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USER:Public User � L I�u L�:,•::` t 3 L Product Approval Menu>Product or Aonlication Search>Application Ust>Application Detail FL# FL23885 Application Type New Code Version 2017 Application Status Approved Comments Archived I Product Manufacturer Ply Gem Siding Group Address/Phone/Email 2405 Campbell Road Sidney,OH 45365 (937)498-6720 f alan.hoying@plygem.com Authorized Signature Alan Hoying alan.hoying@plygem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from al Florida Registe'I Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Allen Reeves Evaluation Report Florida License PE-19354 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ted Berman, PE V Validation Checklist-Hardcopy Received Certificate of Independence I, Referenced Standard and Year(of Standard) Standard Year AAMA 1402 2009 ASTM D3679 2011 Equivalence of Product Standards Certified By I Sections from the Code i File C® Product Approval Method Method 1 Oio9f D I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsGBUBaMjW1061gkFBg1NS... 1/10/2018 Florida Building Code Online !, I Page 2 of 2 Date Submitted 10/12/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 SummarV of Products FL# Model,Number or Name Description 23885.1 Mastic Siding Vinyl,Aluminum,and Steel Limits of Use Installation Instructions Approved for use in HVHZ:No FL23885 RO III 2017 FBC-Mastic Siding Installation Detaiis.Ddf Approved for use outside HVHZ:Yes Verified By:Allen Reeves 19354 Impact Resistant:Yes Created by Independent Thir Party:Yes Design Pressure:+73.6/-73.6 Evaluation Reports Other:See product evaluation for product design pressures. FL23885 RO IAE 2017 FBC- .astic Siding Calculations. df FL23885 R0 IAE 2017 FBC-Mastic Siding Product Evaluation.Ddf Created by Independent Third Party:Yes II I I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 l� 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-nerds 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 theyhave one.The emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you area licenseia under Chapter 45 F.S.,please dick here. Product Approval va Acmpts: Credit Card Safe i I i i I I I i i https://Www.floridabuilding-org/pr/pr app dfl.aspx?param-- vGEVXQwtDgsGBUBaMjW1061gkFBgINS... 1/10/2018 REV. 10 OCT.2017 17090004 11100016-3 1 HR Engineering, 1➢'UC. DATE: 5 JAN.2012 - PROJECT NO. SHEET OF 7 CLIENT PLYGEM/MASTIC $Y. A. REEVES PROJECT TAME: i VINYL SIDING INSTALLATION 16" i STUD&NAZI SHEATHING OR PLYWOOD SPACING STUDS I NAILS ® U 10 U A o z -+ ON 00 VINYL SIDING I • PLYG EM MASTIC VEgY L SIDING EMSTALLATION f G- EN ERAIL NOTES GE'N :^ 1.NAILS ARE GALVANIZED STEEL ROOFING NAILS, 1-1/2"LONG, WITH 1/8"DIAMETER SHANKS,AND 3/8"DIAMETER HEADS. =.:+ No. 19,54 2.ALL STUDS MUST HAVE NAILS IN THEM AND ALL NAILS MUST BE IN STUDS. p S TA•�E O F /., , i110 I 3.SHEATHING MUST BE NAILABLE WITH A MINIMUM �.,��<\Rl.C)RI THICKNESS OF 5/8",AND PLYWOOD MUST BE A MINIMUM OF 1/2"THICK. 4.FOR ALLOWABLE DESIGN WIND LOADS ON VINYL SIDING USING THIS INSTALLATION PROCEDURE,SEE PAGE 2 OF EVALUATION REPORT FOR PLYGEM/MASTIC SIDING. I 5.THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2017 PARAGRAPHS 1404.9 AND 1405.14;PLUS FLORIDA RESIDENTIAL Allen N.Reeves,P.E., SECB CODE.2017,PARAGRAPH 703.11. I Shlictural Engineer Florida License No. 19354 REV. 10 OCT.2017 17090004 HR E1'9g10'DIEe&'ing, Inc. DATE: 6JAN.2Q12 PROJECT NO. 11i100016-3 SHEET 2 OF 7 CLIENT PLYGEM/MASTIC BY. A REEVES PROJECT NAME: VINYL SIDING INSTALLATION 16"STUD SPACING G I . SHEATHING OR PLYWOOD ID BOARD AND BATTEN z VERTICAL VINYL SIDING NAILS FLYGEM!MAS TgC 'VER TICAL VINYL SEDIN ii INbTAL LATffGN GENERAL NOTES 1.NAILS ARE GALVANIZED STEEL ROOFING NAILS 1-1/2"LONG ` ' WITH 1/8"DIAIv1ETER SHANKS,AND 3/8"DIAMETER HEADS. No. 19354 2.STUDS ARE NOT REQUIRED TO HAVE NAILS IN THEM.NAILS ` ` I MUST PENETRATE THE SHEATHING OR PLYWOOD ONLY. OF 2.SHEATHING MUST BE NAILABLE WITH A MINIMUM e_ • � THICKNESS OF 5/8",AND PLYWOOD MUST BE A MINIMUM �'�,,<`��,' O ;?t G\�\`\` OF Y2"THICK. 4.ALLOWABLE DESIGN WIND LOADS USING THIS INSTALLATION `�f j�¢,e,.•��. L�( , PROCEDURE ON PLYGEM/MASTIC VERTICAL VINYL SIDING ARE !