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HomeMy WebLinkAboutPRODUCT APPROVAL R'� iKJ tf t b t Lt rt I r i}t 1 t fi a T g j iq p F 1 F ihr�(1c Se r.� r�ivr ]�rr1� 467,\ �`t�jt r Ni �`� G� # h t'e t � � � 4•l til. NoWa Department,f SCIS Home I I Log In I User Regishation I Hot Topics I Submit Surcharge I Stats e,Facts I Publications I FEC staff BCIs Site Map Links I Search r Busrnesc�, �;a{ .; Product Approval 1 Pl"Ofe5SlbGU{II ;;RSI USER:Public User Regulation :.S .,, :•. ,ms�'Ai Product Approval Menu>Product or Application Search>Application Llst>Application Detail �X�' Iii:j Int t�vz< FL# FL14941-R2 Application Type Revision y Code Version 2014 Application Status Approved Comments Archived a I'� S Product Manufacturer DAYBAR INDUSTRIES LIMITED Address/Phone/Email 50 West Drive Brampton, NON-US 32817 j (905) 625-8000 dodson@daybar.com Authorized Signature Dodson Mark dodson@daybar.com Technical Representative j '+ Address/Phone/Ema i I l Quality Assurance Representative Address/Phone/Email it Category Exterior Doors Subcategory Swinging Exterior Door Assemblies s Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I, Florida Engineer or Architect Name who developed Waiter A.Tillit Jr., PE the Evaluation Report Florida License PE-44167 j 1 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey `I Quality Assurance Contract Expiration Date 12/31/2019 it Validated By Steven M. Urich, PE sl Validation Checklist- Hardcopy Received lil Certificate of Independence FL14941 R2 COI DAYBAR INDUSTRIES ILTD C I' 15-056 Ddf I r Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 I. 1994 3 Equivalence of Product Standards Certified By Sections from the Code I ,IIIr. https:/Iwww.floridabuilding.org/pr/Pi--aplLdti.aspx?pat-ai-n 1/2 N I �i Product Approval Method Method 1 Option 0 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14941,1 4080/8080 Steel Doors Outswing Steel Door System (Singles/Pairs) (Paper Honeycomb, Styrene, or Steel Rib Core) (Approved for Water Infiltration) U Limits of Use Installation Instructlon9j Approved for use In HVHZ,Yes FL14941 R2 11 DAYBAR INDUSTRIES LTD, DRWG, IS- Approved for use outside HVHZ-Yes 056.pdf Impact Resistant; Yes Verified By: Walter A,Tllllt Jr,, PE PE-44167 Design Pressure: N/A Created by Independent TjhIrd Party-,Yes Other:Refer to approval drawings ("installation Evaluation ReportsI instructions") For allowable product sizes or spans, design FL14941 R2 AE DAYBAR INDUSTRIES LTD P.E.R. 15-056.r)df wind loads, installation conditions,anchor spacing, Created by Independent Third Party: Yes component dimensions,and other installation requirements II and/or limitations of use. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487�I824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acce.lbillty Statement,::Refund Statement Under Florida favi,email addresses are public records,If you do not want your a-mall address released Inxesponse to public-records request,do not send'electronic c mall to this entity.Instead,contact the office by phone or by traditional mall,If you have any questions,please contact 850,487.1395.