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Home My WebLink AboutPRODUCT APPROVAL2/10/2018 londa Building Code Online BCIS Home I Log In I User Registratio Flida opprj ,P.roduct Approval USER: Public User Product Approval Menu > Product or Ao icati FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance ReI Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By SCANNED St LLI(;le County . Hot Topics j Submit Surcharge I Stats & Facts Publications i FBC Staff Search > _Application List > Application Detail FL17996-R1 Affirmation 2017 Approved O Elixir Door and Metal ComW ?,,,,4, 1215 Pope Drive Douglas, GA 31533 (912) 493-2215 ryarberry@elixlrdmc.com Randall Yarberry ryarberry@elixirdmc.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321)690-1788 info@ptc-corp.com Referenced Standard and Year (of Standard) Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers American Architectural Manufacturers Standard ASTM E330 1/7 2/10/2018 Flodda Building Code Online Equivalence of Product Standards Certified By I Documentation from approve( Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products, Go to Page U I affirm that there are no changes i Code which affect my product(s) and t compliance with the new Florida Buildi or Validation Entity 0 Yes J No U N/A FL17996 RI_COC AfFirmation_FL179S Method 1 Option A 01/29/2018 01/29/2018 02/04/2018 I 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_R1 C_CAC_EXR 202-20 plu95.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exi Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996_R],_H_ELIX0034 Rev A Verified By: Robert 1. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 _R_A PER 1642_Rev-- Created by Independent Third Pat 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 _R1_C_CAC EXR 230 WS plus5.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exi Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996 Rl_II ELIX0033 Rev A Verified By: Robert ]. Amoruso, P Created by Independent Third Pat Evaluation Reports L1F926_R A_PER _164?_ReY--' Created by Independent Third Par i 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 Exi Approved for use outside HVHZ: Yes hffps://www.floddabuilding.org/pr/pr app 00.aspx7param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8lOs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d 217 I I 2/10/2018 Florida Building Code Online Impact Resistant: No 09/14/2020 Design Pressure: +40/-40 Installation Instructions Other: FL17996 R1_II_ELIX0050 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R1_AE_PER 1951_Rev Created by Independent Third Pat i 17996.4 Series 402-20S Vinyl Steel Out -swinging Regular [ Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Approved for use outside HVHZ: No Yes FL17996_R1 C CAC_EXR 402-20 Quality Assurance Contract Exl Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 _R]_II ELIX0051 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R1 AE_ELR_ 1951_Revl Created by Independent Third Pat oe 17996.5 Series 407 Vinyl Steel Out -swinging Regular [ Li s of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996R1_C CAC_EXR 407 E3 Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996_R1_II_ELIX0052 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports LF�-M-M_MB_1951_Rev Created by Independent Third Pat i 17996.6 Series 430 W9 Vinyl Steel Out -swinging Regular[ 3'0") Limits of Use Certification Agency Certificate Approved for use in HVHZJ No FL17996_M C CAC_EXR 430-W<. Quality Assurance Contract Exl Approved for use outside VHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +33/-40 Installation Instructions Other: FL17996 Rl_U ELIX0053 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1_AE_PER_1951_ ev Created by Independent Third Pat 17996.7 Series 6400 W9 Cottage Series 6400-W9 Non -Impact Inswi w/Storm Door Limits of Use Approved for use in HVHZ: No Certification Agency Certificate FL17996_R1 C CAC_EXR 6400 E Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 1 09/16/2019 Design Pressure: +66/-56' Other: Installation Instructions FL17996__Rj_II_ELIX0056 Rev -A STORM DOORss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pai Evaluation Reports https://w m.floddabuiiding.orgfprlpr app dtl.aspXtparam=wGEVXQMDquTluhTgK2%2bd3R%2b%2bN%2f8gOsgRCIoMU%2bfRDgsg3ZdGjXlw%3d%3d 3/7 2/10/2018 Flonda Budding Code Online FL17996 Rl AE PER_1954 Rev'e Created by Independent Third Par i 17996.8 Series 7500 Oval Series 7500 Non -Impact Inswing \ w/Adjustable Threshold Limits of Use �No Certification Agency Certificate Approved for use in HVHZ: FL17996 Ri C_CAC EXR 7500 O E330 plus5.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +34/-50 09/17/2019 Other: Installation Instructions FL17996 R1 11 ELIX0055 Rev -A WITH ADJUSTABLE THRFESHOLD_ Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 RI AE PER 1955_Revi Created by Independent Third Par i 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: Approved for use outside No HVHZ: Yes FL17996 RI C CAC EXR 7500 0 Quality Assurance Contract Exl Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996_R1_II ELIX0060 Rev -A OVAL WITH STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 RI AE PER_1955_Rev Created by Independent Third Par 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 Approved for use outside IiVHZ: Yes FL17996_Rl C CAC EXR 8400 E Quality Assurance Contract Exl Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R1 II EUX0057 Rev -A WITH STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996_R1 AE PER 1954 Reye Created by Independent Third Par 17996.11 Series 9000 Series 9000 Non -Impact Inswing \ w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17996 Ri_C CAC EXR 9000 5 Quality Assurance Contract Exl Impact Resistant: No 09/16/2019 Design Pressure: +50/-50, Installation Instructions Other: FL17996 R1 II ELIX0058 Rev -A STORM DOOR ss.gdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports 47 2/10/2018 7 1 Florida Building Code Online FL17996 Rl AE PER 1�54 Rev2 Created by Independent Third Pat i 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 R1 C CAC EXR 9400 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 ELIX0059 Rev -A COTTAGE W. STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 1954_ ev- Created by Independent Third Pat i 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ- Approved for use outside No HVHZ: Yes FL17996 Rl C CAC EXR AFIF7N Quality Assurance Contract Exl Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 R1 1 EUX0040 AFIM Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 _Ri_AE_ ER_R_ 52 Rev" Created by Independent Third Pat i 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS Fib Limits of Use Certification Agency Certificate Approved for use in HVH71: Approved for use outside No HVHZ: Yes FL17996 R1 C CRC_EXR AFOF7P Quality Assurance. Contract Exi Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions, Other: FL17996 Ri_II ELIX0042 AFOF7 Verified By: Robert 3. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 1952 Rev" Created by Independent Third Pat i 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Stec Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Approved for use outside No HVHZ: Yes LF 17996R]_g CAC_EXR AVIF7N Quality Assurance Contract Exl Impact Resistant: No I 04/05/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996_Rl_LI_ELIX0047 AVIM Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996R1 RE PER 1953 ey"e Created by Independent Third Pat i 17996.16 Series AVOF7N Series AVOF7N Non -Impact OS Sty Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17996 R C CAC EXR AVOF71 Quality Assurance Contract Exi https://www.floddabuilding.org/pr/pr app dtl.aspx?param=wGEVXCkwtDquTluhTgK2%2bd3R%2b%2bN%2f8lOs9RCIoMU%2bfRDgsg3ZdGjXtw%3d%3d 5f7 2/10/2018 J Florida Building Code Online Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Installation Instructions Other: FL179 6 RiR ELIX0048 AVOF7 Verified By: Robert ]. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 1953 Rev2 Created by Independent Third Pat i 17996.17 Ser19's BFIF7N Series BFIF7N Non -Impact IS Fibe Limits of Use �No, Certification Agency Certificate Approved for use in HVHZ: FL17996 Rl 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: FL17996R_ ELIX0040 AFIF7P Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports LF 17996 Rj AE PER 1952_ ev Created by Independent Third Pat i 17996.18 Series BFIF7S Series BFIF7S Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ) Approved for use outside No HVHZ: Yes FL17996 RI C CAC EXR BFIF7S Quality Assurance Contract Exi Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996_R1_11_ELIX0046 BFIM7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports Ll 6R3.AE_ PER _1952_9—ey2 Created by Independent Third Pat 17996.19 Se r es BFOF7N Series BFOF7N Non -Impact OS Fib Limits of Use Certification Agency Certificate Approved for use in HVH7: Approved for use outside No HVHZ: Yes FL17996 Ri C CAC EXR BFOF7r Quality Assurance Contract Exi Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other: FL17996 Rl II ELIX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE_PER _1952_Rey � Created by Independent Third Pat i 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 Approved for use outside HVHZ: Yes FL17996 Rl C_CAC_EXR BVI63S Quality Assurance Contract Exi Impact Resistant: No I 12/17/2021 Design Pressure: +65/-65 Installation Instructions Other: FL17996 Ri II ELIX0061 BVI63! Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 2244 Rey2 Created by Independent Third Pat 6/7 2/10/2018 i Florida Building Code Online Go to Page Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyl(ght 2007-2013 State of Florida.:: EElyacVatgtement :: Accessibility Sl Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -re mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 455.275(1), Florida Statutes, effectivel 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. I• address, please provide the Departmerit with an email address which can be made available to the public. To determine if you ar please click here . Product Approval Accepts: 1-1 7 ® eCFsck 94 Credit Card Safe hftps:lw m.floddabuilding.org/pr/pr_app_d0.aspx?param=wGEVXQMDquTluhTgK2%2bd3R%2b%2bN%2f8lOs9RCIoMU%2bfRDgsg3ZdGjXtw%3d%3d 717 ELIXIR DOOR MODEL 407 NON-Il1 VINYL LAMINATF GENERAL NOTES: I. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5. IN AREAS WHEREWNDBORNE DEBRIS PROTECTION TOCOMPLYWIH THE CURRENTEDITION OF THE RECINREMENTS EXIST. USE OFAN IMPACT PROTECTIVE FLORIDA BUILDING CODE(FSC) EXCLUDING HIGH SYSTEM COMPLYING WITH THE FED REQUIREMENTS FOR VELOCITY HURRICANE ZONE AND THE DESIGN WINDBORNEDEBRI9 REGIONS IS MANDATORY FOR THE PRESSURES) STATED HERON. PRODUCT HEREIN. 