� vGI T Z o! 7 +1-96.6 PSF. 5.THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE I glenN.Reeves, IN CONFORMANCE WITH FLORIDA BUILDING CODE 2017 P.E.,SECB PARAGRAPHS 1404.9 AND 1405.14;PLUS FLORIDA RESIDENTLA L Structural Engineer CODE 2017,PARAGRAPH 703.11. I Florida License No. 19354 I REV. 10 OCT..2017 17090004 HR Engineering, Inc. DATE: 9JAN.2012 PROJECT NO. 11100016-3 SNEET 3 OF 7 CLIENT PLYGEM/MASTIC BY A REEVES PROJECT NAME: VINYL SIDING INSTALLATION SHEATHING NAILS AT OR PLYWOOD 8"SPACING STUDS AT 16"SPACING i NAILS AT n 16"SPACING t 1 FOAM BACKED VINYL SIDING ►y of oo n I i f y IPLYGEM/MAS TIC STRUCTURE `b qt� .SEDING MST. f . I GENERAL ERAL NOTES 1.NAILS ARE GALVANIZED STEEL ROOFING NAILS, 1-1/2"LONG, WITH 1/8"DIAMETER SHANKS,AND 3/8"DIAMETER HEADS. 2.ALL STUDS MUST HAVE NAILS IN THEM AND ALL NAILS MUST `�.`� ��'�\G E iV BE IN STUDS,WITH THE SINGLE EXCEPTION OF SRD6 WITH$ NAIL SPACING,WHICH HAS%z OF NAILS IN STUDS. N°.'19354 3.NAILABLE SHEATHING AND PLYWOOD MUST BE A MINIMUM r� OF 5/8"THICK,EXCEPT FOR SRD6 WITH 16"NAIL SPACING,WHICH STA E OF L� MUST BE A MINIMUM OF%2"THICK O F 10 P S, • .....• No 4.ALLOWABLE DESIGN WIND LOADS ARE;+/-61.7 PSF ON SRD6 WITH 16"NAIL SPACING AND+/-95.7 PSF WITH 8"NAILSPACING, y� +/-82.3 PSF ON SRD45 WITH 16"NAIL SPACING,+/-92.6 PSF ON SRD4 G� � WITH 16"14AIL SPACING,AND+/--105.8 PSF ON SRS7 WITH 16"NAIL �l �� 2!7`7 SPACING. ALL SPACINGS IN THIS PARAGRAPH ARE HORIZONTAL. 5.THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2017 PARAGRAPHS 1404.9 AND 1405.14;PLUS FLORIDA RESIDENTIAL CODE 2017,PARAGRAPH 703.11. Allen N.Reeves,P.E., SECB Stnicft r, Engineer Florida License No. 19354 REV. 10 OCT.-2017 17090004 HR agif(9eering, Me. DATE: 10 JAN.2012 PROJECT NO. 11100016-3 SHEET 4 OF 7 CLIENT: pLYGBM/MASTIC BY: A.REEVES PROJECT NAN{E PLASTIC SIDING INSTALLATION SHEATHING NAILS AT OR PLYWOOD 8"SPACING SAT 16"1 SPACING o nCIO PLASTIC SIDING 0 CEDARDISCOVERY PERFECTION DOUBLE 7, Q O HALF ROUND SHINGLES, z 'ROUND CUT D6-1/4 N ' SHINGLES DOUBLE 7 OR HAND SPLIT SHAKES PLYGEM /MASTIC PLASTIC (POLYPROPYLENE).ENE) S1DI NG INSTALLATION I GENERAL NOTES z 1.NAILS ARE GALVANIZZED STEEL ROOFING NAILS WITH 1/8" DIA MTER SHANKS,3/8"DIAMETER HEADS,AND 1-1/2"LENGTH. I 2.ALL STUDS MUST HAVE NAILS IN THEM,AND`/,OF ALL NAILS , MUST BE IN STUDS. 3.NAILABLE SHEATHING AND PLYWOOD MUST BE A MINIMUM OF 5/8"THICK. ,.: No. 19354 ,<< 4.ALLOWABLE DESIGN WIND LOADS ARE;+/-74.9 PSF FOR CELL- WOOD CEDAR DIMENSIONS ROUND CUT D6-1/4,+/-83.6 PSF FOR CELLWOOD CEDAR DIMENSIONS SHINGLES D7,+/-49A PSF FOR O . ST,",TC GF CEDAR DISCOVERY HAND SPLIT SHAKE D9,+/-63.5 PSF FOR O CEDAR DISCOVERY PERFECTION PLUS CEDAR DISCOVERY '��S O ,&/d!\ HALF ROUND SHNGLES D7. 5.THE INSTALLATION DETAILS SHOWN ON THIS DRAWING ARE IN CONFORMANCE WITH FLORIDA BUILDING CODE 2017, PARAGRAPH 1404.8 AND SECTION 2605. Allen N.Reeves,P.E., SECB Structural Engineer Florida License No. 19354 I I IHR Engineerelnq, $nC. DATE -004= PROJECT No.C¢OSA0p7i SHEET ,�OF� CLIENT !J' $Y A �E�y�s PROJECTNAMEI� Ut9lAlUpJ SIDdAIG INSTAL�AT/O�! �! NAIL ¢ Srvv ol W 00 D ST U b S `4LUM IP/vM oR GA4VAN1&CZ7 SPACING MIAIYMaAl' 2 X 4- c r d�� QOf`/l4� L /� �A/crS WI9'E! 3f off � l NE��s s7VD %g 40 ;-H j C9A/ES NA / L. 'q e L E SIlP-/ary/ A/ � r. ; V a. 9T,--u %t �z q ��o � �oZa � a/Vo 9 oo2g� `}NcR� , A z oo 'It& ItNcRDZ+ $AIR �' Ext°nsvleE ZF NoNuAJ'Z-AleLE I lI .a�sfl90 sovo TOO 2l- .S-*CA7lING IS lJS'eDj Sf�Fxl'®SvR� smcl /ldcRe.Are jsrglL LEWCrlrs ¢ HA Q� T/dI cfYs��ss aF S/IEA7'�J/N�, - f Sl ! jV //vs,`A L,:A7'l o�/. orTAII- L U fVU�I . Al OT To XC A ,I GFn�E RAL /yaTEs 4j17-,CD !!✓ TNE. TA,ed-c 04CLOW ARE /N CaNFORMANC� (KITH f'L.OAiDA ,eU1L-o!/VG cataE ©I , b,EC710N , DSG; Se t�ALUMlN�AA 2, PRESSv,eEs t�E/eE" �ETERMIIVEl� Rjs co,✓!'pAA'�1r1vE AN/dL}!SE-c ,BAS&Z0 o.v TE-rTl IG T-o- H V H Z PROTDc0.9- TAS' 202 b9f, . ,q 1.LvWABL..E 1��SIG ti�I1411111111//!II PUTGd! OAK.,, aouBLiE INo. 19354 DuTcH Le�P o,019'' 90 I _ flOIPI20%V CoLtECTIDN = � � - �� = i OUBLE S� 0.o�4" $ar04oa24 ` C) FTATE OF </� •� ID R LIST/ C `13 j. INW- 0l424'�� �'IV[R02I. 5-5' 7 S/NGGE -0•"' fl�t1Z4�i" 3 N,4 f" J• 7 Allen N.Reeves,P.E.,SECB �� 7+ I Structural Engineer 51 NGLE 8'' o•of R"' DNA al9 Florida License No. 19354 I HR Engineering, InC. DATE: 6 OCT, 200 PROJECTNO. SHEET OF—'/ i I CLIENT._e� GEM MASTIC: BY: /I. 9t-4116 I PROJECT NAME. 5 If-I-L J J Y M G _LVSTALLA77u� �A Jrg-r-d A, -4. q-4.