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HomeMy WebLinkAboutProduct Approval Florida Building Code Online 4/22/16,10:48 AM fitw+aau li p n ° � ® • 3 ., Florida Depaltmentof BCIS home I Log In User Registration I Hot Topics I SubM!t Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map Links Search Bu,ines. (� Professi nal + � FUSER"�li"pPr°Va' Regulation Product Approval Menu>Product or Application Search>ARDlicatlon List>Application Detail l-ii"LB FL# FL14941-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L' Product Manufacturer DAYBAR INDUSTRIES LIIMITED Address/Phone/Email 50 West Drive Brampton, NON-US 32817 (905)625-8000 dodson@daybancom Authorized Signature Dodson Mark dodson@daybar.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ✓., Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr., PE the Evaluation Report Florida License PE-44167 Quality Assurance Entity Intertek Testing Services NA Inc. -ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2019 Validated By Steven M. Urich, PE v' Validation Checklist-Hardcopy Received Certificate of Independence FL14941 tR2. COI DAYBAR INDUSTRIES LTD C.I. 15-056.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.flpridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquZRj59%2fDrx2ynkNHFARutHvsIJMz5nQKsTLB7d0LoSiQ%3d%3d Page 1 of 2 Florida Building Code Online 4/22116,10:48 AM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 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 4080/808U Steel Doors Outswing Steel Door System (Singles/Pairs) (Paper Honeycomb,Styrene,or Steel Rib Core) (Approved for Water Infiltration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14941 R2 II DAYBAR INDUSTRIES LTD. DRWG. 15- Approved for use outside HVHZ:Yes 056.pd Impact Resistant:Yes Verified By: Walter A.Tillit Jr., PE PE-44167 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to approval drawings("installation instructions") Evaluation Reports for allowable product sizes or spans,design wind loads, FL14941 R2 AE DAYBAR INDUSTRIES LTD P.E.R. 15-056.gdf installation conditions,anchor spacing,component dimensions, Created by Independent Third Party:Yes and other installation requirements and/or limitations of use. Back Plexi Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 emails 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 Departrnept with an pmail 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 Approval Accepts: _' [�_j ¢Check M securitvAlITRICti http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXgwtDquZRj59%2fDrxlynkNHFARutHvslJMz5nQKsTLB7dOLoSiQ%3d%3d Page 2 of 2 1 L I ECO SNC. TILLIT TESTIRIG & ENSIRIEERIRIC CtIMPAPJY WALTER A.IMLTT,M,P.E. tdteco@aol.com FL P.B.License No.44167 FL E.B.License No.0606719 CERTIFICATION OF INDEPENDENCE (Rule#61 G20-3) EVALUATION REPORT NO.: 15-0416.01 DATE: April 16, 2016 PRODUCT CATEGORY: Exteriors Doors PRODUCT SUB-CATEGORY: Swinging Exterior Door Assemblies PRODUCT NAME: DOUBLE & SINGLE SERIES 8080 and 4080 OUTSWING COMMERCIAL GALVANNEAL AND STAINLESS STEEL DOOR FLUSH OR EMBOSSED SUBMITTED BY: Daybar Industries LTD 50 West Drive, Brampton, On Canada, L6T 2J4 Dean Sir(Madam): This is to certify that this Florida Prmfessional Engineer, performing this evaluation does not have nor will acquire, a financial inteaest in any company manufacturing or distributing products for which the reports are being issVedL This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificate ,i Agftendence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167),b�F hkn f jtj7 Wco, Inc.:(Ffforida EB-0006719). EN c lopv • o �• • ••� - SOON M. r`II /rS� 6355 N.W. 36th Street, u1te 305, Miami, Florida 33166 -Phone: (305) 871-1530 -Fax: (305) 871-1531 ./Tr 1_ ECO lmc. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JAR.,P.E. til CCO&ol.com FL Y.E.License No.44167 FL E.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0416.01 DATE: April 16, 2015 PRODUCT CATEGORY: Exteriors Doors PRODUCT SUB-CATEGORY: Swinging Exterior Door Assemblies PRODUCT NAME: DOUBLE & SINGLE SERIES 8080 and 4080 OUTSWING COMMERCIAL GALVANNEAL AND STAINLESS STEEL DOOR FLUSH OR EMBOSSED SUBMITTED BY: Daybar Industries LTD - 50 West Drive, Brampton, On Canada, L6T 2J4 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tiilit,Jr., P.E. (System ID# 1906)to the Daybar Industries LTD, Rule Chapter No.61620-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being,issued an (Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT(P.E.D.): Drawing No 15-056, titled "DOUBLE & SINGLE SERfLS ,gQ „jand 4050 OUTSIWNG COMMERCIAL GALVANNEAL AND STALL p`.5� --daOOR FLUSH OR EMBOSSED" shee's 1 thru 10 , prepared byt 1.1 Q_rS and sealed by Walter A.Tillit, Jr., P.E.; dated 04114/15 Thin : rl'gIN.�t�gr part of this Evaluation Report. 