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Home My WebLink AboutPRODUCT APPROVAL SWINGING EXTERIOR DOORr r Florida Building Code Online ii BCIS Home I Log In i User Registration I Hot Topics 1 Submit Surcharge { Stats & Facts Publications I FBC Staff Product Approval - USER: Public User SCANNED Product Approval Menu > Product or Application Search > Application List > Application Detail BY FL # FL17996-RI St.,p & (N)" s��,° v/ Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature 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) Elixir Door and Metal Company 1215 Pope Drive Douglas, GA 31533 (912) 493-2215 ryarberry@ellxirdmc.com Randall Yarberry ryarberry@elixirdmc.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321)690-1788 info@ptc-corp.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers American Architectural Manufacturers Standard ASTM E330 1/7 2/10110, I V Florida Building Code Online Equivalence of Product Standards Certified By :J I affirm that there are no changes I Code which affect my product(s) and r compliance with the new Florida Buildi Documentation from approved Evaluation or Validation Entity 0 Yes O No U N/A FL17996 Rl COC Affirmation FL179� Product Approval Method Method 1 Option A Date Submitted 01/29/2018 Date Validated 01/29/2018 Date Pending FBC Approval Date Approved 02/04/2018 Summary of Products,, Go to Page fo FL # Model, Number or Name Description 17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S. Door w, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_R]_C_CAC_EXR 202-20 plusS.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996_EU I ELIX0034 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 _RI AE_PER 1642_Rey] Created by Independent Third Par 17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door w/ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R3 C CAC EXR 230 WS p us5 Off Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996_R1_II_ELTX0033 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996-M AE_QER_1642_Rev� Created by Independent Third Pat 17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_R C CAC EXR 402-14 Quality Assurance Contract Exl Approved for use outside HVHZ: Yes )ddabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f810sgRCIoMU%2bfRDgsg3ZdGjXlw°/a3d%3d 217 j 2/10/2018, Florida Building Code Online Impact Resistant: No 09/14/2020 Design Pressure: +40/-40 Installation. Instructions Other: FL17996_Rl_II_ELIX0050 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R1_AE PER_11951_Rev Created by Independent Third Par 17996.4 Series 402-20S Vinyl Steel Out -swinging Regular [ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996R1_C CAC_EXR 402-20 Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 _RI_II_ELIX0051 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R1_AE PER 1951 Revl Created by Independent Third Pat 17996.5 Series 407 Vinyl Steel Out -swinging Regular [ Itimlit se Certification Agency Certificate Approved for use in HVHZ: No FL17996 Ri_C CAC EXR 407 E3 Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 R1REV -A _II _ELIX0052 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_B1.AA_PER 195 — ev Created by Independent Third Pat 17996.6 Series 430 W9 Vinyl Steel Out -swinging Regular[ 3'0") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_R]_9_CAC_EXR 430-WS Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +33/-40 Installation Instructions Other: FL17996 _Ri_II_ELIX0053 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R1_6f_BER_1951_Rev1 Created by Independent Third Pat 17996.7 Series 6400 W9 Cottage Series 6400-W9 Non -Impact Inswi w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Rl_C_CAC_EXR 6400 E Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +66/-56 Installation Instructions Other: FL17996 R1_II_ELIX0056 Rev -A STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports 317 2/10/20 Florida Building Code Online LF 17996 R1 AE PER 194_Rev2 Created by Independent Third Pat 17996.8 Series 7500 Oval Series 7500 Non -Impact Inswing \ w/Adjustable Threshold Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 7500 O E330 plus5.