*Jrursurant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F,S,must provide the Department ti'ith an email address If they have one,The emalls;provided may be used for official communication with the licensee.However email addresses are tic 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.T determine if you are a licensee under Chapter 11 455,F.S.,please click bare Product Approval Accepts; M Rod]0 E 0 securlt N1171LIcs, ii I 0 N 11, I1 i l illi if fittps:/Amww.floridabuilding.c)rg/prlpi--appjtl.aspx?param=wGEVXQwtDquZRj59�/�2fDi-x2ynkNHFARutHvslJMz5nQKsTLB7ddLoSjQ`/`3d`/`3d 2/2 GFUITEIRAL NOTES An aMCMQNS: 1. DOUBLE&SINGLE SERIES BOBO& 4080 EMBOSSED OUrSVING COMMERCIAL GALVANNEAL OR STAINLESS STEEL FRAME DOOR SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIES,FOP CODE COMPLIANCE IN -SHEETS CONTENT: ACCORDANCE WITH THE 201+(5th EDITION)OF THE FLORIDA BUILDING CODE DOOR 14AY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. SHEET #1 INDEX, COVER SHEET & GENERAL NOTES. DESIGN WIND LOADS SHALL BE DETERMINED AS PEP SECTIONS 1620&1609 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D-)DESIGN PRESSURE RATINGS INDICATED ON SHEET Z. SHEET #2 ASSEMBLY ELEVATIONS No 1 & Z. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST SHEET #3 MAX. DESIGN PRESSURE RATING (psf.) SCHEDULE. REDUCED TO A.S.D.DESIGN WIND LOADS'Sy MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE SHEET #4 BILL OF MATERIALS, W/MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. SHEET #5 COMPONENTS. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 & 1EO9.1.2 SHEET n6 DOOR CONSTRUCTION DETAILS. OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201,TAS-202,TAS-203 AS PER CERTIFIED TESTING LAB. SHEET #7 VERTICAL SECTIONS AND DOOR FRAME DETAILS. REPORTS#CTLA 20-ISW. #CTLA 204W-1. ICTLA 204SW-2,#C LA 2045W-5 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTIONS 1615&1604 OF THE FLORIDA BUILDING CODE. SHEET #8. HORIZONTAL SECTIONS & VERTICAL SECTIONS AT HARDWARE. 2DRAWING SHALL 13E AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILI_OF MATERIALS (SHEET 4) OF SHEET #9 RIM EXIT DEVICE W1 REMOVABLE MULLION, THIS URAWING- SHEET #10 ANCHOR DETAILS & MAX. SPACING SCHEDULE. 3- UOMPUANCZ OF EGRESS/ESCAPE REQUIREMENTS OF THESE DOORS PER FLORIDA BUILDING CODE TO BE DETERMINED By BUILDING OFFICIALS ON A CASE-BY-CASE BASIS. 4'ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL.)TO SE STAINLESS STEEL 304 OR 316 AISE SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 59018 WITH So t-i'YIELD POINT AND 90 kf TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CGDE SECTION S'ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY kW.S. D.1,3 AND 11-19.0 REGULATIONS WITH E60XX ELECTRODES,FOR GALVANNEAL MATERIAL,MID W/AMERJCAN WELDING SOCIETY A.W.S.0.1.6 REGULATIONS W/ E-308 ELECTRODES(FU-80k.w.!_) FOR STAINLESS STEEL MATEFUAL 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS To EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET if)OF THIS DRAWING. IAAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 10 AND ELEVATIONS ON SHEET 2 OF THIS DRAWING_ SEESHEET 2 FOR THRESHOLD ANCHORS,AND SHEET 2 FOR MULLION ANCHORS. 7.PROVIDE MAX. LOAD BEAMING SHIM SPACE AS INDICATED ON SHEETS.3_ B.THIS QQQR WJU. NOT REQUIRE E.THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON GENERAL NOTE 1,AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEET 3. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME.k THRESHOLD COMPONENTS INDICATED ON THIS DRAWING. 11.WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERTY TO TRANSFER LOADS TO THE BUILDING STRUCTURE AND, MUST BE SOUTHERN PINE W/0=0.55, AND SHALL COMPLY W/SECTIONS 24(1.3.3.3;2326 OF THE FLORIDA BUILDING CODE. 12.PERMIT, HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE SUPERIMPOSED LOADS TRANSFERRED BY THESE DOORS. 