0 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305 5153 ... a -� ) 871-1531 PRODUCT E ALU,ATION REPORT IYQ.15-0416.01 2 2.2. TEST REPORTS: Large missile impact and cyclic loading under Florida TAS 201 and 203 Protocols, as per section 1626 (of the Florida Building Code_ Uniform Static loads in accordance with and Protocol TAS 202. Test reports prepared by Certified Testing Laboratories Report No. CTLA 2045W, No. CTLA 2046W-1, No. CTLA 2045 W-2, No. CTLA 2046W-3b signed and sealed by Ramesh C. Patel, P.E. Tensile Test Report No. 4BM-144 by QMETALLURGICAL INC., dated March 2, 2004, 2011, signed and sealed by Frank Grate, P.E. 2.3.STRUCTURAL ENGINEERING CALCULATIONS: On Exterior Door for maximum anchor spacing vs. design wind load and door span based on rational and;comp,1rative analysis, and in accordande with section 1616 of the Florida Building Code: Calculations prepared by Tilteco, Inc., dated 04/14/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. 4. WIND LOADS RESISTANCE: ' Exterior Door has been verified to sustain wind pressures. Maximum Door Dimensions and ASD Design pressure rating shall be as indicated on sheets 2 and 3 of Product Evaluation Document(P.E.D.), drawing No. 15-056. Maximum Anchor Spacing shall be as indicated on sheet 10 of Product Evaluation Document(P.E.D.), drawing No. 15-056. 6. INSTALLATION: Shall'be performed strictly in accordance with the details indicated on sheets 2 and 6 thru 10 of Product Evalualtion Document(P.E.D.), drawing No. 15-056. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 4 and 5 of Product Evaluation Document(P.E 1 4rawing No. 15-056. Anchor specifications shall be as indicated on slip °� ��'e ,rct Evaluation Document(P.E.D.), drawmg'NaL 15-056. `00 d "� M y • � 4 J101 �r•°ti+71►iljAflft�� PRODUCT EVALUATION REPORT N0.15-0416.01 3 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compMance with General Notes No. 1, 3, 8, thru 12, indicated on sheet 1 of 19, of Product Evaluation Document (P.E.D.), drawing No.15-056 prepared by Tilteco„ Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, or outside of HIGH VELOCITY HURRICANE ZONES. 7.3. Product shall only be instagled into poured concrete, grouted concrete block, wood and steel frame structures, as limited and defined on Product Evaluation Document No. 15-056. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). � Qom.•.......... />' __ 0 YE OF ORIS ••'0 vet GENERAL NOTES AND SPEC F'ICATIONS: 1. DOUBLE&SINGLE SERIES 8080&4080 EMBOSSED OUTSWWG COMMERCIAL GALVANNEAL OR STAINLESS STEEL FRAME DOOR SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN SETS COl\1�NT: ACCORDANCE WITH THE 2014 (Sth EDITION) OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. SHEET #1 INDEX, COVER SHEET & GENERAL NOTES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620& 1608 OF THE ABOVE MENTIONED CODE, USING SHEET #2 ASSEMBLY ELEVATIONS No 1 & 2. ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEET 3. SHEET #3 MAX. DESIGN PRESSURE RATING (psf.) SCHEDULE. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST SHEET llll4 BILL OF MATERIALS. REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE T! - W/MAX. (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. SHEET #5 COMPONENTS. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626& 1609.1.2 SHEET #6 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 2045W, PCTLA 204SW-1, #CTLA 2045W-2, $CILA 2045W-3 AND AS PER SUBMITTED STRUCTURAL SHEEN" �{8 HORIZONTAL SECTIONS & VERTICAL SECTIONS AT HARDWARE. CALCULATIONS, PERFORMED AS PER SECTIONS 1616& 1604 OF THE FLORIDA BUILDING CODE. Tf 2.ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHIFTS AND AT BILL OF MATERIALS #9 RIM EXIT DEVICE W/ REMOVABLE MULLION. S (SHEET 4) OF THIS DRAWING. SHEET #10 ANCHOR DETAILS & MAX. SPACING SCHEDULE. 3. COMPLIANCE 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 BE STAINLESS STEEL.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5.ALL WELDING TO CONFORM W/AMERICAN.WELDING SOCIETY A.W.S.D.1.3 AND 0-19.0 REGULATIONS WITH E60XX ELECTRODES,FOR GALVANNEAL MATERIAL,AND W/AMERICAN WELDING SOCIETY A.W.S. D.1.6 REGULATIONS W/E-308 ELECTRODES(FU-80k.&L) FOR STAINLESS STEEL MATERIAL 6.ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 10 OF THIS DRAWING. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 10 AND ELEVATIONS ON SHEET 2 OF THIS DRAWING. SEE SHEET 2 FOR THRESHOLD ANCHORS,AND SHEET 2 FOR MULLION ANCHORS. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS 3. 8. THIS DOOR WILL NOT REGURE A HURRICME PROTECBON DEVICE. 9.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&THRESHOLD COMPONENTS INDICATED ON THIS DRAWING. 11. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERTY TO TRANSFER LOADS TO THE BUILDING STRUCTURE AND, MUSE BE SOUTHERN PINE W/G=0.55, AND SHALL COMPLY W/SECTIONS 2411.3.3.3;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. (c)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le.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 P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS T E CONTRACTOR'S RESPONSIBILITY. (c)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.E.D SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT \\\TT1EE1111/1///J/ PREPARED R. ``� ..... CIl✓�� FLORIDA BUILDING CODE(HIGH & NON HIGH VELOCITY HURRICANE ZONE) 14. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE .