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HomeMy WebLinkAboutAPPLICATION FOR PERMIT REVISION-PRODUCT APPROVAL PYOFFICE USE ONLY: L %& DATE FILED: L1 Z' � �j( Q� PERMIT# SLCO1704-0135 REVISION FEE: �, Qf� ��� + RECEIPT# I �,��, PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION Py 2300 VIRGINIA AVENUE - _—L—�KECEIVED FORT PIERCE,FL 34982.5652 L 7Lf (772)462.1553 PR 2 3 Z018 APPLICATION FOR BUILDING PERMIT REVISIOpermitting PROJECT INFORMATION e County, LOCATION/SITE ADDRESS: 260 SE Prima Vista Blvd(SW corner SW Prima Vista Blvd and Floresta Drive) .,� `� �.�R NSAe V,ARE SSUBJECT TO AW CO T DETAILED DESCRIPTION OF PROJECT REQUIRED BY MEL®6NRpECTORS T�►' REVISIONS: p'®1 �? Product Approvals for storefront system `O 'Itld�6� RT-`IH.QRD9 -T® CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC061217 ST. LUCIE CO CERT.#: BUSINESS NAME: Hooks Construction Co QUALIFIERS NAME: Steven C.Hooks ADDRESS: 2211 S.Kanner Highway CITY: Stuart STATE: FL ZIP: 34994 PHONE(DAYTIME): 772-419-8828 FAX: 772-237-3757 OWNER/BUILDER INFORMATION: NAME: Wawa Florida LLC ADDRESS:7022 TPC Drive,Suite 200 CITY: Orlando STATE: FL ZIP: 32822 PHONE (DAYTIME: 610-356-8000 FAX: ARCHITECT/ENGINEER INFORMATION: NAME; Cuhaci&Peterson ADDRESS; 1925 Prospect Avenue CITY: Orlando STATE: FL ZIP: 32814 PHONE(DAYTIME): 407-661-9100 FAX; 407-661-9101 a SLCCC: 9123109 Revised 06130117 c Planning & Development Services Department Building & Regulations Division LAPR CEIVED ' Product Review Affidavit 2 3 2018 r 1704-0135 Wn f '' Permitting 1 Building Permit# Owners Name Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number Type Windows 31.8/-42.4 -465 PSF. Kawneer IR501 FL#8787 Mullions 31.8/-42.4 -465 PSF Kawneer IR201 FL#8787 Fixed Glass 31.8/-42.4 -465 PSF Kawneer IR501 FL#8787 Block Glass Skylights Sliding Glass Doors --— -- -- — Swing Type Doors 31.8/-42.4 -465 PSF FL#8787 350IR FL#8787 French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material 31 .8/-58.3 -/+75 PSF FL14207-R16 Revised 07/22/2014 a.u.. I have reviewed the above components or cladding and I have approved their e i this struc e. These products prov.,* qEt j18% !stance to the wind loads and forces specified by current code provisions. ���'� ••••., ^���s Rick Z. Smith a' �: '��''�� ��•'•� ��= Name: Signature: •��' ���:9s1 Architect AR0010527 04/17/2018 3 Design Prof. Cert.No. Date: • �� •,• AR00j0527•:0p wb ®asoQ��REO Kawneer Storefront IR501 FL8787.2 R8 8 BCIS Home Log In f User Registration Hot Topics Submit Surcharge S[atr&Facts j Publications FBC 5taff BCIS Site Map Links �4 Search dbU4131 Product ApprovalUSER:Public User 6��raarayzcr� Product Approval Menu>Product or Application Search>Application List>Application Detall FL# 83-R Application TypL___RECE evasionCode VersionVED 011 eviewed, Furnish as Corrected No CommentsRevise and Resubmit Application Statpproved ❑Rejected 2018 Approved by DBPR.App •h�gq?,Rvlewed and ratified the POC and/or the Co mission; ne essary. y( Permitting This review is only for general conformance Comments with the design concept of the project and general compliance with- the information Archived ❑ given in the Contract Documents.Corrections or comment,; ,Wade on the shop drawings during the review do not relieve contractor Product Manufacturer Kawneer Company from compliance with the requirements of Address/Phone/Email the plans and speLifications. Approval of a 555 Guthridge Court specific item shall not include approval of an Norcross,GA 30092 assembly of which the item is a component. (770)840-6426 Contractor is rLsponsible for: dimensions to ! tanya.dolby@arconic.com be confirmed and correlated at the jobsite; information that pertains solely to the Authorized Signature fabrication processes, or to the means, Tanya Dolby methods, techniques, sequences, and tanya.dolby@arconic,com procedures-of construction; coordination of the Work with that of all trades; and for Technical Representative performing all work in'a safe and satisfactory Tanya A.Dolby manner. Address/Phone/Email 555 Guthridge Court CUHA IrI Pgl TERSON CTS,LLC Norcross,GA 30092 Date�� �' (770)840-6-6426 tanya.dolby@alcoa.com Quality Assurance Representative Mr.Scott Near • Address/Phone/Email 500 East 12th Street Bloomsburg,PA 17815 (570)784-8000 scott.near@alcoa.com Category Panel Walls Subcategory Storefronts 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 W.W.Schaefer the Evaluation Report Florida License PE-44135 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Terrence E.Lunn,PE 2 Validation Checklist-Hardcopy Received Certificate of Independence FL8787 38 COI Certification of independence. Referenced Standard and Year(of Standard) Standard Year AAMA 501 2015 AAMA 501 2005 ASTM E1886 2005 ASTM E1886 2013 • ASTM E1996 2014 ASTM E1996 2006 J ASTM E1996 2009 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/23/2017 Date Validated 10/27/2017 Date Pending FBC Approval Date Approved 11/02/2017 7,na of Products Model,Number or Name Description .1 IR500-LMI IR500 Aluminum Storefront System s of Use Installation Instructions oved for use in HVHZ:Yes FL8787 R8 II Drawing 1633 odf oved for use outside HVHZ:Yes Verified By:W.W.Schaefer,P.E.44135 act Resistant:YesCreated by Independent Third Party:Yes gn Pressure:N/A Evaluation Reports r:Storefront size,pressure,assembly and installation FL8787 R8 AE Evaluation report WWS-309 odfements are to be as specified in the attached drawing Created by Independent Third Party:Yes 33.Job required design wind pressure shall be ted in accordance with the Florida Building Code er 16 and ASCE 7 Minimum Design Loads for Buildings anther Structures.This storefront system is rated as a wind zone 4 missile level"D"large missile impact product. All glass meets the requirements of the current ASTM EI300 8787.2 IR501-LMI&SMI I11501 Aluminum Storefront System Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL8787 R8 II Drawing 1461 odf Approved for use outside HVHZ:Yes Verified By:W.W.Schaefer,P.E.44135 Impact Resistant:Yes I Created by Independent Third Design Pressure:N/A Party:Yes Other:Storefront size assembly, Evaluation Reports pressure and installation FL8787 R8 AE Evaluation report WWS-305 Ddf requirements are to be as specified in the attached drawing Created by Independent Third Party:Yes No. 1461.Job required design wind pressure shall be calculated in accordance with the FBC Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storefront system is rated as a WZ4 level"D"large missile impact and level"A"small missile impact product.All glass meets the requirements of the current ASTM E1300 standard. Baek NeM • on ::2601 01alr Stone Road Dilphassee a 32399»Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Caovriaht 2007-2013 State of Florida,::Macy Statemen ::Accesiblllty 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 mall.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 Department with an email address which an be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ®� F�g ' an W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150a'Court North Palm Beach Gardens,FL 33418 Phone (561)744-3424 ENGINEER'S EVALUATION REPORT#WWS-305 Prepared for: Kawneer Company,Inc. 555 Guthridge Court Norcross, GA 30092 Phone: 770-449-5555 Prepared by: Warren W. Schaefer,P.E. Florida Professional Engineer#44135 Manufacturer: Kawneer Company,Inc. Product Category: Storefront Evaluation Method: 1-D(Engineer's evaluation) Product model&name: IR501 LMI& SMI Aluminum Store Front System Documents that must accomnanv this Ireport• 1 W. W. Schaefer Engineering&Consulting drawing No. 1461 Storefront size restrictions and assembl requirements: See drawing No. 1461 Maximum allowable design Pressure.- See drawing No. '1461 Installation requirements: See drawing No. 1461 Code compliance: _Code sections)& standards considered with this evaluation FBC Chapters 17 &24 and AAMA 501. Mullions: ` Mullion conditions stated in this approval have been tested in accordance with TAS-201, 202 &203,ASTM E330,ASTM El886& ASTM El996 and meet the requirements of FBC &AAMA 450. Glass: All glass meets the current ASTM E1300 standard. Test Standards a licable to the testing of this storefront s stem: 1 TAS-201,202 & 203,ASTM E330,ASTM E331,ASTM E283,ASTM E1886,ASTM E1996&AAMA 501 Test Laboratory: Intertek Architectural Testing, Inc. (Previously named Hurricane Test Laboratory, Inc.) Test report numbers: G049-0201-08, G049-0303-07, G049-1201-05, G049-0111-06, G4449.02-550-18, G4449.03-550-18 & G4449.04-550-18. Note: All HVHZ test reports have been signed& sealed by a Florida PE. General report notes & system limitations: 1. All size&installation conditions shown in this report and the referenced drawing No. 1461 are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code.' 2. Storefront systems shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in& outside of the High Velocity Hurricane Zones (HVHZ)- 4. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures (0.85 directionality factor may apply per the current ASCE 7 standard). 5. These storefront systems are large & small missile impact rated for use in wind zone 4& missile level"D"locations and need not be shuttered. 6. Dry glazing gaskets are in accordance with ASTM C864 or ASTM C509 per FBC chapter 24. Quality Assurance Entity: Architectural Testing,Inc. a� OCT 03 2017 Warrenr- Schaefer,P.E. Florrd .E.#44135• LU b m b 6 <� ca 2 GENERAL NOTES 1. CND:NFD BO:THIS PRODUCT HAS BEEN TESTED,ANALYZED& Dm"IN.APPROVED FOR DESIGN PRESSURES NOT 70 EXCEED THOSE SHOWN IN wJIX, w.wi THE"ALLOWABLE DESIGN PRESSURE TABLE(S)'. ALLOWABLE GLASS D.L.O. ALLOWABLE GLASS D.L.O. 