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Home My WebLink AboutProduct Approval; Swinging Exterior Door Assembliesa r } v €r C BCIS Home Log In User Registration Hot Topics Product Approval USER: Public User Submit Surcharge Slats & Facts Publications Contact Us i BCIS Site Map Links Sea Product !fig rt�,,,oval Menu. > Product. or Application Search > Application List Search Criteria Refine Seg Code Version 2020 FL# Application Type ALL Product Manufacturer 17996 Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ALL Search Results - Applications FL# Type W r____.�.___ I Manufacturer ..........._.................... _ FL1799L x. .__,... _ _._ Validated By __............._..._._......_...._.___....__....:_...._.___.......... _....... .___..._......... .... ...,_._................................. Statu Revision R2 { Elixir Door and Metal Company Category: Exterior Doors ..........�__............_.......... American Architectural Manufacturers _ .........5_ (Approves History ii Association Subcategory: Swinging Exterior Door (847) 303-5859 i Assemblies i Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. _._....... _ T " Contact Us :: 2601. Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an WEED employer. Copyright 2007.20.13 State of Florida :: Privacy Statement :: Acce� 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 -records 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 they have one. The email 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 are a licensee under Chapter 455, F.S., please click here Product App,,r�oyv�al Accepts: ER M Credit - St'Ci1T22�3'�i,@S a.11 1 r. Y of Series 230 W9 Steel Door ____............... _.._ ___............. .__.................. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.3/-25.3 Other: Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-56 Other: 17996.4 Series 402-20S Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-56 Other: 17996.5 _.. __ ....... ..... .-._..... . _........i. _ Model, Number or Name .... _...... . __......._......... 17996.1 i Series 202-20S Steel Door __.__ ... ................. _... ._.................... __.,._. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38.7/-32 Other: 17996.2 .................. i Description r___ __ .. ..... Series 202-20S Steel O.S. Door w/ Vertical Slider Window 'Certification Agency Certificate FL17996 R2 C CAC 19359 Elixir - 202-20S OS Door lba. ASTM Jan. 2021.pdf Quality Assurance Contract Expiration Date 07/11/2024 Installation Instructions FL17996R2 II ELIX0034 Rev B Model_202-20S ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1642 Rev4 sp pdf Created by Independent Third Party: Yes ._.................._......_....-._.._..............__..... _ ........._.__............... Series 230 W9 Steel O.S. Door w/ Cottage Window Certification Agency Certificate FL.17996 R2 C CAC 19346 Elixir,..