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Home My WebLink AboutPRODUCT APPROVAL - SWINGING EXTERIO0R DOOR2/10/20181 Florida Building Code Online Id oo, '41, E . BCIS Home i Log In I User Registration I Hot Topics 1 Submit Surcharge 1 Stats & Facts ; Publications 1 FBC Staff Florida ,Product Approval USER: Public User Product Approval Menu > Product or Application Search > Apolication List > Application Detail a p FL # FL17996-R1��` Application Type Affirmation® Code Version 2017 Application Status Approved Comments Archived L l Product Manufacturer Elixir Door and Metal Company Address/Phone/Email 1215 Pope Drive Douglas, GA 31533 (912)493-2215 ryarberry@elixirdmc.com Authorized Signature Randall Yarberry ryarberry@elixirdmc.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood, FL 32752 (321)690-1788 info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Validated By American Architectural Manufacturers Referenced Standard and Year (of Standard) Standard ASTM E330 httpsJ/www.floddabuilding.org/pr/pr app dU.aspX?param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d 117 2/10/2018 Florida Building Code Online Equivalence of Product Standards Certified By Q I affirm that there are no changes I Code which affect my product(s) and r compliance with the new Florida Build! Documentation from approved Evaluation or Validation Entity O Yes 0 No 0 N/A FL17996 R1 COC Affirmation F1-179S 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 I to 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_CRC_EXR 202-20 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 FL17996_R]_�I_ELIX0034 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL179 6 R1 AE_PER 1642_ ev' 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 Rl C CAC EXR 230 WS plu95.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 RI 11 EUX0033 Rev A Verified By: Robert ]. Amoruso, P Created by Independent Third Pat Evaluation Reports LF 17996J RE_PM_ 1642_Rgy� 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 Rl C CAC_EXR 402-14 Quality Assurance Contract Exl Approved for use outside HVHZ: Yes hfps://www.floridabuilding.org/prlpr app dtl.aspx7param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8oOs9RCIoMU%2bfRDgsg3ZdGjXIw%3d%3d 217 I 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 Par Evaluation Reports iFL 7996_R1 AE_M 1951_ ev Created by Independent Third Par 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_R]_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 R] II ELIX0051 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 Rl_AE_PER_195_Rev Created by Independent Third Pat 17996.5 Series 407 Vinyl Steel Out -swinging Regular I Limits o se Certification Agency Certificate owed for use in HVHZ: No FL17996 R3_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: LF 17996_R�_II_EUX0052 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996R] A_eM_1,M Rev Created by Independent Third Pat 17996.6 Series 430 W9 Vinyl Steel Out -swinging Regular I 3'0") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC_EXR 430-WS Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +33/-40 Installation Instructions Other: FL17996 R 11 EUX0053 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1_AE PER 195 _Rev] 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 R_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 R II EUX0056 Rev -A STORM DOOR ss.pdf Verified By: Robert ]. Amoruso, P Created by Independent Third Pat Evaluation Reports W 2/10/2018 Florida Building Code Online 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 FL17996R1 C CAC EXR 7500 0 E330 Ip 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 FL17996_RI I_I ELIX0055 Rev -A WITH ADJUSTABLE THRFESHOLD_ Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996R_AE PER 1955_ eve 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_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_R3_II ELIX0060 Rev -A OVAL WITH STORM DOOR_ss.p�{ Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R1_AE PER 1�55_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 Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996R_II ELIX0057 Rev -A WITH STORM DOOR ss.pdf Verified By: Robert 3. