEI 7-16 Chapter 34 for RoodCompessents and Cladding for Open Buildings and Partially (true Buildings. Effective areafor wind load calculations based on 36 so, feet, a. Clear wind flow denotes relatively unobstnxctcd wine{ floor blockage less than or equal to 50 . Obstructed wind flow denotes objects below card'inhtlllting wind flora (t50 blockage) as defined by r CElSPI7 I6 9 Span scherhate show maxinnuni rosifpanel spans between supports,. Interpolation between span values is permitted. Max. span deflection them 1/60, 10, Mean roof he4ght ofstrucaure shall not exceed 15 feet above grade. Span tables for open structures based on € 2° (4 per foot) & 5° mat, roof slope. For spans for slope values not shown, linear interpolation is permitted, It. Each roof panel shall be connected per design professional'.; instructions, but shall have min. of (3)-# ill SMS w1neoprem, gasket and wuher along supports (or other approved Connection by design professional) wf min. OF 040` thick. 6063-T6 aluminum base metal,. Support beams shall be provided on edge panels parallel to panel span, M. bvosmc lclatitimate Desiv Pressure Table 1.2" Wind.$ d Designtoessure 0=4 (tt} I 0 span at) no +24,0/-2LO 94 IZS 101 3irJ $. .W-aao +Slj.7J-46.2 Tmtxt; �@ 6.9: #ressezre T 7:6 i ia` S GCS• �F �' R� S WWspeed DiffirPressure 0.024" CId134P' rill +24.5I-24.3 9 s I2 t1 S I2U +I2.5/-29.£f Ski 96 11f +1rb GIA40 @,2 19 z" I a szo" 1- d t fM f { EQ-1 rarer. 1 7z. 3°° Eli F k134iF PANELS LSO KIM ASSOCMTES, LLO CONSULTING STRUCTURAL ENGINEERS ➢O BOX 1 W39 Tanga, FL 32679 S S � � a6 c 0 0) 03> z La in n. .0 0 00-0 `CW to tI i of WOW it Z r k7 Drawing hies: 140316 �SHEET I OF I T t ' tl i > pp 1 BCis Home Log In User Regl$tratlon Hot Topics Submit Surcharge Stats Facts Publications Contact Us I SCSS Site Map ' Links Search , t . Product Approval Or USED: Public User . f!MiQa,6Ri*xl` ` "UkU > P.C4Slg,.` 5..gc".. F Ei a ig i.. , "" > t3RR.iU�t�.i? 'A > Application Detail 4 FL # FL14039-R7 " i. Application Type Revision Code version 2020 Application Status Approved *Approved by D PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Small Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Ply Gem windows 3 N. Main St. Rocky Mount, VA 24151 (614) 307-3278 lua nne. harris@cornerstone-bb. cam Luanne Harris tuanne.harris@cornerstone-bb.com Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved acme_ err �t Ys sullublrd AAMA/WDMA/CSA 101/I,S.2/A440 Florida Licensed Professional Engineer or Architect 03/15/2022 03/15/2022 03/19/2022 Is I Model, Number or Name � Description 14039.1 471214812 Single Hung 4712F1,/4712Ff ----------- Limits Use Certification Approved for use In F VHZ: No W4031- `— Approved for use outside HVHZ: Yes 02 A" Inspect Resistant, No F 7 Design Pressure* N/A F Other: See installation detail for sizes and ratings, FL14939 R u�z�r Quality Assurance ntr ct E plratltltl t 08/31/2026 Installation Instructions Verified By. National Accreditation & Management` Institute [ Created by Independent Third Party; Evaluation Reports Created by Independent Third Party Yes Contact. lie :: ,.Sd.U�.i3,�ssee Ft- 323r3J The state of Florida is an AA/EEO employer. S:RRY 91? 2p� -2tk13 State of.Florida, is y Statement ;: .. Refunds Statement Under Florida taw, email addresses are putiiic 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 SSo,487,1345.. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, KS. 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, It 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 ajifm Product ApprovalAccepun PLY GEM WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) NOTE& 1, THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. VVHfN USED IN AREAS REQUIRING IMPACT PROTECTION,. THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SH TTER ). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE, A MINIMUM CENTER -TO -CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS, LESS THAN 1-112' THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5, WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE, ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. 1T IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY OEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7, SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING AND FRAME, MAX, SHIM STACK IS 1/4', SHIMS SHALL BE LOAD -BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE, S. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING A TIM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT, 9, INSTALLED GLAZING SHALL COMPLY WITH ASTIR E 1300, 10, ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS, IL A WIND LOAD DURATION FACTOR CD = L6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12, PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-13259-1, 110-13262-1, 110-1 26 -1 8i 110-13431-1. 13, DESIGNATION ®Xg IS FOR OPERABLE PANEL ARID '0' IS FOR FIXED PANEL.. 14, USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4*, FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP, SIZE CHART OVERALL SIZE MISSILE PRODUCT PRODUCT MAX, DESIGN IMPACT WIDTH HEIGHT RATING PRESSURE RATING 48° 83.93' H-LC50 +50t-60 PSF 4712FL 53' 72` H-R O +501-6€I PSF 53' 72' H-R50 +50/-60 PSF 471ZF NON -IMPACT 48' 83.93" H-LC5O +50/-60 REP 48' 84' H-LG5O +50/-60 PSF 4812E 48- 96` H-LC3(I +30/-30 PEP TABLE 1:INSTALLATION FASTENERS TABLE MIN, HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 4,355` MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS, ALL NAILS SHALL HAVE FULL ROUND HEAD (OR USE CAPSIWASHERS), 0.42* MIN. HEAD OR WASHER DIAMETER. ' N, MAIM ST_ PO BOX 559, ROCKY MOMT, VA Z4151 PH: 540-484-6348 Fx, 544-484-6683 mm I m 11/13/2020 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTNG, RIC, (COA #:2 Ti9).. 