13. (a)THIS PRODUCT EVAt.UAPON DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SFECIFIC PROJECT:L..WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PZD,,PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS-WE CONTRACTOR'S RESPONSIBILITY. (c)THIS PRODUCT EVALUATION DOCUMENT(P-EZ.)WILL BE CONSIDERED INVALID IF ALTERED BY A14Y MEANS_ _(d)-ORGNAL-P-.E.D AR-THE-DATE,-'SFAL AND-SICNATURE-OF-THE-PROFESSI NAL-ENGI EER-CF-RECORD- THAT PREPAREDIT,- kA Tkz/K FLORIDA BUILDING CODE (RICH &NON RICH VELOCITY 11URRICmE ZONE) LOCATION AT PRODUCT IN ACCORDANCE ��ENS, 'I, 14. PRODUCT MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE AM SECTiON1710,5 OF THE FLORIDA BUILDING CODE Q)=D Tu=Nm DOUBLE&SINGLE SERIES 8080&4080 OUTSVONG CQbW0ctAL GALYA14HEM.OR ONE LABEL SHALL BE PLACED FOR VIERY OPENING. No 44167 '. __ /__Ll— STAINLESS STEEL FRAME ODOR F.p_ - FLUSH OR EMUOSSM 0 co Im-c. DAY13AR INDUSTRIES LTD F_ 775�E T=7180 t ENWHE-FRINO COMPANY 4�0 Wol�l 16 IXC. THIS DRAWING SHALL ONLY BE USED TO H W�l La -05E z 15 ­11. OBTAIN PERMITS IN THE STATE OF FLORIDA ...... .... Q; EV�67fffl WALTER M-LIr NNWA.LtZ'r SR r tI'-A^MAX,DVERALL »'-1 MAX OVERALL.- 0' VERALL � DET. CTYP� DET,L.J CtYP.7 s-0'MAX M1•0'MAY. BDOR VID'TH DOOR VIDTH w nNCHORS NOT REO'p ANCHORS QP7lQNAU DECORATIVE AT AT HEAD CPTIDNAG DECORATIVE 9 NQT P.EO'D MULTI-PANEL EMBOSSING oQ,q MULTI-PANEL EMBOSSING K D AT HEAD (PATTERNS MAY VARY) $!a ^r.ri fPg7TERtJs Y VARY) z�4 �,J y ux� D 9 s H x xp C 1' DOOR PANEL w asTRUCTCONSTRUCTION �SL MAY VARY n MAY VARY �a .�' (REF VOR PANEL a m (REF'DOOR NEL DONE / CONSTRUCTION DPTMNS'DSTAIL> 4 `i OPTIONS'DETAIL) / \ n - -]a o dgilwlnn �'cww°'� I U w f �ay�gSN CSIt4? x a. �yaaaw REF ANCHOR BONED ' f REF ANCHOR SCHEDULE RET'ANCHOR SCMED� �I REF ANCHOR SCHEDULE FOR MAX CORNER""FF"""11 FOR MAX SPACING AT SILL FOR MAX CORNER"'iii""'��111 FFF"`---"'---""-III---FOR MAX SPACING AT SILL DISTANCE AT SILL ON SNEET IO DISTANCE AT SILL ON SHEET 10 ON SHEET IO ON SHEET ID ,t NO 9 REQUIRED AT SINGLE DOOR. DOUBLE DOOR EXTERIOR ELEVATIONt SERIES 8080 SINGLE DOOR EXTERIOR ELEVA T IONt SERIES 4080 _._ • -,- ._... __ -_--_ _- - \'"'+ lti WWI fll firG y— i`� e'"•-''" �J"�4 FLORIDA BUILDING CODE (SIGH a:•NbN B7GH vELOIX7Y HURRtME ZONE) L�cFs ' v4 DOUBLE_^SINGLE SERIES 9080 h A000 74l � •:• OUTSWINO COIANERCU.I.,GALVAHNM OR OPJ.YM Sr NQ,Y ! `� STAINtE55 STEEL ITVRC b00R F.R.L 71: � 4 = FLUSH OR EWSOS5ED _ o• s? �gF�c_ DAYBAR INDUSTRIES LTD 77LU7 7SSTMC G•ENGINEERING GOLPANY SO WEST P-L W mP - 'T 15-05: R 'N0Ea OG aiisc«�Y n... aK oR x•ING n �,,rn1NAIL1ut"`O WtnTln U� J"RE sn= 2 cF MAX, A.S,D,' DESIGN PRESSURE RATING (psf-,) SCHEDULE FOR INSTALLATIONS COVERING SERIES 8080 & SERIES 4080 DOORS FOR A GIVEN ANCHOR JAMB TYPE ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS SERIES 8060 DOOR SERIES 4080 DOOR SHEET 5) (SEE SHEET 2) (SEE SHEET 2) 35 0.157" DIA.x9 1/2." LONG WIRE ANCHOR (SEE: DETAIL 1/10) +50, -50 +70, -70 36 2 PIECE COMBINATION STUD ANCHOR (SEE DETAIL 5/10 9, 5A/10) +50, -50 +70, -70 37 EXISTING MASONRY ANCHOR & E.M.A. (SEE DETAIL 2/10) +50, -50 +70, -70 37 EXISTING WOOD BUCK ANCHOR +50, -50 -1-70, -70 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 3/10) EXISTING WOOD BUCK ANCHOR +50, -SO +70, -70 @ W/ STEEL CARRIAGE DOLT & E.M.A. (SEE DETAIL 4/10) 37 CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +50, -50 +70, -70 STEEL FLAT HEAD MACHINE SCREW & E,M,A. (SEE DETAIL 6/10) FCHANNEL IRON W/3/8- STITCH WELD (SEE DETAIL 7/10) +50, -50 +70, -70 ETES ON -FRAME, HEAD FEQUIREM NTS 1, FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDING'S, DOOR HEADS SHALL BE CONTINUOUSLY RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7, 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION E, SHEET 7 & DETAIL 7 ON SHEET 10. 