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exi Design Pressure: +34/-50 09/17/2019 Other: Installation Instructions FL17996 R1 I_I_ELIX0055 Rev -A WITH ADJUSTABLE THRFESHOLD_ Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE_PER 1955_ ev2 Created by Independent Third Pat 17996.9 Series 7500 Oval Series 7500 Non -Impact Inswing \ w/Storm Door and PVC Jambs Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR 7500 O Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996_H1_II_ELIX0060 Rev -A OVAL WITH STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE_PER 1955_Rev2 Created by Independent Third Pat 17996.10 Series 8400 W9 Cottage Series 8400-W9 Non -Impact Oval Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR 8400 E Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996_Rl_II ELIX0057 Rev -A WITH STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R AE PER_1954_Reve Created by Independent Third Pat 17996.11 Series 9000 Series 9000 Non -Impact Inswing \ w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 9000 5 Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R3_II ELIX0058 Rev -A STORM DOOR _ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports 4/7 2/70/201„ Florida Building Code Online FL17996 R1 AE PER 1954 Rev2 Created by Independent Third Pat 17996.12 Series 9400 Cottage Series 9400-W9 Non -Impact Inswi Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Ri C CAC EXR 9400 E Approved for use outside HVHZ: Yes Quality Assurance Contract Exi Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996R II EUX0059 Rev -A COTTAGE W. STORM DOOR_ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 RI AE_Pffi, 1954_ gv" Created by Independent Third Pat 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR AFIF7N Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 RI II ELIX0040 AFIF71% Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996R AE PER 1952_Rev Created by Independent Third Pat 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS Fit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR AFOF7r Approved for use outside HVHZ: Yes Quality Assurance Contract Exi Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 Rl_I_I ELIX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R1_AE_ME1R1952_ gv" Created by Independent Third Pat 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Ste( Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996R C CAC_FXR AVIF7N Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 04/05/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996 RI II_ELIX0047 AVIF71' Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 1953_ ev2 Created by Independent Third Pat 17996.16 Series AV0F7N Series AV0F7N Non -Impact OS Sti Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Rl C CAC EXR AVOF71 Approved for use outside HVHZ: Yes Quality Assurance Contract Exi 5/7 Florida Building Code Online Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Installation Instructions Other: FL17996 Rl_I_I ELIX0048 AVOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R1 AE PER 1953 Rev2 Created by Independent Third Pat 17996.17 Series BFIF7N Series BFIF7N Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_R1 C CAC_EXR BFIF7N Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: LF 17996_l91 II ELIX0040 AFIF7P Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 1952 Rev2 Created by Independent Third Pat 17996.18 Series BFIF7S Series BFIF7S Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC_EXR BFIF7S Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 Rl_I_I_ELIX0046 BFIF7� Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R _M PER 1952_ ev Created by Independent Third Pat 17996.19 Series BFOF7N Series BFOF7N Non -Impact OS Fib Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_91C=A1C_EXR BF0F71` Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other: FL17996_R 11 EUX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R3 6E_PE&_1952_Rev Created by Independent