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE SIZE/PRESSURE TABLE SIZE/PRESSURE TABLE 3. ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS&SHALL NOT VARY UNLESS (GLASS OPTION 1, 3 & 4) (GLASS OPTION 2 & 5) g o E F SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH B e 8 $ OR STUCTHIS P. MAXIMUM MAXIMUM ALLOWABLE MAXIMUM MAXIMUM ALLOWABLE 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS MI THE IMPACT BUILDING O.L.O. D.L.O. PRESSURE D.L.O. D.L.O. PRESSURE CODE(FBC)INCLUDING HIGH VELOCITY HURRICANE ZONES(HVHZ)&IS BOTH SMALL&LARGE MISSILE IMPACT RATED. WIDTH 5. WHEN GLAZED FOR SMALL MISSILE IMPACT,THIS PRODUCT MAY NOT BE INSTALLED AT ELEVATIONS BELOW 30 FT.ABOVE HEIGHT (+/- PSF) WIDTH HEIGHT (+/- PSF) GRADE OR AT ANY CODE DESIGNATED LARGE MISSILE IMPACT LOCATION WITHOUT AN APPROVED SHUTTER. j 6. WHEN LARGE MISSILE IMPACT GLAZED,IMPACT SHUTTERS ARE NOT REQUIRED WITH THIS PRODUCT. (IN.) (IN.) (IN.) (IN.) s B w 70.0 Z 7. All ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF 30 3 4 144 65.0 43 144 P¢g° L6iE RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. $ o g B. DETERMINE THE POSITIVE&NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE 33 3/4 132 65.0 46 3/4 70.0 kE'WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WIl}R THE 13] 120 65.0 Sl 1 2 132 32 70.0 FLORIDA BUILDING CODE,A DIRECTIONALITY FACTOR OF Kd-0.B5 MAY BE APPUED PER THE ASCE-7 STANDARD. 9. MATERIALS,INCLUDING BUT NOT UNITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 41 1 4 108 65.0 S7 1 4 108 70.0 e R Re e SHALL MEET THE REQUIREMENTS E FLOTHERIDA BUILDING CODE 43 1 2 102 65.0 60 103 ]0.0 gyp' 10.TO THE BEST OF OUR KNOWLEIXIE,THE PRODUCT SHOWN HEREIN IS DUALITY ASSURED BY A FLORIDA STATE APPROVED a CERTIFICATION/OA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS 46 1 4 96 65.0 _&PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION,COMBINATION, INSTALLATION&COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING&ENGINEERING RATIONAL ANALYSIS. 48 92 3/4 65.0 PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH THESE DRAWINGS,THE MANUFACTURER'S QUALITY ASSURANCE 49 1/2 90 65.0 SPECIFICATIONS&TESTING REPORTS. 11.CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS WSTALLED WITHOUT A BUILDING PERMIT FROM THE 53 B4 65.0 J APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EJ7 78 6S.O Q EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 12 CONDITIONS OUTSIDE OF THOSE SHOWN IN THIS DRAWING SHALL BE REVIEWED&CERTIFIED BY A FLORIDA LICENCED P.E. 60 72 65.0 § UNDER A JOB SPECIFIC CERTIFICATION. En - °� Zafrn CORNER&FRAME END CONSTRUCTION GLASS D.L.O. SIZE/PRESSURE TABLE NOTES: w o o In EMMC HEAD CORNER OAEE ICAmc TO M■,A,.HEAD IS SQUARE CUT,BUTTED 70 SIDE,FASTENED 1. D.L.O. SIZES SHOWN ARE MAXIMUM SIZES. SMALLER SIZES SHALL APPLY K �`-)"11Ln WITH THREE(3)NE & 12 X 1'PHTF'S FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER TO PRESSURE EQUAL TO THE NEAREST LARGER SIZE SHOWN IN TABLE. S a,o<i1 SCREW SPUMES&SEATED WITH SUCONE FRAME HEAD CORNER(ARP ICAR+E TO rrEu a,Ri.HEAD IS MTIER CUT,BUTTED 7O SIDE,FASTENED WITH TWO(2) 2• SIZES BETWEEN THOSE SHOWN MAY BE INTERPOLATED. p- No. 12 X 1 1/2"PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER SCREW SPLINTS& 3. WHEN GLASS IS ABOVE A DOOR, THE D.L.O. HEIGHT & WIDTH STATED IN I p= SEALED WITH SILICONE. THESE TABLES MAY BE INTERCHANGED SUCH THAT THE HEIGHT SHALL BE FRAM I ORN R:SILL IS SQUARE CUT,BUTTED TO SIDE,FASTENED WITH THREE(3)N0. WITH % 1"PHTE. CONSIDERED THE WIDTH AND WIDTH THE HEIGHT. NOTE THAT THE ACTUAL 0 p n FASTENERS THROUGH THE SIDE MEMBER INTO THE SILL MEMBER SCREW SPLINES&SEALED WITH SILICONE D.L.O. WIDTH ABOVE THE DOOR SHALL BE LIMITED 70 96"AS SPECIFIED IN z'z FRAME DOOR JAMB SILL CORNER-SILL IS SQUARE CUT,BUTTED TO SIDE,FASTENED WITH 1 JAMB PIVOT ASSEMBLY.EACH PIVOT ASSEMBLY WAS FASTENED TO TO THE SIDE WITH THREE(3)NO. 12-24 X s/e'FHMS. THE DOOR ELEVATIONS. THE THRESHOLD IS THEN FASTENED TO PIVOT ASSEMBLY WITH TWO(2)NO.12-24 X 3/8'FHMS&SEALED 4. SEE GLAZING DETAILS FOR GLASS OPTIONS. Z p WITH SILICONE. HORIZONTAL FRAME MULLION END(APR I.AB TO ITEA 86A&97T:HORIZONTAL IS SQUARE CUT,BUTTED TO 0 a SIDE,FASTENED WITH 714REE(3)NO. 12 X 1"SS PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE MULLION MEMBER SCREW SPLINES&SEALED WITH SIUCONE. w HORIZONTAL FRAME MULLION END(APPU AB E 70 M A6B7 HORIZONTAL IS SQUARE CUT,BUTTED,T0.SIDE, _ ___ __ _ Ld JOINED VW A SHEAR BLOCK(PART 021).THE SHEAR BLOCK IS FASTENED 70 THE VERTICAL FRAME MEMBER - WITH FOUR(4)NO.12 X 1 7/9'FHTF TYPE B SCREWS.THE HORIZONTAL MEMBER IS FASTENED TO THE SHEAR Ln Z BLOCK WITH THREE(3)No. 12 X 1'FHTF TYPE AB SCREWS.EACH CORNER IS SEALED WITH OOW 795 SILICONE SEALANT. j U m �a ZaG� FRAME ANCHOR REQUIREMENTS TABLE 3� z -z�; ANCHOR OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM ¢w wZ j2d" TYPE (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. J KF oo A 2X_ WOOD FRAME OR BUCK o� (MIN. GR. 3 & G=0.55) NO. 12 SMS SCREWS 1 1/4" 3/4" Cm Mlto Z yiw B MIN. 1/8" THICK A36 STEEL (2) 1/4-20 SELF u)cp.1 _ (MIN. Fy = 36 ksi) DRILLING/TAPPING SCREW FULL 3/4" gz3as n C MIN. 3000 P.S.I. CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2 1/2" ���� D MIN. 18 GA. 33 KSI (2) N0. 12 SELF FULL 1/2" ��/ � °°°°. METAL STUD DRILLING/TAPPING SCREW a E MIN. C90 BLOCK (1) 1/4" CONCRETE SCREW 1 1/4" 2 1/2" NOTE: RAMSET RED HEAD TAPCONS �s ow (4) F MIN. 3000 P.S.I. CONCRETE (3)3/6" WEDGE/SLEEVE ANCHOR 2 1/2" 3" MAY NOT BE USED WITH CMU. ern cF3;-X d) ap (Q CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, LPN RAMSEf/RED �', Nz HEAD TAPCONS OR HILTI KWIK-CON II (HARDENED STEEL OR S.S.). NOTE THAT RED ° HEAD TAPCONS MAY NOT BE USED WITH CMU. (VALUATION OF THIS ?°>�`��°°°°°°°°` Q ° v, 3°T PRODUCT IS BASED ON APPUCABLE.STANDARDS AND/OR `"nP (2)SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORRISION RESISTANT INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING EBnp466B6@be4® ` STEEL CODE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN FORCE AT THE TIME a OF E(3)WEDGE/SLEEVE ANCHORS SHALL BE RAMSET/RED HEAD DYNABOLT, HILTI KWIK-BOLT 3, OR THETMEVENT� ONL THAT NEW OR ADDIDIN THEIONATLOTESTING ICODES CSIONOMPLETED ON/THISDATEs OR PRODUCTN POWERS RAWL POWER BOLT STEEL OR S.S. PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER SHALL THESE OPAWINGs ARE APPUGBLE ONLY TO THE PRODUCT WING o. Lv. (1)ANCHOR TYPE "F" IS ONLY APPLICABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED SPECIFIED.THEY MAY NOT BE UTH FOR THE ASSEMBLY 1461 E HERE-IN IS CURRENT WITH ALL CURRENT TESTING,CODES AND APPLICABLE THEY BE IU EDD LroTIR RATIONAL AND ORPLOCAL APPROVALY SHEEP N0. VERTICAL DOOR MULLION BOTTOM END. s7ANDARDs. of ANr PRooucr Nor PRDDOCEo Br THE MANUFACTURER ATED ON ESE DRAWINGS. 1 OF 1 0 4 FOR MAX. D.L.O. WIDTH, FOR MAX. D.L.O. WIDTH, FOR MAX. D.L.O. WIDTH, SIDE JAMB MULLION INTERMEDIATE MULLIONexu evs 2 1/2" SEE GLASS D.L.O. SEE GLASS D.L.O. SEE GLASS D.L.O. ALLOWABLE PRESSURE ALLOWABLE PRESSURE °°" a07 2 1/2" m, 07/,�/°s SIZE/PRESSURE TABLE SIZE/PRESSURE TABLE SIZE/PRESSURE TABLE ON SHEEP 1. ON SHEEP 1. ON SHEET 1. TABLE TABLEMAXIMUM MAXIMUM ALLOWABLE MAXIMUM MAXIMUM ALLOWABLE o 6" Al 2 1/2" 2 1/2" 6" FRAME LOAD PRESSURE FRAME LOAD PRESSURE MAX. 3„ 6 3° 3" 3„ MAX. HEIGHT WIDTH (+/- PSF) HEIGHT WIDTH (+/- PSF) (IN.) (IN.) (IN.) (IN.) 2 1/2" 6 32.5 52.5 62.5 29.5 144 29.5 57.8 56.5 32.7 26.5 64.4 50.5 36.5 b j Q j 23.5 70.0 144 44.5 41.5 TYP. FRAME ANCHOR 32.5 57.3 38.5 47.9 zo 6 // WHERE SHOWN. SEE MIDDLE ANCHOR IS NOT 132 29.5 63.1 32.5 56.8 FRAME ANCHOR REQUIRED AT ANY BAY J WHEN D.L.O. WIDTH IS 26.5 70.0 26.5 69.6 a z_ REQUIREMENTS TABLE" 32.5 63.0 N Z 12 j 2 1/2" ON SHEET 1 FOR 36" OR LESS. 62.5 38.3 w I w- Q REQUIREMENTS. 120 29.5 69,4 56.5 42.4 w= 3 D1 H H OPPOSITE 28.5 70.0 132 50.5 47.4 a v,m in w , D1 32.5 66.3 44.5 53.8 o 6 v GLASS 7 v GLASS 7 v GLASS 6 v 114 30.5 70.0 38.5 62.2 m ,n CENTERLINE CENTERLINE ci c�r, CENTERUNE 108 32.5 70.0 33.5 70.0 `� z�o ? W p U w wom,w 0m 2 1/2" / 4„ wp3(n0 62.5 51.0 W one m w. , x w z 4^ 56.5 56.4 m m:r'-^z of p 2" TO 3" 120 a xa��ia I 50.5 63.2 �oUe, w~^ z =m / I l 4" 44.5 70.0 I =vi v _ a JAMB MID-SPAN ANCHOR CLUSTER, FOR MAX. LOAD WIDTH, FOR MAX. LOAD WIDTH, 62.5 59.5 S o 0 w m m w AMB MID-SPAN ANCHOR CLUSTER. w c�w m N w J o =� SEE "JAMB MID-SPAN ANCHOR SEE INTERMEDIATE SEE INTERMEDIATE SEE "JAMB MID-SPAN ANCHOR 114 56.5 65.8 3.,o n g w U_ o CLUSTER REQUIREMENTS NOTE ON MULLION & ANCHOR MULLION & ANCHOR CLUSTER REQUIREMENTS NOTE ON 52.5 70.0 �m z a p o m o w THIS SHEET FOR REQUIREMENTS. PRESSURE TABLES PRESSURE TABLES THIS SHEEP FOR REQUIREMENTS. 108 62.5 70.0 tr Ri I Z z �w FOR MAX. LOAD I / I MULLION PRESSURE TABLE NOTES- a a m N WIDTH, SEE SIDE FOR MAX. LOAD 1. THE LESSER OF THE PRESSURES SHOWN IN E o ,n WIDTH, SEE SIDE THESE TABLES AND THOSE IN THE D.L.O. AND w o JAMB MULLION & JAMB MULLION & wp ANCHOR PRESSURE // - 2_1/2� --- - - ANCHOR PRESSURE ANCHOR TABLES SHALL CONTROL AS THE OVERALL � TABLES C1 TABLES UNIT ALLOWABLE PRESSURE. zm 2. EACH MULLION SHALL BE EVALUATED �m m 6 I / I SEPARATELY WHEN CONDITIONS VARY FROM Zc~i W¢ - MULLION TO MULLION OR WORSE CASE MULLION ma KS VG CONDITION MAY BE USED FOR EVALUATION OF ALL � 1 ,,° MULLIONS. Q� wall�=b4 SEE "INTERMEDIATE MUWON END ANCHOR LE"SEE "JAMB MUWON END ANCHOR QUANTITY/PRESSURE TAB ON J -SIRE N� 4z U � QUANTITY/PRESSURE TABLE" ON SHEEP 3 SHEET 3 FOR QUANTITY OF ANCHORS REQUIRED AT 1. A CLUSTER OF 4 ANCHORS ARE REQUIRED AT FOR QUANTITY OF ANCHORS REQUIRED AT CORRESPONDING JOB REQUIRED PRESSURES (3 ANCHORS SHOWN- THE MID-SPAN OF ANY JAMB WHEN THE c>>o'Si CORRESPONDING JOB REQUIRED PRESSURES 2, 3 OR 4 REQUIRED). NOTE THAT WHEN A MID-SPAN ANCHOR FRAME HEIGHT EXCEEDS 108" (NOT REQUIRED mo (6 ANCHORS SHOWN 4, 6 OR 8 REQUIRED) CLUSTER EXISTS, THE QUANTITY OF ANCHORS AT THE JAMB END WHEN FRAME HEIGHT IS 108" OR LESS). - N:io a SHALL ONLY BE 2, REGARDLESS OF UNIT SIZE OR REQUIRED 2• WHEN A HORIZONTAL MEMBER INTERSECTS THE g PRESSURE. JAMB AT OR VERY NEAR ITS MID-SPAN, THE 433 11 ANCH ORS SHALL BE SPREAD AS REQUIRED TO a�'R. ...... 