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R1_AE_PER 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 R1 C CAC EXR 9000 5 Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996_RII ELIX0058 Rev -A STORM DOOR ss.pAf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports hfps:Uwww.floridabuilding.org/Pr/pr app dtl.aspx?param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8tOs9RCIoMU%2bfRDgsg3ZdGjXlw°/a3d%3d 4f7 i 2/10/2018 Florida Building Code Online 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 Rl C CAC EXR 9400 E Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R1_II ELIX0059 Rev -A COTTAGE W. STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R1 8_PER, �1954 Rev2 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 FL17996R 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: FL17996R_II_ELIX0040 AFIF7� Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 Ri AE_PER 1952_ ev" Created by Independent Third Par 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS Fit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Rl C CAC_EXR AFOF7f 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_I_I ELIX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 Rl AE_PER 1952_Rev2 Created by Independent Third Par 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Stec Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996R1 C CAC_EXR AVIF7N Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 04/05/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996 Ri_I_I_ELIX0047 AVIF7P Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R AE_PER 1953_ ev Created by Independent Third Par 17996.16 Series AV0F7N Series AV0F7N Non -Impact OS Sty 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 Exl httpsJlwww.floridabuilding.org/pr/pi app dU.aspx?param=wGEVXQwtDquTluhTgK2%2bd3R°/alb%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGjXtw%3d%3d 5R 2110/2018, Florida Building Code Online Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Installation Instructions Other: FL17996 Rl II EUX0048 AVOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 Ri 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 Rl 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: FL17996 Rl_II ELIX0040 AFIF7� 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 Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 R3_II_ELIX0046 BFIF7£ Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 Rj AE_PER 1952_ eey2 Created by Independent Third Pat 17996.19 Series BFOF7N Series BFOF7N Non -Impact OS Fit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1_C CAC EXR BFOF7r Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other: FL17996 RI 11 ELIX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996_R] _M_PE$_j_9_52_ ev- 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_&j II EUX0061 BVI63: Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1_AE PER_2244_Rev2 Created by Independent Third Pat https://www.floridabuilding.org/pNpr app_dtl.aspx7param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8tOs9RC1oMU%2bfRDgsg3ZdGjXlw%3d%3d 6f7 i 2/10/2018 Florida Building Code Online i Go to Page j Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibllity S' 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 mail. 