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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door AssembliesBUS Home. Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us .JbpProduct Approval USER: Public User Froduct Arjp!*ova > Application List . . ...................... Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Modell Number or Name Approved for use in HVHZ Impact Resistant Other 2020 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL BCIS Site Map Search Results - Applications EL—# lyp--g Manufacturer 7. Vglid!Ated Qy .. ........ .. ........... . E-1-17-9 9 6 Revision Elixir Door and Metal Co R 2 rnpany Category: Exterior Doors American Architectural Manufacturers Association Hi —story. Subcategory: Swinging Exterior Door Assemblies (847) 303-5859 *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. co, Links Searc Refine Sear - 17996 ALL ALL ALL ALL ALL ALL ALL Staff Approved �qontact us :.1 2Gk}1 Blair Stone ROad, Tallahassee !L_32399 Phone: 150-4 The State of Florida is an AA/EEO ern PIcy yer. CoPYLg-zQ 87_ 182,4 3 State of Florida, - : Privacy-� Statement :: 8-C-C-2-2--SibdjtyStatement Refund Under Florida law, email addressers are Public records. If you do not want your e-mail address released in response to a Public - records request FC Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, , do not send electron' mail to this entity. Instead, contact the office by phone orb traditional mail. If You have any questionsf please contact 850-487.1,395. *Pursuant to Section 455.275(j) e email icensee. However email addresses are public record, If you do not wist, to supply a personal address, please provide the Department with an email address which can be made available to the F S. must provide the Departme, Provided may be used for official communication with the li - nt with an email address if they have one. Th public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: [7777­1 EE LL-i t5v�� Ej Safe M Summary of Products FL # Model, dumber or Name 1.7996.1 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 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: 17996.3 Series 402-14 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 Series 407 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Description Series 202-20S Steel O.S. door w/ Vertical Slider window Certification Agency Certificate FL17996 R2 C CAC 19359 Elixir - 202-2oS CAS Daor 1b ASTM Jan. 2021.pdf � Quality Assurance Contract Expiration Data 07/ 11/2024 Installation Instructions EL12996.... R2 ...11__.ELIX0034 Rev B M odLel Z02- 0S ss. df Verified By: Robert J. Arnoruso, PE FL PE No. 49752 Created by Independent Third Party: 'Yes Evaluation Reports FL17996 R2 AE PER 1642 Rev4 ss.pif Created by Independent Third Party: Yes Series 230 w9 Steel O.S. Door w/ Cottage Window Certification Agency Certificate FL: 7996 R2 C CAC 19346 Elixir - 230-%0 CAS Door b ASTM Jan. 2021 .pdf C_ Quality Assurance Contract Expiration Date 07/11/2024 Installation Instructions EL1 79'90 R2 II ELIX0033 Rev B Model ��.p f Verified By: Robert J. Amoroso, PE FL PE No. 49752 _ Created by Independent Third Party: Yes Evaluation Reports FL17996 RZ AE PER 1642 Rtv4 ss. df : P Created by Independent Third Party: Yes Vinyl Steel Cut -Swinging Regular Door - 14" x 14" Window Certification Agency Certificate -.... M..... Lsr u r1 -_....... .. Quality Assurance Contract Expiration Date 08/26/2025 Installation Instructions i~ -1 996 R2 II ELIX-00 .