�P pEN •:� i pm„nD.w we DOUBLE&SINGLE SDt1F5 6080&4080 wrtFF SECTION7710b OF THE FLORIDA BUILDING CODE :�� �� SF OUTSWING COMMERCIAL GALVANNEAL OR DPAVI ff'. ONE LABEL SHALL BE PLACED FOR (VERY OPENING. No 44167 •• STAINLESS STEEL FRAME DOOR F.RL FLUSH OR EMBOSSED * a TT�. E C O DAYBAR INDUSTRIES LTD 04/14/15 DATE t� nun resnHO a OIIW I90 COMPANY so EDT 0111E EGW�IWy F Q ez�11 Ma¢s.xii wR n� Asn 11B tTi sm az"a m `oo ra s�4see+x01 15-056 THIS DRAWING SHALL ONLY BE USED .TO :y9 (0R�0 \`y�/ „, (c OBTAIN PERMITS IN THE STATE OF FLORIDA %., FS �C��p•` �m�7,� P� �m ,R do DwarxG NO R011�Ifs/44167 z SHEET 1 OF 10 8'-4'MAX OVERALL MET.©(Tp.) 4-4'MAX OVERALL /DET, ®(TYPJ B'-0'MAX MAX DOOR WIDTH ANCHORS DOOR VIDTH o�� do NOT REWD more ANCHORS OPTIONAL,DECORATIVE }J' AT HEAD "T IN DECORATIVE 7 NOT REO'D MUL7I-PANEL EMBOSSING W F 1- HULTI-PANEL EMBOSSING w �' AT HEAD (PATTERNS MAY VARY) zd{SWJR �W !PATTERNS Y VARY) ¢ 5�.. ytW1i B M-P 4WXrtinFS ZZ WS6A6N N fYU£ N. � 3 m In. ==Y-1 1 L 1 L__-.� r.,- 1 '• / ''•J.._.='• .1• `�'{1.Sc`•• NZW •1• ��'tl..�•• W1-0 S 6.. a 1• 2 �Q� a 1• Nzw 6 8 6 ziz o a N C JDOOR PANEL a o p = DOOR PANEL £W CONSTRUCTION 4 s ' CONSTRUCTION o , ARY � Mq¢EF\'DOIR PANEL ARY �Od i% (REMY F'DOOR PANEL mo CONSTRUCTION 1i io CONSTRUCTION T \DETAIU/ � A \'DETAfU / 4 \_U15 6 > (SIM.) a� o w p �.1y psowHo Z.u�a4MU a O J�6+•\ m al BSIM.) as m .y£a¢� REF ANCHOR SCHED IREFd'MIC3YDRLSCHEDi1L'E} REF ANCHOR SCHED I I REF ANCHOR SCHEDULE FOR MAX CORNER-f-'-1 PI12,';MAX;SPACING-AT:SD:L_ FDR MAX CORNER -j---1 FOR MAX SPACING AT SILL DISTANCE AT'SILL' ( DN SHEET�10- DISTANCE AT SILL ON SHEET 10 ON SHEET iD ON SHEET 10 x NO 18 REQUIRED AT SINGLE DOOR. I1L■1L}BL—EI1LlIIE2XtERI❑RELEV:ATICIRI-�SER:I S`8D80 e� SINGLE DOOR EXTERI❑R ELEVATI❑NI SERIES 4080 ,1g1I1BU1111" SR A.T/�4ly% `.�•, ,` X11 •• t/,� FLORIDA BUILDING CODE (HIGH k NON HIGH VELOCITY HURRICANE ZONE) VC�'YS�(•'•,�4, pyla Tetso m DOUBLE&SINGLE SERIES 808D&4080 No.44167 OUTSVANG COMMERCIAL GALVANNEAL OR DRAWN STAINLESS STEEL FRAME DOOR FAL FLUSH OR EMBOSSED IL ECO�Ne. DAYBAR INDUSTRIES LTD 04CAR r ATE n1N TESTING&ENGINEERING CONPANI' 30 wE9 DRNE BNJ4Aa1. 'U L'•,.,�lV �- ova.Tm. amt w�vel clmlrs n.urea a uwv>A Lar art • m-.: 1 rsa. :rycT,var-ral to WS em-aaao nx:aw eas-1aa 15-056 ss a = e�aEE aaLcmn q���� ®-0006X0=718 OR lwac Nc m;ti mesa rn a+.w omnn an WALTER AT 4 67 �//l/11111111111111N1 FLORIDA Uc 1/141167 a SHOT 2 OF 10 MAX, A.S.D.' DESIGN PRESSURE RATING (psf,) SCHEDULE FOR .INSTALLATIONS COVERING SERIES 8080 & SERIES 4080 DOORS FOR A GIVEN ANCHOR JAMB TYPE w ITEM (SEE ANCHOR SPECIFICATI❑NS AT JAMBS SERIES 8080 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 & 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 +70, —70 W/WO❑D SCREW LAG BOLT & E.M.A. (SEE DETAIL 3/10) 37 EXISTING WOOD BUCK ANCHOR +50, —50 +70, —70 W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 4/10) 37 CHANNEL IR❑N 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) CHANNEL IR❑N W/3/8" STITCH WELD (SEE DETAIL 7/10) +50, —50 +70, —70 NOTES ON FRAME HEAD REQUIREMENTS 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, 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 FOLL❑WING DETAILS AS PER SECTION E, SHEET 7 & DETAIL 7 ON SHEET 10. 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BV AM DOOR HEADS NEED NOT BE ATTACHED TO EXISTING BUILDINGS HEADER, APPLICABLE TO SECTI❑N;,kl .,AIL lT*v �,•,G� S�.,� ',4 FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) �3Q ®m,s,aTTm.e DOUBLE&SINGLE SERIES BDBO&4030 +� OUTSVIING COMMERCIAL GALVANNEAL OR BY.Q(4'161 •••T* STAINLESS STEEL FRAME DOOR FXL FLUSH OR EMBOSSED IL E C O i,, DAYBAR INDUSTRIES LTD 04/14/15DATE TILJf TESTING&ENGINEERING COMPANY 50 WEST Mm HMNPf01L 6T59[I.iWA 9a FA YRSi'AI GAHLNN.S R AIla W CAKIDA Lsr 7J4 .p•. fLda� ��\� aa,..Tms +-rm.Ta.:[sa,1m-rsn 1E1:9M 027-30m FAX'PM f 42" 15-056 --a.tat s..o acorn DRAWING No ALTV?A TX"r' T67 AF �. sI+EEF 3 GF,D BILL OF MATERIALSI ITEM DESCRIPTIIDJ MATERIAL SIZE MID SM'S 1 PERIPETER FRAME(MEAD,SILL.JAMB) 16g.0851')GALVANNEALED STEEL, CFy=1961.Fu-52k.D OR AM 304 SERIES STAINLESS STEEL ASTH A653,TYPE 8,WITH A10 PAINTABLE GALVANNEAL DATING ffy=45ks1.Fw101ksl% 2 MOR PANEL ASSEMBLY 6iUSH DR EMBOSSED) GALVANNEALED STEED ASTH A924,ASTM A653,TYPE B,WITH A40 PAINTABLE ffy-45k�,FCa<60ksD tR ATSI 304 SERIES STAINLESS GALVAMUEAL CRATING STEEL(Fy-45kz1,F-10U6D. 4 THRESHOLD. HAGER 4775 EXTRUDED ALUMINUM 6063-T5 WITH VINYL BUMPER 5 TTTRESHMD, HAGER 5205 EXTRUDED ALUMINUM 6063-T5 WITH VINYL BUMPER 6 DOOR TDP/BOTTUH CHANNEL, 1,6875'x L439' 16g.CDMI'>GALVANNEAL STEEL(ASTM A653 WITH 060 COATING)OR STAINLESS STEEL(AEI 304 SERIES) 7 MOR SNAP-IN TOP/BDITCH CAP 15625'x 100' 2200gg (0832')GALVANNEAL 60 STEEL(ASTM A653 V[TN GCRATING)DR STADOFSS STEEL<AIS1 304 SERIES) 6CONTINUOUS HINGD HAGER RDTDN 780-224 NO 6063-T6 ALUMNUM 9A FULL MORTISE HINGE(STANDARDA HAGER RBB-1279 STEEL(PER MFR'S SPECS) 9B FULL MORTISE HINGE(STANDARD),HAGER IBB-1191 STAINLESS STEEL(PER MFR'S SPECS) 30AFU L MORTISE HD=(WAVY),HAGER IBB-1168 STEEL(PER MFRS SPECS) 108 FULL MORTISE HINGE(HEAVY)-HAGER 0BB-1199 STAINLESS STEEL CPER MFR'S SPECS) _ 11 RIM EXIT DEVICE, HAGER 4500 SERIES STAINLESS STEEL OPER NFR'S SPECS) 12 RIM STRIKE HAGER 492OF STAINLESS STEEL WER MFR'S SPECS) V/TOP LATCH 1492 6#4928 AT ENDS 13 SVR EXIT DEVIM HAGER 430D SERIES STAINLESS STEEL(PER MFR'S SPECS) 14SVR TOP STRIKE, HAGER 4923E STAINLESS STEEL(PER MFRS SPECS> 15 CYLINDRICAL LOCNG HAGER 3400 DR 3500 SERIES STARLESS STEEL OMR!DR'S SPECS) 16 DEAD BOLT. HAGER 3100 SERIES STARLESS STEEL OPER MFR'S SPECS) 17 MORTISE LCOCSET V/DEADB1LT.