-4mv A o 6-Film dQ JYA 4 14�ilo- F-I I 4,11VI 141 ES 75 A .1 L Q -4- P. + T7 Jll Lr- �Rj IOC'6 Sin'[ 9R. Y G Pi4 SAV J! A -4- Ar� I • { , i 1 ! �; - ; - - � --�- it ,- - '..- . . ., A L 4 _ E RLI A L. z -6-D V 0 1. 7 J.? I/ it 7 A B LW7_6_17' 10 A�7' 0 F' _C_ 7LI.- 71. .-N E F- PiX 2! ........... I bv I 'p Is.t I_G 1 � p D d(D cM 40 E!S'r ChL A R P�0, t G __goaG 8vl/(j T _ — i }-1 j �_ k71 cnN. P.E.,SECB Stru Mori da I' Y-4— License No. 19354 wt G If HR Engineering, Inc. DATE: OCT„ 201? PROJECTNO. 1709daa$ SHEET 7 OF 7 CLIENT PT LM MASTIC BY: A kF_eyES PROJECT NAME: (STEEL S/��AIG' /erSZ LLAr��,r .ell _ : ` I s . EPTrcAL;°�.rjEEt;, i :._. _.. ,Bg(OsWG +z IV A i I : • VE/tricALl 3r1CLL s 1 0 fAAG A/1T4gLLA-rl0A/ [5_ �r� i ooFiN6°N9>trF// . W/7°N 4`D/AMvrr- � . yA,N si :Arlo %��..�IIIMETGR K Rb.3'r �`�^� .. G N STu'DS A Pr-i MPT: R4,Q 09 F_V' TO kAVf. NA 1:LS III T�JEa9� .1VA1u.; - :1\101 '�:35a ;t Mus'r� P�n►�Tleivr� �NE� s��A.�i���s -a�� ��Y�yoav� oa(L`�`, ... � _ � - • .. .. . � �,._ _ ... F L4 JIIEA7/%/N15 .4,V J?i THIC/( AN S>ti!t:47 >I.N I � m.VS7" .45 E.N-A/4 A B'LE� . _ !x, �; •• ������ . J _ .._ �_ �L A LCDh/�BGE ��S/GN WIN1� og os MffG• �H 1 VERTICAL STLEZ --WWAlG- .. L ,� tI'3 . IS 5: TNE` /NSTALI._AV ON. t7�Tr41LS -SING►+Jh_PN•.TN . DRAW/tiG. _Allen N.Reeves,P.E.,SECB - F ' stmctkd � - � `� Flori 'da cease BIS�- 1�9354 w�17y�,�`" LC'/ f �f _... i 717-846 3747 _ Fax 717-846-0355 VI HR Engineering, due. 1541 E. Market St. York, PA 17403 10 October 2017 Alan Hoying, Manager-Code and Regulatory i PlyGem.Siding Group i 2405 Campbell Road Sidney, Ohio 45365 RE: Florida Evaluation Report,Mastic Siding,FBC 2017 Dear Mr.Hoying; GENERAL This Florida Evaluation Report contains all of the 27 siding products manufactured by PlyGem / Mastic Home Exteriors. The report is divided into 6 different 'siding types; vinyl siding, vertical vinyl siding, Structure vinyl siding, plastic (polypropolene) siding, aluminum sidding, and steel siding. All of the work here is in conformance with the 2017 Florida Building Code and the 2017 Florida Residential Code. VINYL SIDING The following 13 PlyGem/ Mastic Home Exteriors vinyl siding products; Brentwood, Eclipse, Mill Creek, Cellwood Evolutions, Cellwood Progressions, Silhouette Classic, Liberty Elite, Barkwood, Charleston Beaded, Ovation, Carvedwood 44, Cellwood Dimensions, and Quest Signature have been tested and analyzed in conformance with ASTM D 3679-11 as required by Florida Building Code 2017 paragraphs 1404.9 and 1405.14; plus Florida Residential Code 2017, paragraph 703.11. For configurations, thicknesses, nail hem types, horizontal and vertical nail spacings, plus allowable design wind pressures, see table on pages 2,3, and 4 of this report. Structural testing to ASTM 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 01-31653.02(test daze-04/17/98), 01-34037.01'(test date-02/09/99), 01- 30101.01 (test date-12/15/00), and 01-84199.03-109-44 (test date-10/15/08). The material (physical) properties testing as required in ASTM D3679 was done at Architectural Testing,Inc.'s main laboratory located at 130 Derry Court,York,PA 17402 as reported in project A9142.01-103-77 (test date-10/11/11). Thematerial was also tested to ASTM El19 "Standard Test Methods for Fire Tests of Building Construction and Materials" at Southwest Research Institute located at 6220 Culebra Road, Sian Antonio, Texas in project 01-033000.01.001(test date-01/2000). I i i Mastic Page 2 Pl em/Mastic Siding Table Product Name Configuration Thickness Nail Hem Horizontal Vertical Allowable Nail Dail Design S acin _Spa Pressure BrentwoodVinyl Double 5" 0.040" Standard 16" 110" +/-58.9 PSF Siding D4.5 DutchLap 0.040" Standard 16" 9" +/-65.4 PSF Double 4" 0.040" Standard j 16" 8" +/-73.6 PSF Eclipse Vinyl Double 5" 0.040" Standard 16" LQ" +/-58.9 PSF Siding 134.5 DutchLap 0.040" Standard 16" 9" +/--65.4 PSF Double 4" 0.040" Standard- 16" 8" +/-73.6 PSF Mill.Creek vinyl Double 5"D5 0.040" Standard 16" l l" +/-58.9 PSF Siding Dutchla D 4.5 Dutchlap 0.040" Standard 16" 9II" +/--65.4 PSF Triple 3" I Double 4"D4 0.040" Standard 16" 8" +/-73.6 PSF Dutchlap i Cellwood Double 5" 0.040" Standard 16" 10" +/-58.9 PSF Evolutions Vinyl D4.5 DutchLap 0.040" Standard 16' 91' +/-65.4 PSF Siding Double 4" 0.040" Standard 16" 8' +/-73.6 PSF Cellwood Double 5" 0.042" Standard 16',' 10" +/-61.9 PSF Progressions Vinyl D4.5 DutchLap 0.042" Standard 16" 91 +/--68.8 PSF Siding Triple 3" Double 4" 0.042" Standard 16'1 8'i +/-77.4 PSF Silhouette Classic Double 5" 0.044" Standard 16'1 IOi' +/-64.8 PSF Vinyl Siding 134-5 DutchLa 0.044" Standard 16", 9'i +/-72.0 PSF Double 4" 0.044" Standard 16" 8 j +/-81.0 PSF Liberty Elite Vinyl Double 5"D5 0.048" Standard 16" 10" +/-70.7 PSF Siding Dutcbl Double 4" 0.049" Standard 16"i 8",J +/-88.4 PSF Barkwood Vinyl Double 5"D5 0.048" Standard 16"! 