�0 REV-B S MODEL 4t .. - 4 s � _ 'Verified By: Robert J. Amoroso P - �2 1 . .>�, pc� f" Created b Independent r EFL PE No. 49752 Y p dent Third Party: Yes Evaluation Reports FL1799A R2 AE PER 1951 Rev3 ss. df Created by Independent Third Ye Party: Yes s Vinyl Steel Out -swinging Regular Door - 20" slider window Certification Agency Certificate FL17990 R2 C CAC 19358 Elixir - 4U2 20S OS Door.(I b ASTM 3an.�26 1.pdf ��.. (_....). Quality Assurance Contract Expiration D 08/26/2025 p ate Installation Instructions F1­17996 R2 II ELIX005 REV-B OS mnnF Verified By: Robert J. Amoroso PE 1. 4!2-2C�S ss.pdf Created by Independent Third r FL PE No. 49752 p rd Party: Yes Evaluation Reports F96 R2 AE PER 1951 Rev3 ss:pdf Created by Independent Third Party" —:Yes - Vinyl Steel (dot -Swing Regular Door - Blank n � o window) Certification Agency Certificate F1... :11996 R2 C CA(- 1934 " EI. Jan 202I. t` f �r -Au/ Door � 1bb j ��� T -- Quality Assurance Contract Expiration 08/19/2025 P on Date Installation Instructions ......... . f3 S 1` 'I Ck I 'Verified B ........ I....... ... 5s,.p y. Robert �. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Repor S �L�1/9���AE�PP-129-5-1­Revl 96 R2 ss pdf Created by Independent Third Party: Yes Ji ,• CCZ's r2 ;Fi 2 :3 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 p tests, and the reporting to the AAA Validatar of the results of the to AAMA Accredited Laboratory. The product information below rrwr` tests by an .ill be added to the next update of the AAA Certified Products Dire ctory. SPECIFICATION AAMA ALTERNATE DOOR CERTIFICATION PROGRAM ASTM E330-14 DP = +66r -56 psf STP = +99, -84 psf COMPANY AND CODE Elixir Door and Metals Co. Cade: EXR RECORD OF PRODUCT TESTED CPD NO. I SERIES MODEL 8 PRODUCT DESCRIPTION 402-14 VINYL LAMINATED 19349 OUTSWING DOOR (AL)(ST)(X) (FIXED INSERT W/TEMP GL) MAXIMUM SIZE TESTED FRAME 31211 y 611011 w11 1011 LEAF 3V1 y W81' x 1-1!211 FIXED INSERT 11211 X 11211 This Certification will expire August 26, 2026 and rewires validation until then by continued listing in the current AAMA Products Director. Certified Product Tested and Reported by: Construction Consulting Laboratory Report No.. CCU.-20-166 Date of Report: September 28, 2020 A•L•1 (Validator l Operations Administrator) A P-04 (Rev. 2120) Evaluated for Certification: January 28, 2021 U boratories, Inc. Authorized for Certification: January 28 2021 I`enekation and Glazing Industry Alliance EL lR llst t1 ' IS CO. MODEL 402=14 Nq)IN=IMI-''"?ACIF OUTSWINA :NERAL 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. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT CONSTRUCTION CONSULTING LABORATORY REPORT# CCL-1 9-165 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. TESTED TO ASTM E330-14, kDEQUACY OF THE EXISTING STRUCTURAL 2X FRi"14.11ING DR STEEL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND -RANSFERRING APPLIED PRODUCT LOADS TO -HE "OUNDATION IS THE RESPONSIBILITY OF THE ENGINEER )R ARCHITECT OF RECORD. X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND kNCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 'TRUCTURE. SUCK DESIGN AND INSTALLATION IS THE !ESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF ,ECORD. *HE INSTALLATION DETAILS DESCRIBED HEREIN ARE 'ENERIC AND MAY NOT RFFLECT ACTUAL CONDITIONS OR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE 4STALLATION TO DEVIATE =ROM THE REQUIREMENTS ETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT HALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE 1ITH THIS DOCUMENT, VINYL i TED STEIEL DOOR 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- f::RA%1E MATERIAL, ALUMINUM ALLOY 6063-T6 1,00R PANEL MATERIAL:.09 MIL VINYL LAMINATED GAL' ANIIZED STEEL.015" SKIN W! URETHANE FOAM CORE. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-12AE1 GLASS CHARTS, 9, DESIGNATIONS "X' STAND FOR THE FOLLOWING - Xi OPERABLE PANEL 0- FIXED PANEL HARDWARE-. A- HALF HINGES- (4) 6063-T6 EXTRUDED ALUMINUM E3, LATCH LOCK: KEYED 1. DEAD BOLT: SINGLE CYLINDER .0-1 i - S ;EE SHEET"I FOR DESICN 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. DE,SJ'(_';N PRESSIRE RATING (PSF) I IMPACT RATING ---- I VHERE WATER INFILTRATION I WHERE WATER INFILTRATION REQUIREMENT ISNEEDEDREOI,.,'IREMENT IS NOT NEEDED S E E E," I S RA L N 0 T E 11 TABLE OF CONTENT SHEET ENERAL At -,ID INSTALLATION NOTES 2 IELEVATION. ANCHORING LAyni'IT HORIZONTAL CROSS SECTIONS NONE I I ONE (1) INSTALLATION ANCHOR IS REQUIRrEE) A` EAC'4 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, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S), MAXIMUM ALLOWABLE SHIM SIZE OF 1/4 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS_ SHIM(S� SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. ANCHORS FOR INSTALLATION INTO WCCD FRAMING OR 14GA. MINIMUM STEEL FRAMING SHALL BF AS SHOWN IN 'ANCHOR SCHEDULE' THIS SHEET- ANCHOR SCHEDUL-ig 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUCE 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 HARDWAR E MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. A SUBSTRATE DOOR FRAME TYPE SIZE MANUFACTURER AND*R 00 BEDM ENT EDGE DISTANCE ANCHOR CAPAC,711ES TYPE SPEOnCATION (IN) SIN BASED ON SHEET MIN 3 METAL:'STEEL THREADS TUBfNG 14 GA. FIN (Z-BAR-) PAN HEAD NO 8 AS ME B 186.4 . 1 PAST IN SIDE MIN 33 KS1 YIELD MIN TAPPING SCREINI SURFACE OF STRNEGTH THICKNESS SUBSTRATE ANSI B 18 2XW000 FIN (Z-SAR� PAN HEAD NO, 3 01VOOD SCREW.) OR Y 16 'Af000VATH A N11NI MUNI FRAMING 1,2.. SM-CIFIC GRA\ATY OF AS ME 8 18.6 4 0.42 (TAPPING SCREWi NOTES-. I It FOR 'AAX)D OR TAPPING SCREAiS IF SPI- 17TING C'S A CONCERN DRILL C C82- PfLOT HOLE! DRILL S17 E45i I2) EDGE DISTANCE MEASLIRED FRU-A EITHER SIDE CT,- ANCHOR TO Fes: 0� Si ST 9S RA TE I 99 0 0 LIJ < Ljj CL �_ V) LLJ 0 z C14 _j z > LLJ N 0-- z 5 z t7- m Ln raj - X N LJ V) z Rubc-1 J. Amoruso, P.E. FL P.E. No. 49752 Digitally signed b Robert J Amorusc Date, 2021.02.18 DO 12:05:42 -0510 1 ELEVATION EXTE.R[OR VIEW #8 x 3/8" WOOD SCREW E.NTRYDOOR SI'RIKEDE'FAIL 4","wIAX twl!AX. D,L.O. 13" X 13- ,14" X 1 All 14 INSERT SIZE) LOCK ASSEMBLY IS LOCATED APPROX, 37" ABOVE BOTTOM OF DOOR LEAF AND THE DEAD SOLT ASSEMBLY APPROX. 