-HAGER 3800 SERIES STAINLESS STEEL(PER HFRS SPECS) 18SURFACE BOLT HAGER 0273D Or LONG) STAINLESS STEEL CPER MFR'S SPECS) 19 DOUR HINGE STILE REINFORCEMENT(RE.HUMED Sg.GALVANNEAL STEEL 13R STAINLESS STEEL FOR MORTISE HINGES ONLY) . 20 FRAME HINGE REINFORCEMENT (REWIRED FOR 8g.GALVANNEAL STEEL OR STAINLESS'STEEL ' MORTISE HINGES ONLY 21 ASTRAGAL STRIKE REINFORCEMENT 120.GALVANNEAL STEEL DR STAINLESS STEEL 22 FRAME STRDCE REINFORCEMENT 14g.(0874')GALVANNEAL STEEL OR STARLESS STEEL 23 DOOR LDIX STILE REMF 0.ORTISE LUCK).3.500'x 1,660' 149.CM074)GALVANNEAL STEEL UN STAINLESS STEEL 24 CYLINDRICAL LOOK AND DEADBOLT REINFORCEMENT STEEL,SATIN COATING 25 DOOR SURFACE BOLT REINFORCEMENT, Liss'x 3.5-x 9' 14g.(U.074')GALVANNEAL STEEL OR STAINLESS STEEL 26 DSR CLOSER REDNFORCERW. 1888'x 39•x 1625' 14g.(0874')GALVANNEAL STEEL OR STAINLESS STEEL 27 BUTTERFLY ANCHOR CLW. ENA IPTI-008 STEEL(PER MFR'S SPECS) 28 MASONRY WIRE ANCH UR STEEL,Fy-4016L F-96k.1 29 CLW-IN STUD ANCHDR 2Dg.(0.0351)ASTM A653 A-60 GALVANNEALED STEEL 30 1 ASTRAGAL WEATHERSTRIPPING. HAGER 8725 PER)FR'S SPECS(NEOPRENE INSERT) 31 JASTRAGAL WEATHERSTRIPPING, HAGER 8745 PER RFR'S SPECS(NEOPRENE INSERT) 32 PRESS-ON VEATHERSTRWPING HAGER 7265 SILICONE,SELF-ADHESIVE 33 PERIMETER WEATHERSTRIPPING HAGER 8915 PER MFRS SPECS CV1NYL BUMPER) 34 DOOR SVMP, HAGER 7705 PER HFR'S SPECS(VINYL BUMPOU 35 WIRE MASONRY FRANQ ANCHORS STEEL V/MM YIELD STRENGTH-40.2K.1 AND MOL TENSILE STRENGTH=9S9 XSK 9 L/2'LONG X 0157'.MIN.DIAMETER 36 CLIPIN STUD ANCHORS C2 PIECE COMBINATION) STEEL,ASTM A-653,A-60 GALVANNEAL 1 7/8'X 5 5/8'X 20 GAUGE CM MIN)V/C4)08 X 1 5/e'WOOD SCREWS. 37 ERA BUTTERFLY ANCHOR(PART#PTI-DOS) STEEL IB GAUGE STEEL SATIN COAT. 38 8'LUNG 1275 D HAGER SURFACE BET STEEL V/US26D FINISH ENGAGED TO TEE DOOR AT TOP AND BOTTOM TO HEADER 8 THRESHOLD RESPECTIVELY L FASTENED TO DOOR V/C4)#10-24 x 1 1/2'THRU BOLT EACH CONECTIOL 39 VON DUPRDN#9954 REMOVABLE MULLION 0125'TMOC A 500 GRADE B STEEL SECURED TO 499 STROM PLATE WITH C81 5/16.0-184'00K)MAOU E SCREWS 40 CAULKING GE SILICOE N SILICONE AS SHOWN ON DETAIL 41 SURFACE STRIKE REDFBRLEMfNT 12 GAGE GALVANNEAL OR STAINLESS STEEL 12 GAGE(0.097'MIN.)x 154'x 11.875'LONG CSEE SHEET 91. 42 MIULUN FITTING 0 E STEEL IIIIIN111! USE AT %tK,.....:, FLORIDA BUILDING CODE (SIGH & NON BIGH VELOCRY HURRICANE ZONE) AISI 304 SERIES STAINLESS STEEL WITH Fy =45.75 Ksl V u Fps+'% . ®m+S+.I�ooK DOUBLE a SINGLE SERIES BOBO&4080 C AND Fu= 101.38 Ksl .: NU, E' •� o1Rf5WaNFLUSlH STEEL COMMOR ERCIAL MEAL OR DRAVVN en DAYBAR INDUSTRIES LTD °`ATE TL O, W TESANO&FJNWNEERINO coMPAM' 50#67 OMYE Upy DATE 4CR4NK iPh R Fa.x3 t9RVM G.R2+S R.IIlm ON(NWA.10 2N (OR�DAD '(n '�'-+9, m Ns.Ls M.R 5.�}4zo4 1 5 wu05 s ALM?lI Ti- - oR •��• �" SHEET 4 OF 10 ,. Qy 47 6914• i ® T E»�aE r TYPICAL. LFNSTHws-vr � " ��4�jTT RESHOL"D(a2OS?� os1, ,.- aim SURFACE BOLT $ a •it tssv R EME DOOR CLOSER r om-� a F ENT POR ANCHOR i FOR DETAIL #21/17 4� OI PERIMETER FRAME sTm wpmNNCHOHas 3 EMA BUTTERFLY ANCHOR pour Ha sy � r EONc)m HCR¢. (PART #PTI-008) �9�` FOR DETAILS 2/10, 3/10 4/10 & 6/10 OS THRESHOLD(477S) tutEMAt.10 GA saw CQKr 0 0 • y ��. ara4• as � r-�' 1110-24w1 1/2'iNRU ALT 0 DOOR STILE HINGE REINF B� B IS m 3 � °mx• also• a 1'Mnx � f 6n IFAF 70 SRLOP 6 DOOR TOP/ I ANaOHER Fl CE BOTTUM CHANNELO DOOR SNAP-IN 0 LEAF TO.1 �^ 3/32 s 1/2 HOLES TOP/BOTTOM CAP ANOTHER PIECE tq To PERMIT SAP at0, ' TO ANOTHER PIECE 38 SURFACE BOLT ` 20 FRAME HINGE REINF uec 0311 . RA, "xJ A�K87�)� a� r�,slemanT ,'� �,zao•j- Rrw � etz I S 31 ASTRAGAL SEAL(674S) 2 PIECE COMBINATION STUD "'9 0 3® REMOVABLE ANCHOR FOR DETAILS #5. 5A/10 MULLION CUPIN STM ANCHOR unmeu CwcE V m 200 3 WS�AM�EaIF�nSTEEL 3© PRESS-ON SEAL ?Tsai- o T�OOD a 3=4• O 5 � 33 PERIMETER BUMPER 21 STRIKE REINF ` ""lt �T✓ 4i,���' ®�6oRl BUILDING CODE(HIGH HDOUBLE cN SINGUE LHV ES 8080& HURRICANE ZONE)' OUTSW OALVANNM OR DRAWN vlNn ascot .�GOH ^• •*= I STAINLESSFLUSH OR EMBOSSED ME DOOR FILL 34 DOOR SWEEP 6 c 1��. ECO DAYBAR INDUSTRIES LTD 04/"/15 COMPONENTS = mt' TESRNG 4 ENGlASZRlNO GOANANI 60 NEST GNE BRAIPION. �� arS9l1[Jma SL Sta ant YNCai94=nmw ON CW JD&LW L4 Q}y i�c. 'W rw.:lm>Jan-1st.ra,: _ i_rur mu aw ers-e000 Fur.NS 0s,IM 15-055 ft.E .O 7 1l�RR�, � ` ®ALnEV-00571 vs ". rm.a�, ou �a 6�a ,.. ORAnN6 N. E,t of-779 nAWA Lk-f 44167 ' STNEEf s OF 10 REF SECTION DETAILS FDRCfIVERT STIFFENER WELDED TO DOOR AT TOP 6 BOTTOM AT LICK AND HINGE STILE 188.GALVANNEAL OR 'S FFM LOCK STILE,FORMED USING 22 ALV STEEL CHANNELS REF SECTION REINFORCEMENTS OUTER 1.687'X 140'X 140a(0078') DETAILS FOR STAINLESS �O L SKU FLUSH OR INNER,LSD'X 14'X 140.(0.0787 HINGE STILE Q7 SHIN CHfOWG.�' /SM REINFORCEMENT SSO3COtrE O 'a w , 6 TOP CHANNELAPOT �6'FROM LOCK STILE PAPER HEINCYCOB FILL(3/4'CELLS) TO DOOR SKINS PAPER HONEYCOMB FILL GLUED m INTERIM DOOR SKIN ®AT 3.OC SURFACE BOLT REINV, RET SECTION DETAILS FOR 1 VER)STIFFENER WELDED AT TOP,BOTTOi,6 EXTERIOR DOOR SKIN `w ED TO TOP CHAS LOCK AND HINGE STILE (6'dCJ LDCATED AS SHOWN,FORMED USING �GALv STEEL CHANNELS REF SECTION (WHERE APPLICABLE) REINFORCEMENTS 180.GALVANNEAL 13R OUTER,1.687'X 140'X 148.