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY % -- ,g4aiN,PS HEADS-NEED-NOT--B BUIL-EXISTING ---HEADER,-APPLICABLE-70--S-CC-Tiff CANE ZONE) ATTACHED -EXIS-T- DINGS_ FLORIDA BUILDING CODE: (HiCH a NON IMCH TELOC(TY ElURRI DOUBLE&2;INGLE SERIES EOSO&4030 - 0PAVA Dy. JYSVANG CogmERCaAL OALYANNEAL OR STAINSOREFRAME OR SORE 'RE ick DAYBAR INDUSTRIES LTD F R0 S�; LO 0., \'��"Z�l 'C G7lecemco7.com biAVANC Ne IA N VETIL m".F., BILL OF MATERIALS,, ITEM DESCWTM HATMAL S=AND SPECS I PERDIE7£R FRAISE MEAD,SILL,JAMID SStm IBM)GALVANNEALED STE-EL+ T b� ;t.Fu421 r.OR AISE:04 SERIES STAINLESS STEEL DSTH 4653.TYPE B,W1TH ALO PAINTABLE GALVAKNEAL COATING <Fy=tSN:G F-1011,fC 2 DOOR PAML ASSENBE..Y 6LUSH 09 EMOOSSED5 GALVANNEALED STEEL,ASTN A924.ASTM ASW.TYPE 3,WITH A40 PAINTAXLE ffyx^k-.1,Fw604(�D G°ALSL 30h SERIES SfA2M.ESS GALVANNEAL MATING STEEL(F'y=i6k»4 Fu�101kcn. 4 THRESHOLD, HALER 4775 EXTRUDED ALNONUH 6063-TS WITH VINYL SIMPER 5 THRESHIriB. HAGER 5245 `V`TRUDED ALUI MM 6063-TS VITH VEHYL BUMPER 6 DOOR TOP/00TT0.N tEU Lfr875'x L439' tbp.(oASi')GALVANNEAL STEEL V.STM A&S3 VITH G60 COATING)OR S7AtNL.ESS STEIL IPOSI 304 SER M 7 DOOR SNAP-IN TOP/DOTIOM CAP,.L562S'X LOST 2080(OA;f32')GALVANNEAL STEEL CASTH A653 WITH 660 COATING)OR STAINLESS STEEL(AISI 304 SERIES) B CU NTINUOUS HINGE, HAGER WITH 780-2L,+HD 6063-T6 ALSDUNUK 9A FULL MORTISE HINGE(STANDARD),14AGER 4211-IZ79 STEEL TER MFR'S SPECS) 93 FULL MORTISE MEE(STANDARID,HALER IDD-n% STAINLESS STEEL(PER MFR'S SPECS) IIA FULL MRTISE HINGE OCAVYP PA=03-1168 STEEL(PER MFR'S SPECS) 10B RLI,MORTISE HINC-E OSEAVY),HAGV..TBD-1199 STAINLESS STEEL TER MFR'S SPECS) 33 Rita EXT!'D,vICE HAGER 1500 SERIES STAINLESS STEEL TER HFR'S SPECS7 F R(N STRIYEr HAGER AMP STAINLESS STEEL(PEP.MFRS SPECS) V/TOP LATCH 0452 L 114928 AT ENDS. SVR EXET DEVICE. HALER 4900 £S STAINLESS 17EEL(PER MFR'S SPECS) SVR TOP STRDCE, HAGER 4923F STAINLESS STEEL(PET.MFR'S SPECS)CYLINDRIC/LL.LOCK+ HAGER 5400 OR 3300 SERIES STAINLESS STEEL,TER MFR'S SPECS) DEAD DOLT, 1 GZR 3100 SERIES STAINLESS STEEL.TER HFR'S SPECS) 11MIT1SE LGSRSLT V/DEADBOLT, HAGER 3800 SERIES STAINLESS STEEL(PER HFR'S SPECS) SURFACE BOLTS HAGER 027511 CB'LMOD STAINLESS STEEL TER HFR'S SPECS) MDR NNIriGE STti_E RrORG£HENT(RECUD2ED BRA GALVANNEAL STEEL OR STAINLESS STEEL FOR MORTISE H1NN�S ON.ri 20 FRAME A)NGE REIWORCEMENT GMUOINED FOR sga GALvANNe,AL STEEL OR GTAI4LES8•STEEL MORTISE HINGES ONLY M ASTRAGAL STROKE REEWURCENENT Lego GALVAHNEA4 STEEL OR STAOILESS STEEL 22 FRS STRIKE REINFORCEMENT 4SSa(0474'7 GALVANNEAL STEEL OR STAINLESS STEEL 23 DOOR LOCK STALE REm (1oRTISE LOCKS 3500•X L664' 14gA(0474')Gu LVANNEAL STEEL SF(STAINLESS STEEL 24 CYLlNORICAL LOQ:AND DEAV9OL.T REINFORCEMENT STEEL.SATIN COATING ES IIDCR SURFACE 2047 REEWORCEHEND L6W X 23'x S' 14Da(0.074)GALVANRNEAL STEEL DLR STAINLESS STEEL 26 DOOR CLOSER REINMTIRCEMENT, 1.688'X 35'X ISLE'S' 14ga(0471)GALVANNEI.L STEEL OR STAINLESS STEEL 27 BUTTERFLY ANCHOR CLIP. ENA Wn-OOB STEEL TER MFR'S SPECS) 28 MASONRY VINE ANCHOR STEEL,Fy-+CkSL F0-56k.1 29 CLIP-IN STUD ANCHOR 20ga(0.05')ATH AG63 A-60 GALVARNEALED STEEL 30 ASTRAGAL VCATHERSYMPMG, HALER 8725 PER NFRS SPECS QIE3?RENE INSERT) 31 ASTRAGAL VEATHERSTRQ,PING, HALER 8745 PER YFR'S SPECS(NEOPRENE INSERT) 32 PRESS-UN vCATH-JNSERIPPING, HAGER 7265 SILICDME,smr-ADHESIVE 33 PERRIETER VEATIMRSTRIPPING, RAGE?891S PER MFR.'S SPECS(VJNYL BUXPER) 34 MOOR SVEEP. HAGER 7705 PER NFR'S SPECS(VINYL BUKPEPD 35 WIRE MASONRY FRAME AM(ORS STEEL V/}SEN.YICID STRENGTH-40.21(et AND HIM,TENSILE STRENGTH=95.9 YJ 9 1/2'LONG X 0.157'.NIN.DIAMETER 36 LUPIN STUB ANCHORS(2 PIECE COHumnm, STEEL,ASTH A-653,A-60 GALVANIACAL 17/9'X S 5/3'X'20 GAUGE CM MW V/MIS X 1 5/6'WOO SCPEVS. 