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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online vil P 7 SCANNED { �., BY , `>` Y St. Lucie Cnnntt IN IF 'VAnIv. +'M� �. Y*.+-RbY11�++�&-�i2tN:� w�'f��•y�j �'3r•Ymd a�S'..w���.:.en�ta-wrr�.'�' .�. eCIS :-cme 'c9 1, User ReriaraMn Mpl %P25 SuCln S,,Cl r, a 5.15 8 FaM Ru[uceti<n r8C Stan 3C1S srte Map ❑nk5 such ' uct Aper provaldbpi 't(USER. pcbir Er eccrc. i fort > FrccuR a Acc > P[ce[Cuy^r_i_ . Appliratipn Derail c�s?i',-irr�=-ram F„3:,41`ix"'-'! FL II FL177C2-Rl Application Type Editorial Change Code Version 2C 14 Application Status Approved Comments Archived Product Manufacturer Whirlwind Steel Buildings ., Address/Phone/Email 8234 Hansen Read Houston, TX 77075 (832) 555-4611 ;ose. ortega CD@Hh i rlwmdsteel. cam Authanzed Signature ;ose Ortega )cse.cnega@whirlwindsteel cem Technical Representative Steve Wright. Address/Phone/Email 8234 Hansen Road Houston, TX 77075 (632) 553-4828 steve.wrig ht@whirlwindsteel. com Quality Assurance Representative lose Ortega Address/Phone/Email 8324 Hansen Rd Houston, TX 77075 (713) 946-7140 jose.ortega@whirlwindsteel.com Category Structural Components Subcategory Structural Wall 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 Terrence E Wolfe the Evaluation Report Florida License - PE-44923 Quality Assurance Entity Lenard Gabert and Associates Quality Assurance Contract Expiration Cate 05/03/2018 Validated By Locke Bowden ' Validation Checklist - Hardccpy Received Certificate of Independence FL_77C2 R: CC] Letter of Certfaocr- -SECured. Referenced Standard and Year (of Standard) Standard ASTM E 1592 Equivalence of Product Standards Certified By Sections from the Code all �n�C2� Year 2C05 httn-//www_Acririnhididina nro/nr/nr ann rltl acns7nnram=w(:FVYOunnncq/7hhtJ:m1 RH 4nnn17 Florida Building Code Online Page 2 of 2 H Product Approval Method ~ Date Submitted Date Validated Date Pending FEC Approval Date Approved Summary of Products Memos I Option D 05/OS/2016 05/17/2016 05116 08/ 17/2016 FL # Model, Number or Name Description j 17702.1 7.2 'Nall Panel 26 Ga. 7.2 'Wall Farrel ever cpEr. framing Limits of Use Installation Instructions Approved for use in HVHZ: Ne FL77C2 R: H 7.2N'l ll PEcei NCN r'VHZ Securer. CCf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, F.E. 44523 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +85.0 PSF/-85.0 PS F Evaluation Reports Other: +85.0/-85,0 psf @ F-0" a C. Install per FL17702 R/ AE 7.21N Nail Panel NCN HVHZ-Sec=retf pdf manufacturer's details. Not for use in HVHZ Zones. Created by Independent Third Party Yes 17702.2 Low Span X Wall Panel 26 Ga Law Span x Wall Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17712% RS 11 Loco Rib X.'flail Panel NCM t" /HZ. Securer; act Approved for use outside HVHZ: yes Impact Resistant: N/A Verified By Terrence E. Wolfe, P.E. 44923 Design Pressure: +52.1 PSF/-135.3psf Created by Independent Third PartyYes Other: +52 1 psf @ F-0" a C. -49.5 psf @ S'-G" c.c. -135 3 Evaluation Reports psf @ 2'-0". Install per manufacturer's details. Not for use in F07702 R1 AS 1_0. Rib X i P-Ili NCN HVHZ Zones. 5ecured.0f Created by Independent Third Party: Yes 17702.3 Super Span X Wall Panel 26 Ga. Super Span X'Wall Panel over open framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17702 R: if Super Scan X'Nal, PBllel ^ICrI=V-_Z Approved for use outside HVHZ: Yes Impact Resistant: N/A -Securea-gicf Verified By Terrence E. Wolfe, P.E. 44923 Design Pressure: +52.1 psf/-135 3psf Created by Independent Third Party: Yes Other: +52.1 psf @ 5'-0" o C. -46.9 psf @ 5'-0" cc -135 3 Evaluation Reports psf @ 2'-0" Install per manufacturer's details. Net for use in FL17702 R'_AE SQer=gan X Wall Panel NCN HV i!