3� EXTERIOR ELEVATION: AVOID INTERFERENCE WITH THE HORIZONTAL t��'rf °° ° MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY MEMBER (SEE RIGHT SIDE OF ELEVATION FOR Q'ee"� 4 '':.,„. Wa SCALE: 1/2"=1'-O" ) W ELEVATION NOTES: 8Af t�L, z 1. HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED PROVIDING D.L.O. DOES NOT oi2 G aw EXCEED 60" WIDE AT EACH PANEL 2. NUMBER OF GLASS PANEL SECTIONS VERTICALLY IS UNUMITED BUT MUST FIT INSIDE MAXIMUM ^� °°°°•°••°°y °�' FRAME HEIGHT SPECIFIED. yM 3. EACH HORIZONTALLY STACKED PANEL SECTION MAY CONSIST OF ONE INDIVIDUAL GLASS PANEL pPfPBFFF!°� wl c O. HEv.OR BROKEN WITH HORIZONTAL FRAME MEMBERS PROVIDING THE CONDITIONS STATED 1481 E HERE-IN IN ARE NOT EXCEEDED. SHEEP N0. ' IF-rr�1 O N W A Z D X G A m 0 W Z N f z O A O N A v 2 m C rr�(rr11D2 N p:Nn y Z C-D Sm= m DZxoc,m�mmD m QZ=mO O L IC-r y'� W A U N 01 W W A N N O)W W A Ln Ln 01 N W W A (n Ln Cn Iv W Cl A Ln Cn rn .-.*r g X Z, mDrmz mA0 G1N WOD A O 01 N N mA 0 Gl N 00N m AO 01 N 01N W A O 0I N ZOD O �. E Z =D (n Cn(n (f1(n(n Gn N(11(!�(n(11 (n U1 U1 L11(T(n UI Ln (n N (n Cn (n (n (-11 Cn (n(n N v p C' m =Cr D m-1X F4 0 Dr0; Z�0 D .D-I r- =p O r�1 rn Cn A A A V Cn Ln A A w C, N Ln A A w J G1 0 A A W W J(n A A w Ld U m r Z!n N D m p LnO 10 A 0 0 W V N P. p 00 O A O 01 O W W G1 O m W O 00 O N V W O C AI+T Z-0 Z N m OD m W O i0 m N N N V CO LO UD -. N O A Ln W 00 N O O-.. 0 A A A N II D N 01r OZ 2=mmy A �C p C z�mNz�1r-m1�1� D �m% r N m�=-cola- m O O O.001 0 0 0 O O w v 0 0 0 v 0 ? O O O A 0 9-HO _O 0C OOOCOAOO O O w N O 00 G -+ JOOo A N -1 A 0 0 (.+ �I \ C7C'n�tn-Z4m>m e)>z��o�mm D =J)E 0Z 3o�0�apoo 0000000000rn0000pw00000w .Nioo0oc7i � Ni � 0 00 �-Em,L1ZZ(mi1 00000oo0o0 - OH- :I0o00o0L., (.+ 00000 � Ln11 vIN �Z oD��(milf*1zm � DS � O OOi N CoV A 00 O m N c ?0 � mO mC .00 ,.Z1 v K ZZSZ�ZCDp � O p m rrrl N m Ln O Cn Cn m A N Ln 01 A Ln Cn M A A Cn N G1 A A U1 (.n 0f W W A [n N 01 w ^ ".CO 2 7 2 (n N O N . O N(0 O Ot N Cn O m N N A 0 O1 N O A O 01 N J m A O 01 N Gn O_ 6 4 A Cm-]FDA (n Cn(n(n (n (n (n Cn 0 N 0 LP Ln Ln Ln 0 Ln 0 N 0 0 W Ln Cn Ln N Cn (n (n Cn Cn :Z.i_,DO C omm0 O11 Z_z�Cn mp p� OD"Z NmN= m= VV JV JCD VV V V VN J O Cn 21 JCn NA �m U W 0 G Q O A 0 O j (C�n O<(nm R 10 CO CA CA 6 W O N MD cnN0 c� Z 0 0 A Nm C moo OO N O VJ 7A O N C mZ 1CO m z g m J VVVV V J m V J1 K =O V O O O O OOOJ OOOD00O tW vOOOOOOOO O OA \ml�p!n o 000000000000000o000OIIz 01 m� 0 l r O D =-0 c m 0 0 0 0 0 0 pp 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o`m'z 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 o O o 0 o II (mil� m ' c 10 000 A O m O m N CO �m 01 Ln 01 N Cn Gf OIL, Q1 A N N at ^ r Z N W-` N N N N W N N N N W N N N N U ^`�r C_ N 00 N N 01 N N G1O01N ZDt0N !0 OWGft0N CD OGOf0] N V OW 01 [0N 0 D LnLn0000 LnLnLn Ln v�pC m Ln CnN (nLn Ln LnLnLn Ln0(nLn Ln (nLnLn LP Ln v�pC D� m 5, O DS�r n co(O 0 L4 1 0 U1 01 w ND C W O l O IWO OA (n 3 O O CN m T O tn r O D �m� 03;u D m� Z V V Cn J 01 01 (n 01 Ln V M N Ln m y DTI m V 01 V J V J J 0f V J V J O1 T V V V J rn m O O 01 O t0 W U7 W�I O (n W N o^r Z O t0 O O O O O LA 0 0 0 0 J O O O O P M 0, r m 0 0(�+ O V O lI GI W O O (n II �1\m v O V O O O O O A 0 0 0 0 Cn 0 0 0 0 0 II �1\m Z ' z l c W w z l s D o _�FZ I jZ D =vP C)jD ti r 0"z S o 0 0 0 0 0 0 0 0 =zl 0 0 0 0 0 0 Tbuo 0000 z O 0 w� 000000000000000000 11 cn ;0 �O A ^L'i TiX O C11 N CO co A O Z�.Z1X nD :.�mc R'z v�m� CM � v\ D m C.I W N N W N NJ CA N 110 N N N N W W �_�rX N 01 10 Ln Gl u7 N A 0l m ,nCOD [n U1 N 'tn(n(n Cn Cn Cn Ln L (n Cn(n(n(n Ln Ln Ln :, O ...�OC j C r cn I'T1 Z4C D o C o 0;v 0 J O1 J m 0 J 0f (n J G Ln U J 0 0 (n A J 0 Cn D o 5oo <auo� mocn icuom�AmoA �1 m a(mD O�Z 0J0Laa0o�0rn � o10Lo � ioLoOL,+ o II y(`i)� w .S)Cnm N Cr I �o CZ D m> D JOD mm WfTiD 00 o000000000000ol.00 �-}.r op ��m AZ 000000 j 000 Ooo o O o o oll \I'1 N � I c �= ('' C) c mvr 2(n- ITI J J J J V J V V J J V J V J V J J V J J _�1 O _m O .Z7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ov Z =G Z 0000000000 0 O O o 0 0 0000 II y G v' J,�4C5SE�'' Af p °�© v '< FICA' v ,��' T IR501 ALUMINUM STORE FRONT SYSTEM - LARGE & SMALL INO.1 REVISION OESCRIPHON ar DATE MISSILE IMPACT _ p � c CONSULTANTS MANUFACTURER �17 W. W. SCHAEFER ENGINEERING KAWNEER COMPANY, INC. & CONSULTING, PA (CA 6809) 555 GUTHRIDGE COURT s p 7480 1SOTH COURT NORTH NORCROSS. GA 30092 m� R N W.SCNAEFE P.E. PALM BEACH GAR DENS.FL 33418 3 N P.E.NO. P.E. PHONE 561-744-3424 770-449-5555 °""w � MMO) INTERMEDIATE DOOR JAMB MULLION END INTERMEDIATE DOOR JAMB ■xv ■.■s 6" MAX. 17" MAX. O.C. ,#a 3" ANCHORS CLUSTERED AS SHOWN. QUANTITY MULLION ALLOWABLE "°I. aR I At A2 8 TOTAL WITH ANCHORS TYPE A, C OR D; PRESSURE TABLE 6" MAX. 6 6 2 1/2" QUANTITY = 6 TlitOTAL WITH ANCHOR TYPE B. MAXIMU M MAXIMUM ALLOWABLE FRAME LOAD PRESSURE D2 Q HEIGHT WIDTH (+/- PSF) 6 (IN.) (IN.) 96" MAX. OPENING 2 1/2" THIS ANCHOR IS E1 � J 81.75 34.9 0 ONLY REQUIRED 7 / z 75.75 37.5 WHEN THE 69.75 40.9 SUBSTRATE IS CMU rr==_ __ =__- j 144 63. 55 44.7 & THE DOOR OPENING WIDTH o F II �� Q // II II j G II m� 51.75 551 EXCEEDS 72" a 7 / II II \ a w 5" II / \ 7 II FOR ALL STOREFRONT U' 45.75 62.3 z o rn 43.75 65.0 II / II II \ II REQUIREMENTS OTHER THAN o=a THOSE SPECIFIC TO THE c� 0 r-0 81.75 45.3 z w z w 75.75 48.8 / III II \ II DOOR & TRANSOM, SEE z wow � II / II II \ II ELEVATION ON SHEET 2. ii `n w x 132 69.75 53.0 a5„ I�/ II II \ o w m w 57.75 64.1 o � I o 57.75 64.1 '� z Ir rn o x w F 56.75 65.0 0 n w 5" ______- 0 WDz - ------ min 81.75 60.2 TYP. FRAME / II I w 120 75.75 65.0 3 a-o<T II ANCHORS WHERE / II w It rn SHOWN. SEE / I IL 81.75 63.4 I $ vi. II "FRAME ANCHOR II II // II 11 ° 114 78.75 65.0 - o 0 REQUIREMENTS II II / II SILL 111 75.75 65.0 w o It n 0 5" TABLE" ON SHEET 1 II II / I ANCHOR 1. THE LESSER OF THE 3 z OL I FOR REQUIREMENTS. / II BLOCK II II I PRESSURES SHOWN IN THIS � w LL L / \ C2 TABLE AND THOSE IN THE 0 5 / 6 MULLIONN& END ANCHOR TABLES SHALL CONTROL AS it THE OVERALL UNIT ALLOWABLE 0 6" MAX. d - - - PRESSURE jF zo m CD 350 IR LARGE MISSILE IMPACT FOR MAX. LOAD WIDTH, E I SEE MUWON SILL END E� w OUT-SWING DOORS & SILL ANCHORS INTERMEDIATE DOOR JAMB CONNECTION DETAILS ON ma z8�"r UNDER SEPERATE APPROVAL DOOR MULLION PRESSURE TABLE GLASS SHEET B. �� z�Br" CENTERLINE CENTERLINE aw wa rN3 a EXTERIOR ELEVATION btn wz r� wF w STORE FRONT ASSEMBLY WITH DOORS & TRANSOM SCALE: 1/2"=1'-O" in U) m a SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDITION ALSO APPLIES WITH �3c0i SIDELIGHT AT ONE OR BOTH SIDES. o $DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES. tq9B6fi m HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SPECIFIED. a cli vo O 4 e7rcrl� "4A^geGA.�tA ING NO. REV. 1461 E SHEET NO. 4 of 10 DRAWN W. tllmKm B1: rAr rrs 17 1/2" MAX. O.C. n re 16 1/4" MAX. O.C. (AT HEAD) "" ww. A2 (AT HEAD) 6" MAX. �I Al A2 6" MAX. to 6 I 6 6 I o / d 6" MMAAX. / a I / z 3" E1 E2 3 E1 E2 7 7 / 3'' 3 Ln w OPPOSffE w Z II \ II d a ui a F THIS ANCHOR IS II I II \\ F II a w a F THIS ANCHOR IS II I II \ °PPFS'�II w r 7 v ONLY REQUIRED II I II \ 7 2 1 2" �` n 7 v ONLY REQUIRED II I II \\ 7 v b g" I WHEN THE II I V \ / vn 5" I WHEN THE II I II \ 2 1/2" F z „ I SUBSTRATE IS CMUIIIII II IIIII \ �IIIII �Nr—noz IISUBSTRATE IS C MUIII1 II 1II III1III \\ 11 & THE DOOR & THE DOOR I I II x zEn /OPENING WIDTH UJ /OPENING WIDTHa I = III �aEn zmrn _ 0 EXCEEDS 72 o EXCEEDS 72 \ D5 w o n �0 I—=—==_= II I II -- IIIz o 5" I---- _ II I II _____________ Idw<�wz Lo _ o o _ noai aW 5" I� TYP. FRAME — Iu =--====71I w 5" I�---=_= Ir 7 I MOO, m I ANCHORS WHERE 1�l / m TYP• FRAME / II o:F `II / II F I ANCHORS WHERE 1�) / II 0 0 o SHOWN. SEE 1 / II o SHOWN. SEE 1`� / III'U cr r- I "FRAME ANCHOR II 1 11 // II 350 IR LARGE w I "FRAME ANCHOR II I II / II 3vio z 5" REQUIREMENTS II I II / MISSILE IMPACT 5" REQUIREMENTS II I II // 350 IR LARGE n z a- ITABLE" ON SHEET 1 CT II I II / II OUT-SWING DOORS o TABLE" ON SHEEP 1 II I II / II OUT MISSILE SWINGADOORS p I FOR REQUIREMENTS. / ° FOR REQUIREMENTS. / I \ II I II & SILL ANCHORS __ J I LT/ ___/�� UNDER APPROVAL PERATE L————— —//II I IL / —__/JJ & SILL ANCHORS W a L—_—— UNDER SEPERATE i 6" MAX. 6"-MAX. T= APPROVAL I $ \ I / 6"-MAX. -- - — \ I/ o c00 zco Km m I- 96" MAX. D.L.O./DOOR OPENING----� �-96" MAX. D.L.O./DOOR OPENING. j Z� nd FOR MAX. FRAME WIDTH, SEE PRESSURE FOR MAX. FRAME WIDTH, SEE PRESSURE TABLES ON THIS SHEET (N.T.E. 101" FOR DOUBLE TABLES ON THIS SHEET (N.T.E. 101" FOR DOUBLE DOOR AND 53" FOR SINGLE DOOR) DOOR AND 53" FOR SINGLE DOOR) oU) c�8� nv_i wz � EXTERIOR ELEVATION EXTERIOR ELEVATION STORE FRONT FRAMING WITH DOORS & EYEBROW TRANSOM STORE FRONT FRAMING WITH DOORS & RECTANGULAR TRANSOM $N F3�a z�m (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES) N3c0i nd SCALE: 1/2"=1'-0" SCALE: 1/2"=V-0" H3'm ALLOWABLE PRESSURE ALLOWABLE PRESSURE (DOUBLE DOOR WITH TRANSOM) (SINGLE DOOR WITH TRANSOM) ;? " f': `•;.N �, U891 MUM ALLOWABLE MAXIMUM MAXIMUM ALLOWABLE ME PRESSURE FRAME FRAME PRESSURE L o S No GHT (+/- PSF) WIDTH HEIGHT (+/- PSF) .) (IN.) (IN. p�.� O " 1/4 65.0 53 144 65.0 0 1 65.0 ?" / NOTE: THE LESSER OF THE ALLOWABLE PRESSURE ���� 3 4 65.0 SHOWN IN THESE TABLES AND THAT IN THE DOOR 'c� cNo. NEV.4 65.0 APPROVAL SHALL CONTROL. ��rraenn,geg9 1461 E SHEEP N0. 