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WS-17-259 e f � 4�w r � t a 1 ( 5 i 1' 1 r n � q Y F' Wim•1 � � - 3� t �1 1 L 1 ��x � Miami Shores Village Building De artment �` ,JAN 31 0» � g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 3 Tel:(305)795-2204 Fax:(305)756-8972 ' INSPECTION LINE PHONE NUMBER:(305)762-4949 + FBC 261? BUILDING Master Permit No. GG '-IZ,- (5--20i3 PERMIT APPLICATION Sub Permit No.1NS I-4 - 2-59 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ('SHOP CONTRACTOR 7—' DRAWINGS JOB ADDRESS: 11 30c) NCE INO F[ N%E- AlL*S QUA,-D KIA"Pal F1-• E City: Miami Shores County: Miami Dade Zip: 33i G1 , ` Folio/Parcel#: Is the Building Historically Designated:Yes NO I Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 6AAn-ti U lit gi;;� 1 1nr Phone#: 095 42.5— -79y T Address: 1 1 3 00 19e 2N n Av C-- City: MI Awl 1 S No OJES State: F Zip: 3 31 161 Tenant/Lessee Name: JT z FFacry Yid o , Phone#:�Cjos) 4 Q S^ '44 I Email: T-fi4O�0") ��OLdLy - CD Q ; i CONTRACTOR:Company Name:_ SkP*J S kA USA � Pr-. 4. y Phone#:" S ��� -' 3.5,6 Q •4 � n Address: �J�30 S. - J S'f7L 'r' o iTE 20 7- City: F6 ar 1 �Av a le L'Q A(, State: Zip: 3 33 ( 2 Qualifier Name: Phone#:l'g'13) 7.81 •- , 2 2-43 ( State Certification or Registration#: �G� C- ( �J o�3 q Certificate of Competency#: - V2. u DESIGNER:Architect/Engineer: ��ytyL�lk/1-(D JOI L,-y Phone#: .501 1�7 g (�^ l i 5-7-- Address: O '-+ er' CO City: Wer Ate{ tate: FL- Zip: 3 3911 4.0 0tv Value of Work for this Permit:$ 00 T-m 9 e AIT Square/linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑'Demolition i Description of Work: � 141 EI�I -62 �1-Ea1'00- DooILS. Po"9 F" titer - k) I N go wS To�7 Fvlo"i- . �• 2 civ►r�dcxs -, „ F ,;{�; w w�. =�r Specifycolor of color thru tile:�I ° } ILJ1' ��r �a *" , yy �Oe��Y��x..�.'.a'di.K ,. p� J 44"4�Ftl'^,,P. ! Submittal Fee$ Permit Fee$ `moi�V CCF$ • �O CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ 60 Notary$ Technology Fee$ Training/Education Fee$ ZC Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ q ) J .(40 (Revised02/24/2014i Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address I City c ? ' . ;' State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed`to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... a ' OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. _ "WARNING TO+OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY, RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE.RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value a eding$2500, the'applicant must promise in good faith,that a copy of the notice of commencement and construction lien law b ure will; delivered to the person whose property is subject to attachment. Also,a certified co Y ) h o, r ° p p y � cop;of the recorded notice of co cement u t be posted at the job site foi'the,first inspection which occurs seven (7) days after the building.peymit is issue .,tl the ob'• nce f such posted notice,' the inspection will not be approved and a reinspection fee will be charged. r- Signature Signaturef,d}oy315{ V S Q 4� TlJ , OWNER or AGENT CONTRACTOR Thegoing instrum nt was ssnacknowledged before me this The foregoing instrument was acknowledged beforea this t :day ofa` ul�y20 17 by M1, clay of 20 by who is personally known to I f is Wally know o me or who has produced as me or who has produced as j l i J.. !'�:.Y•! ALti�! 