_Z -Eecured.odf HVHZ Zones. Created by Independent Third Party: Yes Cc r�S 260, Blair Stone Rode Tallahassee FL 32399 Pbcne, 850-4E7.1824 IA The State at Florida 5 an Ivi EEO employer. Ccovndnt 2007-2C13 State at Florida ' Privacy statement Accessibility Steemert - Refund State pert Under Fbnaa law, email a11re55e5 are public records. If you do not want your e-mail 2adress released In respCcse to a publlCrederds repui ao not send electronic mail to this enta, Instead, contact the office by phare or It, traa6mnal mall. If you have an, c.tc R, please contact 850 487 39E `Pursuant [a section 455.275(:,, Florida StaNRS, eHc,,a Cutter 1, 2012. licardeed licensed under Chapter 155, F S. must provide he C2panRent'.,M an erfad ocress if ber, tale de. The en'.dll5 Provided may to used for official Communication with the licensee However email adare5se5 are putio record If you dd not Wish to SUPpIY a peR_dnal address, clea5e pal tYe De,ardiall witf: an email address which Car. be made alallable to the el To determine If you are a IIconsed, under Chapter 455 F S., please dick here. Product yApproval Accepts: rM1 M cter,,l Cam Safe w a1\ h rr..•//,.,.,,.., Fl_ :A_l_..:IA:_,,. -A ___..n__-.____...1rT I'll .I -n. -It-t-.nI__r n111 n.n.nn. A Enrc. F nginccnw, & -[,,,mg Ir., Product Evaluation Report WHIRLWIND STEEL BUILDINGS, INC 26 Go. Super Span X Wall Panel over open framing Florida Product Approval # FL 17702.3 Florida Building Code 2014 Per Rule 61G20-3 Method: 2 -B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2)(B) NON HVHZ Product Manufacturer: Whirlwind Steel Buildings, Inc. 8234 Hansen Road Houston, TX 77075 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-3 ,``fit L1111111jI1, N C E. F ty 1,1 No. 44923' it 14 b • STATE OF ; rc 4 ,r:. pL 01t1 se. orrcce. � F ' • \ •xrm "1 r; AL ��1V` �`• 1jI11111f1t FL# 17702.3 �� 04/30/.2015 iN EUYC. E.n4tncertn_; .@ Tc,rn� 1(Il He„ w,, 1, Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1592-05 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. Reference Data: 1. ASTM E 1592-05 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 14-0286T-14A-C. 2. Certificate of independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for wall cladding wind loads. These component wind loads for wall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must he in compliance with Florida Building Code 2014 Chapter 22 for steel, and Chapter 16 for structural loading. W r V S`^ vPlti tf t t t rt,�,' N•C E • E. ���• t C E H S F <.� ;f ' No. 44923` STATE OF ••��' •ALORIDA.?� OxmONtn N,11%�f',,, FL# 17702.3 04/30/2015 6.,ria rnril?cc=;n„ & Te.t:nu l;c tl [S' Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1709.2. Product Description: Super Span X Wall Panel, 26 Ga. Steel, 36" Wide, through fastened structural wall. panel. Structural Application. Panel Material/Standards: Material: 26 Ga Steel, panel material shall comply with Florida Building Code 2014 Section 1405.2. Yield Strength: Min. 80.0 ksi Panel Dimension(s): Thickness: 0.0185" min. Width: 36" coverage Rib Height: 1-1/4" major rib at 12" O.C. Panel Fastener: 412-14 x 1-1/4" Ultimate HWH SD with sealing washing or approved equal at.12"- 12"-12" fastener pattern. Panel side laps fastened together w/ X-14 x 7/8" Ultimate HWH SD w/ sealing washer at 20" O.C. Corrosion Resistance: Per Florida Building Cade 2014. Substrate Description: Design Pressures: wu� Min. 16 Ga. Steel Framing. Framing must be designed. in accordance wl Florida Building Code 2014. Table "A" Maximum Design Pressure: -46.9 psf -135.3 psf +52.1 psf Fastener Pattern: 12"-12"-12" 12"-12"-12" 12"-12"-12" Fastener Spacing: 5'-0" O.C. 2'-0" O.C. S'-0" o:C. `Design Pressure includes a Safety Factor = 2.0. H1tE! F't' C CE NSF — No. 44920 • r� _ •o • STATE OF ; 0RI�A.'2 aner:mer i •y. •. •V'1 ,. CDA rosin "� ,, NI 