(0.078') DETAILS FOR - �gL 01 IN SAME POSITION sT�SSSTFJ- FLUSH OR INNER-1S0'x 1A'x 140.(0078') HINGE STILE �[lpp D TO TW CHHANNEL REINFORCEMENT (WHERE APPLICABLE) S °o°^oo°ooe;o•,e°a^oe o'e=e78 SURFACE BOLT REPS, -1}— °O6'FROM LOCK STILE TED TO DOM SKIN -- (WHERE APPLICABLD STYRENE FILL EXPANDED 41OFHE Y�DEANEBFILL ILDIN(t DENSITY) SHALL COMPLY V/SECTION G CODE. GLUED TD INTERIOR DOOR SKIN 6 BOTTOM ED TO D FIBERGLASS INSULATION VERTICAL RIB FORME) SKINS ADELM �� VERTICAL INTERLOCKING GALV STEEL RIBS REF SECTION DETAILS FOR FIBERGLASS BETWEEN ROS AT 3'FROM EACH STILE 6 6.O.C., USING(2>INTERLOCKING LOCK AND HINGE STILE GALV STEEL CHANNELS, REINFORCEMENTS 180.GALVANNEAL OR WELDED TO BOTH DOOR SKINS A7 6.O.C. 2-1/2'X 1-3/4'X 200.(04407 STAINLESS STEEL SKIN FLUSH OR 07 SNAP-IN CHANNEL. EMBgSSED FINISH SECURED WITH GE SILICOEE ti RET SECTION DETAILS FOR TILE � T TYPICAL DOOR TOP & BOTTOM 43-AT END-�--6.Mf-7YP---{ I--6'O.C.TYP--�3'AT EHD-� STEEL RIB FILL CONSTRUCTION (VERTICAL SECTION) DOOR PANEL CONSTRUCTION OPTIONS (HORIZONTAL SECTIONS) 11iRI1jI,Nt,�N FRAME 1 FRAME 1 -O'. 1�1A '• ` HOME W ® LJ 19-®-1.NHEX I10NGE RL1S /'//! ilE1�G`, 0= INTERIOR 412-24 X 3/4'SCREWS TO = ITERDDN LHIAGER RMSS BOTTOLEAF M W 4 612-24 X LEA SCREWS MZy Z THEREAFTER H MINI$LEAF FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) (8 TOTAL PER HINGE) }-p F- ®Iia n7¢o oMt: DOUBLE&SINGLE SERIES 8080&4080 OUTSWNG COMMERCIAL GALVANNEAL OR DRAWN BY' E3 0 ROTON CONTINUOUS O OOERIDt NO 1GNtB� ® - STAINLESS STEM FRAME DOOR RILL Z F U Q' EXTERIOR HINGE,780-P.24-HD E NAGFR 881279 O BBi91 ® FLUSH OR EMBOSSED HAG x 4s•x 0R M I L ECO we. DAYBAR INDUSTRIES LTD G4/14/15 IMAGER 88068 DR HBO99 DATE 1/6 SECTIONS AT HINGE STILE (4s'X 45'X DIN-) 77LUT TESM0&ENGINEERING COMPANY 5099 tXa1E BRAMPraN lCRG%;m 52,Sts Jm,WEAN(iIINNB n M, oM WLN.y L6f 2H FI,a.:(yfV:IS10.fa:(]mpl:,m, m 005 m 8=FAX 0w ez VM 15-056 er-n,olk fal •oOad— DRAWING Re E8-0006719 gyp, o.[ mi► gym, WALTER ALM Jr.P.E ELOeO4 1Lc/44167 SHEET 8 OF 10 MIN 2-2'x4' POURED 66 PLATE CONCRETE HEADER ;K REQ'D. 1/2' MIN. GYPSUM WALL BOARD'OR Q PLYWOOD SHEATHING l (BEYOND) 45 deg MITERED JOINTS WITH (5) i 32 & 33 32 &(p KNOCK-DAWN CORNER TABS. X13PTI13MAL' WELD < AT L" FACES (GRIND SMOOTH) 3 &(p SEE MULLION INSTALLATION SHEET 9, AS APPLICABLE QBEYOND x z FRAME CURNERJABBED KNOCKDOWN ASSEMBLY Ld CONTINUES SAME AS SECTION D-D (AT BOTTOM) SECTION E-E < STRUCTURAL LL- STEEL CHANNEL STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO o 2: MIN. IS GAGE x 12 CARRY 174 #/FT & BE REVIEWED BY BUILDING OFFICIAL Q OJ SEE DETAIL Li W 7/10 x 77U Co W7�Tv TE MIN Ld & C/3 x 5 !u LINE ........ POURED % CONCRETE 3/1O TAPCONS FLORIDA BUILDING CODE (HIGH &NON HIGH VELOCrTY HURRICANE ZONE) REQ'D 2 12' O.C. MAX. pm,e m.RLo we DOUBLE&SINGLE SERIES 8080&4080 OUTSWING COMMERCIAL GALVANNEAL.OR DRA"ST. STAINLESS STEEL FRMIE DOOR FALL FLUSH OR EMBOSSED 04/14/ SECTION D-D CONTINUES SAME -T-- DATS SINGLE DOOR DOES NOT NEED MULLION. AS SECTION D-D /11�LEC�0,.,-�—DAYBAR INDUSTRIES LTD LATCH ONTO REINFORCED JAMB 7/LUT TESTING&ENGAVEFRING COMPANY zo waft am atuo%K �Z V& ON WMAk U3r 2A p.!TC&Wj. -M M�2" -056. (AT BOTTOM) _,Ww-.=-"," 7a.995 025-MO FA& 15 -a.wl—owi— "-0006719 DRAWINC M SECTION B-B W=AMAL�il.,P.E I "4f/67 SHEET 7 OF 10 STRIKE PLAT SEE SHEET 9 - ADT BACK-� QI HEAO FRAME(GROUT HEAD FRAME 1 © RIM FOIIT DEVICE, W 2 FiAsf¢T BACK-FRA.)WITH SLOTS SVR TDP STRIKFi O HAGER!`10 INT5ERIOR () U INTERIOR HW 361 DRILLED TD RECEIVE BATS HALER 4923E SERIES t--i W 2 JAMB FRAME 1 >R ST 11 ST Ld J I4AGER 4920E Z .� f•'•Yy 1: A C7 IVPDOOR ANEL I+1 WIn I-. a J w w .�z. a ExTER TRIM MAY VARY EXTERI❑R W ti EXTERIOR ®SusACE SaT� SVR TIP r--r rZ-r 01EF MFR'S SPECS) �SYR;EXIT-DEVICEt_7 HALER 275D, LATCHI 0-r N �__.-'_ T HASERF45800'SERIES- B.LUNG OW HAGER i (4)nB-2a ®.SVR-EXIT DMCEr �5 y, , THRU BDLTs EA - (2)1/4-20 w4., 4soo-• INTERI❑R INTERIOR �H72s-Y y THRu Bars N JAMB fRAME01/- cy O � � W W x IT, a O O W .. W ka r P� P SURFACE BOLTS 0-VF-EXI-T DEV--ICE -, 4a+UMU)nppq r, 3 EE2�TiZ - �1GF a EXTER TRIM MAY VARY NS+ g. (REF MFRS SPECS) 1' EXTERIOR C�£ S1 CTS❑N A-TL- HELD 0 ,.v 1 Y EXTERIOR EXTERIOR TRIM s r ••Y I.- 4._. �__ NRY VARY \Q21T MFR'S SPECS) � O O MORTISE LOCKSET,© p o K Z'D HALER 3800 SERIES ©MORTISE LI�fSEh ®ASTRAGAL=ALr z X r X �9O•• 'NC�••��`� HALER 3800 SERIES HAGER 8745 )- W �•'. (JAMB FRAME 1 LEVER OR W SVR TIP i''Asn• \� Y KNOB r)B(ov VARY MAY CY) ®SFUTA�GER 27 SURFACE Dar, MAWR GE ''" "�NAL IENG.