37 FJMA BUTTERFLY ANCHOR TART OPT1-0087 STEEL 10 GAUGE STEEL SATIN COAT. 38 8'LANG a 27-5D NAGtR SURFACE BOLT STEEL V/USS26D FINISH ENGAGED TO THE DOOR AT TOP AND BOTTOM TO HEADER P.THFESHOLD P.ESPEC7IVELY k FASTEMED TO DOOR V/t4)010-24 x I V2'THRU DOLT EACH CONNECTION 39 VON DUPRIN 49934 REHOVAILE MULLION 0125'THICX A 500 GRADE D STEEL SECURED TO 449 STROKE ALA:£VITA(8)5/16'i'+-texl'tFON.)MACHINE SCREVS. 40 CAULKING GE SILICONE 11 SD..ICONE AS SHOVEL ON BETAiL - -: M1i SURFACE STRD(E REINFORGE7RlfT 12 GAGE GALVANNEAL OR STAStvLESS STEEL, - 12_CaAGE_(0.097-HIEN(:(15t`.,-X-1L8%5'�i.2+TEG'<SFE'SltEE7 4),f- -- -- USE A7 42 MULLION 3)TTING - _-- •_�/(♦I",� FLORIDA BUHAING CODE (MGH &NOt4 .$!GH 4ELOCV MCURRICANE ).ONE) • i•• •`f�'!/i SN SISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksi 2MI TV= G DOUBLE A,SINGLE SERIES 6080&4050�N��': .� oUTSWilio COMMERCEA.L.6ALVANHEAL OP. oaix+,3Y AND Fu- 101.38 Ksf ^y:' Np, = 5IAMFLUSSH OR�L9ossEo CDR F.s.L 7:0 == i L.1 trac. AYBAR TDDATE C? K E 6 o DINDUSTRIES L 7ILUF T8'STING x ENGINEERING COI.IPAFlY ,0 Y'�"f IXCVE ON)lrfi'vt •. , a:,�:rc ace,n.ma aro.Ix:+Ns(cvsOc.r.aarAa oN GINiC.4 t,ra 2H 15-6—G '".c j rma,r ryA:t+uro.^n.Fw:(1r,N.>-,.srr *n:oos esu-:oca nc: sss-a0oc 56 %F�,. 0/�lDP (.� a- Nt GtlAtoObnlsam aRAwiMc NA �, �\+. �EB..SSOjs77s n(aam�e aY.w urt / fj G)�t�'t M3`UZMA �—i+�'IPI QNE SHOES 4 OF ..:...,,,,:..�..,-..-<w�.�,.—..-....�H:,�.,...e..,.ew _.__ ...u.�K,:a»aw.ww..::au=:.._�'^".. _. "�'-_.w.,.nv:,w,:a<rF.=...�,.-.sn+':r::=�........�•:_.—,5:.-.....-._....T......u...r..a::w.r..._-.w+:>,ra.....-+:.�.>�L-.a.=.,r.-.......u..,e,-_.,.........r.�=..:_..5�,.*.*.,.,,,::.._..� - _,v,:..s„=.,.N.:.��.,:,».,�,.m�:..-r<.X_,,.,,,,a,...,....._»..w.,,,..,,...,,�.o=..,.. 01. Z THRESH9LD(520S) W C r I -4 33 EMA BUTTERFLY AMQHf)R (DPERrMf:TE,P FRAME SEEM MW ANCNOn (0.1K so Ilr 1.000 W Roam F.A 4� Kv'Ey -4 w FOR DETAILS 2/10, 3/10 -4/10 & 6/1Q THRESHOLD(477S). CMATMki,10 GA Skntl carr , 1/2'�.0 SOLT 0 my — EL INF anr— BIRRE —Tv — 11A L .MOTHER mwt nvoTHv Sg� To PW sw x J/Z ROLM TOP/BOTTOM CAP Q LEAF TO E SURFACE BOLT TO ANOTHER PIECE 38 FRAME HINGE REINF, &STPAGAL,) 31 ASTRAGAL SEAL(674S) ON REMOVABLE VN640R�FBR DETAILS '�T55A/10. knv. c-JPW�,D lq�op C`W� MG. 30 muazoN SEAL PERIMETEP BUMPER 1;IJ fill,, rLORfDA BUILDING CODE (HIGH NON HIGH VELOCrTY HURRICANE ZONE) R 4 !,/, @ ASTRAGAI 02— DOME&-SlNrLLE SERIES 8060&'I.Oso -- OUT$'�Mo COM.%4ERCI".'-a 0�" '�:TP ALYAN EAL OR vwnL }Y STRIKE REINF -1 1 STAINLESS 5TEE7.FRWE DDDR ML FLUSH OR EMBOSSED 34 Mop SWEEP DAYBAR INDUSTRIES LTD 15-056 COMPONENTS 661 61 u k14 REP SECTION BETAILS FOR (,;RT NMn%p Doc,r AT TO?&MTT04 AT LOCK Am MINCE STILE ISD.GALVAMHEAL OR p9 FORMED USING L, STEEL CHANNELS, aEF Seclwou REINFURC010TS STAINLESS"VEEL.71:11 FLUSH OR T"'IS" X""X ,g"00'X ca 0.076' DETAILS FOR MIOSSE,�H INNER,ISO, . 078'> Hamor STILE REINFORCERENT SILI=E It e.Top C LncK SYTLE--� 'PAPER HONEYCOMB PILL(314-CELLS) Ai a' "TO VDW:SKINS PX HONEYCOMB_ FILL EUXID TO INTERIOR nme SIGN 3,'C. SURFACE 20L7`R.N1, REF SECTION DETAILS FOR qV)�RT ST CLI) TOPAD C(e E�,RTM POOR SKIN CLIPPED 7 711P CHANto- O.C_)LOCATED SHO TTU14' WNEFr APPLICABLE) STEEL 5A i:�T FORMER USING CHANNFLn REF SECTION LOW.AND HINGE STILE GALVANNEAL OR O047a,� MUMCEMENTS CUTER,I DETAIL FOR cl,urm MINIF, STAM29 TIM SHIN,FLUSH ION,L501 X IV X 14C.G107411) HINGE smt =7-= SAM"P11"T", EMBOSS FCNISH CEMENT m T A CHARNEL WHERE API'LICCASLE) D`N oa°oO . .. ..... /RE[ ........ .. .. .. . .. RSURFAC BOLT PEDJF, HINATER-11;DOOR SK114 MhErC APPLICABLE) 5,FROM LCCK STILZ­� -STYRENE FILL \263a"aF TH POLYSORIDA EFILLPQFIENSrTYX SMALLCOMPLY W SECTM14 W45 &GLUEYTO INTERIOR TIMOR SKIN Tzvr a DCTArLS FOR FIBERGLASS INSULATION VERTICAL INMRLGC�ING GALV STEM.RM. TYPICAL PM FORKED 'ITT, L' LDECTM FILL B`�_ ROSS AT 3'FROM EACH STILE&S'O.C., USING(a)INTERLOCKING 111.21T.I DOOR AND HINGE STILE10 jjA.