1 t N �t`,, FL# 17702.3 04/30/2015 Norida Building Code Online kv V jO Page 1 of 1 SCANNED �Ile Co�' BY St. Lucie C i tntt ! Ar,. SCIS Home Log In User Registration Hot Topics Submit Surcharge Stat58 Facts Publication FBC Staff SCIS Site Map Links Search dbpr a Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Code Version 2014 Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number or Name ALL Approved for use in HVHZ ALL Impact Resistant ALL Other ALL Search Results - Applications Refine Search FL# 8888 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 FL# Type Manufacturer Validated 8 1 Status PI 8888-R4 Afi'irmation ASTA DOOR CORPORATION Category: Exterior Doors Subcategory: Roll-RUA Exterior Door Assemblies Gordon Thomas, P.E. (513) 314-3653 Approved History 'Approved by COPR. Approvals by UBPR shall be reviewed and :armed by the FCC and/or the Cbmmissibn if necessary. Conrad Us �: 2601 Blair Store Road Tallahassee Fl. 32399 Phone: 850481-1824 The State of Flddtla Is an ANEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Acassiblll[v Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response ro a pub0orecoms request, do not send electronic mail to Nis entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85D.487.1395. 'Pursuant to Section 455.2)5(1), Florida Statutes, effective Cctober 1, 2012, Ilcensees licensed under Chapter 455, F.S. must provide the Department wide an email address if they have one. The end Its provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: W� ©<M 13 Credit Card Safe go�\ 0? eo�-5 https://www.floridabuilding.org/pr/pt_app_lst.aspx 6/2/2017 USE YY- 16 X 1.1/4- HEX HEAD BOLTS, USE 26 GAUGE GALVANIZED STEEL GALVANIZED ACCORDING TO AS.TM. M53-MO AND FINISHED WITH BAKED EPDXY PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.) INTERIOR ELEVATION DOOR CURTAIN & BOTTOM ANGLE SEAM $-X2'KY,6'� DETAIL STPL'GTURAL STEELANGIE �] In. J 58' 114'FLATWAsHM 5/1°--I9 HEX NUT � 5/&' y6-HApNS TRILN. HCMDSTCP UFTfiLIP` 1/4--20 HEX D. NUT CORRUGATED SH ET 1e4-LOCK I ONELOGXIDCATEDAF EACH END OF CURTAIN. NOTES' 1. STEEL FOR CORRUGATED SHEET ASTM-A553 WITH A MINIMUM YIELD STRENGTH OF 80 KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE SU) 2. GRADES ROLL FORMED 112) GAME (.11 W- 120'IGALVANIZED STEEL 3. GUIDE INSERT FORMED(12) GAUGE GALVAA6 DSTEEL 4.00) GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO W1W X.440- POP RIVETS ON FOUR CORRUGATIONS PER SIDE OF EACH SHEET. CIO ' n... 'HEAD •J?yv STOP I v4• D 3' RAW, 27p, GUIDE INSERTLOCK -1y DETAIL 1/4 -20K I. Va• TRUSS HEAD SCREW FOR STEEL JAMB, USE x14 X I-SELF-DAK LING FOR CONCRETE JAMB. USE;/3'K2.11, SCREWS AND FASTENED 6-MOM FLOOR AND EXPANSION BOLTS WITH I.W' MINIMUM �OJ SVACEO AT 6' ON CENTER THEREAFTER. EMBEOMENTANDFASTENED6'FRH, 4 I FLOOD MO SPACED AT24-ON CENTER THEREAFTER. �1 AuaA ulBluuu J \TXILXNEse / w�y Io T LII °/ I -SLOT — 1.1/1 (SEE NOTE 2.) - X x' 1 i/16' STRUfiTURAL STEEL ANGLE IJEAW DIJ GUIDE CLIP �� r ev- P .]li SIDE ELEVATION sD 6- v .zs7 1_ V ALTENNATE .:Da BOTTOM BAP x.eee )3,� ATTACHMENT WINOLOOK CLIP CHIDE INSERT "NAP GNIDn WPMFxI DnO, (SEE NOTE 4.1 (SEE NOTE 3.) n P®ml Nep psl Appel eeynn ^ ; _ ALUMINUM Tm""w EXTRUSION In 15 3E 301 OBIT v SLIDE GTNUCNPAL "" BOLT LOCK ANG E ,Am Ova 6i 91% BOTTOM 0.5RNGAL IOa}I If axl BUMMARTOFMTEIUMPoRC..ALTERIYTNEDMOUS U." COMPAREDTDCERRDEDTp1MG4mRAfi1RE9 REPoPi AV:LM-IESY(pATMI6y,L 13xZI ROLLING WEFT DOOR ,MT IE' 'MAN, eESION W1101GAD.A9e W 14.21 9MlICAM PRESSURE TESL fpM111Gi[DryACLMpNIGE'MMAg1MEtS11N 19r$1 YEEMN OUGULAH 17,21 EDUA-OR LESSTLN THILE HINTR EOMGDAT THE GNOE$EpU4100R LE591WlI RAISE WLCNATEDFOq OERi}pN0. ,2i21 114E m06ATE9 NNAFT THE OTRMAL.I IMHOUG6n W s MIGRON£ I9n21 ,I GUOEANGIES, AAOJAMOAHCIgMGEI LW.L ALL NGTADIA. TO APFTKVNA,ElY THE GAME