2428 CAL€} NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 m MAX. FRAME WIDTH SEE SIZE CHART, SHEET I T- 1-11 IE HEK E SIZE CHAR SHEET I ELEVATION 9' MAX. O.£.SPACING 4' MAX FROM CORNER I- 9' MAX O.C. SPACING T- 4' MAX FROM CORNER IV MAX. O.C. SPACING MAX. FROM CORNER 12, MAX. O-C. SPACING A- MAX. FROMCORNER t T FLANGE ANCHOR LAYOUT 5 N, MAIN ST- F0 BOX 559, ROCKY MOUNT, VA W51 PH 540-484-6348 F)L 540-4$4-6693 < t2 t is z P x z ,a < Z 'u Q4 mm "'kitillfill", No, 5$201 44 OF Iftill 1 11/13/2020 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGNEERING & CONSULTING, NC. (COA # 29779) 2428 OLD NATCHEZ TRACE1 TRAIL, PH MIN EMBED. Ppl s1sxr:r.saz°n^, s SEE TABLE I, SHEET I a INSTALLATION ANCHOR MIN, EDGE DIST, 433 N. MAIN ST- PO BOX 554, SEE TABLE I. SHEET I SEE TABLE I, SHEET € 1F4' MAX. ROCKY MOUNT, VA 2W5I SUBSTRATE ..-.: SHIM SPACE INTERIOR P& 540-484-6548 BY OTHERS Fk 544-484-6683 s m M a SUBSTRATE INSTALLATION ANCHOR F BY OTHERS MIN. EMBED. SEE TABLE €, SHEET I SEE TABLE I, SHEET I SEE GLAZING z s = z DETAIL f. y MIN. EDGE DIST.- \N SEE TABLE f, SHEET IUW � o F � z PERIMETER SILICONE CAULK MAX SEE MOTES 14, SHEET € SHIM SPACE EXTERIOR c z vs. m z SEE GLAZING PERIMETER SILICONE CAULK -j � m F w DETAIL I INTERIOR SEE NOTES 14, SHEET I cn z Z � z �d w �F EXTERIOR SE VERTICALSECTIONHORIZONTAL READ JAMS 4712 RANGE " t - 4712 FLANGE T , n Zx m u k- z MIN. EDGE DIST, SEE GABLE I, SHEET i z I SEE GLAZING INTERIOR Ito` MAX. SUBSTRATE DETAIL I SHIM. SPACE BY OTHERS EXTERIOR INTERIOR `� INSTALLATION ANCHOR ��¢tlllEls4p# TABLE I, SHEET I w s 8k � j 5$09 SEE GLAZING i 114' MAX, DETAIL I PERIMETER SILICONE CAULK SEE NOTES M, SHEET I SHIM SPACE ''',.,., SEE TABLE €, SHEET ! 11 f 13f2020 a_ LUCAS A. TURNER, P.E. FL PE # 58201 ... z EXTERIOR ... .. . . ..... TURNER ENGINEERING & CONSULTNG, INC. SUBSTRATE .., (COA # 29779) Y OTHERS PERIMETER SILICONE CAULK 2426 OLD NATCHEZ TRACE SEE NOTES f4, SHEET I TRAIL CAMDEN TN W320 PH. 941-380-1574 VERTICAL fL#: SILL 14039 �I 4712 FLANGE 4712RANGE DWG#: PGW SKEET: PRY MIN. EMBED, MIN EDGE DIST' � SEE TABLE €. SHEET # INSTALLATION ANCHOR SEE TABLE I. SHEET I 433:N, MAIN ST.. RD Box 559, SEE TABLE I, SHEET I ROCKY MOUNT, T. VA z I5i PH.540�484-63" SUBSTRATE — I14" MAX_ SUBSTRATE SHIM SPACE Fk 540-484 6693 BY OTHERS BYOTHERS PERIMETER SILICONE CAULK SEE NOTES 14, SHEET € � �` *''. INSTALLATION ANCHOR �'` -`' INTERIOR SEE TABLE I, SHEET I `. z s z x x � a MIN. EDGE DIST, €t4. MAX. TABLE I, SHEET € SEE GLAZING ( SEE SHIM SPACE MIN. EMBED. \ `•*, DETAIL I z ,.— SEE TABLE 1, SHEET k.. SEE GLA2I: 0 DETAIL I 1 z EXTERIOR INTERIOR s -- w," ci z EXTERIOR 0,6 z "0 su L5 Z Go 2 TRY 6s CC � w � VERTICAL SECTI PERIMETER SILICONE CAULK z SEE NOTES €4, SHEEP I sv "' w F.. HEAD w HO IZ L SECTIONa JAMS 4712 FIN sii ca Jr to to SEE GLAZING #- z r �c ^A z cl = DETAIL I "il EXTERIOR 1NTERbOR W � 0��ik%gyp r IUV MAX. SHIM SPACE 521 , Rik AT i INTERIOR EXTERIOR ��Zt tltEkti4i�� PERIMETER SILICONE CAULK '.. MIN. EDGE D€ST. SEE NOTES €4, SPIFFY i :.`� \', SEE TABLE I, SHEET I I 1 f 13/2€}20 LUCAS A. TURNER, P.E. J SUBSTRATE FL PE # 58201 BY OTHERS TURNER ENGINEERING & MIN. EMBED- CONSULnNG,. €NC. SEE TABLE I. SHEET I (COA # 29779) INSTALLATION ANCHOR 2428 OLD NATCHEZ TRACE SEE TABLE I, SHEET I VERTICAL SECTION TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 MEETING� F•L : VERTICAL SECTION Stu DWG# 47U FIN PGWO SHEET: 4 OF 5 Ply M s^axsrna MIN. EMBED. MIN. EDGE DIST, .< SEE TABLE 1, SHEET # SEE TABLE I, SHEET 1 INSTALLATION ANCHOR 433 N. MAIN ST., FO BOX 559, SEE TABLE I, SHEET I ROCKY MOUNT, VA 24151 1{4' MAX. PW 540-494-6348 SUBSTRATE . SHtdF# SPACE Fk 546-4B4-6683 SUBSTRATE BY OTHERS ' PERIMETER BY OTHERS � INTERIOR - 0 SILICONE CAULK �. ,..> `��..,,.� INSTALLATION CHAR J n 2 N le 1 � SEE NOTES 14, SHEET I SEE TABLE #, SHEET 1 Q, o SEE GLAZING MIN. EDGE DIST. SEE 1, SHEET MIN. EMBED. �,.- -x., DETAIL I ' Ito' MAX TABLE I SEE TABLE 1, SHEET I SHIM SPACE o z v SEE GLAZING,. c> EXTERIOR DETAIL ! INTERIOR EXTERIOR =Z� 3/4' O.A. INSULATED GLASS 2 z� w E i 1 L E 1 EXTERIOR PERIMETER SILICON€ CAULK _ u> z ces w HEAD INTERIOR / SEE NOTES 14, SHEET t DOW I€99 4822 INNN �HORIZONTAL SILICONE SECTION JAMS 4912 FIN t cl or r` ti.i - to 1/2` MIN. GLASS *,,.. MIN. EDGE DIST. < z sr� - z BITE SEE TABLE €. SHEET I za ;:. B: SEE GLAZING DETAIL I GLAZING DETAIL 1 1/4' MAX. —�{ ti1$iA7r73fjXt�s PiOiE. SHIPS SPACE k SUBSTRATE �3 ai � �ti� A GLASS THICKNESS AND TYPE SHALL I BY OTHERS ,: � �" EXTERIOR INTERIOR COMPLY WITH ASTM E I300 GLASS 9 CHART REQUIREMENTS INSTALLATION ANCHOR �� INTERIOR SEE TABLE I, SHEET I 114" MAX. \� STAU OF.: SHIM SPACE 1%1 SEE GLAZING Z' DETAIL I MIN, EMBED. P1�d1401 SEE TABLE 1, SHEET I 11/13/2020 PERIMETER SILICONE C K `` '`.. *,� 'k :... `" f,. LUCAS A TURNER, P.E.. SEE NOTES 14, SHEET I ` MIN. EDGE DIST, FL PE # 58271 +� SEE TABLE 1, SHEET 1 TURNER ENGINEERING & C INSULTING, NC, "SUBSTRATE (COA # 29779) MIN. EMBED. 