���• U IISTANLE INTERIOR SPECS) S C3 INTERIOR HALER 275D, 4927 DEADBOLT-1' B'LONG OB) W LATCH-3/4' W DDDR SMS .N.r DOOR PANEL r�-r PANEL (4)610-24 (PJ 1/4-20 UC.e' - I H THRU BOLTS EA SMS THRU BOLTS a AT o FRAME STR � LEVER OR KN137 MAY ^� REIRF EXTERIOR G(EF MFR'S SPECS)- EXTERIOR DLI1R LOCK REDO' ASTRAGAL SEAL, CYLIMMUCAL LUCI,HAGER 3400/3500 SERIES ®LYL LOCKr HALER HAGER 8745 S THRESHOLD REF ANCHORS REF ANCHORS Q� 3400/3500 SERIESS. SCHEDULE FOR THRESHOLD' SCHEDULE FOR ®DFADBOLTI HAGER 3100 SERIES ®BEADBOLT,HAGER SLOTS ffi(ILL SILL ANCHORS HAGER 5W��,Q SILL ANCHORS U (JAMB FRAME I LEVER OR L)) 3100 RECEIVE BOLTS 5 SPACING SHEET SO VJ 4 SPACING SHEET 10 O rta(m+ MFRC3 B MAYS J ®�A�BOLT SURFACE BOLTS \LR r-X-IT--DEVICE J DISTANCE INTERIOR SPECb HALER 2753 INTERIOR LATCH EADBOLi DOMPANELI I C/ i~AL+9LS€Eii7N' A-•TaD❑❑R_S DOOR PANEL ILL ly 9 Z Z J FLORIDA BUILDING CODE (HIGH k NON HIGH VELOCITY HURRICANE ZONE FRAMES >- EXTERIOR �y nrtm pG DOUBLE&SINGLE SERIES 8080&4080 >- REINF EXTERIORU LEVER!R IDIDB MAY VARY U OtEF MFR'S SPECS) ® OUTSRONG COMMERCIAL GALVANNEAL OR DRAWN BY. DOOR LOCK ST lE STAINLESS STEEL FRAME DOOR F.RL RQtO' FLUSH OR EMBOSSED � L ECO DAYBAR INDUSTRIES LTD 04i'ai'S Ij l SECTION AT LOCK STILE (SINGLE DOOR) I �1 SECTION AT LOCK STILE (DOUBLE DOOR) °"'� ALL?7E6AN0 It ENGINEERING CDAMANY 50)RST Mk Cr 2,14ON, 8 SCALE,3'=1'-D' HORIZONTAL SECTIO) SCALE-3' 1'-0' HORIZONTAL SECTION a3s y.•a A yt,yy yL�q¢r c�gmvs n=Iw OM fJN.1°A Lbf?J4 r+w�.:rym�)mr-rsa.A.:(JAVan-rar tTL O0a ess-a=FA W5 eas-4M 15-056 rrruP tat—O-L— DRAWING No ER-0006719 m,r ea�rmr v rt m.r moria om WALTER A RNF Jr.RE nDRIM U.144167 r SHEET 8 OF 10 V-8620 FITTING (2)1/4•_20EXTERIOR MA 5/lfi'-18 MACHINE SCREWS HEAD (4)5/16'0 S.DS SCREWS TO MOUNT COVER SCREWS TO WAD(D •:;:; ::•:->:->:->'pv::-:;;`<: .n..:,.-Vii,.:-::: :'-::-:-�..??;- MILD STEEL '; S' \YvJ.c?: ii`�...�;i<.�`:i"`•') :�. ................. ...... ©HEAD COVER 41 e 3 1 I FULL 3A•� � NEEDED 1 41 FITTING STEEL OH as s9 EXTERIOR ' M8620 TOP FJTTING ® 8620 FITTING �`11rJ STEEL 3 V 08620 TDP MULL CONNECTION AT TOP (PLAN) FITTING STEEL SECTION EXTERIOR EXTERIOR ' 9 EXTERIOR O2+® 4 MACHINE SCREWS �^ E HEAD B FL®RY 5/16'-18X1-1/4' 1 1_486eO BOTTOM MULLION FITTING STEEL 1 1 1 C4)5/16'X1 5/16''''''������ t 8620 `i•�♦ �:: :� POWER FASTENERSSFITTING POURED CALK-IN ANCFO]RS 8620 276' CONCRETE A ®6 5 3.50- 4 .50• REQUIRED NOTCH OUT 2.0'x3.0' 39 (4)5/16'0-18 P13VERS ISOMETRIC ON THRESHOLD FASTENERS CALK-IN ANCHORS V/1'MIN.EMBEDMENT CONNECTION AT BOTTOM (PLAN) SECT N1101111111/�/� u STRIKE 39 ii �� . .p::�.((�7�/ PLATE 499 GASKET NG1361 6 O' `��Q�. EN ✓9�': EA. SIDE 1 8'x3/8' C y: JCi Sic APPLIED o ..a 30' TD MULLION = CALK-IN ANCHOR EDOW O *� 18620 BOTTOM MULLION NOrctl our z 11 xa0 aBl7LLI t %.0,j..t......G o FITTING STEEL ON THRETT SH�TO 8620 STEEL stSlO"A�•1 � FLORIDA BUILDING CODE(HIGH &NON HIGH VELOCITY HURRICANE ZONE) Q-3 TLTmD BIG DOUBLE RSINGLE SERIES 8080 8 4080 . EXTERIOR V❑N DUPRIN SERIES 9954 OUTSWMO COMMERCIAL GALVANNEAL OR DRAWN BY STAINLESS STEEL FRAME DOOR FALL MULLION/DOOR SEAL CWS 499 STRIKE PLATE) FLUSH OR EMBOSSED 04/14/15 MULLI❑N INSTALLATI❑N IL ECOINe. DAYBAR INDUSTRIES LTD DATE TTLUF TESTING&ENGINEERING COMPANY 30 wm Dim%some W, asMrAit I=.fir—iTaTlee ON rAN"M M rAt um a 4204 15-056 rma.fat—o-L— DRAWING No £8-00067!9 v.iw 000ena oe< �.® WALTFIP 0.RLIIF,h.P.E FLORIDA 11 /14167 i �M %W 9 OF 10 POURED CONCRETE OR REQUIRED TO BE WOOD DOUBLE 2'x8'WOOD STUDS REQUIRED TO BE WOOD DOUBLE 2'x8• WOOD STUDS CONCRETE BLOCK GROUTED CONCRETE W/G e 0.55 NAILED TO SHEATHING REO'D. 1Y/G-0.55 NAILED TO SHEATHING REO'D. WALL REQ'D BLOCK WALL REQ'D. MAX. 1/4' (SPECIFIC GRAVOY) MAX. 1/4' (SPEGFlC GRAVITY) MAX. 1/4' SHIM SPACE SHIM SPACE SHIM SPACE a 'a JAMB Q1 a. 8 (SEE SHEET 5) (SEE SHEET 5) (SEE SHEET 5) 1.5000 d GROUT O E� O EO. O A a• : �. aa:. SPOT SPOT SPOT • WELDS WELDS WELDS v /U..". Q EO. O a 3' MIN OEO.4' a E.D t JAMB T NUOUS a 1 IAMB B CONTINUOUS CAULK oOTH 4 CONTINUOUS CAULK SIDES(BOTH) CONTINUOUS CAULK BOTH SIDES(TOP.) TN SIDES(TPJ 11/2' � BOTH SIDES(TYP.) 3• 71/1.i16 MORTAR MIN I_4' MIN-- JOINT 3/8•FLAT HEAD STEEL X 6' WOOD OLT,STEEL MASONRY WIRE ANCHORS IN NORIL MORTAR SLEEVE ANCHOR SCREW LAG BOLT W/NUT AND WASHER. ® ' JOINTS; FILL JAM6SOSOLID WITH GROUT PER 4 INSTALLATI❑N ❑F 3/8'4 CARRIAGE ASTM 0476 W/MIN.COMPRESSION STRENGTH ]INSTALLATION OF .3/8'4 LAG. OF 2.8"1(SEE SHEET 5) O -'�`��`�' B❑LT T❑ WOOD FRAME WALLS INSALLATIi3N DF SCREW (9 TO WOOD FRAME WALLS 1 IRE ANCHOR (5 SLEE-VE ANGHOR T❑ G SINGE MaRs (-- INSTALLATI❑N TO NfAS❑NRY WADS ' ANCHOR SCHEDULE � JA®S -SILL-- JAMBS MAX 1/4' DETAIL ANCHOR SUISTIRAIE LTRRTRS SPACING CODERS SPACNG SPADDD SPF MASONRY WALLS SHIM SPACE pQ �� Bo �14a_.sm msE,.t•nR1aa.�—.•GTPWRE7E-[R 6' IL-TE 6' 21'OC �-;1 DCDC '�6' •21�.'BC 9 MN.Fy-33Ksi STEEL. L W:;STM 5 ]MIN.DOUBLE 2'x4'WOOD CHANNEL,W/MIN. O SPOT WELDS 6/10 318•]iR.T t NUT STEEL 6' 12.M. w 21.OC 6' 12'DC 6' a•Dc STUDS REO'D W/G-OS5 1B GAGE WEB (SPECIFIC GRAVITY),AS SHOWN OR®HDA 3no 3/e•Lac SCREWS vDOn 6• tz•oc 6• 16•oc 6• 12•oc Z. I2'OC DOUBLE 18 GAGE METAL STUDS CFY--33 KSD AMB 1 3/8'0 BOLT 5/10 QX-D+STUD ANCHORS WOOD STUD N/A y 17'OC N/A 6• v'OC .875 .460 AMBO O O & NUT 5A/10 CLW-IN STUD ANCHORS METALS N/A r 17•DC N/A 3' D'Dc 1.875 SPOT WELDS 1/10 MASONRY WNC MASOMRY N/A 16• 16.OC N J A 16• 16'DO 7/10 DREG VELD SiF71 N/A N/A 6' 2l•OC U= a (SEE SHEET 5) OD-D/7 3/16'TPaW ITW/DUILDEX E�ETE OR 5' 12'OC N/A N/A 5' 1z'DC o GE SDI(X1NE 11 v� ALL AROUND ANCHOR NOTES, s MDm'D+EMDrnlvrt AND EDGE DISTANCE DMLUVES .. 1-5.6250 STUCCO.FOAM,BRICK.AND ODER WALL FDas E& o L SEE CKTEWOR ELEVATDN t AHCRRR SCHEDULE FOR ANCHOR tf ©INSTALLATION OF 3/80 UWATIONS AWER SPACING. 