A 9 THOSE N THE REST.. RNOMAED THAT 10.11 1NELYNROCpISiNIF1FD THE SµFfORI1LOPE1816lMOLNS kWMHna Nneslmv �n�� 4255 MCEver hd.IrMl Give Pw. P` 9M-2 b�Dn�C�Nn P1p1g: fTR0014-26W /TeX:I/T01824-145.5 NbD 3Ib: vwv.asbdvcvn ive6Xe+1ISIM nmbam a.4gn Pnmvn Model 203 Windlock Commercial Sheet Door e 5 ,13.1 G.4 11].1 °IA 2D3 2°1 0011 L00 le DID 16.0 )0] oG1I 1E5TSITE BESION PpFSSUpE TE4T PpE8.9M1 11 BAR .6 2m 0.11 I6' WIDE X p' NIGH t35.0 t52.5 13 SSA "A $DTI 0.017 ODD MAXIMUMSIZE 20-WIOEX21'HIGH 13 40.0 480 2N SCALE c VARIES TESTLOCROON CERTIFIED TESINO LABORATORIES >253 NAgCC05EE RCUU IA IS 4S] GIB 43] MAX 20] M3 .11 OBIT TOLERANCES MACTON.A IM2 le 350 ]SO $03 O.OI) OFL'°NOO, R 32M .Xc aJQ2 11 IA 19 31.1 M.I M) ate 2R, IS, 203 3W 2W 0011 0.11 001, .%Kc f'015 'AXX= 4.005s 5 REFERENCE OTL TEST REPORT 12Sjy' EVALUAMN REPORT AER-07-0D39 NYWN Pn, 1., 45UESI., PRAISED62M �File C®P3' .. � ._-a �s,.'• '�YIA"C�� `'� 3Y't'.^�7�` �'i o� � �s..� Yrr r-- ` J Sal, 061- 8CMt- �im1.- .l%1'L Home Wp M User 0.eglstrition +ot 'n pits woml[ Su¢Berye SSl a 5 -ZM Suplr drixz IBC SUR BCIS Site Mao tints Searcn U5ir1F<,S _ ry�Y T(p (�(�] � Product 13LIl-s stoma :�' USER: Pu[Brc Approval,,1 f Application Type Code Version Application Status Comments Archived Product Manufacturer Andress/Phime/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method - Appliwtloo Demll FL!5454-RI Revision 2014 Approved 04/29/2015 DAYBAR INDUSTRIES LIMITED 50 West Drive Brampton, NON -US 32811 (90S) 625-8000 deds n@daybac.com Dodson Mark dodson®daybar com SGANNEu BY St. Lucie Count, Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Waiter A. Tiiht It., P.E. Me Evaluation Report Florida License PE-44167 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 08/19/2019 Validated By Steven M. Unch, PE Validation Checklist - Hardcopy Received Certificate of Independence :.�:� R1 CJi»��ar,Lrc•.iS.T.�.E��.L�Rwc.1s-0iZ.2tlt Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code ��I� M GeGf-.5 Year 1994 1994 1994 SHEETS CONTENT: PAGE #1 INDEX & COVER PAGE PAGE #1A ASSEMBLY ELEVATIONS, (DETAILS #20,21,22) PAGE #2 TYPICAL SECTION THROUGH, VERTICAL/HORIZONTAL. PAGE #3 FRAME SECTIONS AND REINFORCINGS, (DETAILS #15,16,17,18,19) PAGE #4 DOOR SECTION THROUGH EDGE SEAM, (DETAIL #6) PAGE #5 DOOR TOP AND BOTTOM TYPICAL END CHANNEL, (DETAIL #12) PAGE #6 DOOR SURFACE CLOSER REINFORCING, (DETAIL #11) PAGE #7 DOOR SURFACE CLOSER REINF AND END CHANNEL ASSEMBLY, (DETAIL #13) PAGE #8 DOOR STEEL TOP CAP, (DETAIL #14) PAGE #9 DOOR HINGE REINFORCING. PAGE #10 ANSI #A115.1 #86 MORTISE LOCK,RP REINFORCINGS, (DETAIL #9) PAGE #11 #161 LOCK, REINFORCINGS, (DETAIL #8) PAGE #12 RIM PANIC SURFACE BOLT REINFORCINGS, (DETAIL #10) PAGE #13 13A ANCHOR OPTIONS AND DETAILS PAGE #14 BILL OF MATERIALS MAX. A.S.D. DESIGN PRESSURE RATING +90, —90 PSF THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN -THE STATE OF FLORIDA ILel.IV P-Drfll _owl to 1. SINGLE SERIES LS18 FLUSH/EMBOSSED OMSWING COMMERCIAL STEEL ODOR W/SERIES 'AS' FRAME SHOWN ON TNIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE M14 (5tN EDRION) OF THE FLORIDA BUILDING COPE DOOR MAY BE INSTALLED AT HIGH VELOCITY HURT?CMIE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS I=OF THE ABOVE MENTIONED CODES, USING ASCE 7-10 AND SHA1 NOT EXCEED TIRE w MUM (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. IN MOM TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHAH BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN MOM TO COMPARE THESE W/ MAX. (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET. THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VEWFIED IN AFCORDANCE WRH SECTION 1626 OF ME ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203 AS PER HI. LAB REPORT #0279-1017-01 AND AS PER SUBMITTED STRUCTUM CM-GULAMINS, PERFORMED AS PER SECTION 1616 OF THE FLDRIDA BONDING MOE 2 ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLIWIE DEAR SHEETS AND AT BILL OF MATERIALS (SHEET 14) OF THIS DRAWING. 