41 " ABOVE B DT-710kl 0 F DOO R LEAF. SEE STR;KE DETAILS THIS SHEET, FOUR HALF HINGES, 3" AND 2 1 " FROtJ EACH END OF THE DOOR PANEL iY 448 X 3 4" SCRF=�IVS JYP,' #8 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE (3) THREADS MINIMUM BEYOND STEEL TUBE. ENTRY DOOR SIAIKE DEI'AIL STFEL TURUNG SURSTRATF —yp 6" MAX, 0- C 7,(p N1 AX. i TY P. 6" tJAX, SILL ANCHOR SPACING SAME AS HEAD SPACINAS A.N--('1`H,0R LAYOU'T EXTERIOR VIE%k ANCHORING 140TES- 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 AIN,11D SILL IS 6. ANCHOR SPACING VARIES. BUT NOT TO EXCEED 6" MAXIMUM O.C. I I m 4=90, I a 99 0 Lr) X 7- m c Ln 0 0 >- (n cr- V� cl- x wo I 0 ue'Z oi- a�' < Z Z < CQ Tnz g Z L> Q Robert J. Amoruso, P.E. FL P. E- 0. 49752 Digitally sigred by Robert J Arnoruso Date: 2021.02.18 12.-06:18 -05'0()f 1" MIN. EMBEDMENT 2X WOOD FRAME (BY OTHERS) SEALANT TAPE TO BACK SIDE OF MOUNTING FIN #8 WOOD SCREW INSTALLATION ANCHOR 112" MIN. EDGE DIST. .1 1 .." \1% \!1 1111fI EXTERIOR � ,� INTERIOR SEE GLAZING DETAIL ON THIS SHEET VERTICAL SECTION 'N'(: 0D FRAME SUBSTRAT EXTERIOR INTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN- 2X SNOOD FRAME (BY OTHERS) 1" MIN. EMBEDMENT 1l4" MAX SHIM 112" MIN. EDGE DIST. #8 WOOD SCREW INSTALLATION ANCHOR VERTICAL SEGFION WOOD FRAME SU'RSTRATE EXTERIOR #8 x 1 112" OVAL HEAD SCREW INTERIOR 1 /8" TEMPERED GLASS GILAZIN(i DETAIL THREE (3)THREADS ti11N. PENETRATION� SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EXTERIOR EXTERIOR * TAPPING SCREW INSTALLATION ANCHOR 3i8" MIN, EDGE MIST. 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) INTERIOR I) VERTICAL SECTION S 'EF.L 'I ('fil`tiC� SURSTRATF SEALANT TAPE TO BACK / SIDE Of MOUNTING FIN• THREE (3)THREADS � MIN. PENETRATION INTERIOR 14 GA. MIN, SQUARE STEEL TUBING (BY OTHERS) 318" MIN. EDGE DIST. ##8 TAPPING SCREW INSTALLATION ANCHOR D VERTICAL, SECTION STEED. TUBING SUBSTRATE 9 cr C 0 ...� <[ 0 t� x w 1-0 Oa ul w [ri Gwr A'--W w 1 a. 0 z < z c -j - w> - 0 < Y . � �f Yi.�o-r - J Robert J. Amorusc, P.E. FL P.E. No. 49752 Digitally signed by Robert J Amoruso date: 2021.02,18 a,06,31 -OS `QO' mmmm� A" MAX S H I t�l %1AX SHIM 1/2" Mil", Ei 2X V/00D FR (BY0THE 1+5',Al0OD S, STALLATION AN 11 " fvl IN. EMS EDIVIENT SEAL,A�",41T TAPE SIDIE7 OF MIOUNTING �IN 3/8" %1V EDGE DIST. relho: HOR ' IZ(-)N-T'-kl, SECTI WOOD FRANIF SI'BSTRA E- N 14 GA- MIN, SQUARE, STEEL TUBING (BY OTHERSI� llgms� )ETAIL INTERIOP, F X T R 10 R :.18 x 3 411 sms 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) INTERIOR #8 X 3/4" SM S lu 'Llizi OOD 1i'2"MIN. EDGE DIST, �BY 011'"ER'S', V B E D %l E N T S E A L. I-' "I Nl' T 44, P E TO F, i K SIDE OF WDUNTING iTAL SEC NME SUWTR.� m N 11,8" MIN. EDGE DIST. TAPPING SCREvv INSTALLATION ANC:-iOR THREE (3) THREAD fift � I %mlf MIN. PENETRATION fn - Ili 14 THREE (3) THREAD MIN. PENETRATION SEALANT TAPE TO BACK r— J SIDE OF MOUNT!N,.