Third Pat 17996.20 Series BVI63S Series BVI63S Non -Impact Single Insert and Outswing Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C_CAC_EXR BVI63S Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 12/17/2021 Design Pressure: +65/-65 Installation Instructions Other: FL17996 R1_II ELIX0061 BVI631 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17 96 R1 AE_eER 2244_Rev2 Created by Independent Third Pat W ME Go to Page Florida Building Code Online sack Next I Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyljght 2007-2013 State of Florida.:: yacy Statement :: Accesslbllity S1 Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -re mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmer one. The emails provided may be used for official communication with the licensee. However email addresses are public record. P address, please provide the Department with an email address which can be made available to the public. To determine If you ar please click here . Product Approval Accepts: 0 0 I Credit Card Safe i W j ELIXIR DOOR & METAL CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR INSTALLATION ANCHORAGE DRAWING GENERAL NOTE3: ICI jI.THE INSTALLATION NOTES: PRODUCTAN TO COMPLY WITH THEE GESHOWNHEREINISDESIGNED CURRENT mR10N OF THE SANAREASWHEREWINDBORNE DEBRIS PROTECTION 1.ONE(]) INSTALLATION ANCHOR IS REQUIRED ATEACH 5. MINUUM EMBEDMENT AND EDGE DLSTALIDE EXCLUDE 0 FLORIDABUUX14 CODE(FBC) EXCLUDING HIGH REQUIREMENTS EXIST. USE OF AN IMPACT PROTECTPJE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR ANCHORLOCATION. WALL FINISHES, INCLUDING BUT NOT LIMITED TO VELOCffY HU ZONE AND THE DESIGN WINDRORNEDEBRI9 REGIONS MANDATORY FOR THE TIRE INSTALLATION ANCHORS AT THE SPACINGS SHOWN STUCCO, FOAM BRICK VENEER AND SIDING. a PRESSURE(S)STA HEREIN. PRODUCTHEREIN. ARETHE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN to. THE PRODUCTDET CONTAINED HEREIN ARE BASED 6. SPACINGS TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURER'S t7 WON SIGNED AND SEALED LABORATORIES, INCj,•14778 TESTREPORT DALLAS AND ASSOCIATED FRAME MATERIAL ALUMINUM ALLOY SDSYTo DOOR PANEL MATERIAL'.09 MILVINYL LAMINATED GALVAN®STEELOIS 3.SHIMASREQUIRED ATEACH INSTALLATION ANCHOR INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS W 0 LABORATORY ST j, DRAWINGS. SKIN W/URETHANE FOAM CORE WITH LOAD BFMING SNOA(S} MAXIMUM ALLOWABLE SHIM SIZE OF I/41NCH. SHIM WHERE SPACE OF 1116 INCH THAN THE MINI MIM STRENGTH SPECIFIEDW THE 'ANCHOR SCHEDULE' THIS SHEET. ` Lo ',III 7. DESIGNATIONS W STAND FOR THE FOLLOWING: OR GREATEROCCURS. SHMS) SHALL BE CONSTRUCTED 2. ADEQUACY OF THE EXISTING OR STEELFRAM0IG ASAMAWWIND STRUCTURAL YXFRAMING FORCE RESISTING XOPERABLEPANEL OF HIGH DENSITY PLASTIC OR BETTER 7, INSTALLATION ANCHORS AND ASSOCIATED HARTFfIARE a SYSTEM CAPABLE OFWRHSTANDING AND O: FIXED PANEL i. ANCHORS FOR MUST BE MADE OFCORRO'ION RESISTANTMATERULL W 8 TRANSFERRIND APED PRODUCT LOADS TO THE X. HARDWARE: INSTALLATION INTO WOOD FRAMING OR 14GA MINIMUM STEEL FRAMING OR HAVE A CORROSION RESISTANT COATING. N p FOUNDATION IS THE pESPON9IBILRY OF THE ENGINEER A HALF HINGES:(4) 6063•TO EXTRUDED ALUMINUM SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE' THIS SHEET. M-I D. OR ARCHITECT OF RECORD, e. LATCHLOCKKEYED O Uj I: C. DEAD BOLT: SINGLE CYLINDER Q w� 3.1X AND 2X BUCKS (y ANCHORED TO PROPERLY USED) SHALL BE DESIGNED AND TRANSFER All LOADS TO THE 9. SEE SHEETI FOR DESIGN PRESSURE CHART. /� Fy O STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE O RESPONSIBILITY OF RECORD. E ENGINEER OR ARCHITECT OF ry 4. THE ILS DESCRIBED HEREIN AREREFLECTACTUALCOPIDRIONS 1--1 I SITE CON13MONS CAUSETE FROM THE REOUIREMENTS DETAILED HEREIN. ALICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMEN� I � DES! PRESSURE RATING(PSF) IMPACT RATING ATER INF0.TRATION WHEREWATERMENTIS E WEEDED REQUIREMENT IS NOT NEEDED NONE •40A/-0S.0 I I ^UNIT MUST BE INSX�IILLED BENEATH AN APPROVED OVERHANG I TABLE OF CONTENT SHEET ICI DESCRIPTION I 0ENERAL AND INSTALLATION NOTES 2EVATION. ANCHORING LAYOUT 3 1IERTICAL CROSS SECTIONS HORIZONTAL 4 CROSS SECTIONS ANCHORSCHEDULE SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER ANO'OR EMBEDMENT EDGE DISTANCE ANCHORCAPACRIES TYPE SPECIFICATION (W)IN (g•8101a BASED ON SHEET MN.3 THREADS NBWG 14 GA USINGST GA FW (Z•BAR) PAN HEAD N0.8 TIN PAST INSIDE 3/8' MN. 33 KSI YIELD ERN. (TAPPING SCREW] SCREW) SURFACE OF STRNEGTH THICKNESS SUBSTRATE ANSI B18.6.1 2X HOOD MOOD SCREW) NAOD WITH AMNUNJM FRAMNG FIN (Z•BAR) PAN HEAD NO.8 OR 1' lz SPECIRO GRAVITYOF ASNE Bla.6A 0.42. RAPPING SCREW) NOTES: I) FOR WOOD OR TAPRNG SCREWS IFSR17TNG BA CONCERN. DRILL 0.087 PLOT HCLE(DRLL SIZE45). 