3. COMPLIANCE OF EGRESS / OWE REQUIREMENTS OF THESE DOORS PER MC TO BE DETERMINED BY BUILDING OFFICIALS ON A CASE -BY -CASE IVSTS. 4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER DIN 50018 WITH 50 kd YIELD STRENGTH AND 90 Psi TENSILE STRENGTH h SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.32.4. 5. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. 0.1.3 AND 0-19.0 REGULAIONS. USE ENO ELECTROOES 6. ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EMSIING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 13 OF THIS DRAWNG. MMIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEET IA OF THIS DRAWING- T. PROME 1/4' MAX. LOAD BEAWNG SHIM $PACE 3 THIS DOOR WIM NOT REOURE A HURRICANE PROTECTION DEVICE 9. THESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFM1NATION AS PER TESTING INDICATED ON NOTE 1. AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON ME SHEET. 10. PROVDE SPECIFIED SEALANT AT ALL ODOR FRAME AND THRESHOLD. 11. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Ls. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. (b) CONTRACTOR TO BE RESPONSIBLE MR THE SELECRON. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,. BfSEI ON THIS P.E.D.. PRONDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITT'. (c) THIS PRODUCT EVALUATION DOGUMENT (PLED.) WILL BE CONSIDERED INVALID IF &TMED BY ANY MEANS. (B) ORIGINAL P.E.U. SHALL BEAR THE DATE SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 12. PRODUCTS MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOGNON AT DOOR. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.5 OF THE FLORIDA BUNTING COOS FLORIDA BUILDING GDOE (HIGH VELOCITY HURRICANE ZO,. SERIES LS18 FLUSH OUTSMNG COMMERCIAL MWWx en STEEL DOOR W/SERIES 'AS' STEEL FRAME 6R1. DAYBAR INDUSTRIES LTD m/ 6Un 15-053 9PfI 1 014 1 J [ DETAIL 016/3 EA SIDE1 40.5000 MAX ROUGH OPENING VIDTH 8 40.0000 36D000 E SEINFORCING CLOSER 3/) r 1 END CHANNEL 1 Wx REINFURCING DETAIL D12/S TOP CAP DETAIL 014/8 SURFACE DOLT REINFORCING DETAIL 910/12 DOOR EDGE SECTION SEE DE SURFACE CLOSER o 8 REINFORCING u ow DETAIL A 11/6 - 2 1 K RCI RP RZIWDETAIL SEE DETAIL i9/10 DOOR SECTION THROUGH/ R SEE DETAIL96/4 ry % of / e SLIkFACEREINFU BOLT V REINFORCING ➢ETAIL #10/12 ENTAIL012/D CWINNEL Jh� DE5 13 ♦ BET. 17/3 4 2.7500- I� 10. Tun-Tun-�1 2.Fi00 DE1 ASSEMBLY #1 OR ELEVATION SINGLE `OoR S, OR V0ODSLREW S DOOR EXTERIOR VIEW (OUTSWING) (SEE SHEET 2) WALL CONDITION — EXISTING MASONRY OR WOOD STUD WALL ANCHOR! EM,A DETAIL #22 DETEX RIM EXIT DEVICE MIA& 416/3 ` 405000 MAX. RESIGN OPEMNG WIDTH 0.0000 36.0000 SURFACE CLOSER REINFORCING DETAIL 111/6, 13/) l/ END CHANNEL w� REINFORCING DETAIL 412/5 x - TOP CAP DETAIL 614/8 SURFACE CLOSER p g REUNFORC DETAIL 00LIV6 1© MORTISE LOCK \ REIN IN SEE ➢ETAR. 49/10 DOOR SECTION THROUGH/ / SEE BCTAIL16/4 EN➢ CHANNEL DETAIL 012/5 N 1 ➢ET. I7/3 27500-j -. -4-J. TriAx 2.7500 ASSEMBLY #3 ELEVATION SINGLE DOOR EXTERIOR VIEW (OUTSWING) WALL CONDITION — MASONRY ANCHOR: WIRE DETAIL #21 MORTISE LOCK. • �1('ENSF •. •'; No. 44167 :may .c � x ',....(•C1 \y\` /1� '1Pl110(\\4\\\ FLORIDA HUILDING CODE (HIGH YELOCDY HURRICANE b e mm nirzm xc (�x➢xNl SERIES U18 FLUSH OUTSWING COMMERCIAL STEEL DOOR W/SERES 'AS' STEEL FRAME M. ar: FRL �LNc. DAYBAR INDUSTRIES LTD B0 "'saw ur w w/wz�ls n�r ranxc et�FNDN�rnrNc coa uNr ..,,oa rx.mNroxw; WNIWA nY/lr1A. v.E FW6M Lk. / M16/ oRAwwo x� SIEE! IA Oi WALL CONDITION .VARIES SEE NOTCH THRESHOLD EA. LEVATIONS PAGE 41, AND ANCHOR SI➢E TO SUIT JAMBS, DETAILS PAGE .