2428 OLD NATCHEZ 'TRACE SEE TABLE 1, SHEET I BY OTHERS TRAIL, PH. 941- 380 -15720 INSTALLATION ANCHOR EXTERIOR PERIMETER SILICONE CAULK FLU: SEE TABLE 1, SHEET I SEE NOTES 14, SHEET 1 14039 VERTICAL E I DWG#. SILL HORIZONTAL SECTION PGWO29 4912FIN JAMS SHEET. Ak Archft*ctural Testing Report No.: F6892.02-401-44 CORDELL INTERNATIONAL Ocala, Florida PRODUCT TYPE: Side Hinged Door SERIWMODEL: Series 200 Steel 6-Panel is in Door Reference must be made to Report No. F6892.02-401-44, dated 06/27/16 for complete test specimen description and detailed test results, i p. 813,628,4300 2250 Massaro Boulevard vvmmarchtestcom . wwwintertek,com/building Tampa, FL 33619 t 717,764.4129 Architecturo I Testing 1.0 Report Issued To: Cordell International 5371 SE Maricamp Road Ocala, Florida 34480 Test Report No.: F6892.02-401-44 Report Date: 06/27/16 Page 2 of 8 2.0 Test Laboratory: Architectural Testing, Inc., an Intertek company ("Intertek-ATI") 2250 Massaro Boulevard Tampa, Florida 33618 1-813-628-4300 3.0 Project Summary: 3.1 Product Type. Side Hinged Door 3.2 Series/Model.- Series 200 Steel 6-Panel Outswing Door 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). Test specimen description and results are reported herein. 3.4 Test Date(s)- 03/02/16 3.5 Test Record Retention End Date: All test records for this report will be retained until March 2, 2020. 3.6 Test Location: Intertek-ATI test facility in Tampa, Florida. 3.7 Test Specimen Source: The test specimen was provided by the client. Representative samples of the test specimen will be retained by Intertek-AT1 for a minimum of four years from the test completion date. 3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI and are representative of the test specimen reported herein, Test specimen construction was verified by Intertek-ATI per the drawings located in Appendix C. Any deviations are documented herein or on the drawings. www.archtest.corn . www.intertek.coWbuilding A&I Test Report Nw F6892,02-401-44 --Ik Report Date: 06/27/16 Archit"turol TOSOMS Page 3 of 8 3.9 List of Official Observers: Kyle Cordell Jack R. Hook Gerald M. Middleton Wilferson Simbert 4.0 Test Method(s): Cordell International Intertek-ATI Intertek-ATI Intertek-ATI ASTE283-04 (2012), Test Method for Determining Rote of it Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen AST IVI E330/E33OM-14, Test Method for Structurol Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference ASTM E547-00 (2009), Test Method for Woter Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Cyclic Static Air Pressure Difference www.archtest.com . www,intertek.com/building a= I " k ArchttoCt tral 'Testing Soo Test Specimen Description: .1 Product Sizes: 5.2 Frame Construction: Material�-7-1 _ Stl.9a Iry pT frameId SRS parcel Construction: r Test Report No.: F6892.02-401-44 Report mate. 06/2 /1 Page 4 of 9 were miter cut and welded. r sealed with silicone. Joinery Type Detail LVLs were square cut and butted, then fastened All corners Mechanical together using 4 staples on each side of corner, total of 8 fasteners per corner. Staples were 22 Rauee. 0,045 width, 7 16" crown by " lore. www,archtest,com m www.intertek.com/building Ak ArchltoctUrbl Testing 5.0 Test Specimen Description: (Continued) SA Reinforcement: No reinforcement was utilized. 5.5 Weather stripping: Test Report No., F6892.02-401-44 Report Date: 06/27/16 Page 5 of 8 Description Quant Location 1/2" wide by 1/4" high adhesive backed closed cell foam tape with 2 Rows I row at frame perimeter and I row at polyester liner on the non- door panel flange perimeter adhesive side 5.6 Glazing: No glazing was utilized. 5.7 Drainage: No drainage was utilized. S.Hardware: 5.9 Screen Construction: No screen was utilized. MUE�� The specimen was installed Into a Spruce -Pine -Fir wood buck. The rough opening allowed for a 1/4" shim space. The exterior perimeter of the window was sealed with silicone. Head/Sill #10 x 2" HWH sheet metal screw 4" from corners and 8' on center thereafter I L iambs #10 x 2" HRH sheet metal screw 2" from corners and 8" on center -thereafter ... . . .......... ........ .. . . . ....... . www,archtest.com . www,intertek.com/building A 'k I Tostfng Test Report No.: F6892-02-401-44 Report Date: 06/27/16 Page 6 of 8 7.0 Test Results: The temperature during testing was 26*C (79,T). The results are tabulated as follows: Title of Test Results Allowed Note Air Leakage, per AST M E283 0, 1 L/s/m, 5.0 L/s/M2 at 75 Pa (L57 psf) (0.02 cfm/ft') (1.0 CfM/ft2) max. Water Penetration, per AST M E 547 at 000 Pa (0.00 psf} Pass No leakage I Uniform Load Deflection, per ASTM E330 Deflections taken at lock stile +1197 ' Pa (+25.00 psf) 1.8 mm (0,07") -1197 Pa (-25.00 psf) LO mm (0.04") Report Only 2,3 Uniform Load Deflection, per ASTM E330 Deflections taken at hinge stile +1197 Pa (+25.00 psf) 0.8 mm (0.03") -1197 Pa (-25.00 psf) 1.0 mm (0.04") Report Only 2,3 Uniform Load Structural, per ASTM E330 Permanent sets taken at lock stile +1795 Pa 1+37.50 psf) 0.3 mm (0.01") -1795 Pa (-37.50 psf) 0.3 mm (0.01") _Leport Only 2,3 Uniform Load Structural, per ASTM E330 Permanent sets taken at hinge stile +1795 Pa (+37.50 psf) 03 mm (0.01") -1795 Pa (-37.50 psf) 0.3 mm (0.01") Only My 2,3 ___�eport Genervi Note. All testing was performed in occordance with the referenced standard(s). Note 1: Without insect screen. Note 2: Loads were held for 