10" +/-70.7 PSF Siding Dutc Double 4" -0.048" Standard 16" 8" +/--88.4 PSF Triple 2 2/3" Single 8" Charleston Beaded Single 6'/z" 0.044"& Standard 16" 6 1/2" +/-99.7 PSF Vin 1 Siding 0.046" Ovation Vinyl Double 5" 0.042" Rolled 16" 10"I +/-83.3 PSF Siding Edge D4.5 DutchLap 0.042" Rolled 16" ; 9"_I +/-92.6 PSF Triple 3" Ede Double 4" 0.042" Rolled 16" 8" ,I +/-104 PSF Edge 6%z"Beaded 0.042" Standard 16' 61/2" +/-952 PSF Carvedwood 44 Double 5" 0.044" Rolled 16" 10" I +/-88.03'SF Vinyl Siding Edge D4.5 DutchLap WWI Rolled 16" 9" +/-97.8 PSF Triple 3" Edge Single 8" 0.044" Rolled 16" 8" I +/-110 PSF Double 4" Edge i Mastic Page 3 Pi em/Mastic Siding Table Continued Product Name .Configuration Thickness Nail Hem Horizontal Vertical Allowable Nail Nail Design SpacIing Pressure Cellwood. D4.5 DutchLap 0.044" Double 16" 9" +/-161 PSF Dimensions Vinyl Thickness Siding Double 4" 0.044" Double 16i' 8" +/-181 PSF Thickness Quest Signature Double 5" 0.046" Double 16" 10" +1-152 PSF Vinyl Siding Thickness ; . l 134.5 DutchLap 0.046" Double 161' 93' +/-168 PSF Thickness Double 4" 0.046" Double 167 8" +/-189 PSF Thickness j Board&Batten. 5 I12"Board 0.048" Standard T'� 16' +/-96.6 PSF Vertical Vmyl 1 %"Batten Nails in Nails in Siding Sheathing Sheathing Q4 Qnl Structure Vinyl SRD6 0.046" Standard 811, 12" +/-95.7 PSF Siding '/Z of All %z oflAll Nailslin Nails in Studs Stuffs SRD6 0.046" Standard 16" 12" +41.7 PSF SRD45 0.046" Standard 167' 9"1 +/-82.3 PSF ` SRD4 0.046" Standard 1&1 7 8"I +/-92.6 PSF ` SRS7 0.046" Standard 16" T' +/-105.8 PSF Cellwood Cedar Double 61/4" 0.080" Thickened 8" 12 1/2" +/-74.9 PSF III Dimensions Round 'A of All %z of A11 Cut Plastic Siding Nails in Nailslin Studs Studs Cellwood Cedar Double T' 0.100" Thickened 8" l 147, +/-83.6 PSF Dimensions %z of All %:of All Shingle Plastic Nails in Nails!in Siding Studs Studs Cedar Discovery Double 9" 0.090" Thickened 8" l 18"1 +/-49.4 PSF Hand Split Shake %2 of All '/Z of All Plastic Siding Nails in Nails in Studs Studs Cedar Discovery Double 7" 0.090" Thickened 8" f 14";I +/-63.5 PSF Perfection and %z of All %z of All Cedar Discovery Nails in Nails in Half Round Studs Studs Shingles Plastic Siding Endurance Dutch D5 Dutchlap 0.019" Standard 16" 10"1 +/-37.8 PSF Oak Aluminum Siding Envoy Horizon Double 5" 0.024" Standard 16" 10" +/47.7 PSF Collection D5 Aluminum Siding i i • i I i Mastic Page 4 P Pl astic.Siding Table Continued Product Name Configuration Thickness Nail Hem Horizontal Vertical Allowable Nail Nail Design Spacing S o�acing Pressure Rustic D4 Double 4" 0.019" Standard 1.6" 8" +/-47.2 PSF Aluminum Siding Double 4" 0.024" Standard 1161 �8" +/-59.7 PSF Envoy 8"Smooth Single 8" 0.024" Standard f6" "8" +/-59.7 PSF Aliminum siding Endurance 8" Single 8" 0.019" Standard If' 8" +/-47 2 PSF Smooth Aluminum Siding Woodgrain D5 Double 5", 18 Gage Standard 16" 10" +/-60.0 PSF Steel Siding Double 5" it Dutchla Woodgrain D4 Double 4", 18 Gage Standard I 6" 8" +/-75.0 PSF Steel Siding Double 4" Dutchla Woodgrain 10" Single 10" 18 Gage Standard 101, 12" +/-36.7 PSF Vertical Steel Board&Batten Siding I { 'f I I i . I i { i Mastic Page 5 I have performed a combination of rational and comparative analyses on these products, which includes the mandatory requirements of Annex A1.2.1 in ASTM D 3679. Installation must be over 5/8" minimum nailable sheathing or %" minimum plywood. Installation fasteners must be roofing nails with 3/8" diameter head, 1/8" diameter shank, and a minimum length of 1-1/2". The allowable design wind pressures for all of these products have been determined in a separate 11 page structural analyses titled VMYL PLASTIC, ALUMINUM, & STEEL SIDWG ANALYSES FLORIDA EVALUATIONS & 2017 FBC UPDATE. In order to achieve the pressures in the analyses, all studs must have nails in them and all nails must be in studs. Studs must be at 16" spacing. For additional installation details, see