#13 ® 3/4' CELL 16 THRESHOLD SEAL JOINT WITH GE ` PAPER HONEYCOMB SILICONE SEALANT 1) AS 5 3/4' SERIES FRAME SEE (TYPICAL) SECTION DETAIL 615,16 (PAGE#3) WEATHER STRIP NGP #120NA SECURED WITH DOUBLE ROW OF #6x1/2' SMS SCREWS @1' FROM EACH END AND 4' C/L (AS PREDRILLED BY MANUFACTURE) W16 THRESHOLD NGP #950NA I .\ CURED WITH TAPCON 3/16' x 1 3/4' FLAT HEAD MASONRY SCREW OR # 8 x 2' F.H. S,M.S. 0.125 (-OR # 10 x 2' F.H.W.S. LOCATED @ 2 3/4' FROM EACH END AND 10' C/L. (4 SCREWS TOTAL ON ASSEMBLY) APPLY GE SILICONE II CLEAR SEALANT TO BASE OF THRESHOLD PRIOR TO INSTALLATION 00 p_ o SURFACE APPLIED WEATHER IN STRIP 35.7500 R/❑ 40.0000 (MAX. 40.5000) TYPICAL HORIZONTAL SECTION ❑UT 3 BEADS GE o~ o DOOR MODEL: SERIES LS18 FLUSH OUTSWING SILICON II COMMERCIAL STEEL W/ SERIES OAS' FRAME FLOOR LINE ❑UT --� 5.0000 16 EXTRUDED ALUMINUM RESHOLD NGP 4950NA TYPICAL VERTICAL SECTION M NUT . 2 DOOR 18 GAUGE .045 MINIMUM. LL STEEL COMPONENTS OF THIS ITEM, Le., FACE SHEETS, INTERNAL COMPONENTS AND REINFORCEMENTS ARE MANUFACTURED FROM TENSION LEVELED STEEL CONFORMING TO ASTM A924, GALVANIZED TO ASTM A653/AG53M, COMMERCIAL STEEL (TYPE B),'COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL, AVERAGE TENSILE STRENGTH. 52 KSI )AVERAGE YIELD STRENGTH: 45 KSI, ELONGATION. 407.. Q.LFRAME 16 GAUGE .058 MINIMUM L STEEL COMPONENTS OF THIS ITEM, i.e., HEAD, JAMBS, REINFORCEMENTS AND ANCHORS ARE MANUFACTURED FROM COMMERCIAL STEEL (TYPE B), GALVANIZED TO ASTM AG53/A653M, COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE GALVANNEAL: AVERAGE TENSILE STRENGTH, 52 KSI AVERAGE YIELD STRENGTH, 45 KSI, ELONGATION: 407.. MAX. SHIM SPACE IS 1/4' TYP. vame+N SERIES ISIS RUSH OUTSWING COMMERCIAL STEEL DOOR W/SERIES 'AS- STEEL FRAME _ DAYBAR INDUSTRIES LTD � Ar NM � b,•Y• O1xe. ERINO COYfINY .: rmm-m, b am vw mo ru m as-,m. o FA n. PAL wn>ns arz 15-053 M.. xo aRi 2 01 A 112 n �LL.875� REINFORCING MATERIAL GAUGE 12 MINIMUM (0.097 THICK) GALVANNEAL SURFACE STRIKE REINFORCING DETAIL #19 E• 1. DIEMITERED CORNER CONT. WELDED INSIDE FACES & AT RETURNS 2. CAULK COMPLETE INSIDE CORNER WITH GE SILICONE II TYPICAL WELDED CORNER DETAIL #16 MATERIAL, GAUGE 10 MINIMUM GALVANNEAL ® 4 1/2" FRAME HINGE REINFORCING DETAIL #17 MA I LMLAL: GAUGE 16 MINIMUM (.057) GALVANNEAL (I AS 5 3/4" TYPICAL SECTION THROUGH DETAIL #15 MATERIAL, GAUGE 12 MINIMUM GALVANNEAL ( 4 7/8" STRIKE REINFORCEMENT FOR FRAME DETAIL #18 r2.18751 8-32 CREW (CREW DEAD LOCK STRIKE TAB 14 GA (0074) MIN ATTACHED TO -STRIKE JAMB W/ (3) 1/8'0 PROJECTION WELDS. OPoOA BUILDING CODE SERIES U18 FLUSH OUISWING COMLIERCIAL STEEL DOOR W/SERIES 'AV STEEL FRAME DAYBAR INDUSTRIES LTD 0 LOCKSEAM FILLED WITH HELMIPRENE # C8323-1 ADHESIVE -SEALANT BACK OR NARROW SIDE MATERIAL: (2)18 GAUGE = .045 MINIMUM GALVANNEAL BOTH DOOR EDGES 1/8' IN 2 BEVEL 3/4' CELL PAPER HONEYCOMB DOOR FRONT OR BONDED TO FACE SHEET WITH WIDE SIDE CONTACT ADHESIVE HELMIBOND # 8320-1 DOOR SECTION THROUGH EDGE SEAM, DETAIL #6 �J ^ice FLCRax BUILDING CODE (HIGH Vmxw HURRICANE 71 o.44 BIB OUjAWING ovF.K r.: 6RUSHSERIES N0.44107 S 'q; EEL FRAME STEEL DOOR W/SERIES -AS- STEEL FRAME /SEE r.nL 't= �l� DAYBAR INDUSTRIES LTD art f{, n�wr resnx< �cume earvurc r^ w'^'� �/�OP;•a�d �i�-: 6mm:-rin ,•e m: em :>mm .0 sm ea.m. 15-053 0.0570 MIN, TYP. 35.0000 1/8.0 FOR 0.5625 SPOT WELDS (TYP.) J_ N n • p ' �1-1.8I25-1 3 — 0.3125 X 0.8750 OBROUND ELEVATI❑N MATERIAL: FASTENING SLOTS 16 GAUGE (0.057) MINIMUM GALVANNEAL DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAJjg : ,.l 2 .G !, �jla� oms vim oc loummcl FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE 2. SERIES ISTB RUSH OUfSWING COMMERCIAL STEEL DODR W/SERIES "AS" STEEL FRAME wexx _. FAL DAYBAR INDUSTRIES LTD m: +m mC°`a f8®mm ms.m• as/n/is 15-053 wmw x. 96 9 R1 PLAN SECTION MATERIALI 14 GAUGE (0,074) MINIMUM GALVANNEAL DOOR SURFACE CLOSER REINFORCING D ETAI L #110,,,.. ��GENSp