-3 N F T X LER 10 R 'EXTERIOR SEALAN TAPE TO BACK SIDE OF MOUIVI'ING FIN HORIZONTAL SECTION STFELTUBING SURSTRA-11-F H HORIZONTAL SECTION STEEL TUBING SUBSTRATE I 0 z Oc CAW CL ::F 0 10 2! UJ C>F- Z < z 0 7F 04 W Robert J, Amoruso, P.E. FL P.E. No. 49752 Digitally sl.,, ned by Robert Amo rU 50 Date: 2021-02.1( 12:06,45 -015,001 it'sdry, 'A CERTIFICATION PROGRAM An FGIA Product certification Program 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 beI0W will be, added to the next update oaf the AAMA Certified Products Directory. This Certification will expire August 19, 2025 and require-s validation until then by continued listing in the Current AAMA Certified Products Directory. oroduct Tested and Reported byConstruction Consulting Laboratory Report No.: CCL-20-167 Date of Report,- September 28, 2020 (Valldr9for / Operations Administrator) ACP-04 (Rev. 2/20) Evaluated for Certification.- January 28, 2021 0 ted Laboratories, Inc. Authorized for Certification- January 28, 2021 Fen e tid,n and Glazing Industry Alliance 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. �. THE PRODUCT DETAILS CONTAINED HEREIN ARE EASED UPON SIGNED AND SEALED TEST REPORT CONSTRUCTION CONSULTING LABORATORY REPORT # CCL-19-167 AND ASSOCIATED LABORATORY STAMPED DRAWINGS. f. TESTED TO ASTM E334-14. 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 (WHEN USED) 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 CAR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. DESIGNPRESSURE RATING (PSF) . IN AREAS WHERE WINDE30RNE 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. It, FRAME MATERIAL; ALUMINUM ALLOY 6063-7'6 DOOR PANEL MATERIAL:.49 MIL VINYL LAMINATED GALVANIZED STEEL.015" SKIN W+f? URETHANE FOAt.1 CORE 7. GLASS NI E E TS THE REQUIREMENTS OF ASTNI E ' 300-12AE 1 6. DESIGNATIONS "X" STAND FOR THE F0LL0'0,`INl . X: OPERABLE PANEL 4: FIXED PANEL 9. HARDWARE: A. HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM B. LATCH LOCK: KEYED C_ DEAD BOLT SINGLE CYLINDER 10. SEE SH'EET1 FOR DESIGN PRESSURE CHART, 1 1 IF WATER INFILTRATION REQUIREMENT EXISTS, UNIT MUST BE INSTALLED BENEATH AN OVERHANG MEETING THE CURRENT EDITION OF THE FLORIDA BUILDING CCDE - BUILDING AND RESIDENTIAL VOLUMES- WHERE WATER INFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED SEE GENERAL NOTE 11 +50 ,1-50 IMPACT RATING NF SKEET METAL'STEEL TUBING 14 GA. FIN 4Z-BAR k lkll `,1. THICKNESS 2 X VOOD FRR,0INCG IN (Z-BAR) 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION. L THE INSTALLATION A',",1CHORS AT THE SPACINGS SHOWN ARE THE MINIMUM NIJtJBFR �.aF ANCHORS AND MAXIMUM SPACINGS TO BE USEr. FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE OF 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCP OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUC i-`c 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. ANCHOR' SCHEOULE MANUFACTURER rt PE SIZE AND OR PECIRCAT ON P. HEAD} NO 8 ASME 618.0 4 ITAPPING SCRE;, I= ANSI 61 6.1 10,100D SCREVy PAN BEAD NO OR. R -AS I'e E 8 18 .6 .4 ;TAPPING SCREVO 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. T INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. EMBEDMENT (IN) MIN T'READ S PAST INSIDE SURFACE OF SUBSTtRA"'E 1: FOrR 7° OL OR 7. t!'I SC ' ;S IFS I §Itir 1 A CONCERN, DRLL 0 082„ RL T' L�.'if tRILI- S E=��: 2`f jE DSTANCE r SERF ~Rot° I EIT'HE:R SIDE OF A' iR T E CF SI ST f.E EDGE DISTANCE (IN) MIN 33 KSI 'YIELD STR " EGTH VOOD $ ` ° T H A MI N't-l' N 1 2" SPEC 1'-IC GIRAV171 Y OF 042, 0 I sLerl J:.ArtnorUso, P.E. FL P-E, No. 49752 t I ism ELEVATION =19 x 31 18" WOOD, SCREW EN't'RI'DOOR SI'R I NE DETA 11- tint trt> tRANIF St-R'.sTR.An-- EXTERIOR V1I---W 4" t%,1AX 3" Pv!Ak LOCK ASSEMBLY IS L0CA'1'ED APPROX. 