- 230-W9 OS Door (lb), ASTM Jan. 2021 pdf Quality Assurance Contract Expiration Date 07/11/2024 Installation Instructions FLI.7996 R2 II ELIX0033 Rev B Model 230 W9 ss pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL1.7996 R2 AE PER 1642 Rev4 ss pdf Created by Independent Third Party: Yes _.. Vinyl Steel Out -Swinging Regular Door - 14" x 14" Window .................. __-...._......._ Certification Agency Certificate FL17996 Rz C CAC 19319 Elixir - 402-1�1 C7S Door (1U)• j AS]'M Jan. 202�1.pdf- t Quality Assurance Contract Expiration Date 108/26/2025 Installation Instructions FL17996 R2 II ELIX0050 REV-B OS MODEL 402-14 ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1951 Rev3ss.pdf Created by Independent Third Party: Yes 1.._..:::...._._.........___...........-_ -_...................... ..... __.......... __..._.. .._ Vinyl Steel Out -swinging Regular Door - 20" slider window Certification Agency Certificate FL17996 R2 C CAC 19358 Elixir - 402-20S OS Door lb) f, I ASTM Jan. 2021.pdf Quality Assurance Contract Expiration Date 08/26/2025 Installation Instructions FL17996 R2 II ELIX0051 REV B OS MODEL 402 20S ss_pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1951 Rev3 ss_pdf Created by Independent Third Party: Yes Series 407 ....... a..__._._ _........... ._..--_......... __.............. ,_._._........... ... ___............... Vinyl Steel Out Swing Regular Door Blank (no window) Limits of Use --- I _ ...____ Approved for use in HVHZ: No i Certification Agency Certificate Approved for use outside HVHZ: Yes FI.17996 R2 C CAC .19345 Elixir - <1 7 S Door 1.b ASTM j Jan. 2021.pdf Design Pressure: +50/-50 Impact Resistant: Quality Assurance Contract Expiration Date Other: 08/19/2025 Installation Instructions FL17�39f f22 II F�IXOQS�,REV-O OS MObGL �#p7 ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 j Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1951 Rev3 ss.pdf ____........................___.................... ......___..,...... I Created by Independent Third Party: Yes F , G 1AAAMA CERTIFICATION PROGRAM °=► An FGIA Product Certification Program-" AUTHORIZATION FOR PRODUCT CERTIFICATION ' r , ZI Elixir Door and Metals Co. 1215 Pope Dr. Douglas, GA 31533 Attn: Randall Yarberry This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory, SPECIFICATION AAMA ALTERNATE DOOR CERTIFICATION PROGRAM RECORD OF PRODUCT TESTED ASTM E330.14 DP = +66, -56 psf STP = +99, -84 psf CPD NO. SERIES MODEL & PRODUCT COMPANY AND CODE DESCRIPTION MAXIMUM 402-14 VINYL LAMINATED SIZE TESTED LEAF Elixir Door and Metals Co. Code: EXR 19349 OUTSWING DOOR FRAME (AL)(ST)(X) 390" x 6'8" x 1-1/2" 37' x 6'10" (FIXED INSERT W/TEMP GL) FIXED INSERT 1'2" x 17' This Certification will expire August 26, 2025 and requires. validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Construction Consulting Laboratory Report No.: CCL-20.165 Date of Report: September 28, 2020 INE311M (Validator / Operations Administrator) ACP-04 (Rev. 2/20) Evaluated for Certification: January 28, 2021 A oci ted 'h� 4-;jL Laboratories, Inc. Authorized for Certification: January 28, 2021 Fenekktion and Glazing Industry Alliance ELIXIR DOOR & METALS CO. MODEL 402-14 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR IERAL NOTES: iE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 'O COMPLY WITH THE CURRENT EDITION OF THE LORIDA BUILDING CODE (FBC) EXCLUDING HIGH 'ELOCITY HURRICANE ZONE AND THE DESIGN RESSURE(S) STATED HEREIN. 