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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORS2/10/2018 Florida Building Code Online S NNj BY a a® o 6oam 9a® ®t 'St Lucia County BCIS Home I Log In I User Registration I Hot a f=t Y5�t , ,Product Approval USER: Public User dbpr i Product Approval Menu > Product or Application Se • FL # Application Type Code Version I Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance ReI Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By ' ` . Submit Surcharge I Stats & Facts I Publications 1 FBC Staff j > Application List > Application Detail FL17996-R1 Affirmation 2017 Approved Referenced Standard and Ye,'ar (of Standard) 0 Elixir Door and Metal Company 1215 Pope Drive Douglas, GA 31533 (912)493-2215 ryarberry@elixirdmc.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 SF"nd[L FZ I C -- PY ASTM E330 117 ' s 2/10/2018 Florida Building Code Online Equivalence of Product Standards Certified By 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 C' Yes ` ) No J N/A FL17996_R_COC Affirmation_FL179S 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 IL _I 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 I FL17996_RI_C= 6_q_EXR 202-20 p pdf Yes Approved for use outside HVHZ:uS5 Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996_R1_II ELIX0034 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports L1F 7996_R1_A_ ER_R_1642_ ev3 Created by Independent Third Pat i 17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door w/ Limits of Use i Certification Agency Certificate Approved for use in HVHZ: No F L17996_Ri_C CAC_EXR 230 WS p uS5 pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions L1F 7996_R1 II_FLIX0033 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports LF 17996_Rl AE_ Ep�$_1642_Rev_ Created by Independent Third Pat i 17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular I Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside H%i,,HZ: Yes FL17996_R1_C_CAC_EXR 402-14 Quality Assurance Contract Exi Oh 2/10/2018 Florida Building Code Online Impact Resistant: No 09/14/2020 Design Pressure: +40/-40 Installation Instructions Other: FL17996_RI_II_ELIX0050 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports LF 17996_R1_AE PER 1951 Rev Created by Independent Third Pat 17996.4 Series 402-20S Vinyl Steel Out -swinging Regular I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No LF 17996_Rl C_CAC _EXR 402-20 Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996_RI_H ELIX0051 REV -A Verified By: Robert 3. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R 6_EER 1951_ ev Created by Independent Third Pat 17996.5 Series 407 I Vinyl Steel Out -swinging Regular I Use Certification Agency Certificate Approved for use in HVHZ: No J41s FL17996_RI_C_CAC EXR 407 E3 Quality Assurance Contract Exi Approved for use outside HVHZ: Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996_Ri_II_ELIX0052 REV -A Verified By: Robert 3. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996._e€EL19SI Rev Created by Independent Third Pat 17996.6 Series 43 W9 Vinyl Steel Out -swinging Regular I 3-0") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_R_C CAC_EXR 430-WS Quality Assurance Contract Exi Approved for use outside HVH : Yes Impact Resistant: No 09/14/2020 Design Pressure: +33/-40 Installation Instructions Other: FL17996_R]_1_ELIX0053 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports L1F 7996_R1_AF_PfR_1951_ ev1 Created by Independent Third Pat i 17996.7 Series 6400 W9 Cottage Series 6400-W9 Non -Impact Inswi w/Storm Door Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL17996_Ri 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: FL17996R_II_EUX0056 Rev -A STORM DOOR_ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pai Evaluation Reports https://w m.