1e. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6. FRAME MATERIAL: ALUMINUM ALLOY6063-76 UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL PATERIAL•.09 h0L VINYL LAMINATED LABORATORIES, INC. 64177E AND ASSOCIATED GALVANIZED STEEL016- SKIN WI URETHANE FOAM CORE LABORATORY STAMPED DRAWINGS. T. DESIGNATIONS W STAND FOR THE FOU-OWMG: 2.ADEQUACYOFTHE EXISTING STRUCTURAL 2X FRAMING X: OPERABLE PANEL OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING 0: FIXED PANEL SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE S. HARDWARE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A HALFHUGES:(4)6063.TGEXTRUDEDALUPAINLI" OR ARCHITECT OF RECORD. S. LATCH LOCK: KEYED C. DEAD BOLT: SINGLE CYLINDER ). IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 9. SEE SHEETI FOR DESIGN PRESSURE CHART. STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4. THE INSTALLATION DETAILS DESCRIBED HERON ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REOUIREIVENTS DETAILED HERON. A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. DESIGN PRESSURE RATING (PSF) IMPACT RATING Y/HERE WATER INFILTRATION VMERE WATER INFILTRATION REQUIREMENTIS NEEDED REOUIREMENTIS NOT NEEDED NONE •• -40.0l-0S.0 -UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES 2 ELEVATION. ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS METAL CO. 'ACT OUTSWING STEEL DOOR (1) INSTALLATIONANCHOR IS REQUIRED ATEACH 5, MOILIUM EMBEDMENT AND EDGE DISTANCE EXCLUDE NOR LOCATION. VIALL FINISHES. INCLUDING ELITNOT LINMI)TO STUCCO. FOAM, BRICK VENEER ANDSIDING. INSTALLATION ANCHORS AT THE SPACINGS SHOWN THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6. INSTALIATIONANCHORS SHALL BE INSTALLED IN :NGSTO BE USED FOR PRODUCT INSTALLATION. ACWRDANCEWTTH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL IASREQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATESYATH STRENGTHS LESS 1 LOAD BEAWNGSHIM(S} MAXOAUMALLOWASLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE I SIZE OF 114 INCH, SHIM WHERE SPACE OF NIS INCH 'ANCHOR SCHEDULE'THIS SHEET. TREATER OCCURS. SHIM(S) SHALL Be CONSTRUCTED IGH DENSITY PLASTIC OR BETTER. 7, INSTALLATION ANCHORS AND ASSOCIATED HARDVlARE MUST BE MADE OF CORROSION RESISTANT MATERIAL HORSFOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. MINIMUM MEL FRAMING SHALL BE AS SHOWN IN ANCHOR SCHEDULE DOORmANE MANUFACTURER QABEDfi1ENT EDGE ANCHOR CAPACTDFS SUBSTRATE TYPE TYPE SINE AN IN DISTANCE 13AS®ON SPECEICATI (Do(Om SHEET MIN.3 EL A NE B18.6.4 MN.33 KSI YIELD TUB14EGA FLY (Z-BAR) PAN HEAD NO.8 RAPPING SCREW] PASTINS DE 3)8' STRNECTH MN. SURFACE OF THICKNESS SUBSTRATE anst B1as.1 2X WOOD SCREW) WOOD N4TH AMNIMIh1 FRAMING RN RN (L-BAR) PAN HEAD NO. a OR 1' 10 SPECIFIC GRAVITY OF ASNE B18.6A 0.42. (TAPPING SCREW/ NOTES. 11 FON WOW OR TAPRNC3 SQ71'ANS R SRffTNO G A WWIN. NORLL 0.087 PLOT MOLE(DIMl 5�35). 21 E]GEDISTANCE MEASURED FROM EIHEI SIDE OFAN HORTO EDGE OFSLSSTRATE I E Robert U. Amomso. P.E. FL P.E. No. 49752 ♦B se,.�s�$'a DigIMOy signed by Roberti Am— D IL —Robert 1. Amowo. o, Ou-PTC Product Design Group. email-mbertGptc gior n. rUS Date: 201S.OSOS 09:4936.04W 3511/16' MAX OA FRAME WIDTH ;r 34 3/4' MAX. DOOR PANEL 10' MAX. 2 WIDTH (TYP.) k B 0 3- MAX PC. (T'P.)� I+— � 3'MAX (TYP.) N 4 4 4- MAX J N ro c (TYP.) 4 4WMAX z o$ n G X LOCK ASSEMBLY (REGULAR DRNE-IN) If P) M0 W 3 H = H 79314' 78314' 4 4 I�LOCATED MAX CA. MAX- E 0-7 BOTTOM APPROX. 