5 oP 10 DM-Br: cwzKco W.. FRAME ANCHOR FRAME ANCHOR rux ..xs PER ELEVATIONS SUBSTRATE BY PER ELEVATIONS SUBSTRATE BY 3/8" MAX. SHIM AT� �FRAME WIDTH (F.W.) OTHERS PER OTHERS PER EACH ANCHOR 3/8" MAX. "FRAME ANCHOR 3/8. MAX FRAME ANCHOR SHIM AT EACH REQUIREMENTS SHIM AT EACH REQUIREMENTS SUBSTRATE BY 2 a ANCHOR TABLE" ON SHEET 1 ANCHOR TABLE" ON OTHERS PER SHEET 1 "FRAME ANCHOR SEE GLAZING - REQUIREMENTS �/ DETAILS ON TABLE" ON SHEET 8 SEALANTS SEALANTS 33 SHEET 1 0 BY OTHERS BY OTHERS 3 v 18 p 1A 40 0 18 \ 8A = 19 FRAME ANCHOR EXTERIOR A a EXTERIOR /� PER �(TERIOR z EE GLAZING � _ �• \SEE GLAZING ELEVATIONS DETAILS ON DETAILS ON SECTION Al SHEET 8 SECTION A2 SHEET 8 SCALE: 1/2 FULL 6 SCALE: 1/2 FULL 6 BYAO OTHERS ai W� �DE LAZING SECTION p1 °� �ofo S ON EE GLAZING SCALE: 1/2 FULL 6 to >cox)cc 8 XTRI DETAILS ON BA SHEET 8 3/E MAX. SHIM AT� FRAME WIDTH (F.W.) 1 0 EACH ANCHOR 0=En= 8A 9 WooSUBSTRATE BY 3 Lo 0 7 Ld 4 5 OTHERS PER uD z SEE GLAZINGFRAME ANCHOR ��DETAILS ONSEALANTS 38 26 26 38 REQUIREMENTS 17SHEET 8OBY OTHERS TABLE" ON - SHEET 1 - - — I � � �w SECTION B s Fm SCALE: 1/2 FULL 6 SHIMBATMEACH zQ zrN ANCHOR �f u ova EXTERIOR / pEETENGLS GLAZING SUBSTRATE BY OTHERS FRAME EXTERIOR ¢J wa�Np FRAME ANCHOR PER "FRAME ANCHOR ANCHOR o: obi SHEET 8 PER ELEVATIONS SECTION C2 13 ou)BA REQUIREMENTS TABLE" PER ')sa �Z o g SCALE: 1/2 FULL 6 ON SHEEP 1 ELEVATIONS SEALANTS 212 5�mo 4 BY OTHERS U)z s SECTION D2 '3 L SEALANTS 26 26 38 SCALE: 1/2 FULL 6 ��aeheeo6o�pA�G u 3°1 q BY OTHERS °®� ?16"U if °" A w a °e .. , q^ �_ as / sup z x} u �3 8" MAX. n " " .�SHIM AT EACH SUBSTRATE BY OTHERS °E� �' ANCHOR PER "FRAME ANCHOR ee° REQUIREMENTS TABLE" FRAME ANCHOR ON SHEET 1 PER ELEVATIONS SECTION 0 1 G O. REV. C1 1461 E SCALE: 1/2 FULL 6 SHEEP No. 6 of 10 DMA Br: CNEDNED HY: BA 3/8" MAX. SHIM AT wxa w.ws � SEE GLAZING � � SEE GLAZING vwr. are / DETAILS ON / DETAILS ON EACH ANCHOR FRAME WIDTH (F.W.) +-2 /+�/^� SHEET 8 SHEET 8 SEALANTS BY OTHERS a 8B 8C 0 SUBSTRATE BY 10 OTHERS PER 17 "FRAME ANCHOR 350 IR LARGE MISSILE REQUIREMENTS 3 IMPACT OUT-SWING - 41 TABLE" ON DOORS UNDER o n n 42 SHEET 1 25 SEPERATE APPROVAL IL IrZr1I --- -- II II 25 ------� — II II 11 n i I 350 IR LARGE MISSILE z r; 66 IMPACT OUT-SWING _� EXTERIOR II I DOORS UNDER II II 20 ai I /� An I SEPERATE APPROVAL I I I I 25 SEAIANTS IIJ{ III I I FRAME ANCHOR / EXTERIOR � o c� f I ILo 350 IR LARGE MISSILE PER ELEVATIONS BY OTHERS w ?o o I r I IMPACT OUT-SWING 0�vD EXTERIOR II I to DOORS UNDER F S aw<T SECTION p I SEPERATE APPROVAL 0 o L o II��LI� SCALE: 1/2 FULL 7 I 0��� x SECTON E1 Ii I 14 15 16 3 Ld W Uo SCALE: 1/2 FULL 7 3'n L-z 39 w SECTION E2 o o SCALE: 1/2 FULLLd o �Z zI W �--FRAME WIDTH (F.W.) EXTERIOR �EE GLAZING \ �Qa zap^d �� z DETAILS �D X 39 SHEET 8 N 39 �+�+ wa 16 EE GLAZING SECTION SEE GLAZING oN wz go i H 13 DETAILS ON +n U) W o G 3 SHEET BDETAILS ON SCALE: 1/2 FULL 7 10 SHEEP 6 �� �j '-o 350 IR LARGE MISSILE o EXTERIOR SECTIONNo� a IMPACT OUT-SWING 1 SCALE: 1/2 FULL 7 N3v a DOORS UNDER 25 ( 4a o < SEPERATE APPROVAL ----- \ / aa'��CBp1pOpPpO L—————— - -T� `/ EXTERIOR •� �`°?.°e. °°.��v° 3W SECTION SCALE: 1/2 FULL 7 F01enn9g*• o WING o. HEv. 1461 E SHEET No. 7 of 10 OR1NN HI: U=ED M. SEE GLASS SEE GLASS • a-ws OPTIONS BELOW DOOR JAMB MULLION END CONNECTION Dow sss OR OPTIONS DELOW�`—'1 EXTERIOR TR EXTERIOR TOW 995 OR DETAILS AT SILL 28 PROGLAOGLAZE SSG 0 28 TREMCO � t3CANCI I IPROGLAZE SSG5" 3" OR 5/8" MIN. BITE 5/8" MIN. BITE (� SC MAX. to 18 2uOR SILL 8A 29 27 4 6A 7 88 2710 1315 68O_ TYP. GLAZING DETAIL 31 (LMI WET GLAZED: SINGLE GLAZING BEAD CONDITION) TYP. GLAZING DETAIL GLASS OPTIONS (LMI WET GLAZED): (LMI WET GLAZED: DOUBLE GLAZING BEAD CONDITION) ANCHOR TYPE "F" OPTION 1: 1 5/16"THICK LAMINATED GLASS (1/4" HT. ST./1/2" AIR SPACER/1/4" HT. ST./0.09 EASTMAN CHEM. CO. SAFLEX/1/4" HT. ST.) SILL ANCHOR ANCHOR TYPE F OPTION 2: 1 5/16" THICK LAMINATED GLASS (1/4" HT. ST./1/2" AIR SPACER/1/4" HT. ST./0.09 KURARAY BUTICTfE PVB/i/4" HT. ST.) (3 ANCHORS PER SILL ANCHOR BLOCK) SEE GLASS SEE GLASS OPTION BELOW i- I 22 OPTIONS BELOW p2 to EXTERIOR 34 30 EXTERI01 R 34 30 W M o J �"'n 11 5/8" MIN. BITE 5/8" MIN. BITE SLu in 5" 2" 2" SILL ANCHOR M 9 U W MAX. I BLOCK 8A 29 14 6A 7 gq 29 1 A 2 4 0 0 OR SILL 10 1315 7 14 15 z z TYP. GLAZIN DETAIL 4� E=4=ANCHO:R (LMI DRY GLAZED: SINGLE GLAZING BEAD CONDITION) ooQ� GLASS OPTION (LMI DRY GLAZED): TYP. GLAZING DETAIL E OP ON 3: 1 5/16" THICK LAMINATED GLASS (1/4" HT. ST./1/2" AIR (SMI DRY GLAZED CONDITIONSSPACER/1/4" HT. ST./O.09 KURARAY SG/1/4" HT. ST.) CLASS OPTIONS (SMI DRY GLAZED):TYPE "B" OPTION 4: 1 5/16" THICK LAMINATED GLASS (1/4" TEMPERED/1/2" AIR coo SILL'ANCHOR SPACER/1/4" HT. ST./0.06 EASTMAN CHEM. CO. SAFLEX/1/4" HT. M �c ANCHOR TYPE B ST.) z� (3 ANCHORS PER SILL ANCHOR BLOCK) OPTION 5: 1 5/16"THICK LAMINATED GLASS BY (1/4" TEMPERED 1/2"AIR Ma ?8B< SPACER/1/4" HT. ST./O.06 KURARAY BUTICITE PVB/1 f4" HT. ST.) -� c- zd"� oc 1" Cm J x W 5" �� o 1. MAX. �z�3 133U D DOOR SILL tt;-in 1 Y� a ANCHOR TYPE "A" SILL ANCHOR & D SILL ANCHOR ° ANCHOR TYPES A & D BLOCK °°4,.�at/IV1°°�"� ` � 3 (6 ANCHORS PER SILL ANCHOR BLOCK) ,.,nrn�Daa�saa� D WIN461 N0. REV. 1 E SHEET NO. 8 OF 10 r • s WALL v.®S f 4.952 j f 3.174 2.500 3.000 4.952 0.100 0.090 3 o.oso 2.500 z.soo z.sao Oto HEAD FRAME 0.0s0 4 (RECTANGULAR 1 O Si UNITS s.000 0.090 s.000 16 HEAD FRAME (RADIUS & o RECTANGULAR UNITS) 1.528 -i 0.844 = 5.188 -�1� � � � 1.588--4 �1.492 0.099 0.100 1.500 1L .594 ql�51 1.650 0.063 J0.075 � 1 u1.573 55 HP SILL FLASHING (2)JAMB 3DOOR JAMB 0. a a.ssz - �-4.764 -� a ssz -{ 8A GLASS 8B GLASS 8C S OPGLASS HP COVER ti STOP STOP z o w S 0.125 2.500 0.125 1.000 g EL So o 6 1 2.500 3.000 00.265 0.125 7 PLCS. S o 0 1.000 - ww�c�in 7OHORIZONTALF, L 4.s56 1.000 !Z w 6A TRANSOM B 6BAR WITH RN C.O.C. TRANSOM BAR o 4 � w--2.sao a.soo 1.000 -- 0.040 1.748-{ 0.855 8.000 m 1.096 0.134 1.000 zm m Ffl Z��qa 2.999 16 STEEL REINF. 10 1.000 37 5 ,Ra 3.320 ODEEP a 4 l o.oeo 0.090 POCKET �a 4.656 5.000 -4.656 -� F 0.080 FILLER 1.000 �w leoz §F n=g, -1 0.533 - )U) U� �z 1.000 12 WATER 13 POCKET 0.800 1 =3g0 17 POCKET INSERT 1.sas aa�v��4� �O''k, DEFLECTOR INSERT o.oso O 0 357 pro wf4s " 14 POCKET 15 [� o.4s s q eaN FILLER OMULLION 11 SILL ANCHOR BLOCK.,'o,;, o° y (AT DOOR JAMB) z� �m W °�3 �� ,�„o, '�3 °° DRAWING NO. REV. 1461 E SHEET NO. 9 OF 10 1 DAAWN wf: DNFLKm RY: ITEM # PART #I ITEM DESCRIPTION MANUFACTURER/NOTES ax¢ w.ws PARTS 0.531 1.282 2.000 1.825--I P`OTi.2 o%u/os 1A 1575-1031 HEAD FRAME RECTANGULAR UNITS 6063-T6 ALUMINUM F�� 0.742`� Fr_ 047 1B 575-163 HEAD FRAME 6063-T6 ALUMINUM 0.100 0.070 1.062 �— RADIUS & RECTANGULAR UNITS -L- 2 575-101 JAMB 6063-T6 ALUMINUM 2.500 2.500 -SHEAR BLOCK � 3 575-051 DOOR JAMB 6063-T6 ALUMINUM 20 DOOR STOP 4 575-158 HP SILL 6063-T6 ALUMINUM 0.492 G— 0.591 � 5 575-157 HP SILL FLASHING 6063-T6 ALUMINUM 6A 575-122 18PRESSURE 19PRESSURE TRANSOM BAR WITH FIN 6053-T6 ALUMINUM 0.248 0.011 0.493 0.305 0—r- se 575-162 C.O.C. TRANSOM BAR 6063-T6 ALUMINUM PLATE COVER PLATE COVER �— 7 575-115 HORIZONTAL 6063-T6 ALUMINUM 22 1 2 I.G GLASS 28 STANDARD 8A 575-104 GLASS STOP 6063-T6 ALUMINUM SPACER PUSH-IN E-2 5-160 GLASS STOP 6063-T6 ALUMINUM 0.409 GASKET 5-161 GLASS STOP 6063-T6 ALUMINUM � -^�0.505 5-159 HP COVER 6063-T6 ALUMINUM 5-135 DEEP POCKET FILLER 6063-T6 ALUMINUM 0.914 0.621 5-297 SILL ANCHOR BLOCK AT DOOR JAMB 6063-T6 ALUMINUM In 1-105 WATER DEFLECTOR 6063-T6 ALUMINUM 5-133 POCKET INSERT 6063-T6 ALUMINUM 0.090 z w m 0.180 5-102 POCKET FILLER 6063-T6 ALUMINUM c�i M 5-116 HW MULLION 6063-T6 ALUMINUM 0.250 34 EXTERIOR PUSH g �Q . 5-310 STEEL REINF. A36 STEEL 30 INTERIOR FIXED IN GASKET (LMI & I o�"a 5-052 POCKET INSERT 6063-T6 ALUMINUM GASKET S I "_`�' 5-065 PRESSURE PLATE 6063-T6 ALUMINUM 5-164 PRESSURE PLATE COVER 6063-T6 ALUMINUM " 20 041-045 DOOR STOP 6063-TB ALUMINUM ,ginz 21 1450-1401 SHEAR BLOCK 6063-T6 ALUMINUM rz g 22 1 - 1 2" I.G. GLASS SPACER 3005 OR 3105 ALUMINUM SEALS AND SEALANTS 25 027-078 DOOR BULB WEATHERING ALCRYN wx 26 127-120 SILL TO FLASHING GASKET CCN SPONGE 27 127-191 SLIDE IN SPACER SANTOPRENE zm 28 1027-0741 STANDARD PUSH IN GASKET EPDM DUROMETER = 70 + -5 w TTI 29 127-070 SENG BLOCK EPDM DUROMETER = 85 + -5 SETTING BLOCKS TO BE MINIMUM z z� ^ 30 1127-1211 INTERIOR FIXED GASKET EPDM DUROMETER = SPONGE BY TREMCO 1 NEAR EACH CORNER OF GLASS 0 31 127-138 SETTING BLOCK EPDM DUROMETER = 85 + -5 Al THE BASE PER THE FBC <- �iq z a k-1 32 027-916 GASKET EPDM DUROMETER = 70 � 33 163-303 THERMAL SEPARATOR EPDM DUROMETER = 70 r m Z�`� 34 127-127 EXTERIOR PUSH IN GASKET EPDM DUROMETER = 70 BY TREMCO ��_� U� o o FASTENERS 38 128-396 NO. 12 X 7 16" S.S. PHTF SCREW 2" FROM ENDS & MAX. 18" D.C. rnz h z �3c� 39 128-271 NO. 12 X 5 8" S.S. PHTF SCRERW 4" FROM ENDS 2 ROWS �����®B3&8p8jq�` u 3 40 128-406 1 4" X 1" S.S. HWHTF SCREW 3" FROM ENDS & MAX. 9" O.C. 41 128-910 NO. 10 X 1 2" S.S. FHTF SCREW 3" FROM ENDS & MAX. 18" O.C. �oq® �......T`� ''f� w 42 028-336 NO. 10 X 1 5/8" S.S. FHTF SCREW 1" FROM ENDS; 4 GROUPED e d°"•' AT MID-SPAN; 16" MAX. BETWEEN _ �a F Z1� A _'`°gin 'mot - �"�. ' �• � Biw ORA 1 G NO. REV. 1461 1E SHEET NO. 10 OF 10 KAWNEER 350/500 IR DOOR#FL8786-R9 a BCIS Home ` Log In User Registration ( Hot Topics j Submit Surcharge Stats&Facts 7) FB Staff I Site Map Links Searcl c�viewecd, Furnish as Corrected R0(1d3 Product Approval No Comments Revise and Resubmit Yy �I r USER:Public User 0 Rejected Karts ❑Submit Specific Item a+assrs�ym.. Product Approval Menu>Product or Application Search>Application List>Application Detail This review is only for general conformance with the design concept of the P project and general compliance with the information FL# _ `/ FL$78bgR9 ', given in the Contract Documents.Correction Application Type RECEIVED EC Irma loci or comment,; made on the shop drawings Code Version 201 during the review do not relieve contractor r from compliance with the requirements of