JL V 1L W FLORIDA BUILDING CODE (HIGH VELOCNT HURRICANE ZI SERIES LS18 RUSH OUESMNG MUMERDIAL STEEL ODOR W/SERIES -AS` STEEL rRAYE rxi DAYBAR INDUSTRIES LTD _ wrt 15-053 1.4375 ,$t25 \\ DOOR TOP END CHANNEL (SEE DETAIL 12/5) ' � O ♦ n \ DOOR SURFACE CLOSER \\ `♦ \ q ' REINFORCEMENT `♦ (SEE DETAIL I1/6) \ � ♦ P ♦ \ DOOR SURFACE CLOSER REINFORCEMENT AND END CHANNEL ASSEMBLY DETAIL#13 o°y1PVE?3#'t RORIOA BuwNG CODE (HIGH VELOCItY HURR CANE Z SERIES I516 FWSH OWSl1'IHG COMMERCM '• —F- `nF' 9 3 STEEL DOOR W/SERIES W STEEL FRAME EEL FRL DAYBAR INDUSTRIES LTD mn :. lrmrx a nrcruc[Riuc MYPANY a wwc o�..�a, 15-053 o �`i«1ii •• �• �NAL•EW6�as�u ram: aan i s,. NOTE, MATERIAL 20 GAUGE L/q (0.035) MINIMUM RjFS C/L GALVANNEAL INSTALLATION, APPLY BEAD OF GE SILICONE II SEALANT TO EDOF LgRjFS PRESS INSIDE-TOPTTOP CAP INTODDOOR TOP CHANNEL & SCREW FASTEN QD VIEW) 3/16' DIA HOLE CSK FOR #10x2' SHEET METAL SCREW CONT. 20 GAGE GALVANNEAL PLATE I. REINFORCEMENT SPOT WELDED ASSEMBLY 0.035 (3)N10x2' TYPE A FLAT HEAD SHEET METAL SCREW flimal u DOOR ASSEMBLY AT TOP.EDGE TOP CAP (SECTION) PAGE #8 DOOR STEEL TOP CAP DETAIL #14 `.lEll� 4 GE SILICONE II SEALANT DOOR TOP (BOTTOM) -END CHANNEL (DET. 12/5) FLORDA BUILDING CODE (HIGH VELOGNY HURRICw1E &. °L p1L1 SERIES LSIS RUSH OUTSWING COMMERCIAL STEEL DOOR W/SERIES -AS' STEEL ERAME v�u. E C O DAYBAR INDUSTRIES LTD DInU,s Ewe. m vwc ""^°1• w d� r ovcwrcRnro couvwr ..m wow- �vniw w am ® ru u%m-.m. 15-053 r m.eaoxoA e-amnv onrmM e. wmu a. vs u�/urn sun Aosn 8_O0.'000 1 0,1340 EE 00 W v C7 0.3430 0.8750 6 0 0 0 0 0 0 o in o n 0.8750 n au cs 1.2500 DOOR HINGE REINFORCING. MATERIALI GAUGE 10 MINIMUM GALVANNEAL PLOMM BURRING CODE (HIGH VELD HURRICANE ZI o� SERIES LSiS FLUSH OMTSWING COMMERCIAL S EL DOOR W/SERIES 'AS' STEEL FRAME FAy DAYBAR INDUSTRIES LTD Exc. OSE mWW. m vm'w-aef1M0�im vm aa.m. h AN W� � �vma .• 15-053 roAFvc xe m L � aan v aru • F Z .1.S000 N � 0.3125 0 �Jljo o 4� A 79nn ---.I rGAGE 14 (0.074) MINIMUM RP REINFORCING SAME AS #86, LESS LOCK CLIP & MOUNTING TABS MATERIAL: ALL GALVANNEAL ELEVATION N o N N N 4.7500 --j o n I r 0.3125 L �-- 3.5000 —� o N PLAN o ANSI #Al15.1 #86 MORTISE LOCK,RP REINF_ORCINGS DETAIL #9 LOCK CLIP-18GA (0.045) MIN. ONLY VALID FOR ASSEMBLY #3 1.0625 k-= N 0.3125 0 g 1.1875 o 1-0.6875 1 2.1875 F 012-24 SCREW (3) 1/8'D PROJECTION WELDS DOOR EDGE MOUNTING TAB 14 GA (0.074) MIN un Womb Rini niur. 1:nn7 !HIGH VEn HURRICANE SC o ipa mrao c lvemm�ro) SERIES U18 RUSH OIRSWING COYYERCUL STEEL DOOR W/SERIES AS STEEL F E EILL IL EC O mic. nun aeamc a mum rxc convun e '�:tmbr-m, -'m m l oumw n.` vc n!uuL fH1aM rt / Hrbl DAYBAR INDUSTRIES LTD a°'a' pW1� p'"'"p� � xe e°am vn m ®-•m• wrz 15-053 ouvpcw awr to bE R• � �5 �W O �O �O �O• r-2.000-1 I o un o o lzf m O N O Ln O 1.250 1.250 6.750 MATERIAL: 18 GA SATIN COAT EMA BUTTERFL X, .; ,ANCH❑R .`OXV� •GEMS rF`�9 XI FLORIDA BUILDING CODE (HIGH VELOCITY HUR �� F eame vun vc.iwvmacJ SERIES L518 FLUSH OUTSWING COMMERCIAL ouwx m: - No. 44167 ' STEEL DOOR W/SERIES AS STEEL FRAME FAL IL ECO1Me. DAYBAR INDUSTRIES LTD mrnrys oP A . T ` PQ >fST/NO 6 OIWNfEPINE MYYANY n d CNYtl. W ]M�• '? 10°; 15-053 FI, Fg''•••...• �C>+�^ m-oouena owwmo w . papery /OONrALw�OP'^ �a"ui«rei wanrv. orx x � L REINFORCING) LOOP BARREL - SUPPORT DO ro N O 2.632 In BARREL SUPPORT MAT: 0.035 SATINCOAT i Ln lID co —VIEW X .I, 00 N 3~r� TO SUIT 8/32UNC r THREAD (4) 1/16'0 PROJECTION #161 EDGE REINF❑RCING WELDS MAT: 0.078 SATINCOAT SECTI❑N THROUGH EDGE REINF❑RCING V 0.20 N 0.390 —{ a 10 co N -4 O 0.712 r- REINF❑RCING LOOP MAT: ,035 SATINCOAT 0 1O VIEW X #161 LOCK, REINFORCINGS DETAIL #8 FLORIDA BUILDING CODE (HIGH VELOCRY HURRICANE $ SERIES L518 RUSH OUTSWING COMMERCIAL mein STEEL DOOR W/SERIES 'AS' STEEL FRAME _ oni E C O Lxc. DAYBAR INDUSTRIES lTD on 61�X IN�CMNIO CONVAY API1���� �4 m:w ma.a000 75-053 rve.