10 seconds, Note 3: Tape and film were used to seal ogainst air leakage during structural testing, in our opinion, the tape rid film did not influence the results of the test. wwvv, arch test, com . wwwintertek,corn/building This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full, without the written approval of Intertek-ATI. For ARCHITECTURAL TESTING, INC.: DlgUty 810ftd for "VW MiddlOW by Wahey PW"nn Gerald M. Middleton Regional Manager BOB= Attachments (pages): This report is complete only when all attachments listed are included, Appendix A: Location of air seal (1) Appendix 8: Photograph(s) (1) Appendix C: Drawings (6) www.archtest.com . www,intertek.coWbuilding Test Report No.: F6892,02-401-44 Report Date: 06/27/16 Archotoctural Testing Page 8 of 8 Fifty. # Date I EM#LqL-, 9 0 06/27/16 N/A Original report issue This report produced from controlled document template ATI 00479, revised 06/19/15. www.archtest.com . www.intertek.com/building Test Report No.: F6892,02-401-44 Report Dated 06/27/16 Architoctural TOSUng Location of Air Seal: The air seal between the test specimen and the test wall is detailed below, The seal Is made of foam weather stripping and is attached to the edge of the test specimen buck, The test specimen buck is placed against the test wall and clamped in place, compressing the weather stripping and creating a seal. Test Specimen Buck Air seal between test specimen and test buck (typically silicone) www.archtest.com . www,intertek.com/building Test Report No.: F6892.02-401-44 I Report Date: 06/27/16 /\\\/\\\ � . "hiftoural Testing Photo No. I Overall View of Test Specimen from Extedor wwwarchtest,com . wwwintertek,con-Vbuilding Test Report No.: F6892,02-401-44 Report Date, W/27/16 M=- wwwarchtest,com , www.intertek,com/building Iserfas 200 Doort36x80 Lmemtams Confidentialfty M are C I to 2.he ft This k* h th pTole,ance,,.j y. lirint RN/A to e h ins MH Door, Care, 6 P bra m Daft 2-1 216 Scalz 1A Paet4 mm El Cwtidentiality Dimenslow m is Si /� BI F ncev Tht$ draau3 p a� loternotbmI,imItshed rot be Un wor ounstwow iron ~rw d& St , . mei wfthout i# Ment t drawbWswonlybewwwth See0euib v i Ao b su Mod by Ftt $ $ 1 }i� OM 9, St ftw4b"Wra Pinift cuter i NIA pAnt to CA S I t ham.. "Op r"' Em: 1 mte.�+1/ rliled , ,ray Series 200 Door 36 x , .. are %Mocal to We Furper ru€ VIVO t arr g w,x mac mte Z-216 $.:DON r ` �Ysraief! � Owr �v Su f 250 �r P-040 � i .dad oIJ A70 ire a Aw i rPaar SGACR t : 3 :: TA)�r mes, ' ThIsda Isther a 4+VICOWeif /as" bly Ir&tentrit'. 41rr.It Ad_vantw U1JOUNoted dupilcaeadot#ranss+2i�3lsazmar�x material! Decimal vaYt Ut w .x a diawtapSWIonly be usedWith MX :t ralereme to work matle vwatm ct of - 0 G& (,036" al) :XXX 1.30 prqwAis u6nafiated by Cordell id Rolled Steel Fmclional3 V32 Intamfonal, 19K.'. Pde Y Ie:+S F1t2ES$9:. Y3 a5 €A$ttGC t94� . n-.af�ials pfile to coftlea intomatiorolfr* N/A owaftmem are Critical to the Porper fumdoo of part Dr . Mgt I Approv dt KPC Date J-- 2m12d 36 ate. 12:ADI6 $c z 2A £Iu Not kale Print Cordon trite"idortal, Inc .,Ocala, Ft ew., Frame i kiddown Rail. Fab. Pwt# f 2 3& e 0F6892,02-401-44 Date: 0 /23/20 6 Verified by: Aso - 4..,..$ TYP. \ t � h ...µ 040 .: iyp.3f.:Suvy.+,wr: g8� .470 N. r p Sib tAILA I I t. �g series 20Door 36 x 80 # Part Number i— ns Marked � are critical to the Po , r for Ctet fd n$i li �i'€si�!'�Ca4:�.5. 9ni�rnat�teaa4lr�.8t � Un ed duIPs �rtrarrsedM Mart Zia It Yd t drawlta sshot) #;06 r $1#C@ G9 eP crr a,(,'... rP Al) x * 10 propruats wbmtw by COMO 9 [ S .., .»., ,.�..,.:.. � Ft ti r a i t vat 1AWA ti t IMP worquilodoM ..., Finish: a tt a r s: ds t# 4he ca4 ;f . N/A grlrrt to Cordell munualarml 0% I MH A i7� EEMIWC '.tt Wernownw, Itu. it gull not PBaiess tdau'd dup' ted 0r t ' mated In an m Dedmol wfthM t, e, S drawkv S only be W,04 M 1 t.06 ruFarenee twar>X iafan5+a at t wupowks u0bmKied by COW Ktb E11116 irate" 1, orqu gutar t as to the CurratA affecoft4w d prkd t9 Cmdeii Inteffm0coal Ws Depa rat Y- im I Rtt "Po i.2 3 Date / s V °flag by. ftenw I Pan Number Dfromiona harked me are aftlC al to the Pomer Pumoon of /Usernbly r6ak See Peak s P' ` h: WA ti I Y- �2 -216 / OU16 Stet 3s6 dirt Past Stak Mnt I aub inc FP n, tg frame sv- e ffiffi%�, Iraexec .�+�, ram; Park Number are Cmical to the Peeper tundlon /onernbly intemat' S, IM It 'I notbo ili psi duA& Sct3 r araar kla In 06 "MAW Moterlst eW+nat without wMent,ih4to"fkl.: Alai t.DG refereme to wora underwotrouor See Details atszu edti} F naI't 1/16 Intorm I, Ire PIe FirliSh; Angular as to the amnto of flea prink toCordell intsreae ftsuloerft WA ��t�. Q�%23CY16 RMM ention Mat. Frame Hirwe Pall fiamv Part Int ,:,,,..,x,. 4 , .i (Vaidator d Operations Add ) CorM International SS lbftmp CERTIFICATIONAAMA t#TFi 1"i T PEA 0 AAMA ECMAMMAN 1T CNM tt 1 O Fite ) s SRSML& T PRODUCT TESMTAE)QD 1 t ! S UM SIZE TEST—ED— 10 172 (S ST S) "1 This Ceocaflon will expke WA and requires1" titit then y wntnuad listing In the current Directory, Product Tested and Repo : l ! Report , F82 i 1 Evaluated for Certification: August 18, 2010 $CIS Home Lug In ` User Registration Hot Topics 1 Submit Surcharge I Stars & Facts i Publications Contact Us SCIS site Main Unks Search } Product Approval or 4 SEW Public User z �t and�suwkt r. in tt a > ProdPrrS.n..CA*,PK,.:S3. n, a=h > Atidot�oLLJA9 >.Application Detail ?