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: Credit Card Safe hftps://www.floridabuilding.org/pr/pr app_d8.aspx?param=wGEVXQwtDquTluhTgK2°/a2bd3R%2b%2bN%2f8tOs9RCIoMU%2bfRDgsg3ZdGjXtw%3d%3d 7f7 1 ELIXIR DOOR & METAL CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR INSTALLATION ANCHORAGE DRAWING GENERAL NOTES: I. THE PRODUCT ANCHOjAGESHOWN HEREIN IS DESIGNED S.INARMWHMEWOIDBORNEDEBMPROTE0710N TO COMPLYWNH THE CURRENT EDITION OF THE REQUIREMENTS EXIST. USE OF AN IMPACT PROTECTIVE FLORIGASUILDING CODE (FSC)EXCLUOINGHIGH SYSTEM COMPLYING WITH THE FEC REQUIREMENTS FOR VELOCITY HURRI ZONE AND THE DESIGN WINDBORNEOEBRI9 REGIONS IS MANDATORY FOR THE PRESSURE(S) HEREIN. PRODUCTHEREIN. Ia. THE PROOUCTDETA CONTAINED HEREIN ARE BASED 6.FRAMEMATERINLALUMNUMALLOY606346 UPON SIGNEDANO SEALED TEST REPORT DILLIAS DOOR PANEL MATERIAL.09 MLVINVLLAMINATED LABORATORIES, INC. 044278 AND ASSOCIATED GALVANI2ED STEEL015' SKIN Wl URETHANE FORA CORE LABORATORY STAMPED DRAWINGS. ?.DESIGNATION W STAR FOR THE FOLLOWING 2. ADEQUACY OF THE TING STRUCTURAL 2X FRAMING X: OPERABLE PANEL OR STEEL FRAMING AS A MAW WIND FORCE RESISTING SYSTEM CAPABLE OF WEIMSTANDING AND O: FIXED PANEL TRANSFERRING APPLIED PRODUCT LOADS TO THE S. HARDVIARE: FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A HALF HINGES.(4)60B3-TOEXTRUDEDALLMWLIM ORARCHRECT OF RECORD. B. LATCHLOCK:KEYED C. DEAD BOLT: SINGLE CYLINDER 3. IX AND 2E DUCKS (NMEN USED) SHALL BE DESIGNED AND ANCHORED TO PROP ERLYTRANSEER ALL LOADS TO THE 9. SEE SHEETI FOR DESIGN PRESSURE CHART. STRUCTURE. BUCK DE SIGN AND INSTALLATION 19THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD. I 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITEIIF SITE CONDITIONS CAUSE INSTALLATION TO DENATE FROM THE REQUIREMENTS DETALED HEREIN, AL�CENSEO ENGINEER CR ARCHITECT SHALL PREPARE STEiSP.g DOCUMENTS FOR USE WITHTHISDOCULIEJ. DESIGN N PRESSURE RATING (PSF) IMPACT RATING WHERE WATER INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS HEEDED REQUIREMENT IS NOT NEEDED NONE .40A l-4S.0 "UNIT (MUST BE INSTALLED BENEATH AN APPROVED OVERHANG I TABLE OF CONTENT SHEET I DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS INSTALLATION NOTES• 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH S. MN0.WM EMBEDMENT AND EDGE DISTANCE EXCLUDE ANCHORLOCATON. WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK VENEER AND SIDING. 2 THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN ARETHE MINIMUM NUMBER OF ANCHORS ANOMMMUM 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN SPACINGSTO BE USED FOR PRODUCTINSTALLATION. ACCORDANCE WITH ANCHOR MAAT)FACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS WITH LOAD BEARING SHIM(S). MAXIMLIMALLOWABLE TNANTHEMNIMUMSTRENGTHSPECIFIEDINTHE SHIM SIZE OPI14INCK SHIM WHERE SPACE OF I/181NCH 'ANCHOR SCHEDULE' THIS SHEET. OR GREATER OCCURS. SHIM(5) SHALL Be CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 7. INSTALLATION ANCHORS AND ASSOCIATED HARDY/ARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 4. ANCHORS FOR INSTALLATION INTOWOOO FRAMING OR OR HAVE A CORROSION RESISTANT COATING. 14GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN •AICIHOR SCHEDULE' THIS SHEET. ANCHORSCHSDULE MANUFACTURER EDGE SUBSTRATE DOORRRALIE TYPE 412E ANaOR E7IBEDMINT DISTANCEBAS®ON ANDHORCAPACIiIES TYPE Sp (N)IPI iqm SHEET MN.3 METTUBNG1G �'� B18.8.4 NSIDE MN.33 KSI YIELD 14EGA FIN 2BPR) PAN HEAD NO.8 (TAPING SCREIIV) PAST IEL 3IB' STWJEGTFI MN. SURFACE OF THICKNESS SUBSTRATE ANSIBI8.8.1 2XIAOOD MOOD SCRAM VVOOD VRTTH AMNEWM FRAMING FN(Z-BAR) PAN HEAD NO.8 OR 1' 12' SPECIRCGRAVITYOF ASME 818.13A 0.42. (TAPPING SCR NOTES 1) PoR WOOD CRTAPRN3 SCIRBVS IFSRRPNG IS A CANfFI6V. DRLL 0.08T PILOT HOLE(DR ILL SE45). 2) EOGEDGTANCELTASURED FROM CRIER SIDEOFANOKORTO EDGEOF SUBSTRATE a -14 Z 0 O 0. RobedJ. Amoroso, P.E. FL P.E. No. 49752 usw,r, 1a�AE a.