Application Status s� lQ1$ APP7ved the plans and specifications. Approval of a i3 ] specific item shalt not include approval of anassembly of which the item is a component. LAPR cie County, Peffllltt.l�' ' Contractor is responsible for: dimensions to Comments Archived ❑ be confirmed and correlated at the jobsite; information that pertains solely to the fabrication processes, or to the means, Product Manufacturer Kawneer Co methods, techniques, sequences, and }Seedures of construction; coordination of Address/Phone/Email 555 Guthridg (Ebut-Work with that of all trades; and for Norcross,GA W90rming all work in a safe and satisfactory (770)840-6 enanner. tanya.dolby car. ETERSON A ITECTS,LLC Date�gy_ Authorized Signature Tanya Dolby tanya.dolby Technical Representative Tanya A.Dolby Address/Phone/Email 555 Guthridge Court Norcross,GA 30092 (770)840-6426 tanya.dolby@alcoa.com Quality Assurance Representative Mr.Scott Near Address/Phone/Email 500 East 12th Street Bloomsburg,PA 17815 (570)784-8000 scott.near@aicoa.com 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 the W.W.Schaefer Evaluation Report Florida License PE-44135 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Terrence E.Lunn,PE ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL8786 R9 COI certificatfon of independence pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Y Sections from the Code 01 affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Method 1 Option D Date Submitted 09/30/2017 Date Validated 09/30/2017 Date Pending FBC Approval Date Approved 10/02/2017 Summary of Products FL# Model,Numberior Name Description 8786.1 350 IR 9 ft.Tall Out-Swing Doors Out-Swing Doors(Large Missile Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL8786 R9 II Drawing 1569.odf Approved for use outside HVHZ:Yes Verified By:W.W.Schaefer,P.E.44135 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+65/-65 Evaluation Reports Other:Door size,pressure,assembly and installation FL8786 R9 AE Evaluation report WWS-312.pdf requirements are to be as specified in the attached drawing Created by Independent Third Party:Yes No.1569.Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures.This door system is rated as a wind zone 4 missile level"D"large missile impact product.All glass meets the requirements of the current ASTM E1300 8786.2 350/500 IR 8 ft.Tall Out-Swing Dry Out-Swing Doors(Large Missile Impact) Glazed Doors Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL8786 119 II Drawing 1695.1)df Approved for use outside HVHZ:Yes Verified By:W.W.Schaefer,P.E.44135 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Door size,assembly and installation requirements FL8786 R9 AE Evaluation report WWS-311.pdf are to be as specified in the attached drawing No.1695.Job Created by Independent Third Party:Yes required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures.This door system is rated as a wind zone 4 missile level"D"large missile impact product.All glass meets the requirements of the current ASTM E1300 standard. x I x X X x K —k k ]k 8786.3 350/500 IR 8 ft.Tall Out-Swing Out-Swing Doors(Large Missile Impact) Wet Glazed Doors Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL8786 R9 II Drawing 1460.pdf Approved for use outside HVHZ:Yes Verified By:W.W.Schaefer,P.E.44135 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Door size,pressure,assembly and installation FL8786 R9 AE Evaluation report WWS-310.pdf requirements are to be as specified in the attached drawing Created by Independent Third Party:Yes No. 1460.Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures.This door system is rated as a wind zone 4 missile level"D"large missile impact product.All glass meets the requirements of the current ASTM E1300 standard. Back NeM Contact Us::2601 Blair Stone Road,Tallahassee K 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Conyriaht 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-mall 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 mall.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 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 dick here. Product Approval Acceptr. ® W N Credit Card Safe i J W. W. Schaefer Engineering & Consulting, P.A. (CA #6809) 7480 150"'Court North Palm Beach Gardens,FL 3341E Phone(561)744-3424 ENGINEER'S EVALUATION REPORT#WWS-311 Prepared for: Kawneer Company,Inc. 555 Guthridge Court Norcross, GA 30092 Phone: 770-449-5555 Prepared by Warren W. Schaefer,P.E. Florida Professional Engineer#44135 Manufacturer: Kawneer Company,Inc. Product Category: Swing Doors Evaluation Method: 1-D (Engineer's evaluation) Product model & name: 350/500 IR 8 fti Tall Dry Glazed Out-Swing Aluminum Storefront LMI Doors Documents that must accompany this report: • 1. W.W. Schaefer.Engineering & Consulting drawing No. 1695 i Door size restrictions and assembly requirements: See drawing No. 1695 Maximum allowable design pressure: See drawing No. 1695 Installation requirements: See drawing No. 1695 Code compliance: Code section(s)considered with this evaluation: FBC Chapters 17&24 Glass: All glass meets the current ASTM E1300 standard. Test Standards applicable to the testing of this door system: TAS-201,202 &203,ASTM E330, ASTM El886,ASTM E1996&AAMA 1304 Test Laboratory: Intertek Architectural Testing,Inc: (Previously named Hurricane Test Laboratory, Inc.) " 1 Test report numbers: D3741.01-550A8, D3741.02-550-18,D3741.03-550-18,D3741.04-550-18,D3741.05- 550-18,D3741.08-550-18, D3741.09-550-18, G049-0805-10, G049-0804-10, G049- 0201-09, G049-0310-08, G049-1005-06, G049-1201-05, G049-0111-06 Note:All HVHZ test reports have been signed& sealed by a Florida PE. General report notes & system limitations: 1. All size& installation conditions shown in this report and the referenced drawing No. 1695 are based off the referenced test reports and/or engineering analysis in accordance with the Florida Building Code. 2. Doors shall be constructed in accordance with the descriptions in this report, and the manufacturer's state approved quality assurance entity specifications. 3. This product is approved for use in& outside of the Iligh Velocity Hurricane Zones (HVHZ). 4. Job required design wind pressure,shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures(0.85 directionality factor may apply per the current ASCE 7 standard). 5. These doors are large missile impact rated for use in wind zone 4&missile level"D" locations and need not be shuttered. 6. Dry glazing gaskets are in accordance with ASTM C864 or ASTM C509 per FBC chapter 24. 7. These door units are not approved for use where water infiltration resistance is required by the door. Unless units are installed in non-habitable areas where the unit&the area are designed to accept water infiltration,units shall be installed only at locations protected by a canopy or overhang where-by the overhang(oh)ratio is equal to or more than 1.0 per FBC. i Quality Assurance Entity: Architectural;Testing, Inc. JUN 2 8 2016 -------------- Warren . Schaefer,P.E. Flori P.E.#44135 �. SC s!r' 044135 ® �c C LU o�roISS ON A ���®�v I11 . 2 MAX. FRAME WIDTH = PANEL OPENING + 5" MAX. FRAME WIDTH = CORNER & FRAME END CONSTRUCTION: CHECKED W. MAY W.W.S. SEE PRESSURE TABLES ON SHEET 5 PANEL OPENING + 5' FRAME HEAD CORNER(IR500/501)•HEAD IS SQUARE CUT,BUTTED P OTe mm. FOR MAXIMUM PANEL OPENING WIDTH SEE PRESSURE TABLES TO SIDE,FASTENED WITH THREE(3)NO. 12 X 1"S.S.PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER 6" 19.25" 19.25" 19.25" 19.25" 6" ON SHEEP 5 FOR MAX. j SCREW SPUMES&SEALED WITH SIUCONE. R" .� PANEL OPENING WIDTH MAX. MAX. MAX. MAX. MAX. MAX. ERAME HEAD CORNER(TRIFAB 450/451 FRAME)'HEAD IS SQUARE e, DOOR SEE CORNER Al A2 Gi G2 CUT.BUTTED TO SIDE,SECURED WITH SHEAR BLOCK UEMI 16 = rG LENTER CONSTRUCiTION (SEE SECTIONS G/9&M/10)&SEALED WITH SILICONE. 61 62 91 92 DESCRIPTIONS 6,. 6 6 9 9 FRAM I .ORN R:SILL IS SQUARE CUT,BUTTED TO SIDE, ON THIS SHEET 20.5"� 6" MAX' SECURED TO THE SIDE MEMBER USING A PIVOT ASSEMBLY OR d MAX. M!V( STEEL CLIP,FASTENED WITH THREE(3)NO. 12-24 X 3/8'FHMS _ 6' MAX. AT THE FRAME&TWO(2)NO. 12-24 X 3/8'FHMS AT THE SILL,&SEALED WITH SILICONE. TO AVOID 6" MAX. DOR PANEL CORNERS-VERTICAL STILES RUN THROUGH AND ARE OPPOSITE CONFUSION, LOCK SECURED TO THE RAILS AT THE TOP&BOTTOM WITH 1/4'THICK a z' Cl Cl a EXTRUDED CHANNELS.EACH CHANNEL IS FASTENED TO THE STILE �^ 6 v / 6 CONDITIONS ARE E1 OPPOSITE &RAIL WITH 1/4-20 X 3/4-PHMS&3/i6"THICK STEEL N)f a e C2 C2 NOT CALLED 9 v \ PLATES THE INTERSECTION OF EACH CORNER JOINT WAS WELDED 6 pl OUT/SPECIFIED IN 6 'AM A 1/2-DIA PLUG WELD AND A 1 1/8'LONG FILLET WILD 6 E2 C2 AT BOTH WEBS OF THE RAIL _ ] v THE ELEVATIONS. MIDRAIL ENDS;SECURED TO THE VERTICAL RAILS 1WUH 4 EACH I z < w w �3 / D2 \ C3 SEE PRESSURE = t- 5 \ C 1/8"LONG FILLET WELDS x = 1 7 7 TABLES ON SHEEP �� o w o C4 C4 5 & PARTS LIST = w ; 7 z X 7 38 13/16" F1 F2 7 ON SHEET 13 FOR W = o C4 ALLOWABLE DESIGN PRESSURE w MAX. D.L.O. g g ALL LOCK OPTIONS. z X 7 X o / , Lo 2 38 t3/ts" SEE SHEET 5 a _——_—_—_—_ —— 14 3/8" o MAX. D.L.O. o z z rn Z n TYP. FRAME ANCHORS o 4 MAX. '?� ..T t0 =____.