38'ABOVE OF DOOR LEAF AND THE DEAD p o-1 r,7 O� FRAME DOOR 4 4 BOLT ASSEMBLY APPROX. 42' ABOVE X q v e HEIGHT PANEL HEIGHT BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET O �y "O m a E c ti C a W l w 11 sol 8: 38'42'34* MAX �+ rrr/�A� Z <J A g J� HALF HINGES W/ 08 X 314' SCREWS SILL ANCHOR SPACING o o> t A C (TMP') SAME AS HEAD SPACING 3 3 ANCHOR LAYOUT W Phi, EXTERIOR VIEW y $ ELEVATION EXTERIOR VIEW ANCHORING NOTES: Robert J. Amoroso, P.E. ! I ( 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. q8 TAPPING SCREW. ANCHOR SPACING VARIES, BUT NOT TO EXCEED FL P.E. No. 49752 • 88 X 211T WOOD SCR I \ MUST BE OF 10'MAXIMUM O.C. Digitallysigned #0 x 1M' I SCREW I r _ SUFF PEN CIENT LENGTH TO (3) THREADS 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL by Robert 1. SCREWS I I MINI UM BEYOND STEEL IS7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED IO• MAXIMUM O.C. ,.,.,,, Amoroso DN;a Roberti • I TUB 1 I Fdi4-�.'��y ;� u�, Amonuo,0. ENTRY DOOR STRIKE ENTRY DOOR .%a Design Gmup, �."`„``�.''{ emmf--robeKa[ DETAIL n-aw swuseMnmuTx STRIKE DETAIL t mazmm�rsas Tanis Date 2015.0& Date 2015.08.01 095006-"W I'MIN. EMBEDME( 2X WOOD FRAME (BY OTHERS) �EAL NTTAPETOBACK— SIDE OF MOUNTING FIN EXTERIOR INSTALLATION ANCHOR INTERIOR B VERTICAL SECTION WOOD FRAME SUBSTRATE EXTERIOR INTERIOR �1/4' MAX SHIM SEALANT TAPE TO BACK SIDE OF MOUNTING FIN 12' MIN. 2X WOOD FRAME T#8 EDGE DIST. (BY OTHERS)1'MIN.EMBEDMENT—�j WOOD SCREW INSTALLATION ANCHOR A VERTICAL SECTION WOOD FRAME SUBSTRATE THREE (3) THREADS.( MIN. PENETRATION I G SCREW M ON ANCHOR < + ;EALANT TAPE TO BACK3J8' MIN. 2 SIDE OF MOUNTING FINEDGE GIST. OUBING IN. SQUARE r (BY S)oc EXTERIOROR 58 w ro O = V no �r a6 6r r < Z VERTICAL SECTION 'd a w 8 D 3YEELTUBINOSUBSTRATE ON o W Zr Oi goa O y EXTERIOR INTERIOR 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) Robert J. Amoroso, P.E. I FL P.E. No. 49752 318' MIN. Digitally signed SEALANT TAPE TO BACK EDGE DIST, EyPobertJ. SIDE OF MOUNTING :IN p8 TAPPING SCREW �� Amonuo ,,<s.•y.�. DN:cn=llobett J. o, THREE (3)THREAD INSTALLATION ANCHOR t• . SS..6Amoroso, oDisignc MIN. PENETRATIONJ G..p, 'tvaa„Y VERTICAL SECTION `ma0-mWrt@ps cmPw5.080 C SUBSTRATE Daso..18 $.gw SIEEL'JUBING o9so.IB�ongv �t � 0 C 114'MAX SHIM 11F MIN. EDGE DIST. 1/4'MAX SHIM 117 MIN. EDGE DIST. o N V 2X WOOD FRAME (BY OTHERS) 2X WOOD FRAME (BY OTHERS) + Bk'9 NB WOOD SCREW INSTALLATION ANCHOR INTERIOR WOOD SCREW INTERIOR INSTALLATION ANCHOR � � Q 08 % 3/4' SMS 1'MIN. �� EMBEDMENT SEALANT TAPE TO BACK EXTERIOR SIDE OF MOUNTING FIN F HORIZONTAL SECTION WOOU FRMtE SUtlSTRATE 1' MIN. EMBEDMENT EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN~ �\ / +c 1 HORIZONTAL DSF.ICTION L) Qi E— M w n 14 ow. w O 0 Wy 00 0 U G ZZ yoW jow a O O 7S I ZH O z� o+ c p Yyv IC6 �. sG 1trp�@C w :'7 0s tra,4 14 GA MIN. SQUARE STEEL TUBING (BY 318' MIN. EDGE DIST. OTHERS) 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) 31B' MIN. EDGE DIST. W EE 3� INTERIOR INTERIOR 08 TAPPING SCREW INSTALLATION ANCHOR M8 TAPPING SCREW 1J8 %3/4' SMS INSTALLATION ANCHOR THREE(3) THREADr x\�\\\.9(� 'I�.:9I ••, 'L^• THREE (3) THREAD MIN. PENETRATION MIN. PENETRATION Robert J. Atrromso, P.E. SEALANT TAPE TO BACK EXTERIOR SIDE OF MOUNTING FIN EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN�ri FL P.E. Na 49752 HURIZONTAL SEC7'IUN C' 5TGELIUBIN0 SU851R\rfE HORIZONTAL SECTION S17 EL'IUBING SUtlSIHA'Iti QD o�B , + D91nllysllinedbyRobert.l DIL—o Ott rn.AobM J.Amorusaa oo=",: ProductDeslge Group, mail=robedBptcKorp.com cd15 I Date 2015.08tr5 09Str29-04'OP