•se. Digiollysi9nedbyRobed). AmauLo O N: cn=Robw J. Amoroso, a ou=PTCPmdua Design Group. errWl=obeddptccoAs.c c=US Date: 201 MOS 09.4756 440D V 79 3/4' 78 314' WAX CA. MAXFRAM DOOR PANEL i 11/16' MAX. CA FRAME WIDTH 34 314' MAX. •DOORPANEL WIDTH f 0' MAX' O.C. (TYP.) B D 3' MAX. (TYP. I� )+---3- MAX (TYP.) 3 3 H 4 F 4' MAX (h'P.) 4 10' MAX LOCK ASSEMBLY (REGULAR DRIVE-IN) X 4 IS LOCATED APPROX. 38' ABOVE D.C.(TYP.) T BOTTOM OF DOOR LEAF AND THE DEAD O 1 q BOLT ASSEMBLY APPROX. 42' ABOVE X BOTTOM OF DOOR LEAF. SEE STRIKE O DETAILS THIS SHEET 42' 34' MAX (iYP.) 4 HALF HINGES W/ W8 X 3/4' SCREWB SILLANCHOR SPACING A C (TYP•) SAME AS HEAD SPACING 3 3 ELEVATION EXTERIOR VIEW I 7 1 98 x 212'WOOD pB x 1/2' I SCREW SCREWS ENTRY DOOR SHRIKE DbTAII. � wvu uwam,src I I 08 TAPPING SCREW. \ SCREW MUST BE OF SUFFICIENT LENGTH TO I PENETRATE (3) THREADS I MINIMUM BEYOND STEEL I ' TUBE ENTRY DOOR STRIKE DFTALL R[[LTewx .ST¢STxATE EXTERIOR VIEW ANCHORING NOTES: W Robert J. Am . P.E. 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT NOT TO EXCEED FL P.E. N. 49752 10' RVUOMUM O.C. DlgIL*slgned 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL byRobeAJ. IS 7. ANCHOR SPACING VARIES, BUT NOT TO enr' '., A-- EXCEED 10' MAXIMUM O.C. ., � Am rn=Robert: $ An1ONSO�O� !' ��// ou=PTC Praduc 1''eti 1=he*10s Cc rp.mm,al Da .2015MU 0950.06 _(wow 1 I I � s 1' MIN. EMBEDMENT 08 WOOD SCREW o INSTALLATION ANCHOR C 2X WOOP FRAME O (BY OTHERS) SEALANT TAPE TO BACK 1/2E IN.DIST. EDGE DIST. THREE(3)THREAD.�1 MIN. PEETRATION I pB TAPPING SCREW N SIDE OF MOUNTING FIN I INSTALLATION ANCHOR < �' SEALANT TAPE TO BACK 31B' MIN. EDGE GIST. R ry 310E OF MOUNTING FIN 1!4' MAX SHIM 9 0 EXTERIOR INTERIOR 14 GA MIN. SQUARE STEEL TUBING (BY N a OTHERS) O o o O O Z O EXTERIOR INTERIOR (� O OJ .1 VERTICAL SECTION WOOD FRAMESUBSTRATE D VERTICAL SECTION STEEL TUBING SUBSTRATE W G4 p C w 8Q L tC6 a' G. O .1 OZ 0 t / N ..1 zl fill 5c J �ryJ W 9 C EXTERIOR INTERIOR EXTERIOR palilffl INTERIOR MAX SHIM 14 MIN. SQUARE STEEL TUBING (BY [114' OTHERS) RObett AorP.E. SEALANT TAPE TO BACK .. N 497 FL P.E. No. a9752 SIDE OF MOUNT)NG FIN 12' MIN. 2X WOOD FRAME EDGE DIST. 318' MIN. Dlgitaiy signed (BYOTHERS) SEALANT TAPE TO BACK EDGE DIST. by gobertJ. SIDE OF MOUNTING FIN Amoroso ' ON:m=Robertl. I'MIN. EMBEDMENT 08 WOOD SCREW p8 TAPPING SCREW THREE (3) THREAD INSTALLATION ANCHOR INSTALLATION ANCHOR MIN. PENETRATION1Deslgn Group, A VERTICAL SECTION 1 e-roboaopt WOOD_,AESUBSTTL4TE VERTICALTUBING SECTION "m 1 C STEEL SULIS"I ILATB Datc201S.08AS 0950:18 -04W 1/4' MAX SHIM 72' MIN. EDGE DIST.- 1 2X WOOD FRAME (BY OTHERS) 1 98 WOOD SCREW ALLATION ANCHOR 1' MIN. = EMBEDMENT SEALANT TAPE TO BACK J SIDE OF MOUNTING FIN I� / E HORIZONTAL SECTION WOOD FRAh1EsuB8TBATE 1/4'MAXSHIM ^ o 12' MIN. EDGE DIST. In E 2X WOOD FRAME a� (BY OTHERS) Q �o 8 WOOD SCREW INTERIOR INTERIOR INSTALLATION ANCHOR < O SMS U O 1'MIN. O 0 O EMBEDMENT ,� Nix v E- o O Z SOW ova EXTERIOR EXTERIOR SEALANT TAPE TO BACK W Oo rc SIDE OF MOUNTING FIN r-�J w F Q y � "U W p �p Z W HORIZONTAL SECTION O N g z �. F wuuurn7�sueslxA'/> /O� cz) J 14 GA. MIN. SQUARE 318' MIN. EDGE DIST. STEEL TUBING (BY OTHERS) INTERIOR 98 TAPPING SCREW INSTALLATION ANCHOR THREE THREAD (3) MIN. PENETRATION SF I TAPE TO BACK EXTERIOR SIDE OF MOUNTING FIN I G HORIZONTAL SECTION TEETEE TUDIE i 14 GA. MIN. SQUARE6- STEELTUBING(BY OTHERS) 318' MIN. EDGE DIST. W _ e INTERIOR 18 TAPPING SCREW 08 X 3/4' SMS INSTALLATION ANCHOR THREE (3) THREAD MIN. PENETRATION Robert J. Amomw, P.E. EXTERIOR FL P.E. No. 49752 SEALANT TAPE TO BACK SIDE OF MOUNTING FIN HORIZONTAL SECTION STtiEL TUBING SU8S1'R ATE Dlgitanrslgnedb9Robert J. Amo— DIL,.-Robert J.Am mso. o, oo=PTCP,oduct Design Group. email=robert®ptc orP.com,r-U5 Date 201S.0&05 DM,29-04W