2) EDGE06TANCEFSUI;®FROM EITHER SDEOFANCHORTO EDGEOFSUBSTRATE Robert J. Amoroso, P.E. FL P.E Na 49752 I�F Digitally signed ��LLeeb'p'eby,. R��o'benl. Amoroso ON: rn=RAbertL Arronsso.4 ou=PTCProdw Design Group, Emil=robert0Pt"ogxT "us Data 2015.0&05 094456 -0VW 79 3/4' 78 31V IAX OA MAX FRAME DOOR {EIGHT PANEL I HEIGHT 3511118' MAX. O FRAME WIDTH 34 3/4' MAX DOORPANEL WIDTH it 3'MAX. (TYP.)-1 r 4' MAX LOCK ASSEMBLY (REGULAR DRIVE-IN IS LOCATED APPROX.38•ABOVE BOTTOM OF DOOR LEAF AND THE DEAD BOLT ASSEMBLY APPROX. 42' ABOVE BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET 34' MAX J r 4• MAX. (TYP.) HALF HINGES W/ W8 X 314' SCREWS (TYP.) ELEVATION EXrFMOR VIEW ... NB X 21/r WOOD #8x Ire SCREW SCREWS ENTRY DOOR STRIKE DETALI. Iswn wesrcuassasn #8 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE(3) THREADS I MINIMUM BEYOND STEEL I I TUBE. ENTRY DOOR STRIKE DETAIL srm.nreuscsuasnuse 10' MAX O.C. (TYP.) —3' MAX (TYP.) 10' MAX C. (TYP.) SILL ANCHOR SPACING SAME AS HEAD SPACNG ANCHOR LAYOUT EXTERIOR VIEW ANCHORINGNOTES: 1. MINIMUM NUMBER OF ANCHORS W JAMBS IS 13. ANCHOR SPACING VARIES. BUT NOT TO EXCEED 10' MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 10' MAXIMUM O.C. Robert J. Aff*Rr , P.E. FL P.E. 14M 49752 134t.t y signed byRobert L Arrml o 0950.08-041W 1' MIN. EINBEDM 2X W000 FRAI, (ETHER SEALANT TAPE T BACK SIDE OF MOU G FIN 4,18:WI3ODSCREW ION ANCHOR 12" MIN. EDGE DIST. 114' MAX SHIM INTERIOR S VERTICAL SECTION WOOD FRAME SUBSTRATE INTERIOR �1I4' MAX SHIM 12' MIN. FRAME EDGE DLST. S) ENT SEALANT TAPE BACK SIDE OF MOUNI+II G FIN 2X WOO (B I THER 1' MIN. E BEDM he WOOD SCREW INSTALLATION ANCHOR VERTICAL SECTION I'; A "DODFRAM1IESUBSTRATE THREE (3) THREAD �.I MIN. PENETRATION I 98 TAPPING SCREW INSTALLATION ANCHOR e SEALANT TAPE TO BACK 318' MIN. E R SIDE OF MOUNTING FIN EDGE DIST. k 14 GA. MIN. SQUARE O STEEL TUBING (BY OTHERS) t0 Q z EXTERIOR INTERIOR Ey o jsa m o �1 G (S7 °� oo Q� VERTICAL SECTION u to 57EEi.TUBING SUBSTRATE a i; Z o_ 0 z_ o� v EXTERIOR IM INTERIOR 14 GA. MIN. SOUARE STEEL TUBING (BY OTHERS) Robert J. Ammao, P.E. FL P.E. No. 49752 318' MIN. Digitally signed SEALANT TAPE TO BACK EDGE DIST. by Rob.,U. SIDE OF MOUNTING FIN (18 TAPPING SCREW Amory a` .4S�;t� Dttm=Roberti AmoNsoo THREE(3)THREAD INSTALLATION ANCHOR s,S MIN. PENETRATION q �' Design Group «'T emad pl VERTICAL SECTION C '' SIEBLTUBINGSUBFIKATE Date20ISABASgxwm,U! oesmsa o4roo 1V MAX tf2' MIN. E DIST. ZX WOOD FRA IE (BY OTHERS) 1. WOO. SCREW 1 1'MIN. FIN INTERIOR INTERIOR EXTERIOR EXTERIOR 14 GA. MIN. SQUARE 7 I'MIN. EDGE DIST. (.� STEEL TUBING (BY OTHERS) A8 TAPP, NG SCREW INTERIOR MALLAT10N ANCHOR i III �(3) \ \\ \\\ THREE THREAD r MIN. NETRATION SEALNT TAPE TO BACK EXTERIOR SIDE1 OF MOUNTING FIN 114'MAX SHIM ^ 0 17 MIN. EDGE DIST. v1 a 2X WOOD FRAME (BY OTHERS) A8 WOOD SCREW INSTALLATION ANCHOR E IIS X 314' SMS O �jg� U I.- IN. I �l EMBEDMENT .-a Qi E..r W�r SEALANT TAPE TO BACK SIDE OF MOUNTING FIN W W a 0 �+ a �� HORIZONTAL SECTION O N WWUMLIMB 5U 51RA'l'!5 O .. A X a 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) 318' MIN. EDGE DIST. INTERIOR 08 TAPPING SCREW p8 X 314' SMS INSTALLATION ANCHOR r THREE (3) THREAD MIN. PENETRATION J. Amoroso, P.E. EXTERIOR FL FL P.E. No. 49752 SEALANT TAPE TO BACK SIDE OF MOUNTING FIN maa 2}�'/S'*,, II HORIZONTALSECTION D191naysi trj Roberti SUBSITW'f8 A—S7'EEL'IUBING gnee A 0IC.-Robert lAmmuso, o, —PIC Product Design Group, mai el=mbert9ptacorPemn, -US Dale 2015.0805 095D.29.01'W