drawing titled PLYGEM/AMSTIC VINYL SIDING INSTALLATION Sheet 1 of 7,attached to this report. d pressures shown in the table on pages 2 3 & 4 of this The allowable design wind p p g � , 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 contact me. VERTICAL VINYL. SIDING i The following PlyGem / Mastic Home Exteriors vertical vinyl siding product; Board & Batten has been tested and analyzed in conformance with ASTM D 3679-11 as required by Florida Building Code 2017,paragraphs 1404.9 and 1405.14; plus Florida Residential Code 2014, paragraph 703.11. Board & Batten vinyl siding profile has a horizontal 5- 1/2" board with a 1-1/2" batten for a total coverage width or 771. For configuration, thickness, nail hem type, horizontal and vertical nail spacing, plus allowable design wind pressures, see table on pages 2,3, &4 of this report. f Structural testing to ASTM 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 ATI-19585-2 (test date-03/11/97). The material (physical) properties testing as required in ASTM D 3679 was done at Architectural Testing, Inc.'s main laboratory located at 130 Derry Court, York PA 17402 as reported in project A9142.01- 103-77 (test date-10/11/11). The material was also tested to ASTM E 119 "Standard Test Methods for Fire Tests of Building Construction and Materials" at Southwest Research Institute located at 6220 Culebra Road, San Antonio, Texas in project 01- 033000.41.001 (test date-01/2000). I I have performed a combination of rational and comparative analyses on this product, which includes the mandatory requirements of Annex A1.11 in ASTM D 3679. Installation must be over 5/8" minimum nailable sheathing or '/2" minimum plywood. Installation fasteners must be roofing nails with 3/8"diameter head, 1/8"diameter shank, and a minimum length of 1-1/2". The allowable design wind pressures for this product have been determined in a separate 11 page structural analyses titled VINYL,!PLASTIC, ALUMINUM, &STEEL SIDING ANALYSES FLORIDA EVALUAWONS&2017 FBC l i i 1 j Mastic Page 6 UPDATE. Fastener spacing must be 7"horizontal by 16"vertical, and fasteners need not be in studs. Studs must be at a maximum 16" spacing. For additional installation details see drawing titled PLYGEM / MASTIC VERTICAL VINYL SIDING INSTALLATION Sheet 2 of 7,attached to this report. The allowable design wind pressures shown in the table on pages 2, 3 and 4 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 contact me. i STRUCTURE (EDAM BACKED) VINYL SIDING The following P1yGem/ Mastic Home Exteriors foam backed vinyl siding products; SRD6, SRD45, SRD4, and SRS7 have been tested and analyzed in conformance with ASTM D 3679-11 as required by Florida Building Code 2017, paragraphs 1404.9 and 1405.14; plus Florida Residential Code 2017, paragraph 703.111. For configurations, thickness, nail 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, 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 dates 04/29/04 and 04/30/04). The material (physical) properties testing as required in ASTM D 3679 was done at Architectural Testing, Inc.'s main laboratory located at 130 Derry Court,York,PA 17402 as reported in project A9142.01-103-77 (test date-10/11/11). The material was also tested to ASTM E 119 "Standard Test Methods for Fire Tests of Building Construction and Materials" at Southwest Research Institute loc fated at 6220 Culebra Road, San Antonio,Texas in project 01-033000.01.001 (test date-01l2000). I have performed a combination of rational and comparative analyses on the'se products, which includes the mandatory requirements of Annex A1.2.1 in ASTM D 3679. Installation must be over 5/8" minimum nailable.sheathing or�Y2" minimum plywood. Installation fasteners must be roofmg nails with 3/8" diameter head, 1/8"diameter shank, and a minimum length of 1-1/2". The allowable design wind pressures for,all of these products have been determined in a separate 11 page structural analyses titled VINYL, PLASTIC, ALUMINUM & STEEL SIDING ANALYSES FLORIDA EVALUATIONS & 20I7 FBC UPDATE. Stud spacing must be 16", and studs must be 2 x 4 minimum. With 16" horizontal spacing, all nails must penetrate studs, and with 8" horizontal spacing, of all nails must penetrate studs. For additional installation details, see drawing titled PLYGEM/MASTIC STRUCTURE VINYL SIDING INST. Sheet 3 of 7, attached to this report. 