'HE PRODUCT DETAILS CONTAINED HEREIN ARE BASED PON SIGNED AND SEALED TEST REPORT ONSTRUCTION CONSULTING LABORATORY REPORT 5 CL-19.165 AND ASSOCIATED LABORATORY STAMPED RAWINGS, ESTED TO ASTM E330-14. )EQUACY OF THE EXISTING STRUCTURAL 2X FRAMING t STEEL FRAMING AS A MAIN WIND FORCE RESISTING 'STEM CAPABLE OF WITHSTANDING AND WNSFERRING APPLIED PRODUCT LOADS TO THE IUNDATION IS THE RESPONSIBILITY OF THE ENGINEER t ARCHITECT OF RECORD. AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ICHORED TO PROPERLY TRANSFER ALL LOADS TO THE RUCTURE. BUCK DESIGN AND INSTALLATION IS THE SPONSIBIUTY OF THE ENGINEER OR ARCHITECT OF CORD. INSTALLATION ANCHORAGE DRAWING INSTALLATION NOTES: :. IN AREAS WHERE V41NDBORNE DEBRIS PROTECTION 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE ANCHOR LOCATION. SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE 2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN PRODUCT HEREIN, ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6. FRAME MATERIAL' ALUMINUM ALLOY 6063-T6 SPACINGS TO BE USED FOR PRODUCT INSTALLATION. DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED ?. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR GALVANIZED STEEL,015` SKIN WI URETHANE FOAM CORE. WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE OF IA INCH, SHIM WHERE SPACE OF V16 INCH 7 GLASS MEETS THE REQUIREMENTS OF ASTM E1300-12AEI OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED GLASS CHARTS, OF HIGH DENSITY PLASTIC OR BETTER R. DESIGNATIONS'X' STAND FOR THE FOLLOWING: X:OPERABLE PANEL O: FIXED PANEL 9. HARDWARE: A, HALF HINGES: (4)6063-T6 EXTRUDED ALUMINUM B. LATCH LOCK KEYED C. DEAD BOLT: SINGLE CYLINDER 10. SEE SHEETI FOR DESIGN PRESSURE CHART, E INSTALLATION DETAILS DESCRIBED HEREIN ARE 11. IF WATER INFILTRATION REQUIREMENT EXISTS, UNIT NERIC AND MAY NOT REFLECT ACTUAL CONDITIONS MUST BE INSTALLED BENEATH AN OVERHANG MEETING R A SPECIFIC SITE. IF SITE CONDITIONS CAUSE THE CURRENT EDITION OF THE FLORIDA BUILDING ;TALLATION TO DEVIATE FROM THE REQUIREMENTS CODE - BUILDING AND RESIDENTIAL VOLUMES. TAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT ALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE rH THIS DOCUMENT, DESIGN PRESSURE RATING (PSF) IMPACT RATING -'ERE WATER INFILTRATION WHERE WATER INFILTRATION ZEQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE SEE GENERAL NOTE 11 �661-56 TABLE OF CONTENT SHEET DESCRIPTION 1 GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS AND GLAZING DETAIL 4 HORIZONTAL CROSS SECTIONS 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 0 WALL FINISHES. INCLUDING BUT NOT LIMITED TO Zi STUCCO, FOAM, BRICK VENEER AND SIDING. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN a ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE. USED E IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE t0 'ANCHOR SCHEDULE' THIS SHEET. S 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL A C7 O'd 0. O OR HAVE A CORROSION RESISTANT COATING. 