___ 14 3/8" 1TE THESE DOOR UNITS ARE NOT APPROVED FOR USE 0 p� N ¢ WHERE SHOWN. SEE O.C. 1,J \ % HERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE }U n Lo \ O. / Z M1 ° TYP. FRAME ANCHORS MAX. DOOR UNLESS THE UNITS ARE INSTALLED IN NON HA F 7Q" "FRAME ANCHOR —T as n WHERE SHOWN. SEE D.C. AREAS WHERE THE UNIT&THE AREA ARE DESIGNED TO ZO 0-0 Q ui I m O REQUIREMENTS TABLE" 1 m T ACCEPT WATER INFILTRATION OR THE UNITS ARE INSTALLED AT o U m� o 0 "FRAME ANCHOR I LOCATIONS PROTECTED BY A CANOPY OR OVERHANG p ON THIS SHEET FOR AT HEAD & SILL, rn O WHERE-BY THE OVERHANG(OH)RATIO IS EQUAL TO OR MORE W U Nil REQUIREMENTS. o REQUIREMENTS TABLE" w CLUSTER ON THIS SHEET FOR THAN 1.0 PER FBC. p to o m o B ANCHORS AS �ii z REQUIREMENTS. EVALUATION AND/OR THIS PRODUCT IS BASED ON APPLICABLE ¢N o 6 SHOWN AT 6 �/ AP�DCAABBLEE TES REPORTS THE FLORIDATION& L BUITS LDING CODE j Y Z MEETING STILE VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN 6" MAX.,ENDS SPACED 3" f FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT APART. CLUSTER —1 OF CODE VERSION CHANCES/UPDATES OR IN THE EVENT ¢ 6 ANCHORS WITH 6" MAX. THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS Q __}_ _�_ / . ANCHOR TYPE A; PRODUCT,PRIOR FA STATING CODE COMPLIANCE THE THE 7 1/2" 19' 19' 19' 19" ] 1 2' - - - - a--- - - - - - --� STATE,THE MANUFACTURER SHALL CONFIRM WITH THE Z CLUSTER 5 FVALUATON ENGINEER OF RECORD THAT EVERYTHING MAX. MAX. MAX. MAX. MAX. MAX. ANCHORS WITH 7 1/2' 19 19 7 1/2' SPECIFIED HERE-IN IS CURRENT WITH ALL CURRENT 3 o Wp ANCHOR TYPES B, M MAX. MAX. MAX, TEsnNc,coDEs AND aPPLCABLE srANDARDs. w zDO EXTERIOR ELEVATION: DOUBLE DOOR WITH IR500 501 S �t C, D & F EXTERIOR ELEVATION: SINGLE DOOR WITH p STORE FRONT FRAMING & STANDARD INSTALLATION K (ANCHOR "E" IS IR50OZ501 STORE FRONT FRAMING & STANDARD �" SCALE: 1/2" = l'-O" NOT APPLICABLE oy (APPLICABLE WITH ALL HINGE TYPES) AT HEAD & SILL). INSTALLATION 0 K GENERAL NOTES: SCALE: 1/2" = l'-O" p o oo 1. THIS PRODUCT HAS BEEN TESTED,ANALYZED&APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE (APPLICABLE WITH ALL HINGE TYPES) 1.�j W C UF � SHOWN IN THE'ALLOWABLE DESIGN PRESSURE TABLE(S)'. QF ns Gi 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER 2-1 !2 WIND LOADS TO THE STRUCTURE. FRAME ANCHOR REQUIREMENTS TABLE Up �4 IUn<n�ma 3. ALL HARDWARE&FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS&SHALL NOT VARY UNLESS SPECFICALLY MENTIONED ON THE DRAWINGS. FRAME & SILL ANCHORS m`R!!l11flCI!/i, o"ss I SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE ;!� �(bt A o U'}U 6 BEYOND WALL FINISH OR STUCCO. ANCHOR 0 ENING TYPE JAMB TO OPENING MINIMUM MINIMUM E •��! 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WTH AND MEETS THE REQUIREMENTS OF THE FLORIDA TYPE SUBSTRATE FASTENER TYPE EMBED EDGE DIST. BUILDING CODE(FBC)INCLUDING HIGH VELOCITY HURRICANE ZONES(HVHZ)&IS LARGE MISSILE IMPACT RATED. - A P °.e A� 5. IMPACT SHUTTERS ARE NOT REQUIRED WITH THIS PRODUCT. 2X- WOOD FRAME OR BUCK .1, A NO. 14 SMS SCREW 1 1 4 3 4 V:'0` ch IL �•1y w 8. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE (MIN. GR. 3 & G=0.55) / " / " ®CO;y CAPABLE OF RESISTING CORROSION CAUSE BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. DETERMINE THE POSITIVE&NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENT'S IN B MIN. 18 GA. 33 KSI (2) NO. 12 SELF FULL 1/2" a eV 'R H �' o N L"� ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN METAL STUD DRILL/TAPPING SCREW ACCORDANCE WITH THE FLORDA BUILDING CODE,A DIRECTIONALITY FACTOR OF Kd=0.85 MAY BE APPLIED PER ��fi�� rn ti:' ¢ aD is THE ASCE-7 STANDARD. C MIN. 0.22"THICK (7) 1/4-20 SELF �'•., •f.• o y B. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER A36 STEEL DRILL/TAPPING SCREW FULL 1/2" .11 • 66ca w ' 3� •ee bb, col DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 'D MIN. 3000 ?.S.I. CONCRETE (t) 1 o.''•• n: B. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCE SHOWN HEREIN IS QUALITY ASSURED BY A FLORIDA /4" CONCRETE SCREW i 3/4" 2 1/2" oo�M ra;0 STATE APPROVED CERUFlCABON/OA ENTITY&SHALL 13E LABELED IN ACCORDANCE WITH THE FDC AND THE E N. C90 CONCRETE FILLED BLOCK (1) 1/4" CONCRETE SCREW 1 1/2" 2 1/2" goll" co) FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION,COMBINATION,INSTALLATION&COMPARATIVE ANALYSIS CONDMO14S AS DETERMINED F CURTAIN WALL (2) 1/4-20 SELF FULL 1 1/2„ 3 THROUGH TESTING&ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SHALL BE IN ACCORDANCE WITH DRILL/TAPPING SCREW THESE DRAWINGS,THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. THEE DRAWINGS ARE APPUCKS ONLY TO THE PROOUG O WING o. REV. 10.CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING (')CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.). ELCO CRETE-FLEX (S.S.) OR SPECIFIED.THEY MAY NOT BE USED FOR THE ASSDABLY 1695 B HILTI KWIK-CON II ANO/OR INSTALLAMON OF ANY OTHER PRODUCT NOR MAY PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER TFWJ A (C.S OR S.S.). THEY BE USED FOR RATIONAL ANO/OR LOCAL APPROVAL SHEET NO. LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. (2)SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORROSION RESISTANT STEEL F ANY PRODUCT N07 PRODUCED BY THE MANUFACNR 1 OF 13 ESE DRAWINGS. • o A • DW ft DHRKEU m MAX. FRAME WIDTH �T. ah MAX. FRAME WIDTH = PANEL OPENING + 1 3/4" PANEL OPENING -24 � + 1 3/4" — SEE PRESSURE TABLES ON SHEET 5 SEE PRESSURE TABLES FOR MAXIMUM PANEL OPENING WIDTH ON SHEET 5 FOR 6. 111 ���fff LL�� MAXIMUM PANEL MAX. �g MAXI MAX I I iMAX' MAX.' MAX. OPENING WIDTH SEE CORNER G1 G2 CENTER CONSTRUCTION 6" 19" 6" DESCRIPTIONS rG1 G2 MAX. MAX. ON SHEET 1 9 9 O'P -L b 6" MAX. o a / OPPOSffE / 1 / J ,( D1 W D2 ca cJ o w x a 7 = = \ I SITE X 38 13/16" F1 F2 w c, In z MAX. D.L.O. g 8 z 38 13/i 6° o z�m X m �_ w 0w s MAX. D.L.O. 0 0 o IfD ___ ___ U.`DN Lo Z M TYP. FRAME ANCHORS o 1 MAX.B• w \ _______ 14 3/8" o ¢j a a n WHERE SHOWN. SEE z ' ° MAX. �CDM m O.C. a c IYP. FRAME ANCHORS w O C2 a wo "FRAME ANCHOR /� WHERE SHOWN. SEE O.C. F En I m o REQUIREMENTS TABLE" / o "FRAME ANCHOR �— o w 0 ON SHEET 1 FOR o REQUIREMENTS TABLE" 3, o REQUIREMENTS. ON SHEET i FOR jug z 6 / / REQUIREMENTS. / D 6 6" MAX. 6" MAX. z Q 4 — T __LI._ Zm 7 1/2" 19" I 19" 19" 19" 7 1 MAX. 7 1 x. I — 19" I 19" 7 1/2- MAX o W tO m MAX. . MAX. MAX. MAX. X. MAX. ^^'111 MAX. `I' MAX. MAX.X, o zvG AT HEAD & SILL, CLUSTER ANCHORS AS SHOWN AT 0 .o EXTERIOR ELEVATION: MEETING STILE ENDS SPACED 3" APART. CLUSTER 6 EXTERIOR ELEVATION• 0 asy? DOUBLE DOOR WITH TRIFAB 450/451 ANCHORS WITH ANCHOR TYPE A; CLUSTER 5 SINGLE DOOR WITH TRIFAB 450/451 FRAMING & STANDARD INSTALLATION ANCHORS WITH ANCHOR TYPES B, C, D & F FRAMING & STANDARD INSTALLATION ON SCALE: 1 2" = 1'-0' (ANCHOR "E" IS NOT APPLICABLE AT HEAD & SILL). F =w I SCALE: 1/2" = 1 -0" x-I-.: (APPLICABLE WITH ALL HINGE TYPES) (APPLICABLE WITH ALL HINGE TYPES) �y�m z H�0 a ALLOWABLE DESIGN PRESSURE �,�aQ��..• by t• SEE SHEET 5 :Q�'�•'Lr,"• •,`°'`ry'T,�•> z c �n V yw r o u1 ci a7j.ta V H �• � O ;O i bM Paa '���I�O��OO,e Rq ING NO. REV. 1695 B SHEET N0. 2 GP 13 DRAWN Bf: tllFCltEp HY: Al A2 G1 G2 vxu vv.s TOP PINGE 6 6 9 9 r_AI 61 62 91 92 �L E1 6' MAX. 8 6" MAX. a EQUAL INTERMEDIATE \. E2 x PIVOT PP�� Q HSITE w HINGE _ / \ O = CENTER w g v \ g v zQ X" = DOOR \ 5" 5" Na b a PANELHEIGHT/2 0 / HINGE CENTER HINGE CENTER o - 16 19/32) o 5" -1 -- 5" o ,< C1 C1 14 3/8" ya INTERMEDIATE 6 v g W MAX. 38 13/16" \ PIVOT C3 C3 O.C. MAX. D.L.O. FRAME o HINGE 7 7 SCREWS z EQUAL CEN LR \� C4 C4 FRAM _______— WHERE ° SHOWN AT Y" _ "X" ° 7 7 SCREWS ° / BOTH SIDES 5^ WHERE / 5" OF HINGE + 5 1/4" HINGE CENTER SHOWN AT HINGE CENTER CENTER. FRAME SCREWS WHERE SHOWN / 5^ LOCK SIDE. / 5" SEE "FRAME a d c� BOTTOM HINGE AT BOTH SIDES OF HINGESEE ANCHOR p z w o CENTER. SEE "FRAME ANCHOR / ANCHOR REQUIREMENTS / REQUIREMENTS O o to 3-HINGE 4-HINGE B REQUIREMENTS TABLE" ON SHEET REQUIREMENTS B `� 6 1 FOR REQUIREMENTS. j TABLE" ON 6 TABLE ON w n CONDITION CONDITION j SHEET 1 O M o�o, PIVOT HINGE _� SHEET 1 �- FOR �� a LOCATION DIAGRAMS g^ FOR 6" MAX REQUIREMENTS. Of w�o of REQUIREMENTS. p w (APPLICABLE TO ALL DOORS) —r r �- 4 (-DW I cn z EXTERIOR ELEVATION; 'Z 6 3/16" 6 3/16" EXTERIOR ELEVATION• D W DOUBLE DOOR WITH ALTERNATE SINGLE DOOR WITH ALTERNAT z INSTALLATION CONDITION INSTALLATION CONDITION 4 SCALE: 1/2" = 1'-0 - SCALE: 1/2" = 1'-0" p BUTT DUTT (APPLICABLE WITH BUTT & PIVOT HINGE DOORS ONLY (APPLICABLE WITH BUTT & PIVOT HINGE DOORS ONLY Z HINGE HINGE WHEN 4 HINGES EXIST PER PANEL) WHEN 4 HINGES EXIST PER PANEL) 3p Z� CENTER CENTER EQUAL r FOR DOOR DETAIL & HARDWARE NOT SHOWN, SEE x (FOR DOOR DETAIL & HARDWARE NOT SHOWN, SEE ( w Mtn = EQUAL BUTT w ELEVATIONS ON SHEETS 1 & 2) O" W¢ m c9 = ELEVATIONS ON SHEETS 1 & 2) p w HINGE (ELEVATION SHOWN WITH STANDARD FRAMING. _ (ELEVATION SHOWN WITH STANDARD FRAMING. -i CENTER < STOREFRONT FRAMING ALSO APPLIES) STOREFRONT FRAMING ALSO APPLIES) a� Fa BUTT a ALLOWABLE DESIGN PRESSURE o� wC5 a HINGE EQUAL roiJS 'LLyz � 0 CENTER S SEE SHEET 5 o BUTT X tpn� om HINGE z CENTER z z3v EQUAL `����Q 4( �., 8 3 As ° EQUALBUTT HINGE HINGE <co faU•2 dr w ��' CENTER CENTER m 3'U d H o < �o 9 3/4" 9 3/4" s 2'� 'Z O _ cl 25 NDITION BUTT HINGE CONDITION E ' q 3 LOCATION DIAGRAMS oNnwi no. aEv. (APPLICABLE TO ALL DOORS) 1695 B sr�Er r+o 3 of 13 ' Mw WAIL W.WS. • Pl°l: OOZE IR-500 OR IR-501 1600 SYSTEM 1 SEE PRESSURE--- FOR MAXIMUM PANEL S ON SHEET 5 STORE FRONT OPENINGWIDTH UNDER SEPERATESTEM SEE FOR MAXIMSUMEPANELES ON SHEET 5 OPENING WIDTH UNDER WALL o ——— APPROVAL SEPERATE APPROVAL I�---CIF--------------------CIF---�1 F: ——————————---------��---� II III III II II IN UI II � II � III K II � II II � Ip M, M2 III II II III ,Q � II II II III ,o to � III II o III II ------- o a y IIIIIIIII IIIIIIII IIIIII IIIII rF I D, III 11 0 1 N D1 . ,O Z II 11 IIII IIII j 1] 10 11 II / 02 \ II l I I I u / 02 \ o II III / \ Ill II = 11 / \ II UI-N Z II II / \ II II a z II III / III II o 0O O ZO rn a II II II II O n II I \ II IIwo� Eb w 1II1II1I1III Oh Oo 111III]11III - III o II __\_\___\ _____ o YP. FRAME AN. CH ORS WHERE SHOWN. SEE III I1II1I aza wi w.� "FRAME ANCHOR Mn � 20REQUIREMENTS TABLE" O SHEET 1 FOR °' REQUIREMENTS B III B 6 6 - /j - i m^ LLE-.