7,'s:1�. ��i i 'i:. a-('e�^.. i� A1. L ;t_ I —� l identification and who did take an oath. identification and.who did take an oath. t1 NOTARY PUBLIC: NOTARY,t..,j PUBLIC: Sign: ._ Sign`: t+ . Print: Print: Notary Publ' State of Florida t 40►& Notary Public State of Florida Seal: Seal: o ,....,Jeffry J Yao r Diana Adams My Commission FF 188481,, c'�_ p� My Commission FF 042570 s►t Expires 11/12/2018 NoF&- Expires 09/16/2017 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i k ` a HARVARD•JOLLY ARCHITECTURE i LETTER OF TRANSM PAGE 1 OF 1 DATE: October 17, 2016 'P R E T NAME: Barry University- Fine Arts ' Quadrangle TO: Skanska Attn: Vincent Collins P JECT NO.: 14160.02 Jesus Suarez OWNER'S PROJECT NO.: I WE ARE: ® Sendin g p, ❑ Returning El Under Separate Cover 'VIA: ❑ 1St Class Mail ® E-Mail ❑ Courier FOR YOUR: ❑ Checking &Approval ❑ Signature ® Use/Files MARKED: ❑ No Exception ® Exceptions ❑ Resubmit THE FOLLOWING: ti ❑ Prints ❑ Supplemental Instruction ❑ CCD ❑ Original Tracings ❑ Proposal Request ® Shop Drawings El Change Order El Other i NO. COPIES ITEM DESCRIPTION } e r 1 Submittal#08 80000-001-1 Phase 1 Frames and Doors Resubmittal i t COMMENTS: Attached, please find one (1)copy of Submittal #08 80000-001-1 Phase 1 Frames and Doors Resubmittal reviewed for your use and files. If you have any questions, please contact us. Thank you. SHOP DRAWING REVIEW The Consultant has reviewed and/or taken other appropriate action on the Contractors submittals;but only for the limited N purpose of checking for conformance with the design concept and the information shown in the Construction Documents.This review has not included review of the accuracy or completeness of details,such as quantities,dimensions,weights or gauges,fabrication processes, construction means or methods,coordination of the work with other trades or construction safety precautions,all of which are the sole responsibility of the Contractor.Review of a specific item shall not indicate that the Consultant has reviewed the entire assembly of which the item is a component.The Consultant shall not be d responsible for any deviations from the Construction Documents not brought to the attention of the Consultant in writing by the Contractor, COPYRIGHT NOTICE:All documents and electronic files are protected under Title 17 of the United States Code-Copyright Law of the United States,and all subsequent amendments.In accepting and utiltzing any drawings or other data by Harvard Jolly,Inc.(HJ),the user covenants and agrees that all such drawings and data are instruments of service of HJ,who shall be deemed the author of the drawings and data,and shall retain all common law,statutory law and other rights,Including copyrights.Any defects the user discovers will be reported to HJ.The user further agrees not to use these drawings and data,in whole or in part,for any purpose or project other than the project for which they are rendered nor to transfer copies of such drawings - as data to any other party without prior consent of HJ.The user agrees to waive all claims against HJ resulting in any way from any changes or reuse of the drawings and data.In addition,the user agrees,to the fullest extent permitted by law,to indemnify and hold harmless from any damage,liability or cost,including reasonable attorneys'fees and costs of defense,arising from reuse of the drawings and data.Under no circumstances shall transfer of the drawings and other instruments of service for use by the user be deemed a sale,and HJ makes no warranties, either express or implied,of merchantability and fitness for any particular purpose.Although these files are believed to be free