06 Cw9 a 0LO O ~� Q A 124 1--1 X 1-1 M- 1 w ANCHOR SCHEDULE SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER ANDIOR EMBEDMENT EDGE DISTANCE ANCHOR CAPACITIES TYPE SPECIFICATION (IN) {1j (IN} 1+I u1 BASED ON SHEET MIN. 3 METAUSTEEL THREADS TUBING 14 GA FIN {Z-BAR) PAN HEAD NO.8 ASv1E H18.5 4 � PAST INSIDE 3; g MIN. 33 KSI YIELD PAN (TAPPING SCREW1 SURFACE OF STRNEGTH THICKNESS SUBSTRATE aNs! stss.l 2X WOOD (WOOD SCREW) WOOD ` OTH A MINIMUM FRAMING FIN (Z-BAR) PAN HEAD NO.8 OR 1" 1:2' SPECIFIC GRAVITY OF ASv1E B 18.6.4 0.42. (TAPPING SCREW) NOTES: 1) FOR WOOD OR TAPPING- SCREJ1j F SPLrrTING G A CCNCERN. DRILL 0.082' PILOT HOLE (DRILL SIZE451. 2) EDGE DISTANCE MEASURED FROM EITHER SIDE OF ANCHOR TO EDGE OF SUBSTRATE Robert J. Amoruso, P.E. FL P.E. No, 49752 Digitally signed by Robert J Amoruso Date: 2021.02.18 12:05:42-05'00' 8: MA FF HE . TR 11A' AAA V n A ELEVATION EXTERIOR VIEW #8 x 3t8' WOOD i SCREW ffI f� l ENTRY DOOR STRIKE DETAIL }cool) FRA]IESLBSTRATE 6" MAX. O.C. (TYP.) X INSERT SIZE) M 4' FAAX Rl P. 4' MAX, (TYP.) MAX D.L..L. O. 13" X 13' 3" MAX. (TYP.) I — LOCK ASSEMBLY IS LOCATED APPROX. 37" ABOVE BOTTOM OF DOOR LEAF AND THE DEAD BOLT ASSEMBLY APPROX. 4V ABOVE BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET. FOUR HALF HINGES. 3' AND 21" FROM EACH END OF THE DOOR PANEL SECURED BY #8 X 3i4" SCREWS (TYP.) t ( #8 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE(3)THREADS MINIMUM BEYOND STEEL I TUBE. ENTRY DOOR STRIKE DETAIL STEEL TUBING 5QBSTRATF. 3MAX. 6' MAX. O.C. (TYP.) SILL ANCHOR SPACING SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 14. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 6' MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 6. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 6" MAXIMUM O.C. RS O t9 Ems-+ as i A. WO Z w a Zz O CQ C9 N N Jj1 W u O F---1 a Ww Robert J. Amoruso, P.E. FL P.E. No.49752 i+h u�, •iv Digitally signed by Robert J Amoruso Date: 2021.02.18 12:06:18-05'00' 1' MIN. EMBEDMENT 1 #8 WOOD SCREW T INSTALLATION ANCHOR THREE (3) THREADS 2X WOOD FRAME (BY OTHERS} MIN. PENETRATION #8 TAPPING SCREW INSTALLATION ANCHOR M SEALANT TAPE TO BACK 112" MIN. EDGE DIST. rn 0 SIDE OF MOUNTING FIN SEALANT TAPE TO BACK 318' MIN. SIDE OF MOUNTING FIN EDGE DIST. I � .r 114" MAX SHIM 14 GA. MIN. SQUARE L STEEL TUBING (BY OTHERS) O EXTERIOR j INTERIOR EXTERIOR INTERIOR z SEE GLAZING DETAIL ON THIS SHEET a Ew Sc W > M U� �R� VERTICAL SECTIOt1 \GOOD VERTICAL SECTTOi' a � FRA.LiE SURSTRATE D STEEL TUBING SUBSTRATE tx O 10 zw #8 x 1 1/2" OVAL HEAD SCREW a p0, O Za / \ 0 -+ 1 ca ¢m 1 ) Q 00 aZ \ EXTERIOR I I INTERIOR � EXTERIOR INTERIOR �1 t� 1/8" TEMPERED GLASS EXTERIOR INTERIOR w c GLAZING DETAIL 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) 1t4' MAX SHIM l IEALANT TAPE TO BACK SIDE OF MOUNTING FIN 2X WOOD FRAME V2" MIN. (BY OTHERS) -,-'EDGE DIST. kt, 1" MIN. EMBEDMENT--� 48 WOOD SCREW INSTALLATION ANCHOR GVERTICAL SECTION WOOD FRAME SUBSTRATE 3/8" MIN. SEALANT TAPE TO BACK EDGE N. SIDE OF MOUNTING FIN THREE (3) THREADS N TAPPING SCREW I MIN. PENETRATION INTAPPING ANCHOR C VERTICAL SECTION STEEL TUBING SUBSTRATE RobertJ. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J Amoruso Date: 2021.02.18 12:06:31-05'00' 114" MAX SHIM 112" MIN. EDGE DIST. 2X WOOD FRAME (BY OTHERS) #8 WOOD SCREW SEE GLAZING DETAIL INSTALLATION ANCHOR ON SHEET 3 INTERIOR 1" MIN. EMBEDMENT / i SEALANT TAPE TO BACK SIDE OF N40UNTING FIN EXTERIOR r F 1 HORIZONTAL SECTION 14UUD FRAt�(G SUBSTR:1TF. 14 GA. MIN. SQUARE 3t8" MIN. EDGE DIST. { STEEL TUBING (BY OTHERS) #8 TAPPING SCREW INSTALLATION ANCHOR \ INTERIOR r—� THREE (3) THREAD `� MIN. PENETRATION SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EXTERIOR t r 1 HORIZONTAL SECTION STEEL TUBING SUBSTRATE 1/4" MAX SHIM 1P2' MIN. EDGE DIST, 2X WOOD FRAME (BY OTHERS) R8 WOOD SCREW INSTALLATION ANCHOR INTERIOR #8 X 314" SMS� i rcZMME.. NT ' EMBED 0 U EXTERIOR SEALANT TAPE TO BACK z Z SIDE OF MOUNTING FIN a N F- 0 N 00 CC�ss]]7 W M UJ F HORIZONTAL SECTION aN WOOD EIiA.\1E SI BSTRATE � W p 10 a zQ Z_ ., 04 14 GA. MIN. SQUARE STEEL TUBING Q q ' >- (BY OTHERS) 3/8" MIN. EDGE DIST. 0-4 w> INTERIOR #8 X 314" SMS � TAPPING SCREW a INSTALLATION ANCHOR W r THREE(3)THREAD MIN. PENETRATION EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN (H') HORIZONTAL SECTION STEEL TL!B1NG SUBSTRATE Robert J. Amoruso. P.E. FL P.E. No. 49752 Digitally signed by RobertJ = : Amoruso Date: 2021.02.11 12:06.45 -05'00' AAMA CERTIFICATION PROGRAM An FGIA Product Certification Program AUTHORIZATION FOR PRODUCT CERTIFICATION Elixir Door and Metals Co. 1215 Pope Dr. Douglas, GA 31533 Attn: Randall Yarberry This authorization is based on the successful completion of tests, and the'reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION AAMA ALTERNATE DOOR CERTIFICATION PROGRAM RECORD OF PRODUCT TESTED ASTM E330-14 DP = ±50 psf STP = ±75 psf COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Elixir Door and Metals Co. 407 VINYL LAMINATED Code: EXR 19345 OUTSWING DOOR FRAME LEAF IL f (AL)(ST)(X) 302" x 6'10" 3'0" x 6'8" x 1-1/2" This Certification will expire August 19, 2025 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Construction Consulting Laboratory Report No.: CCL-20467 Date of Report: September 28, 2020 (Validator / Operations Administrator) ACP-04 (Rev. 2/20) Evaluated for Certification: January 28, 2021 ,A 4,;:tL A oci ted Laboratories, Inc. Authorized for Certification: January 28, 2021 C��" Fenekhtion and Glazing Industry Alliance ELIXIR DOOR & METALS CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR ENERAL NOTES: 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. 1, THE PRODUCT DETAILS CONTAINED. HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT CONSTRUCTION CONSULTING LABORATORY REPORT tt CCL-19-167 AND ASSOCIATED LABORATORY STAMPED DRAWINGS, 1. TESTED TO ASTA1 E330-14. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 1X AND 2X BUCKS (WHENUSEDI SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 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. INSTALLATION ANCHORAGE DRAWING 5, IN AREAS WHERE WINDSORNE DEBRIS PROTECTION REQUIREMENTS EXIST, USE OF ANY IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR W INDSORNE DEBRIS REGIONS IS MANDATORY FOR THE PRODUCT HEREIN. 6. FRAME MATERIAL: ALUMINUM ALLOY 6063-T6 DOOR PANEL MATERIAL:.09 MIL VINYL LAMINATED GALVANIZED STEEL.015' SKIN W/ URETHANE FOAM CORE. 7_ GLASS MEETS THE REQUIREMENTS OF ASTM E1300-12AE1 8. DESIGNATIONS'X' STAND FOR THE FOLLOWING: X: OPERABLE PANEL 0: FIXED PANEL 4. HARDWARE: A HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM B. LATCH LOCK: KEYED C. DEAD BOLT SINGLE CYLINDER 10. SEE SHEETI FOR DESIGN PRESSURE CHART. 11. IF WATER INFILTRATION. REQUIREMENT EXISTS, UNIT MUST BE INSTALLED BENEATH AN OVERHANG MEETING THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. DESIGN PRESSURE RATING (PSF) IMPACT RATING WHERE WATER INFILTRAT ION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED NONE SEE GENERAL NOTE 11 .501.50 TABLE OF CONTENT SHEET 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 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 IA INCH. SHIM WHERE SPACE OF 1/161NCH 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 SHCWN IN 'ANCHOR SCHEDULE' THIS SHEET. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE 16 WALL FINISHES, INCLUDING BUT NOT LIMITED TO U STUCCO, FOAM. BRICK VENEER AND SIDING. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN Z ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION 3ck: INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH E-1 LOj �0 STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE W L.'�j Op O 'ANCHOR SCHEDULE' THIS SHEET. S V Ld 7. INSTALLATION ANCHORS AND ASSOCIATED HARD`.NARE MUST H BE MADE OF CORROSION RESISTANT MATERIAL W O �p OR HAVE A CORROSION RESISTANT COATING, 0. CW-9 Z �,a w'o z� O .N. no s Q Wz O� x 14 1-� w ANCHOR SCHEDULE SUBSTRATE DOOR FRAME TYPE SIZE MANUFACTURER AND,'OR EMBEDMENT EDGE DISTANCE ANCHOR CAPACITIES TYPE SPECIFICATION (IN) (9 (IN) t=aa BASED ON SHEET viiN 3 WETAL,'S-EEL THREADS TUBING 14 Gk FIN (Z-BAR) PAN HEAD NO, S ASME 518.6 4 RASTiNSIDE 3.18" .LN. 33 KSI YIELD NUN. {TAPPING SCREV l} SURFACE OF STRNEGTH THICKNESS SUBST RATE PINS) 518.6.1 2X VVOOD (WOOD SCREVII WOOD WITH AWIN INIUM FRAMING FIN (Z-BAR! PAN EAs7 NO S OR 4` 17 SPECIFIC GRAVITY OF A SNME 618.6.4 0.42. (TAPPING SCREW; NOTES: 11 FOR IFOOD OR TAFPNG SCIeV15 !F SFLir-NG IS A CONC { ALL 0.082- PLOT HOLE (DfML SIZE 45). 21 E1)GE DS TANnE hEASL RE1) FROM 6irEiZ SIDE OF A"IGI rR TO EDGE CF SUBSTRATE Robert J. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J Amoruso Date: 2021.02.18 12.08:03-05'00' 82 114" 80" MAX. O.A. MAX. FRAME DOOR HEIGHT PANEL I HEIGHT 38 J" MAX O.A. FRAME WIDTH 36" MAX. DOOR PANEL WIDTH K.1 1411" 37" ELEVATION EXTERIOR VIEW I i #8 x 318" WOOD SCREW ENTRY DOOR STRIKE DETAIL_ ROOD FRAVERMSTRATE 6" MAX. O.C. (TYP.) 4" MAX. (1 YP.) — 1 1— I — 4" MAX (TYP.) 3' MAX. LOCK ASSEMBLY IS LOCATED APPROX. 6" MAX 37' ABOVE BOTTOM OF DOOR LEAF � O.C. (TYP.) AND THE DEAD BOLT ASSEMBLY O APPROX. 