=== -- ----- 1 IT-------- __-� �_-- --a ----- -------- _ -� W ca EXTERIOR ELEVATION: SEE ELEVATION EXTERIOR ELEVATION: SEE ELEVATION a " DOORS INSIDE IR-500 OR IR-501 STORE FRONT SYSTEM SHEET 1 FOR SILL DOORS INSIDE 1600 SYSTEM 1 CURTAIN WALL SHEET 2 FOR tnc �OL ANCHOR SCALE: 1/2"=1'-O" REQUIREMENTS & SCALE: 1/2"=1'-0" ANCHREQUORMENTS n3 Wz oag NOTES: ANCHOR LOCATIONS OTES &ANCHOR 1. FOR DETAILS NOT SHOWN, SEE ELEVATIONS ON SHEETS 1 & 3. ,. FOR DETAILS NOT SHOWN, SEE ELEVATIOIS ON SHEETS 2 & 3. LOCATIONS yZ 2. DOUBLE DOOR SHOWN; SINGLE DOOR CONDITION ALSO APPLIES. o 2. DOUBLE DOOR SHOWN; SINGLE DOOR CONDITION ALSO APPLIES. 3. FOR STORE FRONT FRAMING REQUIREMENTS & INSTALLATION, SEE 3cOi 3. FOR STORE FRONT FRAMING REQUIREMENTS & INSTALLATION, SEE RESPECTIVE STORE FRONT APPROVAL RESPECTIVE STORE FRONT APPROVAL. a `gg1� e0p p W 4. LESSER ALLOWABLE PRESSURE RATING OF THE DOORS & 4. LESSER ALLOWABLE PRESSURE RATING OF THE DOORS & STOREFRONT SHALL CONTROL FOR THE OVERALL ASSEMBLY. ALLOWABLE DESIGN PRESSURE STOREFRONT SHALL CONTROL FOR THE OVERALL ASSEMBLY. avaO��P• ��jY� a: SEE SHEET 5 oe ��^°.........., .,,°•,J.f�, 2 `o oU��W r 0 u.0'.,� F scn.a -, 'A r ¢i`Q 1ya ^. :W of ��°v O �iltcJJC7e w 3W p7i�� Z •�6S^ V '=-1 rc OsppplM" p � 0 WI O NO. REV. 1695 B SHEEP NO. 4 OF 13 • r ALLOWABLE DESIGN PRESSURE DRAWN M MMM We �f i W.Ws. AS RESTRICTED BY PANIC DEVICE LOCK CONDITIONS) DOOR PANEL OPENING WIDTH DOOR PANEL OPENING WIDTH I P101-24 �N�n MAXIMUM DOOR PANEL PANIC DEVICE ALLOWABLE OPENING WIDTH PRESSURE o DOUBLE SINGLE DOOR DOOR FOR FRAME SARGENT AD8400 CONDITIONS, FOR FRAME = CONDITIONS, ADAMS RITE G86 SEE ELEVATIONS Z SEE ELEVATIONS CALIBRE 9100 z o 96 48 70 o z JACKSON 2086 KAWNEER 1686 w PANELINE CR-90 a 96 48 SARGENT 8400 65 0 72 36 FALCON HH1690 65 0 96 48 CORBIN RUSSWIN ED520OS(A) 50 96 48 VON DUPRIN HH9947 65 o z_of rn ALLOWABLE DESIGN PRESSURE o 0 0 (AS RESTRICTED BY MULTI—POINT Q 9/16" THICK LAMINATED p o CD LOCK CONDITIONS) GLASS (1/4" HT. ST./0.09 1" THICK 1.0 LAMINATED GLASS (3/16" TEMP o0 EXTERIOR; 3/8" AIR SPACE; 3/15" HT. ST./ w �'_^" MAXIMUM DOOR PANEL LOCK CONDITION ALLOWABLE KURARAY SG/1/4" HT. ST.) � r-En I OPENING WIDTH PRESSURE 28A 0.090" KURARAY SG/3/16" HT. ST. INTERIOR) p w m 0 or (IN.) (+/-PSF) 28A 28B 28A 3 o DOUBLE SINGLE 20A 208 DOOR DOOR I 20A 20B ? rc 96 48 1 & 2 70 —I P 7/8" MIN. BITE NOTE: KURARAY WAS 7/8" MIN. BITE a LOCK CONDITION 1: PREVIOUSLY KNOWN ACTIVE DOOR: SEE REM #39 ON SHEET 13 FOR LOCK AS DUPONT. z REQUIREMENTS 24 No zm w co INACTIVE DOOR: SEE ITEM #40 ON SHEET 13 FOR EXTERIOR m LOCK REQUIREMENTS EXTERIOR S _ LOCK CONDITION 2: 30A 30A p Z8 F'o ACTIVE DOOR: SEE REM #41 ON SHEET 13 FOR LOCK 6A 6B 7 6A 6B 7 0� E5 '.'h REQUIREMENTS 8 9 12 8 9 12 0 o (Z� � S INACTIVE DOOR: SEE ITEM #42 ON SHEET 13 FOR 10A 10B TYPICAL MONOLITHIC 10A tOB o— t"i�URA LOCK REQUIREMENTS TYPICAL I.G. Z 1IA 116 GLAZING DETAIL 11A 110 GLAZING DETAIL J �igW Un 12 23 12 23 s to cn PRESSURE TABLE NOTES (ALL TABLES) =3� z 1.DOORS TOONS IN THESE THEIR MAXIMUMABLES PANELARE HEIGHT LOF 96E FOR ALL a�a�6�Pvo s3v 2. SEE ELEVATIONS ON THIS SHEET FOR VIEW OF DOOR PANEL `���t �• a OPENING HEIGHT & WIDTH. _ m 3. THE LESSER PRESSURE IN ANY ONE TABLE SHALL CONTROL �V@�tu T •O ps'- �vp AS THE ALLOWABLE PRESSURE ON THE DOOR ASSEMBLY, m ez d s9 4 a m �• z 2••� 0 N�•• W 3d AA Qk...........P ®[0qe Q ''�'�"ll�(le�•0�`�oa RAWING N0, R3. 1695 . B SHEET NO. 5 OF 13 r W SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS o,E rxu, rrs FAME ANCHOR PER FRAME ANCHOR FAME ANCHOR PER "FRAME ANCHOR SEE GLAZING DETAILS o�nr, ate: PER ELEVATIONS REQUIREMENTS TABLE" PER ELEVATIONS REQUIREMENTS TABLE" EXTERIOR �ON SHEEi 5 '•Z ON SHEET 1 ON SHEET 1 1 4" MAX. �- I�H ANCHOR CH �-SHIM4AT EACH SEALANTS SEALANTS ANCHOR rrj,- OT OTHERS BY OTHERS 0 14 15 55 6 Ell P n 3 16C = w x - t 66 1B g 6A 68 1A 2 w 6A 6B 7 27 x = m 27 31 N o 7-1 O —7) 2 0 3iUn� 65 0 Mora, Qw \ / \ ) SEALANTS (,`j =N BY OTHERS w Z 0 0 W";n EXTERIOR SEE GLAZING DETAILS EXTERIOR EE GLAZING DETAILS o ON SHEET 5 ON SHEET 5 FAME ANCHOR Z SUBSTRATE BY SECTIONAl SECTION A2 PER ELEVATIONS OTHERS PER SCALE: 1/2 FULL 6 SCALE: 1/2 FULL fi "FAME ANCHOR a (WITH IR-500/501 FRAMING) (WITH IR-500/501 FRAMING) SECTION B REQUIREMENTS SCALE: 1/2 FULL 6 TABLE" ON SHEET 1 Z rn 1/4" MAX. 5 w z m SHIM AT EACH FRAME WIDTH 7/4" MAX' ANCHOR SHIM AT EACH FRAME WIDTH m ANCHOR z8d 17 18 77 18 0 z.,e no ward FRAME ANCHOR 4 FRAME MJ w?u$� PER ELEVATIONS PER 4 =� L 27 8 ELEVATIONS - 0Z 27 9 N30 g SUBSTRATE BY OTHERS PER ! e�0� Q•° FRAME ANCHOR I F , W REQUIREMENTS 58 58 SUBSTRATE ( '`a @�e. °�� °.,t�J o d BY OTHERS 57 57 Z co a s.W ER 0 o �, w^ SHEETABLT I N "FRAME 11.._.. m rn?z '� p 23 I<-- m EXTERIOR ANCHOR Tr�EXT--ERIOR m�^vim O 37 REQUIREMENTS I� W 3w SEALANTS TABLE" ON SEALANTS 36 1.1V z ° u BY OTHERS SEE GLAZING DETAI A b .� SEC ClON SHEET 5 SHEET 1 BY OTHERS SEE GLAZING DETAI SECTION °®d6 °• Q�O�; 3 SCALE: TI FULL fi SECTION C2 ON SHEEP 5 P/���IIQe fi He a. REv. HINGE SCALE: 1/2 FULL (WITH IR- 1 FRAMING & BUTT (WITH IR-500/501 FRAMING & GEAR HINGE CONDITION) 1695 B HINGE CONDITION) SHEET NO. 6 of 13 1/4" MAX. 1/4" MAX. DP. 8, asnc[D Dr. 'ALL SHIM AT EACH FRAME WIDTH SHIM AT EACH FRAME WIDTH anr: DAM ' ANCHOR - ANCHOR +-� 17 18 SUBSTRATE BY OTHERS g PER "FRAME 26 ANCHOR FRAME 4 REQUIREMENTS 25 ANCHOR PE SEE GLAZING DETAILS TABLE" ON ELEVATIONS SHEET 1 27 8 ON SHEET 5 8 9 p 27 b SUBSTRATE BY FRAME—, OTHERS PER r ANCHOR 57 57PER r FRAME ANCHOR Loz I ELEVATIONSREQUIREMENTSTABLE" ON SHEET 1 SEEEXTERIOR EXTERIOR SEALANTS38 O � SEALANTS DETAILS ODING I BY OTHERS BY OTHERS 38 SHEET 5 rn SECTION c3 SECTION C4 0 z iCD SCALE: 1/2 FULL 7 SCALE: 1/2 FULL c�iM� (WITH IR-500/501 FRAMING & PIVOT (WITH TRIFAB 450/451 FRAMING) ~z HINGE CONDITION) (GEAR HINGE CONDITION SHOWN. FOR OTHER HINGE CONDITIONS N APPLICABLE TO THIS SECTION, SEE SECTIONS Cl/6 & C3/7.) a cn I BOTTOM RETAINER AS SUPPLIED Z31n o WITH MULLION Z �w SEE "CORBIN RUSSWIN PANIC DEVICE MUWON" DETAIL ON LL SHEET 8 FOR DETAIL 2" c� z rn t0A 108 32 61 11A 11B 10B 11B j w z n m 0 �� Zv�xgp INACTIVE ACTIVE I INACTVE ACTIVE Lo a o_ w Sgg `+ Lo M F �BvfOi EXTERIOR C� SECTION Del SEE GLAZING EXTERIOR SECTION D2 in^ _ SCALE: 1/2 FULL 7 DETAILS ON SCALE: 1/2 FULL 7 3;o (APPLICABLE WITH ALL LOCK CONDITIONS WITH THE SHEET 5 (FOR DETAIL NOT SHOWN, SEE SECTION Dt/7) 83„y EXCEPTION OF CORBIN RUSSWIN PANIC DEVICE ITEM 54) (APPLICABLE WITH CORBIN RUSSWIN PANIC DEVICE ITEM #54 ONLY) �®ome�P4��H3�p�°�s� W sew I�I,.. .,,•Y/� _ D_ oZ`� •' to •U.A;-.V, rove(O� T 6co wl 'moo®bb•"" "..". '•o��, M P e 3 DRAWI ND,1695 B SHEET NO. 7 DF 13 MW'N M GHEMM 8Y: 1/4" MAX. rax s..s PLOT 1/4° MAX. SHIM AT EACH FRAME WIDTH ,.: MTe SHIM AT EACH FRAME WIDTH ANCHOR i ANCHOR SUBSTRATE 67 SEE GLAZING w 4 BY OTHERS 25 DETAILS ON 67 PER "FRAME 33 SHEET 5 33 ANCHOR 17 tB REQUIREMENTS TABLE" ON 26 SHEET 1 8 27 6 FRAME ANCHORFRAME / PER I ANCHOR / ELEVATIONS 1 �3 z PER ELEVATIONS SUBSTRATE BY EXTERIOR SEE GLAZING OTHERS PER SEALANTS DETAILS ON 12 I FRAME ANCHOR EXTERIOR SHEEP 5 0 BY OTHERS REQUIREMENTS 0 z�rn TABLE" ON SEALANTS SEE GLAZING DETAILS SECTION 0 o SHEET 1 BY OTHERS SECTION E1 ON SHEET 5 E2 0 0 n N SCALE: 1/2 FULL 8 Ln SCALE: 1/2 FULL 8 (WITH TRIFAB 450/451 FRAMING) o 0-o 61 (WITH IR-500/5D1 FRAMING) 0� _" oo TOP RETAINER w o c)� AS SUPPLIED T o WITH MULLION EXTERIOR j n z Q z SEE GLAZING Q DETAILS ON SHEET 5 (4) 1/4°_X 1" SCREWS INTO HEAD 0 FRAME MEMBER ITEM #'S 1A, 1B OR rn 02. MULLION MAY ALSO BE USED WITH 00 z000 EXTERIOR & SECURED TO IR-500/IR-501 SECTION rF1 FKm STORE FRONT FRAMING SCALE: 1/2 FULL 8 0 Zv�B. ED o 0 to �0.E.4 [] $gog, U) �Z cam U mom fA N i 3 o BOTTOM RETAINER AS 3 Nc0.� SUPPLIED WITH MULLION 0®`ttl0loolB,soe (1) 1/4" X 1/2„ >�°0�P i......���. s SET SCREW (2) 5/16" ELCO ULTRACON ��Q ••.° a V�.} z o w� THROUGH BOTTOM S; u.et`- 0 ,N RETAINER INTO CONCRETE SCREWS Z U�y erg O C; Q °'� SECTION F2 INTERIOR OF INTO MIN. 3000 PSI CONCRETE ®ca'w 4 a o: z SCALE: 1/2 FULL 8 MULLION CONCRETE WITH MIN. 1 3/4" `° i �t O• z EMBED & 3" MIN. EDGE DISTANCE 2��� Z �F co 0 co p0 ••°•• ••• e e CORBIN RUSSWIN WS70BAKM KEYED INTERIOR MULON sM� 0 PR�'ee ORA i c NO. 3 (KEYED LOCK SHOWN IS'AT INTERIOR) 16955 B (APPLICABLE WITH CORBIN RUSSWIN ITEM #54 ONLY) SHEET NO. 8 of 13 SUBSTRATE BY OTHERS PER "FRAME ANCHOR SUBSTRATE BY OTHERS PER NAY. M..A "FRAME ANCHOR REQUIREMENTS °L0y_i °Ao non FRAME ANCHOR REQUIREMENTS TABLE" FRAME ANCHOR v PER ELEVATIONS ON SHEET 1 PER ELEVATIONS TABLE" ON SHEET 1 1/4" MAX. 1/4" MAX. 62 62 SHIM AT EACH 6 62 SHIM AT EACH ANCHOR ANCHOR 8 SEALANTS SEALANTS BY OTHERS BY OTHERS 63 2i 63 16A i6B 66 27 3A 3B 6 6 27 19B _ = I cr UHN o z81rn 00 f c ( 1 \ �oC3 EXTERIOR EE GLAZING DETAILS o 0 o ON SHEET 5 EXTERIOR EE GLAZING DETAILS �n C- ' SECTION G1 ON SHEET 5 "z W Z SCALE: 1/2 FULL s SECTION G2 (WITH TRIFAB 450 FRAME) SCALE: 1/2 FULL 9 (WITH TRIFAB 451 FRAME) < z (3(nn °' 50 zm m a: /4 MAX. ^�1 5,< SHIMATEACH FRAME WIDTH 1/4" MAX. E5 ANCHOR �n SHIM AT EACH—•� FRAME WIDTH o t� ANCHOR � ao FRAME ANCHOR M 12 PER ELEVATIONS 5 FRAME ANCHOR Luz N�z PER ELEVATIONS 5 SEE GLAZING DETAILS - 9(nu) 19A ON SHEET 5 z O^3- =3c> 27 8 9 16A B 9�\®fl9iB1A6/fie 0 27 _ �e40 `00�P•'if���� SUBSTRATE BY 57 57 a�kid '••a'�s%. c^ w OTHERS PER ( �`r�'°�"••e u.s, to":, z N n "FRAME ANCHOR ( V 3y� r ° 0%�: o REQUIREMENTS ®co:w �v�E a TABLE" ON ®� Vi O SHEET 1 4� EXTERIOR SUBSTRATE BY ��®2� z yam^ Nz 36 OTHERS PER EXTERIOR ®°>/d6b "••••Q°��0°• < SECTION y "FRAME ANCHOR / MP pp 3 REQUIREMENTS 11 f 111pp wi c H SCALE: 1/2 FULL 9 SECTION SEE GLAZING DETAILS TABLE" ON (GEAR HINGE CONDITION SHOWN; FOR OTHER HINGE CONDITIONS SCALE: 1/2 FULL 9 ON SHEET 5 1695 B APPLICABLE TO THIS SECTION, SEE SECTIONS Cl/6 & C3/7) SHEET 1 SHEET NO. 9 OF 13 e p r � IZYI I DAAYN CMECI BY I I Y.0.Y. Y.WS P OT: mm. II =1-I FRAME WIDTH I III 1-2 