� FL # FL35331 Application "hype New Code Version 200 Application Status Approved Comments Archived Product Manufacturer Ply Gem Siding Croup Address/Phone/Email 2405 Campbell Road Sidney, OH 436 (93 ) 498-67 0 alan.hoying@plygem.com Authorized Signature Alan Hoying alan,hoyingoplygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/ Phone{E€Trail Category Panel Wall 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 Dame who developed the Allen Reeves Evaluation Report Florida License PE-1 9354 Quality Assurance Entity Architectural resting, Inc., an Ihterteit Company Quality Assurance Contract Expiration Gate 12/31/2023 Validated By Ted Berman, PE Validation Checklist Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D RM Date StAtinfitted 11/23/2020 Date Validated 11125/2020 Date Pending FBC Approval 11/30/2020 Date Approved 02/09/2021 Summary of Products ...... ........ IFL# Model, Number or Name I Description ' =3,5331. Georgia Pacfic Siding Vinyl, Polypropylene, and Steel Limits of Us Approved for use in HVHZ: No I Installation Instructions %PAf Approved for use outside HVHZ: Yes j Verified By: Allen Reeves 19354 impact Resistant: Yes Created by Independent Third Party: Yes Desion Pressure- N/A jEvaluation Reports Other: See Product Evaluation Report for Design Pressures. LU5_LJLBk _AE ZM2 -E&_:_E_rQd aLdLog.0f Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Qeydo uY-4012maM 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 mad 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(1k, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, M must provide the Creparionerit 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 pabljc. To determine if you are a licensee under Chapter 45% KS,please clickbAM, Product Approval Acceptsu EMOMME Credit Card safe owl= HR =Eng1neer1rfigjnc. I)AjT_ 20 JAN. 2012 pRDjECTNO. d 11120001 CLIENT PACIFIC pRojWT, NNpVINYL SIDING INST ALLATION P CI , PLYWOOD SHEATEUNG Off. STUDS NARS _ VWn SIDIMNO PLYGEM l GEORGIA-PACIFIC VINYL SIDINGINSTALLATION EENDffiE WM 1/8"DLO.WrER SHANKS, AND / S. t. 3 ,asu4 1 ALL STUDS MUST HAVE NARS IN THM AND ALL NAILSt MUST BE IN STUDS. 3. SHEATIUNG MUST" BE NAILABLE WFrH A U �� SS 1 PLYWOOD MUSTA M ��, � � �� ' .... • j1` C444,2, l 4. FOR ALLE DESIGN 1 LOADS ON VINYL SIDING USINGSINSTALLATION, SEE EVALUATION t REPORT FOR PLY 1 I -PACIFIC SIDINGS THE INSTALLATION DETAILS SHOWNON THIS DRAWING} 1 CONFORMANCEA IN BUILDING CODE , PARAGRAPHS 1404.9 AND 140 .14; PLUS FLORIDA k RESIDENTIAL O , PARAGRAPH 703.11 < AHem N. Reeves, PA, SECB Florida Lieme No. 19354 100$0 DAM -I .2 12 ff 11120001 SHMT VINYLSTD STUD SPACING SHEATHING OR PLYWOOD, go r�VERTICAL VIM SIDING; BOARD`1 EN, TRIJEWALL BOARD AND BATTEN, BEADED, D5 OR T3-1/3 NAILS 10 PLC fVERTICAL ` INSTALLATION GENERAL NOTES '00 L NAUS ARE GALVANIZED STEEL ROOFING WITH 'T SHANKS, 51811 NAILS, 7S, 2. STUDS ARE NOT REQUMED TO HAVE NAILS THEM.. N5 MUST PENMRATE THE SHEATHING OR PLYWOOD ONLY, . SHEATHING S NAILABLE WITH A MINIMUM 1ti PLYWOOD N ",'0 t `'} D ' `I'ffl. ' , . FOR ALOWABLE DESIGN WIND LOADS ON VINYL SIDING USING THIS INSTALLATION PROCEDURE, SEA EVALUATION RFpORT FOR PLYGFM / GEORGIA-PACIFIC SIDING. , THE INSTALLATION DETAILS SHOWN ON THIS DRAG, ARE IN CONFORMANCE WITH FLORIDA BUILDING CODE Men N. Rwves, , SECB 20tQ PARAGRAPHS 1404,9 AND 1 05.1PLUS FLORIDA RESIDENTIAL CODE240 PARAGRAPH 7€13.11 m dC. CUEWT 1 CT :. . OR PLYWOOD 8"SrACWG, AUS KAT 1 SPACING STUDS AT FOAM BACKED s VRMSIDING" `CAMERINGH PERFORMANCE , FOAM BACKED VINYL SID z t 1. NAMS An GMVAMM STM ROOFfNG NARS, 1-1/2" TONG, { .,.. VVIM 1/9"DIAMEM SHAMS, 3/8"DIANMER HEADS> 2< ALL SnMS MUSTV NARS W n1EM AM AI.L NAMS MUST BE IN STUDS, WITH THE SINGIX EXCEPTION5" NAIL�01�� SPACING, WHICH HAS Y2 OF NAILS IN STUDS. v 3< S° BE 1 ' TC EXCEPT FOR b6 WITH T " NAIL SPACING" WHICH; MUST BEA MINMIM1 � Ss() S 7,kT 4 LE DESIGN LOADSARE; +i 1.7 PSF ON D6 16"NAIL SPAS OR +/- a 7 PSG WffH $"" SPACIl 0 R ! ? PARAGRAPHS 1404.9 AND 1 05.14; PLUS FLORIDARESIDENTIALFlorida Lieme »� Allen N. Ream, PX., SECD No. V-NOV, 2 LY i EOg ' LATM . . zr a S PIS x SIMM AT IOSPACING PIASTIC SWING CEDAR SPECrRUM HAND SPLIT SHINGLE SHINGLE, ROUND CUT SIDING oil 4,Z ' SIDMG orENERAL t a 1. NAIIS A GALVAMZED STEEL ROOFING NAILS,1-1 /2" LONG, WITH 1'8"I 1" SRANKS, AND 3/8"DIAMETER HEADS. y�4\it11FItltlt{Ittr�� . ALL STTSMMST HAVE NAILS IN THEM AND /i OF ALL NAILS E§,, S' S' S. ` . � o i J T` LE SHEATHING PLYWOOD UST' P � � , $� � k t OF'MTHICK, 4. ALLOWABLE DESIGN WIND LOADS ARE; +1-65.0 PSFFOR r DOUBLE 9" HAND SPLrr SHINGL S 7 SHINGLE, AND +/- 4a9 PSG' FOR DOUBLE -1/4"" � j i f. Men aRwvcs,Mm,stnictund SECD a ow or Flotidallo. 1935 t I ,Rev. 07 Nvv, 2620 HR Engineering, Inc. DATE: 1 PROJECT NO, 12AIPA9 SHEET CAP a _ t s , ` + e s k V y h - a i >. t r s t �3 �$ Z ,$ o 6v LAINON ,fig 's \ t 1. kT AA& CA4VANrUo SUEL Roopul mile w' 4 r .SAL 1 'r' RltQVJ RED TO RA, oV$AS i owq t1oX7 roes ;y k1t}t�341t11E 'L aI GW WIW/ / tw vr 01 aAlfe,a + T t '' .SWO 7"i4),r 0 RAW ARC C j rv, r axle ., Engineering,HR InC. DATE, T Rio. E of )rst CLIENT'.+ C X sy PRojEcT ; �a �n vinA siding D C moms MURM A" & 4a2 {is0 t 3" iQ"• 3 12Mon", ,95k Sia" 3ys a11n,, a, ".s ifa03r «3S65 12 a, w9 s a try x ro" a.s,s s ire WX w � tla : s i a ax ia" aa2- as. 4 #2.. is 3#3 c ta, s ir2^ x UN— a«tea^ sr«a v r 'i %' A B a.:C # 'tf2 fix;. a >tl i1£i Cd i'31' a• a az a 3 aA. a .' "hxffi"w 3F2 x .03 4P26'. " a i2 8x81 —OW— �wfm 0 . mnx Viw4 DSKMMWOL 40P0 �SCatd%3tS26#.