7. HOST RESSrSMICE S swat HAVE 30.625) 2.NO ANCHORS REaUM0 AT FRAME MEAD. 3GRWT--FLLED HiMM SHALL BE ASTH C90 MOCK F.H. M.S .TO STEEL CHANNEL WIOR MI 2=PSI GMT. 3.ANCHOR SO4MLE GIVES MtlaMDN CORNER DISTANCE AND SPACING 8.WOOD MOST STRUCTURE SHALL DE 1.8750 FACE]Q'EIDS a.MOM SHALL BE INSTALLED N ACCORDANCE WITH SOURIERN PINE fw097 OR GREATER DE SlTY. AND(40 GE SIUCONE II MAHUFACORERS'REC000"ATDINS. 9,WHERE oaSTNG STRUCTURE IS W® p- ®CUPN SND 1/8' 3/8`-12" 0, IN BETWEEN 5.31W SLEEVE ANCHOR UnIONS FOR PWALLATOH TO OMSETE OR :1 O .DUTINGmYWVW�Caxs� fAST�D ADEQUATE ANCHOR WELDS ALL AROUND LRO1TiLLED OC FRAMDM MEMBERS,NOT INTO PLYWOOD 01x8]. •.••••.•••..••.•.•.•• (SEE SHEET 5) JAMB OR 3/8'RED HEAD DYNABOLT SLEEVE ANGOR 10.'STH.'SUBSTRATE SHALL HAVE IBCA 010400 HEAD O WITH 1-1/2•MN DEO,2-1/4'FON EDGE DISTANCE. MN TNOOOESS rF- 3/8'H1LTI WC SLEEVE ANCOR WITH 1-1/r MON EMBED, IL NAOONE SCEWS USED WITH SLEEVE EADED PENETRATION CDPIN STUD 4•NN ERS n[s7ANCE ANOoas SHALL HAVE M0D0Dt O'1/Y EGAffIffilT WOOD SCREY05 ANCHOR MIN.Fy=33Ksi STEEL IEi TAG SCREWS SHALL HAVE r HN EMBED 6 1-11V MBl EDGE OF THREADS N BASE ANCIOL (SEE SHif7'S) CHANNEL,W/MN. 3n6TAK=w/11/2.1@1EMBEIDHEN7 tz12'NNEDGE•MIN.GYPSUM WALL 18 GAGE WEB ,�'%%1101111H1/y3/16ANxE P MASONRY T JAMBS WOE AMs�eS ARE ONLY APPLICAID-E SHEATHING(TOOR P.) ��p`E`Q��S� .. j�4i, FLORIDA BUILDING CODE (HIGH & NON HIGH VELOCITY HURRICANE ZONE) Q @w'sT,=se O UU BLE SINGLE SERI S 8DD80&W8 ORAYN BY: g( INSTALLATI❑N ❑F JAMB Ql TO` _ sraNusS SIM FRAME DDQR F.LL INSTALLATI❑N OF Z PIECE EEL CHANNEL THRU WELDING :it• — FLUSH OR EMBOSSED IL E C O me. DAYBAR INDUSTRIES LTD 04/"/15 COMBINATION STUD ANCHOR 9:. F vLur TESYTNG 8 ENGINEERING COMPANY 6H tisr OWVE RAwroM DATE INTO WOOD FRAME ❑R =o ,c '� ,-�. "' S TM- 625 AURA4623-4204 15-056 00 ANCHOR DETAILS. ';RFs ��Rrop:vc(`; o-�6T�718�«N o[ DRAYANC NA METAL STUD WALLS ° ENQl�Q;`�``� WALIZO? L"'f J'.P � SHEEN 10 or 10 'a SHEETS CONTENT: GENUAL NOTES AND SPECIFICATIONS: 1. DOUBLE& SINGLE SERIES LS18 FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W/SERIES -AS" FRAME,SHOWN SHEET 1 INDEX, COVER SHEET & GENERAL NOTES ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE DOOR MAY BE INSTALLED AT MGH VELOCITY HURRICANE ZONES. SHEET #2 ASSEMBLY ELEVATIONS No 1, 2, 3. DESIGN WIND LOADS SHALL BE;DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODE, USING SHEET #3 ASSEMBLY ELEVATIONS No 7, 7-EMB. ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM.(A.S.D.) DESIGN PRESSURE-RATINGS INDICATED ON SHEETS 2, 3 & 3A. SHEET #3A MAX. DESIGN PRESSURE RATING (psf. SCHEDULE. IN IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS'DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE SHEET #4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS..., mo w/MAX.'(A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,3 &3A SHEET #5 HORIZONTAL SECTIONS A—A & B—B. THIS DDOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE SHEET #6 HORIZONTAL SECTIONS C—C & C'—C'. ABOVE MENT10NEd CODE AS PER PROTOCOLS TAS-201,TAS-202,TAS-203 AS PER HTL LAB REPORT$0279-0719-03 SHEET #7 VERTICAL SECTIONS D—'D, E, F, G, H, I AND HORIZONTAL 'SECTION J—J AND!S PER suBMDTED STRUCTURAL CALCULAnONS, PERFORMED AS PER SECTION 1818 OF THE FLORIDA BUILDING CODE 2014 (5th EDITION). SHEET #8 DAYBAR & AIR LOUVERS VISION LITE DETAILS, 2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 19)OF SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL THIS DRAWING. SHEET #10 TYPICAL DOOR SECTION, "Z" ASTRAGAL & ASA STRIKE REINFORCING 3. COMPLIANCE OF EGRESS/ ESCAPE REQUIREMENTS OF THESE DOORS PER FBC TO BE DETERMINED BY BUILDING SHEET #11 MULLION INSTALLATION DETAILS. OFFICIALS ON A CASE-BY-CASE BASIS. SHEET #12 SURFACE BOLT INSTALLATION AND DETAILS. 4• ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL)TO BE STAINLESS STEEL 304 OR 316 AI51 SERIES SHEET #13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL. OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE DOOR SURFACE CLOSER REINFORCEMENT DETAIL. STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. 5.ALL WELDING TO CONFORM W%AMERICAN WELDING SOCIETY A.W.S.'0.1.3 AND D-19.0 REGULATIONS WITH E60XX SHEET #14 DOOR SNAP IN TOP CAP DETAILS. ELECTRODES, FOR GALVANNEAL MATERIAL,AND W/AMERICAN WELDING SOCIETY A.W.S. D.1.6 REGULATIONS W/ E-308 SHEET #15 HINGE BAR REINFORCING FOR DOOR. ELECTRODES (FU-80k.s.E.) FOR STAINLESS STEEL MATERIAL ANSI #X115.1 #86 MORTISE LOCK/RIM PANIC REINFORCING 6.ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 17 OF THIS DOOR SURFACE BOLT REINFORCING DETAIL. DRAWING. SHEET #16 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL. MAXIMUM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 18 AND ELEVATIONS ON SHEETS 2& 3 OF THIS DRAWING. SEE SHEET 2, 3 &7 FOR THRESHOLD ANCHORS, AND SHEET 11 FOR MULLION ANCHORS. SHEET #17 ANCHOR DETAILS. 7. PROVIDE MAX. LOAD BEARING SHIM SPACE AS INDICATED ON SHEETS S. 6, 7& 17 OF 19. SHEET #18 ANCHOR SCHEDULE. WIRE ANCHOR DETAIL. 8.THIS DOOR WILLNOT REOUIRE A HURRICME PROTECTION DEVICE. 2 PIECE COMBINATION STUD ANCHOR DETAIL. 