m/"pt II II II -7� IR-500 OR IR-501 III I I I STORE FRONT SYSTEM 1600 SYSTEM I I I I CURTAIN WALL UNDERll SEPARATE APPROVAL 62 UNDER APPROVAL L SEPARATE 1I 62 L---- -----J I J —===71 I 1/SHIAT EACH 8 9 —� ANCHOR L tr %211\71IR-500� OR IR-501 ( —j I SILICONE 6 STORE FRONT SYSTEM 57 I I 57 SEALANT SIFALANT LICONE UNDER SEPARATE 63 APPROVAL I ( I EXTERIOR I ¢ L FRAME ANCHOR /(-16B EE GLAZING DETAILS ——— PER ELEVATIONS ON SHEEP 5 EXTERIOR 66 ( v 36 3B Z I SECTION SEE GLAZING DETAI 6 o z m m L ON SHEET 5 47 19B 0 p =oa u�SCALE: 1/2 FULL 10 w o �o M SECTION (GEAR HINGE CONDITION SHOWN; FOR OTHER HINGE 0 ¢w20 X APPLICABLE TO THIS SECTION, SEE SECTIONS C1/6 & C3/7) z a-o<EI SCALE: 1/2 FULL 10 p- -T 11�I T- EXTERIOR S o o I _-_--__-_ 1600 SYSTEM 1 II ——————]I I \ l Z u�z CURTAIN WALL II J I I I �---DOOR OPENING UNDER `� 62 SEE GLAZING DETAILS p SEPERATE 62 __ _—_ I 1/4" MAX. r — ON SHEET 5 APPROVAL II I J ——————Al I I SHIM III I 1600 SYSTEM 1 SECTION M1 z —_z JJ� AT EACH I CURTAIN WALL UNDER ANCHOR I I III SEPERATE APPROVAL SCALE: 1/2 FULL 10 En zoo SILICONE III,Q%{ IIII (WITH TRIFAB 450 FRAME) 5w zm SEALANT SEALANT i II� III p� 6 - Ilt� III 0:U 63 FRAME I I III 5 01 FRAME ANCHOR 16 ANCHOR III III o o 3 PER ELEVATIONS I PER ELEVATIONS ill III 19 p ,fl(� 6 9 c'I S a 6 39 z I„} 57 27 J N z '. w y�j �Ad®ii199111,� 3v n 0 ''•_ 1 ( „+�`�C��• z o �" EXTERIOR '� a of N L =J FXTF.RIOR I Z N 4 �y o f Z z \ / ••••s SEE SEE GLAZING DETAILS 36 ON HEETNS DETAI rs' 11 1 p���`,,a U �a ON SHEET 5 SECTION N 3 v SECTION M2 SCALE: 1/2 FULL 10 -111mmorTi REV. SCALE: 1/2 FULL 10 (GEAR HINGE CONDITION SHOWN; FOR OTHER HINGE CONDITIONS 1695 B. (WITH TRIFAB 451 FRAME) APPLICABLE TO THIS SECTION, SEE SECTIONS C1/6 & C3/7) SHEET No. 10 OF 13 4.952 nu-er: o¢elan Wr: I- 4.952- .i 4.952---{ 4.452 -{ I--4.452 -{ WRLL W.Ws P DT: LN1E 3.019 � j a/n�ll 3.324 1.750 2.000 S 2.500 2.500 2.500 0.125 1 0.188 0.125 0.090 0.125 1 D.090 1 3A HEAD JAMB (TRIFAB 450) 38 HEAD JAMB (TRIFAB 451� 1A HEAD JAMB (IR-500) 18 ALTERNATE HEAD OHEAD JAMB (IR-501) JAMB (IR-501 3501R DOOR = 3.500; 3501R DOOR = 3.375; �-2.500- -I �--} 0.875 1.724-+ I--1.724 1.724 5001R DOOR = 5.000 r 5001R DOOR = 4.875 3.563 z 0.125 0.112 1.750 1.750 1.750 ®SIDE JAMB o.1zs 0.125 D.t2s o.12s 0.125 1 3.500 3.688 rn IR-500 o z 4.500 5.000 OR IR-501 o.12s ®DOOR STILE 9ODOOR STILE 1OA 350IR INACTIVE DOOR one (APPLICABLE WITH (APPLICABLE WITH MEETING STILE � "' s.soo BUTT & PIVOT HINGES) CONTINUOUS HINGE) (APPLICABLE WITH 6A DOOR HEAD s.000 --i -1.72a ALL LOCK/PANIC n 0 0 0172 6B DOOR DEVICE OPTIONS N Z"w HEAD WITH THE EXCEPTION �� OSIDE JAMB RAIL t 7so OF CORBIN RUSSWIN 0.125 ITEM5 I 5.063 a 3.500 LF 5001R ACTIVE DOOR MEETING 3 00 1.750 1.750 7 OOR SILL o.1 zs ? STILE (APPLICABLE WITH ALL v x 0.125 0.125 I � LOCK/PANIC DEVICE OPTIONS) -L o WQ z� 8.250 a z 10B 500IR INACTIVE DOOR MEETING 11A 350IR ACTIVE DOOR o_ o STILE (APPLICABLE WITH ALL MEETING STILE "�'� F "• LOCK/PANIC DEVICE OPTIONS) (APPLICABLE WITH ALL _ en_ LOCK/PANIC DEVICE ��09101111/1�� _ �Ana OPTIONS WITH THE EXCEPTION OF CORBIN ' RUSSWIN ITEM #54) . m y iZ r{' LLf O a ^ 1n m^ iW V W. O N ' O d zit j O N k'. � �a 12 DOOR CROSS ®B�2�d •..z........e���`'.; RAIL m p�OQ��n 3 D ING 1695 B SHEEP N0. 11 DE 13 a � t � .. i --'-I 1.188 �•-1.933--i_ tom'1.628 oartW. ar` cnToM-er: -4.150 4.150 3.650 w.xu w.ws PLOT: ME. D,71B 1.� O]/11/11 0.075 1.594 0.075 1.594 1.1}74 0.125 �4 0.125T - 0.125 0 16A SHEAR BLOCK -L 0.560 14 GLASS 15 GLASS STOP (TRIFAB 450) 0.560 SOP (R_ ) 1.120 --I 1.120 o.os4 IR-500 I 501 16B SHEAR BLOCK 16C SHEAR R 500/01 It 7.125 TRIFAB 45� fa 2 0.844 -Z.000--� 1.062 -� 1.455 1.575 F-0.156 -�•� �--0.375 o.o6z i o 0.090 0.090 1.356 0.070 1.356 0.070 2 0.988 0.094 19A SIDE JAMB 19B HEAD JAMB DOOR �- 208 DOOR I.G. 1 DOOR STOP STOP (IR-500/501 20A DOOR MONOLITHIC GLASS STOP v1 OF N & TRIFAB 451) 4.656 4.sss GLASS STOP 0 z o 13 CROSS RAIL o o M m COVER 0.125 -7ZZ� 0.500 3.500 W °o- --4.000 -� 1.750 o 0 22 DOOR THRESHOLD _ o.4os o.188 0.375 Z 17 DEEP POCKET 1 g DEEP POCKET t no O D.688 1.724--I FILLER (IRIR-500) FILLER (IR-501) 1.1BB 1.500 2.000--I 0.406-i �I---�0.374 0.080 0.656 33 PANIC DEVICE - E- 0.500 z 0.248 0.011 za �'- STRIKE SPACER �o zm -� 0.080 (USED WITH CORBIN RUSSWIN bw �`� m 3.500 0.125 ED5200S(A) PANIC DEVICE) 0 za0� 24 I.G. GLASS 3.sso E3 0 . SPACER 4.500 0 Fa ohs 0 Z 23 MID- gym= 26 FLAT FILLER �o^ a SHIM SUPPORT ®��®ae�e*Boeo9rso 3 00 ` 0.356 25 SIDE JAMB (TRIFAB (TRIFAB �o®e�ti .. b��ry�'� 50 5 0 � . e�J a.3so 450 451 a'sPew 1Y ; mN 0.400 0.575 ®�7z w s o c --1V 0.065 --I 0.045 29A DOOR GLAZING GASKET 2ae DOOR GLAZING B° 6y.........IN (APPLICABLE WITH GASKET (APPLICABLE pRa'' 3 MONOLITHIC GLASS) WITH I.G. GLASS) ING N REV. • 1695 B SNEET N0. 12 of 13 r , ITEM Q PART#1 ITEM DESCRIPTION MANUFACTURER/NOTES ITEM PART#1 ITEM DESCRIPTION MANUFACTURER NOTES DPA"ft C ECXM W. PARTS HARDWARE vnY vvs a o.ze 1A 575-0221 HEAD JAMB IR-500 6063-T6 ALUMINUM 36 050-821 CONN ar:NUOUS GEAR HINGE HAGER ROTON i-z 1B 575-162 1 ALTERNATE HEAD JAMB IR-500 501 6063-T6 ALUMINUM 37 037-232 BUTT HINGE HAGER 2 575-122 HEAD JAMB IR-501 6063-T6 ALUMINUM 38 050-322 TOP OFFSET PIVOT HINGE KAWNEER $ 3A 450-502 HEAD JAMB TRIFAB 450 6063-T6 ALUMINUM 050-331 INTERMEDIATE OFFSET PIVOT HINGE 38 451-079 HEAD JAMB TRIFAB 451 6063-T6 ALUMINUM 050-326 RH BOTTOM OFFSET PIVOT HINGE 4 575-051 SIDE JAMB IR 500-OR IR-501 6063-T6 ALUMINUM 050-327 LH BOTTOM OFFSET PIVOT HINGE 5 163-036 SIDE JAMB 1600 OR JB ADAPTOR 6063-T6 ALUMINUM 39 - ACTIVE DOOR LOCK ASSEMBLY ADAMS-RITE 1850 3-POINT LOCK 6A 200-023 DOOR;TOP RAIL 6063-T6 ALUMINUM SYSTEM WITH KAWNEER'S CYLINDER, o 68 200-024 DOOR;TOP RAIL 6063-T6 ALUMINUM 40 50-079 INACTIVE DOOR TOP FLUSH BOLT ADAMS-RITE 1850 FLUSH BOLT 7 200-032 DOOR; BOTTOM RAIL 6063-T6 ALUMINUM 50-075 INACTIVE DOOR BOTTOM FLUSH BOLT SYSTEM WITH KAWNEER'S 8 200-005 DOOR STILE(APPLICABLE WITH BUTT& PIVOT HINGES) 6063-T6 ALUMINUM PUSH PACKAGE 41 - ACTIVE DOOR LOCK ASSEMBLY ADAMS-RITE MS 1 030 3-POINT LOCK 9 200-012 DOOR STILE(APPLICABLE WITH CONTINUOUS HINGES) 6063-TG ALUMINUM SYSTEM WITH KAWNEER'S CYLINDER, THUMBTURN& PUSH PACKAGE IDA 200-007 3501R INACTIVE DOOR MEETING STILE(APPUCABLE WITH 6063-T6 ALUMINUM 42 - INACTIVE DOOR LDCK ASSEMBLY S-RITE 2180 2-POINT LOCK c ALL LOCK/PANIC DEVICE OPTIONS WITH THE EXCEPTION SYSTEM WITH KAWNEER'S OF CORBIN RUSSWIN REM 54) PUSH PACKAGE 108 200-010 5001R INACTIVE DOOR MEETING STILE 6063-T6 ALUMINUM 45 CONCEALED ROD EXIT PANIC DEVICE JACKSON 2086 APPLICABLE WITH ALL LOCK PANIC DEVICE OPTIONS 46 - CONCEALED ROD EXIT PANIC DEVICE KAWNEER 1686 itA 200-006 3501R ACTIVE DOOR MEETING S11LE(APPLICABLE WITH 6063-T6 ALUMINUM 47 - CONCEALED ROD EXIT PANIC DEVICE SARGENT 8400 ALL LOCK/PANIC DEVICE OPTIONS WITH THE EXCEPTION 48 - CONCEALED ROD EXTT PANIC DEVICE PANELINE CR-90 OF CORBIN RUSSWIN ITEM 54) 49 - CONCEALED ROD EXIT/PANIC: DEVICE SARGENT AD8400 p z rn 11B 200-009 500IR ACTIVE DOOR MEETING STILE 6063-T6 ALUMINUM 50 - CONCEALED ROD EXIT PANIC DEVICE VON OUPRIN HH9947 o p n w APPLICABLE WITH ALL LOCK PANIC DEVICE OPTIONS 5 1 - CONCEALED ROD EXIT/PANIC DEVICE CALIBRE 9100 v1 52 - CONCEALED ROD EXIT/PANIC DEVICE ADAMS RITE G86 Z W � 12 233-013 DOOR CROSS RAIL 6063-T6 ALUMINUMC) ��� I 13 033-105 CROSS RAIL COVER 6063-T6 ALUMINUM 53 - CONCEALED ROD EXIT PANIC DEVICE FALCON HH1690 o 14 575-004 GLASS STOP IR-500 6063-T6 ALUMINUM 54 - RIM PANIC DEVICE WITH KEYEO CORBIN RUSSWIN ED52005(A) U L vi 15 575-104 GLASS STOP IR-501 6063-T6 ALUMINUM REMOVABLE MULLION Of M FL o I i6A 450-103 SHEAR BLOCK IFAB 450 6063-T6 ALUMINUM MISCELLANEOUS FASTENERS w v 16B 451-141 SHEAR BLOCK TRIFAB 451 6063-T6 ALUMINUM 55 - N0. 12 X 2" SCREW 3"FROM ENDS &MAX. 11"O.C. 3 to o 16C 400-140 SHEAR BLOCK IR-500 507 6063-Tfi ALUMINUM 56 - NO. 12-24 X 9 16"S.S SCREW 8 PER HINGE j �'�Z 17 575-035 DEEP POCKET FILLER IR-500 6063-T6 ALUMINUM 57 - NO. 12-24 X 13/32"SCREW 2 9/16"FROM ENDS&MAX. Z 18 575-135 DEEP POCKET FILLER IR-501 6063-T6 ALUMINUM 5 1/8"O.C. (52 MAX. PER HINGE) j u 19A 450-520 SIDE JAMB DOOR STOP 6063-TB ALUMINUM 58 - 5 16"-18 X 5 8"SCREW 2 PER TOP PIVOT HINGE a 19B 041-045 HEAD JAMB DOOR STOP 451 &500 501 6063-TS ALUMINUM 59 - NO. 12-24 X 9 16"S.S SCREW 2 PER INTERMEDIATE PIVOT HINGE 20A 575-043 DOOR M04OUTHIC GLASS STOP 6063-T6 ALUMINUM 60 - 1/4-2 X 3 8"SCREW - 3 PER BOTTOM PIVOT HINGE z _ 61 - N0. 6 X 11 16"SCREW 10 PER LEAF 3 20B 575-040 DOOR I.G.GLASS STOP 6063-T6 ALUMINUM o z m 22 059-139 DOOR THRESHOLD 6063-T6 ALUMINUM 62 - NO. 10 X 9 16"S.S SCREW 2 PER CUP 23 200-058 MID-RAIL 6063-T6 ALUMINUM 63 - NO. 10 X 1 19 32"S.S. SCREW 4 PER CUP W m 24 200-058 I.G. GLASS SPACER 13005 OR 3105 ALUMINUM 65 - NO. 6 X 3/4"S.S. SCREW 1/e FROM ENDS&MAX. tP 25 451-064 SIDE JAMB TRIFAB 450 451 6063-T6 ALUMINUM 9 17/32"O.C. o� z GeV 26 450-126 FLAT FILLER SHIM SUPPORT TRIFAB 450 451 6063-T6 ALUMINUM 66 - ND. 10 X 1 5 8"FHTF"B"SCREW 1'FROM ENDS&MAX. 16"O.C. N w V" 1 SEALS AND SEALANTS o a�y�f 8 o i 27 027-078 DOOR BULB WEATHERING ALCRYN M z 28A 027-563 DOOR GLAZING GASKET TREMCO TR-13536E EPDMF J- APPLICABLE WITH MONOLTTFiIC GLASS DUROMETER 70 + -5 gm z 289 027-557 DOOR GLAZING GASKET(APPLICABLE WfTH I.G.GLASS) KRP 027-557 POLYPROPYLENE& - J Z^ a SANTOPRENE DUROMEfER 65 +/-5 \eaad®�abillos OO.0Vae 3 Z3v 30A 027-342 DOOR SETTING BLOCK NEOPRENE u 3 a APPLICABLE WITH MONOLITHIC GLASS Os�O�l4Fi ,•° ,"�/��•, 30B 027-059 DOOR SETTING BLOCK APPLICABLE WITH I.G. GLASS NEOPRENE m 31 200-795 DOOR BOTTOM RAIL WEATHER SWEEP VARIED V g co•"••0 jnto a 32 200-497 ADJUSTAELE ASTRAGAL WEATHERING VARIED 33 966-193 PANIC DEVICE STRIKE SPACER ; ALUMINUM; USED W LOCK ITEM 54 'us %t p; o � -;0'0 N•i• `' x s7i�•. � �" � No F• U ePeM Tare PQq�oe% 3 WI NG NO. REV, 1695 B SHEEP NO. 13 DF 13