�t7M3d�Gi Sena i 220 4 �sasr� 'tt4 d i. 2". 9 112 '7ax.:. aa0' �120 c at u "AA sm; aaiaDURNwtl " a tlr2 a hx a, ago o tca e e rt "xvv a. 2" 120 aass" aacTm s' a5 913 x aaSA -t .. i '\�'�`r��„�\A�Tt #C�✓,.f t § saxr tow -sex ceuo �� « � a r, No. 13u.=,I 0$t Y. , SPA MAT1rAMUVVWW,KCW IWMANKMON � a 14t SPACM SO TASM Mk RE'S', i %0F $ U , i; Y a- XYWOODIATMORTO VMMtVtM�i 1,% A ATE as WMW s P.Ls, SHIM s 717-846-3747 Fax 717-846-0355 HR, 73M 1541 E. Market St. York, PA 17403 19 November 2020 flyoetu siding 2405 �Q�00 Road Sidhcy� 0WO 030 RE: Florida Evaluation Report, Georgia-Pacific Siding, FBC 2020 Dear Mr. Hoying; This Florida Evaluation Report contains all of the 26 siding products manufactured by PlyGem / Georgia-Pacific. The report is divided into 5 different siding types; vinyl siding, vertical vinyl siding, foam backed vinyl siding, plastic (polypropolene) siding ad steel siding. All of the work here is in conformance with the 2020 Florida Building Code and the 2020 Florida Residential Code. VINYL SIDING awrgia-Paefio Pase2 Georgia-paorto mm= PaP4 \ . � � Georgia-Pacific siding Page 5 I have performed a combination of rational and comparative analyses on this product, which includes the mandatory requirements of Annex A1.2.1 in ATM D 3679, Installation must be over 7/16" minimum nailable sheathing. Installation fasteners must be roofing nails with 3/8" diameter head, 1/8"diarpeter shank, and a minimum length of 1-1/2". The allowable design wind pressures for this product have been determined in a separate 8 page structural analyses titled MWL, PLASTIC, & STEEL SIDING ANALYSES FLORMA EVALUTWONS & 2020 FBC UPDATE, Fasteners must be through sheathing and need not be in studs'. Studs must be at a maximum 16" spacing. For additional installation details see drawing titled PLYGEM / GEORGIA-PACIFIC VERTICAL VINYL SIDTNG INSTALLATION Sheet 2 of 7, attached to this report Structural testing to AS TM D 5206, as required by ASTM D 3679, was done at Architectural Testing, Inc.'s main laboratory located at 130 Derry Court, York, PA 17402 and is reported in 01-50924.01 (test date 04/29/04) and in 01-50924.02 ( test at 04/29/04 and 04/30/04). The material (physical) properties testing as required in ASTM Georgia-Pacific Siding Page 6 The allowable design wind pressures shown in the table on page 3 of this evaluation report can be compared directly to the required wind loads in Chapter 16 of the Florida Building Code. If there are any questions about this, please advise me. The following 3 PyGem / Georgia-Pacific plastic (polypropylene) siding products; Cedar Spectrurn, Hand Split Shingle, Cedar Spectrum Shingle, Cedar Spectrum Round Cut have been tested as reported in ATI Evaluation Service report CCRR-0164, and detennined by rational analyses to be in confonnance with Florida Building Code 2020, paragraph 1404.8 and Section 2605. For configurations, thicknesses, nail hem types, horizontal and vertical nail spacings, plus allowable design wind pressures, see table on page 3 of this report. Structural testing to ASTM D 5206 was done at Architectural Testing, Inc."s main laboratory located at 130 Derry Court York, PA 17402 and is reported in 01-38984.01 (test date- 3/15/01), 01-39563.01 (test date-6/27/01), 99352.04-109-44 (test date- 03/26/10), and 99352.05-109-44 (test date- 03/25/10). Additional fire testing at Southwest Research Institute located at 6220 Culebra Road, San Antonio, Texas as reported inprojects 01-2303.135 and 01-2303.136, in confortnancewith FBC 2612.2, has determined that these products have passed the ASTM D 1929 Self Ignition test and attained a class C-2 rating in the ASTM, D 635 Rate of Bum test. Georgia-Pacific siding Page 7 have performed a combination of rational and comparative analysesthese products. Installation must'b over 7/16" minimum ailabl sheathing. Installation fasteners roust be roofing nails with 3/ " diameter head" 1/ " diameter shank, and a minimum length of 1-1/2'% The, allowable design n pressures for all of these products have been determined in a ;separate S page structural analyses tided '°I' TIC & STEEL SIDINGLFLORIDA EVALUATIONS & 2020FBC UPDATEIn order to achieve the pressures in the analyses, all studs mist have nails in them, and % of all nails- must be in studs.. Studs must be at 16"" spacing. For additional installation details, see drawing titled PLYGEM/G ' G-PACIFIC PSTI IDING INSTALLA TIONSheet 4 of 7, attached to this report. The allowable design wind pressures shown in the table can page 3 of this evaluation report can be compared directly to the required wind facts in "Chapter 16 of the Florida Building Code. If there are any questions about this, please contact rye; qql are the same shape and configurations as Plygem/Ged i is vhtyl SW4 The The material thickness of these products meet the requirements of the FBC 2020 "Table 1405.2. For configurations, thicknesses, rail hem types, horizontal and vertical rail spacings, plus allowable design wind pressures, see table on page 4 of this report. The allowable design wind pressures shown in this table can be compared directly to the required wind loads in Chapter 16 of the FBC. Structural <testing was done at Architectural Testing, Inca's main laboratory located at 130 DerryoYork, PA 17402 The results of the structural