-- �11, VALV STEEL CHANNELS, VELMED TO BOTH DOOR SHINS AT 6'O.C, -LIE,%1-3/4'x 209.(0.04W) REINFORCEIiENTSSTAOJLESS LUSH OR XNCL VFFN Ga FT.+ ?' Up EmBgs M cmcm;n REF SECTION DETAILS FOR HINGE STILE __-ENT TYPICAL DOOR TOP & BOTTOM 41 AT Exv�_61 ac,Typ_—__-__�k -- 1 QC.TYP�l AT END-�-- STEEL RIB FILL CONSTRUCTION (VERTICAL SECTION) DOOR PANEL CONSTRUCTION OPTIONS {HORIZONTAL SECTIONS) JA FRA I FRAME I S OFIlDp, ey (/3 WOR STILE HINGE rR j A A,r W W.in,x tv 1-3 9 FRAME WIta REUKF, lilt 1111W VI L lz�3:x 9.75 __cj z !7r iliOIR 3 z stp.5113 -T-� -EACH HINCE.LEAF-XT� 42-2,X I/r SCREWS FROM TOP&BOTTOM qGH VELOCITY HURRICANE ZONE) OC.THEREAFTER (8 CH KNEE PER FLORIDArLORIDA BUILDING CODE (HIGH &NON H �E z TOTAL P R HINGE) iD.,3 rmxo N. DOUBLE a SINGLE SERIES zozo&1080 OUTSYANG COWMMZC:AL GALVANHM OR WYM IF STAINLESS STEEL FRANC DOOR F.PLL a HAGER T11111TUS cl EXR�E=A (o MORTIS mff,Gp q FLUSH OR C98OSSED EXT TDR BUT CON BI DR I ROD RINGE,760-224-HIt K HAGER <4.51 X'%, 0+/14/ ){AGER ISO"OR 01199 DAY13AR INDUSTRIES I Xm SECTIONS AT HINGE STILE <42,x 45,x 0.1807 Mir TEmNo tt natmeziuNa compAWY $D�� M. V, .4- -051 M, )-- — F 15 WALTER A.77Ur".P-P SHEET 6 0: a ORJGA 1,�_f 441 V7 UREDMIN. 2-2'x4l CONCRETE WOOD PLATE REQ'D. HEADER i/2' MIN, GYPSUM WALL BOARD OR PLYWOOD SHEATHING I (BEYOND) 45 deg MITERED JOINTS WITH (5) - KNOCK-DDWN o 03-- & 33 CORNER TABS. OPTATIONAL: WELD 2' FACES <Z (GRIND SMOOTH) & 33 SEE MULLION INSTALLATION to APPLICABLE SHEET 9, AS M f Q BEYOND x z 1/7 ER:TAB13ED FRAME CORN KNOCKDOWN ASSEMBLY Lij CONTINUES SAME 7 AS SECTION D-D Ld (AT BOTTOM) :z: SECTION E-E STRUCTURAL Z STEEL CHANNEL ;K STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO R 11 . MIN. 18 GAGE CARRY 174 #/FT & BE REVIEWED BY BUILDING OFFICIAL o < cu \—- -SEE DETAIL z l > 7/10 T1441'N' x Ld I LLJ Z: & 0- LLJ x "4 0 R0�' LINE 0 ®R ...#4 .r $/0�4 -POUR - CONCRETE 3/16'0 TAPCONS FLORIDA BUILDING CODE(IlIGH &-NON HIGH YELOCiTY HURRICANE ZONE) REQ'D (R 12' D.C. MAX. DOUBLE SINGLE SERIES 8060 X080 08C' - OUrSM41 COMMERCIAL 0ALVAXNE'L OR D ML M SrAINLESS STEEL FRAME DOOR SECTION D-D --- LiSOSS FLUSH OR EMBUSSED L CONTINUES SAME I M C� SINGLE DOOR DOES NOT NEjp_a�j� AS SECTION D-D DAY:BAR INDUSTRIES LTD DA� LATCH ONTO REItLFUULD TiLur rcsymc ENOINMRING co"PAHr JAMB (AT BOTTOM) V.�-W"93? S�a 7 or SECTION B-B MLMR A 7XLff J"6"7F @)RIM EXIT DEVICE) W STRBIE FLAT ;EE SHEET 9 GROUP 9Apf-%10, QNEAD FRAHE CGi011T HEAD FRAREQ GASKET AACY-FILA r«r1k, 3LOTS SVR IOP STRME, HAG 4500 INTERIOR Fu-• INTEP.IOR ;GR 361 C '1 DRRCED TO RECEIVE DOLTS NRG€A+923F{ w U JnMn FRAME 7 > }, S JDOOR x HAGER a920F � _("i -t•Y OL PFHEL til Si' W w t z J EXTER TXN HAY VARY , - y EXTERIOR G F Mxs sV 2) EXTERIOR 0E SURFACE BELT $VR TOP t ,a + �.___ @ SYR EXIT'DEVICE+ HALER 275D, LATC7b EL'' rjj ___-•"__y HAGER 450L SERIES H•LDiIG 487 HAGER 4928 fI ASTRAGAL t+))lid-2.V d'!j. SYR EXIT DEVICE!IEJ SEAL YRRU B014 EA Qy)/<-20 -- HAGER 4500 INTERIOR ERIOR INTERIOR ( HAGER� TXRU BOLTS SERIES / 87?.S U JAMD FIRAHEQ {Ld, w b a r \H y r / F- W ~ PANEL t ea�NiL SURFACE BOLTS- SVR EXIT DEVICE X tpttUtsitlirrylrtr EXTEP.TRIM MAY VARY VERTICAL SECTION AT DOOR HEAD > IREF MFR'S 5PES) I { EXTERIOR > EXTERIOR -- H HLUCKSET, CREFFFR SPEC HAGER'3800 ERES a M aa 3w�a .- L � _ Q RICER.3 00 ZERT, ASTRAGAL;EAU w to .. r •• }RAGE?3ddD SERIES Y GER 87<; `[oRtoa vPKB FRAME 7 LEVER OR � � SVR T➢P^ ' S'• `,� 0 TfiROV INTERIOR GCEF ri�R'S Q HG, STA 6§SURFACE BOLT A l// u'dt�j�i DIS7ANCEi SPECS) INTEP,IOR DEADBOLT- - HaGER 275D, _ LATCK•-3/4' i S'LORE(is) y DOOR PNIEL 01 am PANEL ATS' - G47 Sib-24 AR L/.TS O.C. I— TMRU BOLTS EACR SIG T18RU 9�TS Cy `z �" = x LEVER OR YNOB MAY VARY — A H' N� O.0 RE1NF EXTEP.IDF2 CREF lr.25 SPECS)...