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquTluhTgK2°/,2bd3R°/,2b%2bN%2f8fiOs9RCIoMU%2bfRDgsg3ZdG]Xhv%3d%3d 3f7 2/10/2018 Florida Buildings Code Online FL17996_Ri_ \�E_EER_1954 Rev2 Created by Independent Third Pat I i 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_ 11_C_CAC_EXR 7500 0 E330 p us5 pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +34/-50 09/17/2019 Other: Installation Instructions FL179 6_ Ri_I_ELIX0055 Rev -A WITH ADJUSTABLE THRFESHOLD_ Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_ 1 AE_PER ,1�55_ ev- Created by Independent Third Pat i 17996.9 Series 7500 Series 7500 Non -Impact Inswing \ Oval w/Storm Door and PVC Jambs Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17 6_R1_C_CAC_EXR 7500 0 Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996_R]_1I_EUX0060 Rev -A OVAL WITH STORM DOOR_Es,Rdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17 6_R3 AE_955_ ev 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 1FL 7996_Bj C_CAC _EXR 8400 E Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17 6At1_EUX0057 Rev -A WITH STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports L17 6_B3_4&E_QER 1954_Rev 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_Ri_C= CAC EXR 9000 5 Quality Assurance Contract Exl Approved for use outside HV Z: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996_R3 IL_ELIX0058 Rev -A STORM DOOR ss.pd� Verified By: Robert J. Amoruso, P Created by Independent Third Pai Evaluation Reports 417 2/10/2018 Florida Building Code Online LF 17996R1_QE_PER 1954_Rev2 Created by Independent Third Par 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_R] 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 El II ELIX0059 Rev -A COTTAGE W. STORM DOOR ss.pdf Verified By: Robert 1. Amoruso, P Created by Independent Third Pat Evaluation Reports Lim 7996_] M_ffR_LqS4_f3e,L Created by Independent Third Par I 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R 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 R II_ELIX0040 AFIM Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_ M_EEIL1�95?,_Rev" Created by Independent Third Par I 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS Fib Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 _R _C_CAC_EXR AFOF7P Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 _R1__ELIX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 _&i, AE_I'ER_Rev Created by Independent Third Par I 17996.15 Series A�IFM Series AVIF7N Non -Impact IS Stec Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL17996_R _C=gC EXR AV M Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 04/05/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996 R]_II ELIX0047 AVIF7P Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R1 6E_EM 1953_ ev- Created by Independent Third Pat I 17996.16 Series � VOFM Series AV0F7N Non -Impact OS Sb Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17996_E1_C_CAC EXR AVOF71 Quality Assurance Contract Exi 517 2(1012018 Flodda Building Code Online Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Installation Instructions Other: FL17996�_11_ELIX0048 AVOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports L17 96_&1 AE_FER_11953_ ev- Created by Independent Third Par i 17996.17 Series BFIF7N I Series BFIF7N Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_R C CAC EXR BFIF7N Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: L1F 7996_& _U_ELIX0040 AFIM Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996A1 AE_MR 1952 Rev - 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: No FL17996A]_C_CAC EXR BFIF7S Quality Assurance Contract Exi Approved for use outside HVHZ: es Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996_Rl_II_ELIX0046 BFIF7� Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_61_9F_EER1252ev Created by Independent Third Pat i 17996.19 Series BF6F7N Series BFOF7N Non -Impact OS Fib Limits of Use Certification Agency Certificate Approved for use in