testing are in reports number G7009.01-10 - 0 (test date 01 /31 / 17) and 01764.01-10 -40 (test date 01 /3 `1 / 17). Architectural 'Testing is now a subsidiary of Intertek, and both names appear on the reports. Georgia-Pacific siding M I have performed a combination of rational and comparative amlyses on these products. Installation must be over nailable sheathing or plywood with a minimum of 7/16"' thickness. Installation fasteners must be galvanized steel roofing nails 1-1 2" long with 3/8" diameter heads, 1/8" diameter shanks. The allowable design wind pressures for all of these products have been determined in a separate 8 page structural analyses titled VINYL, PLASTIC & STEEL SIDTNG ANALYSES FLORIDA EVALUATIONS & 2020 FBC UPDATE, The Pressure Equalization factor was not used in the analyses of steel siding products, In or to achieve the pressures in tic analyses, all studs must have nails in them and all nails must be in studs, the exception of the vertical steel siding. Which requires the nails to only go through the sheathing or plywood, Studs must be at 1611 spacing. For additional installation details see drawing titled STEEL SIDING INSTALLATION DETAIL sheet 5 of 7 attached to this report, and drawing titled VERTICAL STEEL SIDING INSTALLATIONDET" IL sheet 6 of 7 attached to this report. Sincerely yours; 62uAla, )7 44'�� Allen Na Reeves, P.E., SECB Structural Engineer Florida License No. 19354 ANR:aur Cc:20050004 No, 19M4 OF a FHR En�ln�eeelngj Inc. F DATE', ROJECT NO. LjRLQ—q"—SHEET OF IROJ CT NAME: o HR Engineering, Inc. DATE: —e� PROJECT NO. 1 ! ��SHEET — OF i 1 T;,m 1c, c ox i,- tw,wint SY F. PROJECT" NAME: k } 7 ` , C". -rS' &�3 s � r� I,CA?«da- " m+6'7*iHIV _A- (' v9� a e.t a° Wa ' '. `f l V. 000f HR C1 , 1; DATE: . l i PROJ T O, d O 0 �, —SHEET �� Engineering,HR V. / DATE; - PROJECT C. !SHEE - CF Comments Archived Product Manufacturer Address/Phone/Email Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Coate Submitted Date Validated Gate Pending FBC Approval Date Approved q!nii dry q roducts Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 (614)307-327 luanne. harriscornerstonembb, com Luanne Harris luannei ha rris@icornerstone-bb, com Windows Single Hung Certification Mark or Misting National Accreditation & Management Institute National Accreditation & Management Institute AAMA/WDMA/CSA 101/LS,2/A440 Florida Licensed Professional Engineer or Architect Method I Option A 03/15/2022 03/15/2022 03/19/2022 A it ererre r or r I Description I!Ii�4'�03;19; 4712/4812 Single Hung 4712FU471 2F/4812F Single Hung Limits of Use � Certification Agency Certificate Approved for use in li ti : No �Of Approved for use outside HVN Yes Impact Resistant; No Design Pressure* N/A F & MfL ( 4Pdf j Other: See installation detail for sizes and ratings, PAff j Quality Assurance Contract Expiration Date 08/31/2026 Installation Instructions j a Verified By: National Accreditation & Management Institute Created by independent' Third Party. ( Evaluation Reports pdf Created by Independent Third Party Yes f*•a�t.9c i`ne=x Qala => The State of Florida is an AAJEE0 employer. Qy 7• z, E v!.[..uY a``` .Lgl11,d , S. 1 l i... .: Refund.Skater, Under Florida law, email addresses are public retards, if You do not want Your e-mail address released in response to a public -records request, do not send slactrpnic mail to this entity, Instead, contact the office by. phone or by traditional mail, It you have any questions, please contact 850.487,1395, -Pursuant to Section 4 5,%75(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 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 addresswhich can be made available to the public, To determine if you are a licensee under Chapter 455, F S., please click -. Product Approval Acceptw 00WEBIM Credit Card e PLY i WINDOWS4712/4812 SINGLE-HUNG OVERALL SIZE MISSILE PRODUCT PRODUCT MA%.DES" IMPACT WIDTH HEIGHT RATING PRESSURE RATING 48` 83,93"- H-LC50 +50t-60 PSF 4712FL 53, 7Z' H-R 0 +501®60 PSF 53' 72' H-R50 +501-60 PSF 4712F NON -IMPACT 48' 83:93' H-LC50 +50/-60 PSF 48° 84' H-LC50 +501-60 PSF 4812F 48" 96` H-LC30 +30/-30 PSF TABLE 1 INSTALLATION FASTENERS TABLE €D SUBSTRATE TYPE . ANCHOR TYPE MIN. EMBED, IN, EDG.. DISTANCE FIN INSTALLATION A Zx MIN.PINE WOOD: 8D COMM AIL (0.13€" MIN.) 2-€fZ° 3/8, )SOUTHERN ( =4.55 OR 4.I31" MIN, ROOFING NAIL ZX MIN. SPRUCE -PINE -FIR WOOD B #8 WOOD SCREE €-518' 318, C €6 GAUGE (4:469°) STEEL 36 KS€ MIN, #€O-l6 SELF -DRILLING SCREW! FULL, PLUS 3 Y(Gf i5 nP [/A' Al ttM h(t!s?4-TS MIN 1TAKlZ/nPtt -Pt PY/KW4K_Ft FYS TN?F@17G mm 318" FRAME INSTALLATION t, I CONCRETE (Z KSI Ailed.) 3116" ITW TAPCON -1121 1-€/8, £ HOLLOW OR GROUT -FILLED CHU 31€6' ITW TAPCON t" 2' (117 PCP MIN.) F 2X MIN. SOUTHERN PINE WOOD 3/16' ITW TAPCON €-3/8, 7/8' (G=0,55) ZX MIN. SOUTHERN PINE WOOD #€0 WOOD SCREW) t-3/8' 7/8' tG-Q.56} 16 GAUGE (0:460') STEEL 36 KSI MIN, #10-€6 SELF -DRILLING SCREW I FULL, PLUS 3, €!2" YIELD OR 1/8' ALUM_ (TEKSiDR€L-FLEX/KWW€K-FLEX) THREADS M#lxt.. NOTE: ALL SCREWS AND TAPCONS SHALL. HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42' MIN, HEAD OR WASHER DIAMETER FOR FIN ANCHORS, IL35 " MIN, HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. ALL NAILS SHALL HAVE FULL ROUND HEAD (OR USE CAPSIWASHERS), 0.42- MIN, HEAD OR WASHER DIAMETER, 33 N, MAIN ST.. ap BOX 5. ROCKY MOUNT, O U N NA. 2415t PH;: 544-484-6348 FX. 544-484-6681 m� 'Alm 11/13/2020 LUCAS A. TURNER, P':E,. FL PE #:S8201 TURNER ENGINEERING �t CONSULTRIG, INC- IC OA, If 29779); 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38326 PH. 941-380-1574 FL#. 