- EXTERIOR �� i DOOR I=S LE � O RElNF j ASTRAGAL SEAL QS CYLINDRICAL lAp:+HAGER 3100/3500 SERIF'.+ CTL LOCK,HAGur NAEFR 3745 5,lHREarytOLB+ REF ANCHORS REF ANCROfS ($I2"'AO90LY+HAGER BiOd SERIES 3400/3SW SERIES V�477,1 ttLiTt SCHEDLtE FDR TE'SiESHp-➢' SC}{E4S7lE FDR ,�,,�� DEA➢BOi.T+HAGMSILL ANCHOR5 HAGER 5,95 SD,L AfIINLRS UUAffA FP1a+E 1 U 3100 S S PECEIV DOLTS TS Z. A RG SHEET]U LJ y SPACING SH-LEVER OR 3d KNOR HAY C3 'J 'EFIROV VARYAR MFRz '� (a SURFACE DOLTS, T DISTANCE+ INTERIOR SPECS> ,,,I HAGER zi5n INTERIOR SURFACE BOLTS SVR EXIT DEVICE BOLT-t' L< LAT9 - �� L { I DOOR PANEL PAS- i 4 I VERTICAL SECTION AT DOOR SILL -- - r+ vRAME sta�CE � FLORIDA BUILDING CODE(HIGH &TdON$IGH VELOCITY HURRICANE ZONE) ?- F F3 EXTERIOR >- EXTERIOR U U LEVER OR KNOB HAY VARY puts"''¢'D"� OUT$MNG COMHEREaL GALVA64ZU.OR (REF MFR'S SPECS) IES W DOOR CALK ST E SThINLFS SRR EMBOSSED ODOR R£OR:� Pt175N 0R EFSH055E0 SECTION AT LOCK STILE (SINGLE DOOR) 12 S S 1! 111 C4 sue- DAYBAR INDUSTRIES LTD °`ATE ECTION AT LOCK STILE (DOUBLE DOOR) $ SCn1&3'a I'-0' Hnil:¢NTAL SECTIONk 13 15-056 3'n 1'-0- H17P"IZCNTAL SECTION 0,WT �C'_JAN�)K R/llr F n NIS py�Gj pl G CAua)dr_w.w. [a•<J><%+-rs+r m.uns czs-0000 rAT:DNisa 15-056 --mrzs+nto�ecwAt on ora ANc Nr E8-G . R'/J.77t.nWrJr.v FZOR24 I%'-�/44rb7 SKEET S CE E620 FITTING An cPa va'-2a EXTERTQR MA 5/16"-16 MACHINE SCREVS i MEAD MACHINE TO P,OUNT COVER (4)5/I6'a S.DS SCkEVS TO HEAD(] STEEL ;J Mil_l7 'C LOVER i{}HERO 4I 3 0' L l i FULL I 1 Al ^—" I FITTII.'Ca sTaL. (DHEA EXTERIOR 1 f .a62D TOP 52 © 1111 ( ISULLION FL'1NG D 8620 FITTING �i...�/!.—� STEc.. 39 V 111 F O¢SPTZCL. CONNECTION RT TOP (PLAN) SECTION EXtERIQR EX7ERIQR EXTERTIIP, 4 MACHINE SCREVS E H-cAD&Ft170R yl r i 935203OMM(iT S/L6'-IE%L-La^ HULLIDN FZTTIN SYEEL 1 39 t (4)5/16'x1 5/]6' gG20 PDVER FITTING POURED CALK-IN ANCHORS N" - O& 8620 FITT- 2.76' CONCRETE '•D,• 3.50' REQUIRED IS METRIC NOTCH 'x3.0' 39 S4?VIVO-I8 PDVERS FASM ERS CALK-tN ANCHORS W/1'819 EN3EDHCNr CONNECTION RT ISOTTpI! (PLAN> SECT KwAilMiuil" STRIKE PLATE 499 GASKET NGN3bt EA.SIDE LIO TOPHUL ON CALx-IN ANCHOR M620 BOTTOM MULLION FITTING STEEL NOTCH OUT 2.G'30 rnTMTo zTo a�PaTI �1�FS L` i ULL FLORIDA BUILDING CODE (HIGH 4 NON RIGH PELOCRY HURRICANE ZONE) pm,a Term we DOUBLE II SINGLE SEMES 8030&4 D EXTERSOR VON DUPRIN SERIES 9954 OUTSWING COUMERCIAL GALVANNEAL OR OpAvix Dr: _ SUINLESS STEEL FRAKE DOOR RR.L MULE Mt R gA_L (Wl 4.99 STRIKE SLATE) i FLUSH OR MMOSSED _ MULLION INSTALLATION DAYBAR INDUSTRIES LTD �oAr's ITLLlr TMWO&fNCIA'IEMNc COMPANY s0 AbT owl mll—N, c=enLsr 56 M. a ses �-neg0 s ens.au-cza+ tima+F, FD-0o0c:do-,tottan OF.tYANC No 1aVAMP% FLGR7Rd U'./1"76T IM s� SrtCEf 9of T( 4 POURED CONCRETE 08 REQUIRED TO BE WOOD DOUBLE 2'xS' WOOD STUDS REQUIRED TO BE WOOD DOUBLE 2'xS'WOOD STUDS CONCRETE BLOCK GR0IJTID CONCRETE G a 0.55 NAILED TO SHEAYHING REti'D. }t/G=0.55 NAILED YD SHEATHING REO'D. 1tALL RED'D BLOCK WALL REQ'D. MAX. 1/4' (SPECIFIC GR4\?1Y) PECIFIC CRA SHIM SPACE MAX,HIMIAC ( �� MAX. 1/4' o - = SHIM SPACE _ - SHIM SPACE A. JAMB Q J (SEE SHEEP S) a 3 � (SEE s1iEEr 5) j (SEE SHEET s) 1.SDOD _:d GROUT .