41' ABOVE BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS X O SHEET. FOUR HALF HINGES, 3" AND 21" FROM EACH END OF THE DOOR PANELSECURED BY #8 X 314" SCREWS (TYP.) I I #8 TAPPING SCREW. SCREW MUST BE OF I SUFFICIENT LENGTH TO PENETRATE(3)THREADS ( MINIMUM BEYOND STEEL I I TUBE. E\TRY DOOR STRIKE DETAIL. STEEL. TGRI\q SL`RSTRATE i3' Mr SILL ANCHOR SPACING SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 14. ANCHOR SPACING VARIES. BUT NOT TO EXCEED 6' MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 6. ANCHOR SPACING VARIES. BUT NOT TO EXCEED 6" MAXIMUM O.C. 0 c Y M � Q rn i rn v rc U a Z C*� N oc E'+ 00 sa w � 8 o-, w a a aN a ZQ zm 0 02 � og Q O A wZ, Obi �i a w 0 F FL P.E. No. 49752 Digitally signed b �' Robert J -� ' "= Amorusc G= Date: 2021.02. 12:08:47 -05'00' 1' MIN. EMBEDMENT #8 WOOD SCREW c INSTALLATION ANCHOR 2X WOOD FRAME v (BY OTHERS) 1t2° MIN' SEALANT TAPE f0 BACK EDGE DIST. THREE (3) THREAD MIN. PENETRATION SIDE OF MOUNTING FIN #8 TAPPING SCREW INSTALLATION ANCHOR SEALANT TAPE TO BACK 318" MIN. SIDE OF MOUNTING FIN EDGE DIST. x 114" MAX SHIM a EXTERIOR INTERIOR m 14 GA. MIN. SQUARE STEEL TUBING (BY c OTHERS) U u a Y EXTERIOR INTERIOR co �" Z 3� OzG 2 s E— 0 �O � s to wem Do (�VERTICAL SECTION' s l- �400D FR iAIE SUBSTRATE A 0 <� �2 VERTICAL SECTION W. � a STEEL TUBING SUBSTRATE w ¢ —M s Q O A Jr w? o> m W EXTERIOR INTERIOR EXTERIOR INTERIOR 114" MAX SHIM 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) SEALANT TAPE TO BACK Robert J. Amoroso, P.E. SIDE OF MOUNTING FIN tit" MIN. j FL P.E. No. 49752 2X WOOD FRAME EDGE DIST. 318" MIN. ss"2 o (BY OTHERS) SEALANT TAPE TO BACK EDGE DIST. SIDE OF MOUNTING FIN 1" R1tN. EMBEDMENT #8 WOOD SCREW 98 TAPPING SCREW 3 INSTALLATION ANCHOR THREE (3) THREAD INSTALLATION ANCHORN • 'x MIN. PENETRATIO VERTICAL SECTION Digitally signed by WOOD FRAME SUBSTRATE Robert J Amoruso C VERTICAL SECTION ST1 EL TUBING SUBSTRATE Date: 2021.02,18 12:08:59-05'00' 1/4" MAX SHIM 1/4" MAX SHIM 1/2" MIN. EDGE DIST. 1/2" MIN. EDGE DIST. 2X WOOD FRAME (BY OTHERS) 2X WOOD FRAME (BY OTHERS) 08 WOOD SCREW INSTALLATION ANCHOR INTERIOR INTERIOR NWOOD WOOD SCREW STALLATION ANCHOR #8 X 3/4"SMS ' 1" MIN. 1" MIN. EMBEDMENT EMBEDMENT :__ T SEALANT TAPE TO BACK EXTERIOR SIDE OF MOUNTING FIN EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN (E)-HORJZONTAL SECTION F HORIZONTAL SECTION WQOD FRA <1E SUBSTRATE WOQD FRr\17E SUBSTRATE 14 GA. MIN. SQUARE 14 GA. MIN, SQUARE 3/8" MIN. EDGE DIST. STEEL TUBING (BY OTHERS) STEEL TUBING (BY OTHERS) 3/8' MIN. EDGE DIST. #8 TAPPING SCREW INTERIOR INTERIOR INSTALLATION ANCHOR h8 TAPPING SCREW #8 X 3/4" SMS INSTALLATION ANCHOR THREE (3) THREAD T MIN. PENETRATION THREE (3) THREAD MIN. PENETRATION SEALANT TAPE TO BACK EXTERIOR EXTERIOR SIDE OF MOUNTING FIN SEALANT TAPE TO BACK SIDE OF MOUNTING FIN G HORIZONTAL SECTION STEEL I UBING SLEASTRATL HORIZONTAL SECTION STEELTUBl. SLiBSTRATF, m C, c c x vi Z Robert J. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J Amoruso Date: 2021.02.18 12:09:10-05'00'