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. �I i I I i i I Mastic Page 7 I PLASTIC (POLYPROPYLENE) SIDING j The following 2 PyGem/Mastic Home Exteriors plastic (polypropylene) I siding products; Cellwood Cedar Dimensions Round Cut and Cellwood Cedar Dimensions Shingle have been tested as reported in ATI Evaluation Service report CCRR-i0164, and determined by rational analyses to be in conformance with Florida Building Code 201i7, paragraph 1404.8 and Section 2605. The following 3 PlyGem/ Mastic home Exteriors plastic (polypropylene) siding products; Cedar Discovery Hand Split Shake, Cedar Discovery Perfection, and Cedar Discovery Half Round Shingles have been tested and analyzed as required by Florida Building Code 2017, paragraph 1408.8 and Sections 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 II 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, i San Antonio, Texas as reported in projects 01-2303.135 and 01-2303.136, in conformance with 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 Burn test. I have performed a combination of rational and comparative analyses on these products. Installation must be over 5/8" minimum nailable sheathing or Y2" minimum plywood. Installation fasteners must be roofing nails with 3/8"diameter head, 1/8"diameter shank, and a minimum length of 1-1/2". The allowable design wind pressures for all of these products have been determined in a separate 11 page structural analyses titled VINYL, PLASTIC, ALUMINUM & STEEL SIDING ANALYSES FLO&DA EVALZIATIONS & 2017 FBC UPDATE. In order to achieve the pressures in the analyses, all studs must have nails in them, and lh of all nails must be in studs. Studs must be at 16" spacing. For additional installation details, see drawing titled PLYGEM / MASTIC PLASTIC (POLYPROPYLENE) SIDING INSTALLATION Sheet 4 of 7, attached to this report. 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 contact me. ALUMINUM SIDMG The following 5 P1yGem/ Mastic Home Home Exteriors alurl mum siding products; Endurance Dutch Oak, Envoy Horizon Collection, Rustic D4, ,Envoy 8" Smooth, and Endurance 8" Smooth have been tested and analyzed in (conformance with the requirements of AAMA 1402 as stated in Florida Building Code 2017, Section 1404.5.1. I 0 j Mastic Page 8 The material thicknesses of these products meet the requirements of FBC 2017, TABLE 1405.2. For configurations, thicknesses, nail hem types, horizontal and I vertical nail spacings,plus allowable design wind pressures,see table on pages 3 &4 of this report. Structural testing to HVHZ Miami-Dade County Protocol PA 202-94 ;was done at Architectural Testing,Inc.'s main laboratory located at 130 Derry Court, York,PA 17402 and is reported in ATI-14787-2 (test date-10/07/94). The pressures listed in the table on pages 3 & 4 of this evaluation report are in conformance with Florida Building Code 2017, Section 1404.5.1 "ALUMINUM SIDING". I have performed a combination of rational and comparative analyses on these products. Installation must be over 5/8" nailable sheathing or 'h"minimum plywood 1 Installation fasteners must be either aluminum or galvanized steel nails. 1-1/2" long with 3/8" diameter heads and 1/8" diameter shanks. The allowable design I wind pressures for all of these products have been determined in a separate 11 page structural analyses titled VINYL, PLASTIC, ALbMJNUM & STEEL SIDING ANALYSES.( FLORIDA EVALUATIONS & 2017 FBC UPDATE. In order to achieve the pressures in the analyses, all studs must have nails in them and all nails must be in studs. Studs must be at 16" spacing. For additional installation details, see drawing titled ALUMINUM SIDING INSTALLATION DETAIL Sheet 5 of 7, attached to this report. The allowable design wind pressures shown in the table on (pages 2, 3 i& 4 of this evaluation report can be compared directly to the required wind loads in Chapter 16 of the Florida Building Code 2017. If there are any questions about this,please contact me. I STEEL. SIDING V The following 5 PlyGem/Mastic home Exteriors steel siding products; c odgrain D5, Woodgrain Dutchlap D5, Woodgrain D4, Woodgrain Dutchlap D4, andl Woodgrain Vertical Board& batten 10" have been structurally tested in conformance with ASTM D 5206-13 as required by ASTM D 3679-11 in Florida Building)Code 20171 paragraphs 1404.9 