- .x 0 E4.. O Ea. O LJ SPOT SPOT SPOT a WELDS WELDS WELDS 3 l..t Ea. d Ea. E.D t q' t JAMB I JAMB _� `�\ I JAMB CONTINUOUS �{sg CONTINUOUS CAWS °' ° 80TH CONTINUOUS CAULK CONTINUOUS CtUU( d TH SIDES(TYP.) BOTH SIDES ' SIDES(TPP,) 1 vz•� TH SIDES(7YP.) �____�, �,) s' RTAR 4'MiN-^-i ,roM 3/a"FLATIHFAD STEEL 9 3/a'X 6' WOOD CARRIAGE IBOLT STEEL SLEEVE A14CHOR SCREW LAG BOLT W/NUT AND WASHER. {(O tTSS FILL AMBWIRE ANCHORS WITH HOGROUT MORTAR ASTM 0476 Vl/UINCOMPRESSIONl0STTRENGTH < 4�INSTALLATION OF 3/8"0 CARRIAGE ofi ZTa>�I(SEE SHEET 5) �INSTALLA T ION OF 3/8 � LAG INSTALLATION OF `� SCREW R TO WOOD FRAME WA. LLS BOLT - TO WOOD FRAME WALLS WIRE ANCHOR SLEEVE ANCHOR TO 3I tUC DaaR MUDLE Map INSTALLATION TO MASONRY WALLSANCHOR SCHEDULE ¢ JABS aILL JAMBS MASONRY WALLS 1D MAX 1/4' �} DETATL ANCHOR SUDGTRAE aar,Yig!TmsPAalra;CORNER SPACING coR RS SVACMG CQh.1T_RS VLCWO SHIM SPACE JAMB yg LT»E 2n0 GS.HASa.HRY 6• 18•D_ 6' 21'CL 6' 11:'OC ¢' PJ•CC QM.DOUBLE 2'x5'WOOD MIN.F/=3vw STFll. ve'naLr a rwT srecL s' rz'a. a er x 6• Ir ac a' a' GHANNEL,W M1N.-•.� SPOT`A'ELDS 6/39 SPUDS RC G VI G�SO.S j \ vLO 3/0'LAG Sf A, vwD 6' 1 l2'OC 6' 1b'cc 6' I-G, (SPECIFIC GRAVITY),AS SHt1wr1 OR�HiN. tS GAGE WEB O DOUBLE IS GAGE METAL STUDS CFy=33 KsD SAD clip-IN STUD ANCHc.'Y.. 103D STUDS N/A T U'Oc N/A s- v Gc 0.514 .46o�J JAMB tO 3/8'0 BdL7 1.875 I rJAMB 1� &NUT sanD tDDI w sr1D Anw.s rerL N.A T IT'Dc x/A v IT-GG tV� SPOT WELDS vLe HASDNRY WIRE w,Salxr H/A 1G• 16'ac N A I¢ a as >� ono Duscr vpy S?EA N/A a• El'vc Nin ¢' e1.OC (SEE SHEET s) Q� \ A GE SILICONE B ll-D/7 3na'TAP041 IT1U➢tl➢SIX y E[E OR SEALANT ALL AROUND ANCHOR NOTES: s HHUNON ea MXW AND MGE ncrrANa V.UDE } :i.H�EO,FOAH,. MIX,JAN Pl VW_L FNRSHE+. ,{ L SEE E.ITERICJi LL AmHTt G ANCHOR Sb1EDULE FCR anaulR �1 LOC4TICtS N1D/62 SYApNG 7.CDNC t.l HOST COMPRESS ACAT HAVE s.6asD =D.6e5 INSTALLATION OF 3/84 �xwMOO ass LIN CO=bl.S VE STFSC GD F,H. KS .TO STEEL CHANNEL 3.Eo knq SC MX RI S 'RAKE ICDA WITH"N aA oHpu anourr. ee ASTH csv aLvo I.S75O 3.ANCIOR S(71EDULE GLUES Y+1X"aHUN COFAFJt DISTRNCC A[LD SAAGIN'G 8,Arai 19St srBvaTtDa<S CAL E AGE VELD 4.AHCRUOZ SHALL 8E❑1STALLM IN ACLVRDANCE VITN S[I.1IHEPJi Pllt2'G=0.73 DR Gc�TER DEN:RY. �AN�GE SILICONE II �'W� .RERV W'cma!ENOAnONS A VHEfiE�LS'7ING SPRLCrifi:.IS w® CLIPIN STUD 1 f8w 3f S°=-t'.Z� O.U�5 IN SMEEN 3/8•SLSEVL AI,Tl Oc TMRS FOR InTALLATDs4 TO Ka3�EM m FNWItiG,�'iTit%'i C[NDITWNS n4Y VARY.TlFi,B �-'•''�I"'� "('-�':s; D ANCHOR YIELDS ALL AROUND GM T- LLEP VERaY THAT FASTEN'FStE ARE ixTD ADEWATE va¢o (SEE SHEET 5) JAMB OR DLDcIc FRANIMB 1+1.(KERS,Har HIM rLYvcGO nutDa 3t8'RED MCAD DYtIAffiR.T 3.EEYE AYCHER I0.STEEL'SJRSTRATE SHALL HAVE l9ga..USI HMO WITH RED H of rIAM 2-LE E Ep4T DISTANCE HW THTC AFBs. (4)�{&wj t-i j4'MIN. 3/D'wLr]lec SLEEVE a-VTV IN I-v4• AN ENDED, THREMED PENETRATION CUPIN STUD <•MIN. EDGE nIGTA�u. IL McwNE SCREvs USED WITH nA--E F H.H'Q00 SC(L�ViB ANCHOR MIN_FY=33KSi STM 3.3/8'LAG SCREWS STALL HAVE 21 YTH EMU z i✓2 "IN EDGE Al�imas 3tALL PAVE xAu+Uii CF 1/2'ENGAGEACa PER ANCHOR _ SEE SHEET 5 CHANNEL,W/Mibi. __6-TIGtEADs __ ----( -) - -alt RmE rEW Isa'1/ HIN MM - . MIN: UMWALL --_ '� --t -G G _ - _ _ _ _ a_A E�IYtB AAAA._ _ .:--- -.--- - -.. .. --'� DFTANCE T VITT.V1CY21-5 ARE 6vtY APPL2Ct.DR.E HOARD OR PLYWOOD _—. `"\yIU1iSIH711g/lftJr/ AAT Jam SHEATHING(TYP,) lv ���R.kt:,r� if/i/ FLORIDA BUILDING CODE(HJGH &NON RIGH VELOCITY ECURRICANE ZONE) 5 ( 1�` e'A 1GE1V moi` ms rn=I�+0� DOUBLE&SINGLE SERIES-8080&.4030 �. `'/ \ SF '• i OUTSWING COWMERCIAC GALVANNEAL OR oanmt�: a INSTALLATION OF JAM �Ln= ' �, ? STARLESS STEEL FRWE DOOR FAL - ;.r IR1'] }-- -- FLUSH OR EMBOSSED --64-71-71S INSTALLATION OF 2 PIECE STEEL CHANNEL THRU V/ELDING =st. �f EC( INC. DA BAR INDUSTRIES LTD COMBINATION STUD ANCHOR =-�:�/ vAr' •SI / f ZT r TEStTNfl A ENOINEERJNG 004F,11" x%'aT DCS.E Df41N(WL INT❑ WOOD FRAME OR t p4. ,w;I a -'kw-vu, TM sD,0 O T.�'D ` 15-056 METAL STUD WALLS ANCHOR DETAILS) �`-,,ass?°�'°�,��`��` °- �G��Ig �.„ „� �.w � „„ IM'MNC No r/�rry dNAL� tit�� WaWR04 u�J 1667 ' SHEET is art