of any virus or other defect that might affect any computer system, it is the responsibility of the recipient to ensure that it is virus f6efanrjr4pjesysibility isaccepted by HJ for damages arising in any way from its use. •• ••• •• • • • •• i BY: Debbie Wilkinson, Project Ptchttct •:• •a. •. XC: Jeff Yao, Sheli Romer, Barry,Univ. I 2047 VISTA PARKWAY, SUITE 100 1 WEST PALIOI IAC41 FL;3419•1 •T•661a478 4:57 I F. 561.478.4102 1 www.HARVARDIOLLY.com I AAC000119 FORT MYERS I JACKSONVILLE I ORLANDO I ST. PETERSBURG I SARASOTA I TALLAHASSEE I TAMPA l WEST PALM BEACH SKANSKA SUBMITTAL TRANSMITTAL i+ PROJECT NAME: Barry University Fine Arts Quadrangle' Date: 1 ; 10/11/2016 PROJECT NUMBER: 2315608-000 r;* ;Reference Number: 0010 Description HM Door Frames, HM Doors,and ' Submittal Package,.No 80000-001 - 1 Solid Core Sood Doors Transmitted For Approval Due Date..,, i,'j' ; Delivered Via E-mail Tracking Number Package Action Reviewed Transmitted To: Transmitted By: Debbie Wilkinson Wilkinso Vincent Collins Harvard Jolly Inc. Skanska USA Building Inc. 2047 Vista Parkway, 1815 Griffin Road Suite 100 Suite 204 West Palm Beach, FL 33411 Dania Beach, FL 33004 Tel:561.478.4457 Tel: 954-920-5167 Fax:954-927-4671 Qty Spec Section Register No Type Item Description Item Action 081100-00002-1 Drawing IHM Frame Submittal and Doors Cc: Company Name Contact Name Copies Notes Remarks F SKANSKA HJ NOTES: 08 8000-001-1 1. ALL DOORS TO SWING PER Submittal No: PLAN. SEE DELTA #3. Reviewed with no Exceptions taken: El Reviewed as Noted: ❑ 2. CONTRACTOR TO VERIFY ALL Resubmittal Reviewed for Approval: 0 DIMENSIONS Record Copy: El } This Submittal has been review to the general conformity to �g + the project requirements and contract documents. The t7 Skanska reviewer does not warrant or certify that the 6 information on this submittal is accurate or complete.It is the subcontractor's responsibility to verify all requirements of the contract documents, including material quantities, HARVARD JOLLY INC are met:By submission it is assumed the subcontractor has , _ t fulfilled these contractual duties in their entirety.Review of 2047 Vista Parkway,Suite 100 West Palm Beach,FL 33411 (561)47&4457 this submittal in no way relieves the contractor of his duty to comply with all the requirements of the contract v4ti rwo documents, applicable building codes, and governing Date Number Date - Number ` F agencies. Rec' 10/11/16 copies ELEC Ret d 10/14/1copies PA •• • lip Cx&ptions••• Resubmit Partial R submit By: VC / JS • :tral E�ecertioni • Other � BU FAQ •'Rtof this sho •drawin is for general conformance with design co eQe`�`t and Project P 9 9 9 P Project No: 2 315 6 0 8 gecompliance with the contract documents. Quantities and dime sions:of•mainvolve o havpppt been reviewed. The contractor's attention is d)rected.,b >*� erteralConditions of the Contract. • • . • Signature •. •: ••• "' Signed Date Printed on: 10/11/2016 4South Page 1 Florida Building Code Online Page 1 of 4 1 Florida Depaamentof SCIS Home ( Log In I User Registration Hot Topics f Submit Surcharge I Stats &Facts Publications I FBC Staff BCIS Site Map I Links I Search Busines Product AP oval Professi OUSER:I PublicUsser Regulation i Product Approval Menu > Product or Application Search > Application List >Application Detail FL # FL11537-R6 ' Application Type Revision ' ••• Cole Version 2014 •••••• ApQTicatibn Status Approved •••••• *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the """ •• •• POC and/or the Commission if necessary. • C04�vrm4lts • ` ArtMM" ••...