and 1405.14. The reasons this method of testing was chosen is that there are no specific requirements in the FBC for testing steel siding panels,�and these siding panels are the same shape and configurations as Plygem's vinyl siding. The steel siding is also installed in the same manner as vinyl siding. The material thicknesses of these products meet the requirements of FBC;2017 Table 1405.2. For configurations, thicknesses, nail hem types, horizontal and vertical nail 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. ! I f i Mastic Page 9 Structural testing was done at Architectural Testing, Inc.'s main laboratory located at 130 Derry Court, York, Pa 17402. The results of the structural testing are in reports number G7009.01-109-40 (test date 01/31/17) and G7164.01-109-40 (test date 01/31/17). Architectural Testing is now a subsidiary of Intertek, and both names appear on the test reports. I have performed a combination of rational and comparative analyses on these products. Installation must be over nailable sheathing or plywood, with a minimum of 1/2" thickness. The Installation fasteners must be galvanized steel rbofmg nails 1-1/2" long with 3/8"diameter heads and 1/8"diameter shanks. The allowable design wind pressures for all of these products have been determined in a separate 11 1page structural analyses titled VINYL, PLASTIC, ALUMINUM, & STEEL SIDING ANALYSESI FLORIDA EVALUATIONS& 2017 FBC UPDATE. The Pressure Equalization Factor was not used in the analyses of steel siding products. In order to achieve the pressures in the analyses, all studs must have nails in them and all nails must be in studs, with the exception of the vertical steel siding, which requires 'the nails to only go through the sheathing or plywood. Studs must be at 16" spacing. For additional installation details,`see drawing titled STEEL SIDING INSTALLATION DETAIL Sheet 6 of 7 attached to this report, and drawing titled VERTICAL STEEL SIDING INSTALLATION DETAIL Sheet 7 of 7 attached to this report. Sincerely yours; Allen N.Reeves,P.E., SECS - Structural Engineer = -- Florida License No. 19354 ` ANR:anr �� .c p O.• ��`\�.�� Cc: 17090004 I I i r i I J I v JI • bQLI - f OTT X N IM46OWN WAM t 4 W w ob s Arm tag N � I 3130,00, iorw r I i A�rr I I EXISTING STRUCTURE ooc ri NOIm 2 1 I-1 09 O No. R.,41•n Oab ` ST.LUCIE COUNTY HIIIL.D.. I?I1'tglt\N RE'J(F.\\'ED FOR C LI4' E zd ` I2EVILNVED BY DATE 3 z PLANS p_ i\SIT .1UST BE PT ON JOB 4 3"x 46" .030 INSU E D ROOF SYSTE INSPE\� ORNO ION 1\'1LL BE. DE. o I $$ Wzdu� I 2 x 4 x.046 SMB 2 x 4 x.046 SMB -$ROOF PEAK w U 1 / w, U a a U fA(6 1a'-o" o o CONCEALEO FASTENERS OR ATTACHMEN z x x ARE THE AESPONSIluTY OF THE ! w o=m 4 x X CONTRACTOR OF RECORD 1x2 1x2 PLAN VIEW,FRONT PORCH a, ,, •.. , F.F. GRADE W ^ O VINYL SIDING -$ THESEPLANS AND ALL PROPOSrOINOAK N�- o 5'-0� AAF.SUBJECT TO ANY CCRRECTIQNJ w a 2 X A X-046 SMB 2 X4 x•046 SAHIB -$ROOF PEAK � 10'-91 � REQUIRED BY FIELD INBPRCYOft THAT 121, MAY BR NECOSSARY IN ORDBH TC ti U COMPLY WITH ALLAPPUCABLECODES. I wgti Ir -$TOP OF DOOR T U o E a O O O �zd.B� N N N LEFT ELEVATION, FRONT PORCH g - - — — - - o- — - - — —_ RIGHT ELEVATION-OPP HAND x x o— — - — -- - - — - — — — �— - - — — ,,o��Iuu*III x X •l.......... C��2 � p• 'E i; -co.Lu T GRADE_ - - - %�%,� 14,_0" PRIME DOOR FULL LITE VINYLSIDING TEMPERED GLASS € E NOTE: - OIBEP 2017 FRONT ELEVATION, FRONT PORCH ALL DIMENSIONS TO BE FIELD x" VERIFIED. OF 4 INTERIOR BEARING f 2X4X.046SMB EXISTING STRUCTURE _ (SYSTEM 2x4x.046$MB - ROOFPEAK I.Wy n0. - TOP OF DOOR � o z z F6 �zmo3"x 46"X.0 0 INSIIL/�TED t= � w z a� II � LL 0' _0" w _#GR2ADE U 12-0. Vk�I� 20'.0" I INYL SIDING f' } Lu PRIME DOOR FULL LITE 3 m TEMPERED GLASS m PLAN VIEW,BACK PORCH LEFT ELEVATION, BACK PORCH ! N w U Z W1- O W ur o 2x4x.046SMB z 9 2 x 4 x.046 SMS o 2x4x.046SMB 2x4x.046SMB 2x4x.046SMB -�ROOFPEAK ROOF PEAK J ONNS p O O o y 6 8 _ 0 0 � 0 0 ~ -�TOP OF DOOR TOP OF DOOR p a } a a s 0 wIn 0 1111t114 0ovxx x ] ` ticq ^�xAL x x x h x x 3ovu m Cl) U Z :jo _,GRADE GRADE7'-0 6'-0" PRIME DOOR FULL LITE mo20'-0" TEMPERED GLASS12 (Y - RIGHT ELEVATION,BACK PORCH NOTE: � y FRONT ELEVATION, BACK PORCH VINYL SIDING 2 JE- ALL DIMENSIONS TO BE FIELD " VERIFIED. NONE OF4 File Copy f #10 SMS W/NEOPRENE CONNECTOR MAY BE(2)ANGLES, DESIGN INFORMATION SHERS PER PANEL INTERNAL U CHANNEL,OR o EXTERNAL