37"ABOVtE-7- BOTTOtil Ot-- DOOR ANDTHE DEAD BOLT ASSEMBLY APPROX, 41" ABOVE BOTTOM OF DOOR L[E-'AF. SEE STRIKE DEIFAILS THIS SHEET. FOUR HALF HINGES, 3- AND 21" FROM EACH END OF THE DOOR PANELSECURED BY #8 X 3/4" SCREWS (TYP') #8 TAPPING SCREW, SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE (3) THREADS MINIMUM BEYOND STEEL TUBE, ENTRY DOOR STRIKE DETAII, SiTLEL T1 RIN't; St RS"FRATE 0" p EL (TYPj 6" MAX. O.C. (TYPj 4" MAX. (TYR) 6" MAX. O.C. (TYP.) SILL AMr.WnP QDAf-JKI/-- SAME AS HEAD SPACING ANTC- HOR LAYOUT EXTFRIOR VIEW ANCHORING N01'ES- 1. MINIMUM NUMBER OF ANCHORS IN -;A1,1BS IS 14. ANCHOR SPACING VARIES, BJT NOT TO EXCEED MAXIMUM O.C. MINIMUNI NUMBER OF ANCHORS IN HEAD ACED SILL IS 6. ANCHOR SPACING VARIES, BUT NOT TO XCEED 6" MAXIMUM O.C. I Mid s CA '7 z J. A ' Na. 0. 49752 Digitally signed b� Robert J Amoruso Date. 12 1" MIN. EMBEDMENT 2X WOOD FRAME (BY OTHERS) SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EXTERIOR EXTERIOR #8 WOOD SCREW INSTALLATION ANCHOR INTERIOR B VERTICAL SECTION WOOD F=RAMF= SUBSTRATF- SEALANT TAPE TO BACK SIDE OF MOUNTING FIN 2X WOOD FRAME (BY OTHERS.) " MIN. EMBEDMENT INTERIOR 12" MIN. EDGE DIST, 114" MAX SHIM 1 /4" MAX SHIM 1 '2" MIN. EDGE DIST. #8 WOOD SCREW INSTALLATION ANCHOR A VERTICAL SECTION WOOD FRAME SUBSTRATE THREE(3)THREAD MIN. PENETRATION SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EXTERIOR #8 TAPPING SCREW INSTALLATION ANCHOR 3/8" MIN, EDGE DIST. 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) INTERIOR D VERTICAL SECTION STEEL. Tt-BIN(-P SUBSTRATE EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN-Z THREE (3) THREAD MIN, PENETRATION INTERIOR 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) 318" MIN. EDGE DIST. #8 TAPPING SCREW INSTALLATION ANCHOR N'ERTICAL SECTION STEF-L 11 FTC► SUBSTRATE, No , 0. u z � Lj A �V) w 0 � < A wZ i 05 O a.. Al cv N u') 0 cy �x ©w ti T ui Robert J. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J Amoruso Date: 202 1.02.18 12:08:59 't)51004 1/4" MAX SHIM 1/2" MIN, E 2X WOOD FR (BY OTHI #8 WOOD S INSTALLATION AN 1" MIN. EMBEDMENT SEALANT TAPE SIDE OF MOUNTING FIN t A I tKIUR 0RI7 O TAL SEC.'I'ION WOOD I'I'tAME: S[ BSTRATE INTERIOR EXTERIOR #8 X 3/4" SMS 114" MAX SHIM 0 1/2" MIN. EDGE DIST. 2X WOOD FRAME (BY OTHERS) #8 WOOD SCREW INSTALLATION ANCHOR 1" MIN. EMBEDMENT SEALANT TAPE TO BACK SIDE OF AMOUNTING FIN HORIZONTAL SECTION WOOD FRAME SUBSTRAI-E 14 GA. MIN. SQUARE 14 GA. MIN. SQUARE 3/8" MIN. EDGE DIST. STEEL TUBING (BY STEED TUBING (BY OTHERS) OTHERS) i3/8MIN. EDGE DIST. #8 TAPPING SCREW INTERIOR INTERIOR INSTALLATION ANCHOR #8 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 TAKE TO BACK SIDE OF MOUNTING FIN ORI?ONT L SECTION S1'I::I:I. TUBING SUBSTRATE HORIZONTAL SECTION SI E:I:I_ TUBING SUBSTRATE M Q rn a N I � r- M V E az �E � D � W .� t _FTml N 04 _x �vw 0 cn0 w w00 � Ln �- lx:zl QLjLJ ^ — S �„L WcQy -0 0 W ILJO O� :r 0 z - � r Q 0� �t �� 0 - A WZ> > J 0 r Robert J. Amoruso, P.E. FL P.E. No. 49752 )igitally signed by Hobert J Amoruso )ate: 2021.02.1 2:09:10-05'00'