• • ..•.•. • • • • •• Product Vanufacturer CURRIES Division of AADG, Inc •�•� Address/Phone/Email 1502 12th Street NW Mason City, IA 50401 (641) 423-1334 Ext 4168 nelson.kraschel@doorgroup.com Authorized Signature Nelson Kraschel nelson.kraschel@doorgroup.com Technical Representative Nelson Kraschel Address/Phone/Email 1502 12th St NW Mason City, IA 50401 nelson.kraschel@doorgroup.com— Quality Assurance Representative Nelson Kraschel Address/Phone/Email 1502 12th St. NW 4 Mason City, IA 50401 (641) 494-2846 \floridabuilding.org/pr/pr app O.aspx?param=wGEVXQwtDqudhLg8eDpZIPOSz9s2kacD%2bu4MujpVo3bEgzlNYnioXjg°/`3d°/`3d July28,2015 --rida Building Code Online Page 2 of 4 nelson.kiaschel@doorgroup.com -- - Category Exterior Doors Subcategory Exterior Door Components Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By - Ted Berman, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E330 2002 AST M E 1996 2009 • TAS 201 1994 ...... .... . . •• TAS 202 1994 •••••• """ TAS 203 1994 ...... .... •• •• EqVSl'ence of Product Standards •.... .:...: CW WcrBy ...... . .. .. Product Approval Method Method 1 Option A Date Submitted 07/21/2015 Date Validated 07/21/2015 r Date Pending FBC Approval Date Approved 07/27/2015 . Summary of Products FL# Model, Number or Name Description 1153711 607, 707, 727, 747, and 847 Single and Flush, Glazed, and Louvered single and pairs of hollow metal doors. http://www.floridabuilding.org/pr/pr_app_dtI.aspx?pararrr-wGEVXQwtDqudhLg8eDpZlPOSz9s2k3cD°/a2bu4Mujp\,63bEgzlNYnioXjg°/`3d°/`3d July 28,2015 Florida Building Code Online Page 3 of 4 Pairs of Doors Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11537 R6 C CAC Curries UL Door Certificate.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2017 Design Pressure: N/A Installation Instructions Other: Mutiple Design Pressures include 50, 60, 70, 115, 100, and FL11537 R6 II Curries Door Product Information and Installation 150 psf. See RD0510r5 Curries Door Product Infommation and Instructions.Ddf Installation Instructions for door gauge, options, and swing. Verified By: Underwriters Laboratories Inc. Product is not qualified for Water Infiltration. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 11537.2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. • •••� Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11537 R6 C CAC Curries UL Frame Certificate.pdf •••••• Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date •••••• •� Im�r_act Resistant: Yes 12/31/2017 •;•••• 00 Design Pressure: N/A Installation Instructions •••••• Ot�•er"Mutiple Design Pressures include 50, 60, 70, 115, and 150 FL11537 R6 II Curries Frame Product Information and Installtion ,�••• •� •• psf •S'ee RD0568r5 Curries Door Frame Product Infommation and Instructions.pdf • Irrstatfien Instuctions, Product is not qualified for Water Verified By: Underwriters Laboratories Inc. • I nf1l`r;Tion. Weatherstrip frames may be used. Created by Independent Third Party: • Evaluation Reports ...... . ...... ' •••••• Created by Independent Third Party: ...... .... . . Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a lic6nsee under Chapter.455, F.S., please click here Product Approval Accepts: - MOMsecurity a s:-*a acs b http://wmv.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqudhLg8eDpZIPOSz9s2kacD%2bu4Mujp\,63bEgzlNYmoXjg%3d%3d July28,2015 Florida Building Code Online _ Page 4 of 4 •••••• • •••••• • •••••• • •• •• • • • . • • •• i http://www.floridabuilding.org/pr/pr_app_dtl.aspi?pararrr-wGEVXQwtDqudhLg8eDpZIPOSz9s2kacD%2bu4Mujp),63bEgzlNYmoXjg%3d%3d July 28,2015 Door & Frame Schedule Distributed By: Integrated Door Systems, Inc. 1602 E Alsobrook St Plant City, FL 33563 Phone: (813)759-4300 Fax: (813)759-4322 •• FRAME PROFILES . . . ... . .. . 