HVHZ: No L1F 7996_U C CAC EXR BF0F7P Quality Assurance Contract Exl Approved for use outside HVH : Yes Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other: L1F 7996R1_1_ELIX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_@1_ LM-1952 Rev - Created by Independent Third Pat i 17996.20 Series VI63S Series BVI63S Non -Impact Single i Insert and Outswing Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: N LF 17996_R] C CAC_FXR BVI635 Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 12/17/2021 Design Pressure: +65/-65 Installation Instructions Other: L1F 7996_ 11_II_ELIX0061 BVI63; Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports LF 17996 R A_IER 2244 ev2 Created by Independent Third Pat W u1oiz01a Florida Buildinu Code Online Go to Page _T I 0 Back Next :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CopyLI ht 2007-2013 State of Florida.:: yacy Statement :: 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 mail to this entity. Instead, contact the office b� 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 emalls provided may be used for official coFnmunlcation with the licensee. However email addresses are public record. I• 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: Credit Card Safe tld ELIXIR DOOR & METAL CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR GENERAL NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH VELOCITY HURRICANE ZONE AND THE DESIGN PRESSURE(S) STATED HEREIN. TION 5. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE PRODUCT HEREIN. 1e. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6. FRAME MATERIAL: ALUMINUM ALLOY 6063-T6 UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED LABORATORIES, INC. 944278 AND ASSOCIATED GALVANIZED STEEL015' SKIN W/ URETHANE FOAM CORE LABORATORY STAMPED DRAWINGS. 7. DESIGNATIONS •X• STAND FOR THE FOLLOWING: 2. ADEQUACY OF THE 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 APPLIEDPRODUCTLOADSTO_THE 8. HARDWARE: FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A —HALF -HINGES_() 6063-T6 EXTRUDED ALUMINUM OR ARCHITECT OF RECORD. B. LATCH LOCK: KEYED C. DEAD BOLT: SINGLE CYLINDER 3. 1X 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 HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. DESIGN PRESSURE RATING (PSF) IMPACT RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED NONE •• -40.0 / 45.0 —UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS 'L j RTC INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION. 2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM SPACINGS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE OF 1141NCH. SHIM WHERE SPACE OF 11161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR 14GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE' THIS SHEET. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE 'ANCHOR SCHEDULE' THIS SHEET. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. ANCHORSCHEDULE SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER AND/OR EMBEDMENT EDGE DISTANCE ANCHORCAPACITIES TYPE SPECIFICATION (INS 111 (IN) BASED ON SHEET MN. 3 NIETAL/STUBING 4EEL ASNE B18'8'4 THRPAST MN. 33 KSI YIELD GA FIN (Z-BAR) PAN HEAD NO. B (fAPPINGSCREW) INSIDE 3J8" STRNEGTH MN SURFACE OF THICKNESS SUBSTRATE ANSI B18.6.1 (WOOD SCREW) MOOD WITH AMNIMJM 2XVhOOD FIN (Z-BAR) PAN HEAD NO. 8 OR V. 10 SPECIFIC GRAVITY OF FRAMNG ASNE B18.6A OA2. (TAPPING SCREW) NOTES: 1) FOR WOOD OR TAPPING SCREWS IF SFLRTPIG IS A CONCERN, DRILL 0.082• PILOT HOLE(DRILL SIZE45). 2) EDGE DISTA NCE MEASURED FROM EITHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE O U 1.4 z Z [— e7 N O W �)C3 00 09 UW 4� o N a Pq ZW O Z� N-r 0 O Robert J. Amoruso, P.E. FL P.E. No. 49752 `w6 1 e�oc' 'yFy`:•4off _ Digitally signed by Robert J. Amoruso ON: cn=Robert J. Amoruso, o, ou=PTC-Product Design Group, emall=robert@ptc-corpcom, c=—US Date: 2015.08.05 09:4956.04'00' 35 11/16" MAX. CA FRAME WIDTH w 34 314" MAX. aE DOORWIDTH EL l0" MAX. N ° O.C. (TYP.) c B D 3" MAX. (TYP. 3" MAX. (TYP.) w 3 3 H H 4 4 4" MAX. (TYP.) N a O F F 04 w N Z n O } 4 4 G G LOCK ASSEMBLY (REGULAR DRIVE-IN) 10" MAX_ 3O soy` g 79 3!4" 78 3/4" 4 X 4 IS LOCATED APPROX. 