1 DWPG#. SHEET. i OF 5 MAX. FRAME WIDTH — SEE SIZE CHART, —«'{ SHEET I MAX. FRAME HE8 SEE SIZE CHAR SHEET I t- ELEVATION 9' MAX. O.0 SPACING 4" MAX FROM CORNER r I t f # 4" MAX. 6.C. SPACING 4"MAX FROM CORNER LAYOUTFIN ANCHOR 12' MAX. O.C. SPACING 4" MAX. FROM Cfif?t2ER 12. MAX. O.C, jSPACING i �\ fktt �`•\ 4' MAX. FROM CORNER LAYOUTFLANGE ANCHOR i N. MAiN ST.. PO BOX 559. i24CHY P14UNT. YA P415t FH: 54Q•L$4-fi348 F-u 3 a cs z W Z; Ul Q Z S 4 tiS Z. as ut F �. uffi. O ut fu uh �. ea,.:.o d Y m Y O z 53 :Z. us 11/13/2020 LUCAS A,TURNER, . P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. 1422 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 . PH. 941-380-1574 14039 IWG*. ,HEFT. Ippl MIN' EMBER. t SEE TABLE I, SHEET I a INSTALLATION ANCHOR MIN. EDGE DIST, 433 N. MAIN ST., PO BOX 554, ' SEE TABLE 1, SHEET I SEE TABLE 1, SHEET 1 III* MAX. ROCKY MOUNT, VA 24151 SUBSTRATE.. '_:. SHIM SPACE INTERIOR PH 546-4a"341I BY OTHERS Fk 540-484-66" SUBSTRATE INSTALLATION ANCHOR eu BY OTHERS MIN. EMBED, SEE TABLE I, SHEET I SEE TABLE I. SHEET I SEEGLAZING .."„ DETAIL I. MIN. EDGE DIST, SEE TABLE 1, SHEET I PERIMETER SILICONE CAULK 1/4` MAX, f TL �u "� z m c> z tL SEE NOTES 14, SHEET I t SHIM SPACE EXTERIOR ..s o. ,,. z n: m Z SEE GLAZING,e PERIMETER SILICONE CAULK v °' ` � a � DETAIL I INTERIOR SEE NOTES 14. SHEET I EXTERIOR HOR rb YONTAL SE 4 VERTICAL SECTION z tu / HEAD4712 ]AMS, FLANGE CAE lz c, Pi`— w 4712 FLANGE 4 �t uj ..t MEN.. EDGE DIST. SEE TABLE #.. SHEET i.. z: SEE INTERIOR #tW MAX. SUBSTRATE T DETAIL I DETAIL I SHIM SPACE HER BY OTHERS EXTERIOR INTERIOR INSTALLATION ANCHOR SEE TABLE I, SHEET I • s w 201114' SEE GLAZING , PERIMETER SILICONE CAULK MAX, DETAIL I � MIN.. EMBED, r °` SEE NOTES 14, SHEET t SHIM SPACE � � SEE TABLE I, SHEET € , ttI�t�A�� 11 / 13/2020 LUCAS & TURNER, P.E. FL PE #:58201 EXTERIOR TURNER ENGINEERING & -:. CONSULTING, INC. SUBSTRATE (GOA # 29779) BY OTHERS PERIMETER SILICONE CAULK 2428 OLD NATCHEZ TRACE SEE NOTES 14.. SHEET I TRAIL, CAMDEN, TN 38320 PH, 941—MO-1574 jk� VERTICAL SECTION I S ELF: A3� SILL47i2 FLANGE 4712 FLANGE DWG*: SHEET: MIN, EMBED. SEE TABLE 1, SHEET I INSTALLATION ANCHOR SEE TABLE 1, SHEET I SUBSTRATE BY OTHERS PERIMETER SILICONE CAULK ` SEE NOTES 14, SHEET I AIJ MIN. EDGE DIST. 1/4' MAX SEE TABLE I. SHEET I SHIM SPACE.. SEE GLAZING — DETAIL I EXTERIOR INTERIOR VERTICAL SECTION HEAD 4712 FIN SEE GLAZING DETAIL 3 I INTERIOR EXTERIOR 4t4` MAX. SHIM SPACE MIN, EDGE DIST. SEE TABLE 1, SHEET 1 433 N, NAM ST- PO BOX 554, ROCKY MOUNT, VA 24154 PH: 544-484-6348 SUBSTRATE 114' MAX. SHIM SPACE FX: 540-484-6683 BY OTHERS �, w INSTALLATION ANCHOR INTERIOR SEE TABLE 1, SHEET 1 s x °,. SEE GLAZING i ....MIN. EMBED.. .. ,... DETAit..t. ; SEE TABLE 1, SHEET i a- zo to w z E L [x z z.. EXTERIOR z L oas . w . PERIMETER SILICONE CAULK SEE NOTES M, SHEET I tu a HORIZONTALI__ � JAMS � � a 4712 PIN ui c' cn m ' EXTERIOR PERIMETER SILICONE CAULK..`— . MIN. EDGE DIST. NTERIOR SEE NOTES 14, SHEET i SEE TABLE t, SWEET i 11/13/2020 LUCAS A. TURNER, P.E. ., SUBSTRATE FL PE # $0201 MIN. EMBED. BY OTHERS v TURNER ENGINE€RNG & SEE TABLE I, SHEET I C47RiSULT£29 INC. (COAL 2S?79) INSTALLATION ANCHOR '.2428 OLD NATCHEZ TRACE SEE TABLE t, SHEET I VERTICAL E I TRAIL, CAMDEN, TN 38320 PH, 941--3RO-1574 MEETINGRAILFL#; VERTICAL SECTION� 14039 ® SILL DWG#. 4712 FPid SHEET: CIF Opl m�=ruE�snss;. MIN. EMBED. MtN. EDC,€ #36ST. a SEE TABLE I, SHEET I —� SEE TABLE I, SHEET 1 INSTALLATION ANCHOR M P9Atid ST . PO BOX $59, SEE TABLE #, SHEET I ROCKY MOUNT. VA 2415€ 77777777yy..��. It4' MAX, PH: 54o-4e4-5348 SUBSTRATE ,t SHIPS SPACE �; s4a-4a4 svea SUBSTRATE Y BY OTHERS J a cr PERIMETER BY OTHERS 4 INTERIOR SILICONE CAULK INSTALLATION ANCHOR � SEE NOTES 14, SHEET I SEE TABLE t, SHEET I 4 SEE. GLAZING a ( MIN. EDGE DIST. MIN, EMBED, '` �.— `-,,.. DETAIL. t 1 If4" MAX, SEE TABLE I, SHEET I SEE TABLE: #: SHEET ! SHIM SPACE z ¢ z u SEE GLAZtNG EXTERIOR DETAIL I INTERIORR � � EXTERIOR z 4 OF z ..... � �... 3t4° Oi A, INSULATED GLASS L. � � es ua w � z sd � �� *q VERTICAL j X E E. I: L SE EXTERIOR PERIMETER SILICONE CAUL S yes v't z es ua � ' � HEAD INTERIOR '� SEE NOTES I4, SHEET i ev ar o �' E 0 Dp#+d tf49. 12FebE SILICONE HORIZONTAL 1. :s v um car JAMS neY. Flid z a I/2' MIN_ GLASS '-`, MIN, EDGE DIST, b— cs z d xr vs m. SITE SEE TABLE I, SHEET I t m z _ SEE GLAZING DETAIL.I GLAZINGDETAIL Ito' MAX. {ytiiffiiBElggpf NOTE SHIM SPACE 4 SUBSTRATE 8 GLASS THICKNESS AND TYPE SHALL BY OTHERS EXTERIOR #N fERtt?R COMPLY WITH ASTM E 1300 GLASS Ea. 201` CHART REOUIREM€NTS INSTALLATION ANCHOR INTERIOR SEE TABLE I, SHEET I .: (� SHIM SPACE ��Z�BtPiBt4i SEE EAIF#G # } TJ DETTAIL I � MIN. EMBED, D SEE TABLE. I. SHEET I 11/13/2020 PERIMETER SILICONE CAULK s r LUCAS A, TURNER, P.E. SEE NOTES 14, SHEET ! MtN. EDGE U ST, EL PE 58201 G SEE TABLE 1, SHEET I TURNER EY VEER NG & CONSULTING, INC_ ) MIN. EMBED, S BSTRATE 2429 OLD NATCHEZ TRACE TRAIL. TN 320 SEE TABLE 1, SFIEET 1 BY OTHERS H:. 941 380fi574DEN, INSTALLATION ANCHOR EXTERIOR PERIMETER SILICONE CAULK FL*: SEE TABLE 1, SHEET I SEE NOTES 14, SHEET I I VERTICAL DWG*: � Sets HORIZONTAL S SECTION J 22 E[ & 4522 FIN SHEET; OF 5