�oa.ot� uamm x. /VIEW X I /✓ I I I VIEW X I I I I Ij I li I. I II I I II I I II I I II I I II I I I I o I II I o I II I I II I �1.6870� I I I II I PLAN �I I I I MATERIAL 14 GAUGE (0.074) MINIMUM 4jo0 DOORGALVANNEAL, GLUED TO I DOOR AT HEAD &SILL �'11 USING HEMILBOND 8320-1 1.6870 1.68�,0 / CONTACT ADHESIVE. VIEW X /~ 3D VIEW RICH V&o�sooil��EKY%rr/�s�.. PAGE #12 RIM PANIC SURFACE BOLT REINFORCING,-'�a?' uceias fly: ,m ®� RIIEESBU18IHRUSHOOUTS"NG WNMERRCIgAIURR GNE DETAIL #1 O + N QQ STEEL ODOR W/SERIES 'AS' STEEL FRnME •'w M1. `v: IL ECO1xc. DAYBAR INDUSTRIES LTD w�rzls i Rr�:; ., n rzsr��anw maa�Hr so asr vac wumu ' �T'•, ? i'® m: ®®.aom..'c d aa.m. 15-053 `: Fs . Q .. h'ld '�Nq C1G RR)EA A Till! A VL .///Tllfll� 1\NH"'Y /[Dan1 tt / u/s/ m suit 1x ro I/ 4 (4 1 (4) #8-W/ 1-1/4' Min. THREADED PEN _6_, F.H. WOOD SCREWS PER ANCHOR. 1/2' Min. GYPSUM WALL BOARD OR PLYWOOD SHEATHING (TYP.) CONCRETE BLOCK VALL RE0'D �I MAX: I/4' SHIM SPACE a a JAMB Q e. 8 EMA BUTTERFLY „a 4 ANCHOR ° (SEE SHEET 13A) d O e d 9 ad ; < I O ad B a a n d - 3' MIN e d .4 ' a. CONTINUOUS CAULK - BOTH SIDES (TYP.) u < n CONTINUOUS CAULK 1 1/2'� BOTH SIDES'(TYP.) MIN 4- MIN-- MORTAR POURED CONCRETE OR GROUTED RED'D. MAX 1/4' SHIM SPACE EMA BUTTERFLY ANCHOR O (SEE SHEET 13A) 0 CON)INUOUS CAUL( BOTH SIDES (TYP.) JOINT CONCRETE BLOCK WALL REO'D. WOOD BUCK ® MASONRYWIRE ANCHORS (0.157' DIA. W/©3/8' • 5' FLAT HEAD STEEL (MIN. 2'x D' NOMINAL) 9 1/2- LONG) IN HORIZ. MORTAR JOINTS; UCAN-SLEEVE ANCHOR W/ 1 1/2' Min. (8) 3/8'-16 X 6' STEEL CARRIAGE FILL JAMBS m SOUD WITH MORTAR EMBEDMENT. BOLT C/W NUT AND WASHER 'DAYBAR H PTI—DOI- WIRE ANCHOR DETAIL #21 (E,M,A,) EXISTING MASONRY (E,M,A,) EXISTING ANCHOR DETAIL #22 WOOD BUCK ANCHOR n _ _ ❑PTI❑N FOR DETAIL #22 0 o o �7 CLPIN STUD ANCHOR DAYBAR PART # PT1-004 MATERIAL GAUGE 20 (0.035) GALVANNEAL 7� 2 PIECE COMBINATI❑N STUD ANCHOR DETAIL #20 N❑TEST 3 ANCHORS REQUIRED PER JAMB, 6 PER FRAME FOR DETAILS 420 & ?� 4 ANCHORS REQUIRED PER J...'- �. A PER FRAME FOR DETAIL #22.,s- ucF BLGRIDA BUILDING CODE c>a,enmorcl°1�T""'�7 SERIES U18 FLUSH DDTSWMHUIL'OYLlE11 STEEL ODOR W/SERIES 'AY STEEL FRI IL E C O 1xc. DAYBAR INDUSTRIES LTD n� r[snvc a vamcvrvxc royrAnr '°'� me """°� mamma I1n�I Lt / YI6) ovww sw dM/13 oert 15-053 ourac w 9�T 13 W 14 A &~ ". BAYBAR INDUSTRIES BILL OF MATERIALS: LIMITED ITEM QUANTITY MATERIAL BASIC DIMENSIONS OR ADDITIONAL DETAILS 1 1 16 GAUGE WELDED FRAME AS 5 3/4' JAMB DEPTH X 2' FACE X .057 MIN 2 1 18 GAUGE FLUSH DOOR COMMERCIAL STEEL 1 3/4' THICK X (.045 MIN). C/W PAPER HONEY COMB CORE 3 3 HINGE REINFORCINGS (BOOR) 1 1/4' X 10' X 10 GAUGE (.135 MIN) 4 3 HINGE REINFORCINGS (FRAME) 1 1/2' X 8 3/4' X 10 GAUGE (.135 MIN) 5 1 STRIKE REINFORCINGS (FRAME) 1 3/8' X 7 5/16' X 14 GAUGE (.072 MIN) 6 6 WIRE MASONRY FRAME ANCHORS (3 PER JAMB) (OR) 9 1/2' LONG X 10 GAUGE (.135 MIN) 7 6 CLIPIN STUD ANCHORS (3 PER JAMB) (OR) 1 7/8' X 5 5/8' X 20 GAUGE (.035 MIN) 8 6 EMA ANCHOR BOLTS (4 PER JAMB) (OR) 3/8' X 5' STEEL UNICAN-SLEEVE ANCHOR 9 6 CARRIAGE ANCHOR BOLTS (4 PER JAMB) (OR) 3/8'-16 X 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER 10 3 HINGES-HAGER BB1191 4.5' X 4.5' STANDARDWEIGHT (.134 THICK) 11 1 RIM EXIT, DETEX VALUE SERIES C/W UPTIONAL ALARM N/A 12 1 MORTISE LOCK, MARKS SERIES 5 N/A 13 1 CYLINDRICAL LOCK, 'MARKS SERIES 17Q GRADE #1 N/A 14 1 DEAD BOLT, MARKS SERIES 130 N/A 15 1 WEATHER STRIP, NATIONAL GUARD PRODUCTS #120NA SECURED WITH #6 X 1/2' SMS SCREWS 16 1 THRESHOLD, NATIONAL GUARD PRODUCTS #95ONA EXTRUDED ALUMINUM 17 1 CAULKING, GE SILICONE II N/A FLOPoDA BUIIDINO CODE (HIGH VELOCRY HURRICANE 1/ SERIES L 18 FLUSH OMMNO COMMERCIAL STEEL DOOR W/SERIES 'AS' STEEL FRAME I F.w DAYBAR INDUSTRIES LTD arz a asr aac w.via� w ae m�r.aam ®m. 15-053