9.THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE 1, EMA BUTTERFLY ANCHOR DETAIL. AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,3 & 30. SHEET #19 BILL OF MATERIALS. 10. PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME,THRESHOLD AND VISION LITE COMPONENTS INDICATED ON THIS DRAWING. 11. (a)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. 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 P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED' ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. c()py FlLt (e)THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) "LL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.E•D SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 12. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAnON AT PRODUCT IN ACCORDANCE WITH SECTION 17105 OF TIRE FLORIDA.BUILDING CODE. X91) LABEL SHALL BE PLACED FOR EVERY OPENING. '• '•••.,✓,P��i� FLORIDA BUILDING CODE (HIGH VELOCRY HURRICANE ZONE THIS DRAWING SHALL ONLY BE USED TO yQ;'�GENSF % ®2lu mom W&TaplcAA1 DOUBLE&SINGLE SERIES LS18.OUTSWING COMMERCW. GALVANNEAL OR STAINLESS STEEL DOOR W/SERIES-AS' DRAN41 By. OBTAIN PERMITS IN THE STATE OF FLORIDA - 7 16 CAGE cALVA1RIFA1 OR SAI LESS STEEL FRAME FAL FLUSH EMSSED&GLAZED ASSEMBLES—LM. ' - 11LIECO1xe. DAYBAR INDUSTRIES LTD o3iATE'g • ,� ,•�y' 7/LU7 TESDNO&ENO/N6ERINO COMPANY so wor Dm upon � DATE m —37-° b"A1 LR»mlol d WAG Ldf 2J4 an-am bm w3 M121 15-052 ST.LUCIE COUNTY BUILDING DI 10N '°�,,aF n' f• ���;,�` EU-00W19 FaR DRArRND N. 1 TT%SI "L°\°°° X61 Unet! tff H,67 ay.r �mrsnw �lm'l ax r amnio, SNEE7 1 OT T9 REVIE,URD Y DATE -� Z FLANS AN-)1 ERNIIT 117[i BE KIP"OP3JOB OIC NO INSPECTION WILL BE MADE. /�0 /-/ - 9:52( / FILE COPY _ D-� 1 WR ._ F-1 IA 7x—_.I--. El to u slot a a> u =M ft- 4N'NAY DOOR VID100•MAX rNFRAME MOTH : tW NiUC EIW�vmTN 100•NAK ERNE v16m u — i8•NAY MER VIDTH te')INL imm V[6TN 48•MAX.L06t VOTTH 48'NAY.I--VLRON 4V NAY MOR WMTH R 2 2�6 18 26®8 ? 2 6 8 .6/� 2 2 s 61® 2 1 1 � 2 n 1 0 (2or9 19 2 21 1 W 18 19 N I9 21 8 I \I 8 m - 2 19 (�@ 2 19 ® nc7Aa.sno g 14 4 2 3 tl 2 .51 9 W x 11 11 Wa 13 4 6 j71 2 q 2 2 is a 9 or 9� A e, A B 85 B 21 21 s e 18 21 21 8 \-a@@+© ®� .3®a'© ®®F 3®& 17 ®� TV. I TYIP. I I TYP.I I I TYIP. I I C Or a TVP. I TTP. or �2 a Io•nc NAY #- -h -8 1- -F� 1 1 tl C, I- C' 26 26 26 26 26 26 z7s iNA1C Iw XNG. INGY 2.79 z79 %. WVL Fw IiNc Ii z. FI NC Z73 2 e l7 DL NAIL Z79 10• _I-. 30' 10• 10• 2 e!0•!1L NAY Z79 D I Z75 2.79 I "'III"" ���Zlll75�TT°Z��!WI �ITT� ASSEMBLY #1.to TNT RIOR VATION ASSEMBLY #2.■ INTERIOR ELEVATION ASSEMBLY #3.>• 1NTERIDR ELEVATION PAIR OF OUTS 'ING DOORS PAIR DF OUTSWINGORS PAIR OF OUTSWING DTIORS MOOR WALL CQNDITIDN � WOOD STUnS WALL C i WALL CONDITION i MASONRY i P N 07 DETAIL #20 ANCHORSi WIREDETAIL N21 i M NR T pR GARRIAGF BELT V❑N DUPRIN 9B/99L TRIM SERTES RIM EXIT® 'SCM-D SERTES CYLINDRICAL LACK + - R S DEAD BOLT® LAG BOLT 9 AT BATH DQORS STOP 8 BOTTOM) AT (V/DEAD BOLT INGLU➢EDI TT S HAGER #2751) SURFACE BOLTS (T P A BOTTOM)AT TWO DOORS ,VON DUPRIN 9954 RFMnVABI F HUI I TON / T7 # S A ( ❑ - 'Z' ASTRAGAL V/ ACA CTRTK /' T N F T HINGE D00R CARE ITEM I EXPANDED.POLYSTYRENE OR HONEYCOMB FOR C INDRI A O AND DEAD 13OLT ciR A W/ ASA STRIKE FOR MORTISE LOCK. F DOOR CORE I EXPANDED POLYSTYRENE OR HONEYCOMB PAPER DDDR CORE EXPANDED POLYSTYRENE DR HONEYCOMB PAPER VISION LITE MODEL VLF-EZ-TG Q9 ..SBHY AIR LOUVERS. INC.. VI; ON LITE MODEL VLF-EZ-IG 9 BY AIR LOUVERS, TNG LEXAN GLAZING IN DOW CORNINGd995 VISION LITE MODEL V F- -iE 9 HY AIR LOUVERS. INC. W/ 1/2' LEXAN GLAZTNG�DOW CORNING #995 STRUCTURAL I ICON W/T x DQOR -O T W/ 1/2' LEXAN GLAZING S T N DOW CORNING 4995 STRUCTURAL SILICONE W/ 12' x 12' DOOR GUT-0UT dLARROWLITE (5'x20' D.L.❑.) STRUCTURAL SILICONE W/ 12' x 12'DOOR CUT-OUT NARf;_OVLTTE(10'xl0' DLOJ AN➢ DAYHAR VISION LITE NARROWLITE(10'x10' D.L.OJ. AND DAYHAR VISION LITE WITH 3/8' LEXAN GLAZING SET IN DOW CORNING 75995 WITH 3/B'LEXAN GLAZING SET 1N DOW CORNING 099 STRUCTURAL SILICONE, W/ 11 1/8'x 11 1/8' DOOR MAX.AS.D.DESIGN PRESSURE RATINGS STRUCTURAL SILICONE. W/ 11 1/D' x 11 1/8' DQOR CUT-OITT NARROWLITE (9 3/4'x9 3/4' D.L.O.). (OUTSWING SINGLE&DOUBLE DOORS W/ CUT-OUT NARROW I (9 /4'x9 /4' D. .0). MAX,A-Sa PRES_ RATINGS VON DUPRIN RIM PANIC DEVICES) MAX.A.S.D.DESIGN PRESSURE RATINGS (DUTSWING SINGLE DOLOR W/TWO SURFACE BOLTS POSITIVE +70 PSF (OUTSWING SINGLE DOOR W/TWO SURFACE BOLTS &DOUBLE DOORS W/FOUR SURFACE BOLTS) NEGATIVE -65 PSF 6 DOUBLE DOORS W/ FOUR SURFACE BOLTS) POSITIVE +65 PSF POSITIVE t65 ASF NEGATIVE -65 PSE NEGATIVE -65.UFy,-ZUj .. ``e<�<w`p� .... 1��0 ,•.y FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE) ASSEMBLY ELEVATIONS # 1 2 & 3 - V 110EN [ v'g ©=5 n>InI xc W_� l DOUBLE&SINGLE SERIES ISIS OUTSWING CAHNEROI DMVM Dr: DD =' S�••,.A i MVANNEAL OR STAINLESS STEEL DR W/SERIES"AS SEE SECTI❑NS ON SHEETS 5, 6 & 7 Ar - 16 GAGE GALVANNEAL OR STAINLESS STEEL FRAME F.R.L. _ ; No. Q• FLUSH EMBOSSED c GLAZED ASSEMBLIES-L.M. 03/27/t5 - SEE SHEET. 3A FOR MAXIMUM A.S.D. DESIGN PRESSURE RATING IL ECO.rbc. DAYBAR INDUSTRIES LTD DATE S a�'I s.8. ENG. 1cvsrM�-nP.Auw �wuMaM�Im SCHEDULE FOR ASSEMBLY COMBINATIONS, ons -,�. :raml-I�,I TO, gx}d000m a79-4204 Ts=osz ' F MfnM R e-m7S folemoonLcaA DRAWING Ne t1ci SKEET x of 1Ba� n s� 6