U CHANNEL EACH WIND VELOCITY 160 MPH ult SIDE OF CONNECTING BEAM EXPOS ROOF PANEL 3x3 POST IMPO Re'FACTOR 1.0 0 2ASIC WIND PRESSURE 20 PSF oROOFLOADS,LIVE 25 PSF 0 1ROOF LOAD,DEAD 12 PSF 4-#10 X 2"LG SMSxo. xdean oal. ROOF LOAD TOTAL 37 PSF INTO SCREW BOSS #12 SMS x 3/4"LG ROOF TYPE GABLE 2x BE REQ'D NO.EQUALS BEAM DEPTH MAIN BEAM UPRIGHT z z ENGINEERING NOTES CONNECTION @ CORNER GENERAL o$ T SIGN,FABRICATION,AND AS OF ROOF PANEL EXTRUSIONS w/INTERNAL w z G STRUC BU S O TRUCTURE SCREW BOSSES MAY BE w o_ ALUMINUM SHALL CONFORM TO CONNECTED W/(3)#10%1 Y2" O AAASM 35 AND SPECIFICATIONS FOR ALUMINUM INTERNALLY STRUCTURES,PART 1-AAND 1-B,OF THE ALUMINUM ASSOCIATION. FOR COMPOSITE ROOFS: FASTEN USING TRUFAST 1%"FENDER WASHER CARRIER BEAM TO POST CONNECTION DETAIL SOIL HD x(t+/")@ 6"O.C. w 1. SOIL CLASSIFIED AS SILTY SAND WITH A DESIGN 3 EXISTING TRUSS 6"x't'X 6".024"MIN BREAK U �m LOAD-BEARING CAPACITY(ALLOWABLE FOUNDATION FOR PAN ROOFS: FORMED FLASHING > .$ PRESSURE)OF 2,000 PSF. 2x BEAM 3 EA#8 x Y"LG SMS PER 17' ROOF PANEL ! w �4, PANEL W/%"AL PAN WASHER 3-#12 SCREWS w/%"WASHER ! w 2. SOIL BELOW NEW FOUNDATIONS SHALL BE BEAM PER PAN W/1"MIN EMBEDMENT w m COMPACTED TO A MINIMUM OF 98%OF MAXIMUM ! DENSITY PER ASTM D-1557. INTO FASCIA THRU HEADER . CONCRETE&MASONRY ROOF PANEL TO BEAM FASTENING DETAIL U� Z 1. CONCRETE SHALL CONFORM TO THE EXISTING FASCIA w a 4 O REQUIREMENTS OF ACI 318 AND HAVE A MINIMUM 4-#10SMS d COMPRESSIVE STRENGTH OF 3.000 PSI AT 28 DAYS. UPRIGHT ROOF PANEL TO FASCIA Lu g 2. REINFORCEMENT STEEL SHALL BE NO.5 BARS 2x2xy"THK 1 Y4"MIN EMBEDMENT No"0 THRU BOLT O r CONFORMING TO ASTM A615,GR.40.CONCRETE BREAK FORMED SEE TABLE FOR I w u a COVER FOR REINFORCEMENT SHALL BE A MINIMUM 503E K F ALLOY QUANTITY /7,E n0. OF 3"IN FOOTINGS AND 1-1/2"IN BEAMS&COLUMNS. EA SIDE �.m BEAM POST MAX.#THRU 3. REINFORCEMENT SHALL BE BENT COLD.THE MINIMUM DIAMETER OF THE BEND FOR NO.5 REBAR 2X4 3x3E BOLTS BEAM 8� MEASURED ON THE INSIDE OF THE BARSHALL BE -- - - -- y� 0 3-3/4". SPLIC ALL LAP SPLICES WITHA - �- _ -- - - - - - - - - �- - - -- -2x5 - -_3x3-_ - 3__ _ __$_ g€._ - MI UM ERLAP, •25" REBAR. SIDE VIEW ANCHOR PER 2x6 30 3 i WOOD POST TO DECK CONN.DETAIL ROOF PANEL TO BEAM 2x7 3x3 4 FASTENING DETAIL 2x8 3x3 5 1. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN BEAM 2x9 3X3 6 3 YELLOW PINE(SYP)OR SPRUCE WITH A BENDING POST/COLUMN 2x10 3x3 7g8 STRESS,_Fb,NO LESS THAN 1.400 PSI. NOTCH TO SUIT ,N��1��/ �, d =2x10.RIM.BOARD— — -- _ _ ���� , =a 2. ALL WOOD MEMBERS IN CONTACT WITH SIDE NOl C—H POST—T0 BEAM-CONNECTION .QC1;.••"' 'o +,,_� CONCRETE OR MASONRY SHALL BE NATURALLY `.?•� m DURABLE OR PRESERVATIVE TREATED WOOD OR TI BEAM wl(1)#5 CONT(�2'O/C .Ste;pj 1. a HAVEAVAPORBARRIERINSTALLEDBETWEEN F LED SOLID&ALLOWEDTOSET2 THE WOOD&CONCRETE(15#FELT MIN.) AYS.SHORE WALLS OVER 40'HI® N:w v # Z O/C. 3. ALL WOOD SHEATHING SHALL BE°e"DIA CDX 2X10 JOIST 16"D.C. N'j 2 3 GRADE STEMWALL DOWN ROD FOOTER HORIZONTAL �2•.• PLYWOOD MINIMUM 3-PLY. SIMPSON HETA12 HEIGHT SPACING SIZE x REINFORCEMENT 48"O/C 8°x 1 E (2)#S BARS ��, •••'•'*•°•'Q ��, 2'MIN. Y SEE TABLE FOR CO ROD EC TYPICAL >2'-8" 48"O/C 10"x 18" (2)#5 BARS SEE TABLE FOR CORRECT SPACING >4'0" 32°O/C 10°x 26° (2)#5 BARS 02 SU „ -8'-0" 24'O/C 11°x 36' (3)#5 BARS xoriE FOOTER/KNEEWALL DETAIL File C®oy OF4 Q� STEMWALL DOWN ROD FOOTER HORIZONTAL HEIGHT SPACING S1ZE .X REINFORCEMENT <2'-S' 48"O/C 8'x 16' (2)#5 BARS a2'•8' 48°OIC 10°x 16° (2).5 BARS 2 32"O/C 10"x 29' (2)#5 BARS >6'-G' 24'OIC 11'x 39' (3)#5 BARS Bw p"a°"oaa O TOO "L"BLOCK 2x AL DOOR JAM W/(1)#5 CONr _ 3x3xY"AL POST IF OVER 4'ADD TIE BEAM W/(1)#5 I n #3x4'BENT BARS®48'OIC IN - �Zd01 CONT®2'OIC FILLED SOLID& w ALLOWED TO SET 2 DAYS.SHORE 312'MIN.CONC.SLAB REINF.W/ E 9 a 2 ' WALLS OVER 40'HI®4O/C. 1 121b.OF FIBERMESH PER YD. u3f 6 mll M.B.OVER WELL COMP.SOIL #10 GRADE 5 SELF TAPPING/ L2'M GRADE CONCRETE F'c-3.000 psi SELF-DRILLING SCREW;5 EACH SIDE;3TOP #5 VERTICAL DOWN ROD-TYPICAL L) Y SEE TABLE FOR CORRECT SPACING N Ulm 3/6'TAPCON FOR SILL ANCHORAGE j � ,� g m FOOTER DETAIL m � Ws, z W&- o DOOR ATTACHMENT DETAIL Lj� FLPRODUCT ITEM PPROVAL NO DESCRIPTION DOOR FL 161.1 GUARDIAN HINGED DOOR W/GLAZED INSERT SIDING FL 23885.1 VINYL,ALUMINUM,B STEEL ROOF PANEL FL 2291.1 ALUMINUM&STEEL SKIN EPSCORE SANDWICH PANELS RR��IIIIIII I`, co ORetail g 0]O File Co =" �J x��'�`� OF 4 J