38" ABOVE O.C. (TYP.) w 5103 MAX. O_A_ MAX. E O E BOTTOM OF DOOR LEAF AND THE DEAD DOO w m O J ui FRAME DOOR 4 4 BOLT ASSEMBLY APPROX. 42"ABOVE X S �F o F ¢ HEIGHT PANEL BOTTOM OF DOOR LEAF. SEE STRIKE A C9 am m Z HEIGHT DETAILS THIS SHEETP. zoo & 38°42" 34" MAX. Z � ¢ $ a S 4' MAX. (TYP.) O 0 0 o Q Aga HALF HINGES W/ OFJ o— 1 `a #8 X 3!4" SCREWS SILL ANCHOR SPACING 2g (TYP•) SAME AS HEAD SPACING 3 3 ANCHOR LAYOUT a 4Bel ELEVATION EXTERIOR VIEW W 3 EXTERIOR VIEW L#8x2112"WOOD Y #8 x 1/2" � SCREW SCREWS ENTRY DOOR STRIKE DETAIL WOOD FRAMF. SUBSTMIFF. 1 #8 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE(3)THREADS n MINIMUM BEYOND STEEL 171 TUBE. ENTRY DOOR STRIKE DETAIL STEEL TUBING SUBSTRATE ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN 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. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J. Amoruso DN:cn=RahertJ. 9� G¢NgE 'to n S :_Amoruso,o, ou=PTC Product Design Group, °° ��, ��NO email=rohert@p c-corp.com, c=U Date: 2015.08.05 0950:06 -"00' 1" MIN. EMBEDMEI 2X WOOD FRAME (BY OTHERS) SEALANT TAPE TO BACK— SIDE OF MOUNTING FIN EXTERIOR #8 WOOD SCREW INSTALLATION ANCHOR 1/2" MIN. EDGE DIST. 1/4" MAX SHIM INTERIOR B VERTICAL SECTION WOOD FRAME SUBSTRATE EXTERIOR INTERIOR 1/4" MAX SHIMI t SEALANT TAPE TO BACK SIDE OF MOUNTING FIN 1/2" MIN. 2X WOOD FRAME EDGE DIST. (BY OTHERS) 1" MIN. EMBEDMENT #8 WOOD SCREW INSTALLATION ANCHOR A VERTICAL SECTION WOOD FRAME SUBSTRATE N L 0 THREE(3)THREAD o z MIN. PENETRATION E #8 TAPPING SCREW INSTALLATION ANCHOR a � r SEALANT TAPE TO BACK 3/8" MIN. Q 6SIDE OF MOUNTING FIN EDGE DIST. w a 14 GA. MIN. SQUARE STEEL TUBING (BY ! C OTHERS) c Nth Z 00 la EXTERIOR INTERIOR E- 0 Now W 'a jOLD 6JU V a s Q� Cn VERTICAL SECTION w o I.,.n D STEEL TUBING SUBSTRATE a� I DO 0Z .°� Z O ~ c, 0 F7 J of Q 0Z EXTERIOR INTERIOR 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) 1 1 Robert J. Amoruso, P.E. FL P.E. No. 49752 3/8" MIN. Digitally signed SEALANT TAPE TO BACK EDGE DIST. by RobertJ. SIDE OF MOUNTING FIN Amon'so #8 TAPPING SCREW atQ}�:iEaso9,' DN:rn=RobertJ. Amoroso, o, THREE (3) THREAD INSTALLATION ANCHOR f ou=PTC Product A MIN. PENETRATION a Design Group, FssoNa N `` email=robert@pt VERTICAL SECTION C Date:20om,c=us ate:15.08.05 STEEL TUBING SUBSTRATE OYS0:18 -04'00' 1/4" MAX SHIM 1/2" MIN. EDGE DIST. 2X WOOD FRAME (BY OTHERS) #8 WOOD SCREW INSTALLATION ANCHOR 1" MIN. r — EMBEDMENT SEALANT TAPE TO BACK SIDE OF MOUNTING FIN E 3/8" MIN. EDGE DIST #8 TAPPING SCREW \ INSTALLATION ANCHOR THREE (3) THREAD MIN. PENETRATION SEALANT TAPE TO BACK SIDE OF MOUNTING FIN- M ills 1/4" MAX SHIM o o = 11T MIN. EDGE DIST. I '� a� w ZX WOOD FRAME a (BY OTHERS) � 26 a 0 8 WOOD SCREW a INTERIOR INTERIOR INSTALLATION ANCHOR #8 X 3l4" SMS ' V N a 1°MIN. RHINO IMIMI-11EMBEDMENT N C o 0 s J w o - U' z o Nc�w of w H W 00 �-0003 EXTERIOR EXTERIOR SEALANT TAPE TO BACK W Or SIDE OF MOUNTING FIN Fww X:V! A W p aN o_ (n K'.0 �~ Z a aW Iwol o 0 a' a z! OZO SECTION O J (DRHORIZONTAL WOOD FRAME SUBSTRATE O - o�v aes Q o A ,>-LLJ wz> \ y W 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) HORIZONTAL SECTION STEEL TUBING SUBSTRATE 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) 3/8° MIN. EDGE DIST. W W `g- INTERIOR INTERIOR #8 TAPPING SCREW #8 X 3/4" SMS INSTALLATION ANCHOR THREE(3)THREAD MIN. PENETRATION Robert J. Amoroso, P.E. \SEALANT EXTERIOR EXTERIOR FL P.E. No. 49752 TAPE TO K SIDE OF N MOUNTING F "•••°OVA �E:."`• HORIZONTAL SECTION H STEEL TUBING SUBSTRATE Digitally signed by RobertJ. Amoroso DN: cn=Robert J. Amoroso, o, ou=PTCProduct Design Group. email=robert@ptc-corp.com, c=US Date, 2015.D8.05 095029-04'00'