0000.. . . . • 0000.. •• - DOOR HANDING CHART JOB NO. .: 0:...RECORD QF SODY[f TALS FL16-094 0000.. 0000. 0000.. 0 6.66• •• •• •• PROJECT .SUBp ITTeD •••F�ETURNED C6066.. ]3(�'tBarry University Fine Arts •• 1 y LH-Left Hand' RH-Right Hand 1ST 6;6.6• •0•,•; •••••• LOCATION 66.6•• 6.66 •.' 0 O =KEY SIDE 11300 NE 2nd Avenue 2ND •0000• Miami Shore, FL 33161- LHR-Left Hand Reverse RHR-Right Hand Reverse ARCHITECT 3RD r ].3 "rte Harvard Jolly Architecture 4TH CONTRACTOR O K RECEIVED APPROVED DRAWINGS Skanska USA Building Inc FINISH HARDWARE BY RECEIVED APPROVED HARDWARE ],3 1< Integrated Door Systems DRAWN BY: Thomas Parrish SHEET NO. OF _. Double Acting_ Double E ress Page 1 of 19 10/7/2016 2:16:46 PM Material Schedule Notes Project ID:FL16-094 Barry University Fine Arts Job Number:FL16-094 GENERAL NOTES ' 1. Material shown on these drawings will be fabricated only after formal approval by the architect and contractor,receipt of approved hardware schedule,and all necessary hardware templates. 2. Doors and frames will be reinforced for surface mounted hardware as required. Drilling and tapping for attaching surface mounted hardware is by others. Doors and frames will be prepared and reinforced for mortise hardware. Holes for this hardware will be drilled at the factory except for trim mounting holes. 3. All doors and frames will receive an iron phosphate treatment and one coat of baked on prime paint. 4. Installation of glass and glazing by others. (All door windows are drawn showing visible size). 5. All doors and frames shall be marked with the architects mark number as shown on the schedule. 0000 6� Hardware wA Abp plopped at�urrieSstandard locations unless otherwise noted. • • • 7. •All doors shal:UaA"undercut unless otherwise noted. 000000 0 •0000• 8:.5tp&c:doors and'frames vertica'Iry al the building site under cover. Place units on at least a 4"high wood sill or in a manner that will prevent rust or damage. Avoid use of non-vented plastic or canvas shelters • which will ctgat�a`lWmidityyd6�dt'hber. If wrappers on doors become wet,remove immediately,provide'/4"space between doors to promote air circulation. 9. -:0000•e note t•• •• 0000 :I:d hat when chooskit4ift*+paint for hollow metal products care should be exercised to avoid the use of paints with high gloss content.The higher the gloss content in the paint them more impegwAievs+will appear on-the frames-anRtloors.These imperfections ARE NOT considered a flaw and are within SDI standards. <. • 0 • 0000•• 0000.• •906.0 • • • °t* Integrated Door Systems,Inc. Page 2 of 19 10/7/2016 2:16:46 PM LEGEND Hollow Metal'Frame Hollow Metal Door Wood Door Add On y Add On Add On *FL11537-R6 - TC-K Steel Top Cap SCREW Applied&Filled UFF No Added Urea Formaldehyde Certification Anchor Ast-2 Flat Astragal(SCREWED)to Active Leaf FSC Forest Stewardship Council Certification WSCR Steel Channel-Recessed(Welded) Edge • Bevel WEWA Existing Wall(Hole&Welded Anchor) N Seamless edge 3/3 Bevel BOTH Stile Edges Construction Face Type Construction SW Seam Weld(KD Corner) FG2 Full Glass 2-Metal Visions SLC Stave Lumber Core(Edge Banded) Elevation Type F Flush Face Type SL : Side Lite *FNV6x31 6"x 31"Narrow Metal Vision HG Half Glass Vision Lite 3�••••: ' Three sided fano HG Half Glass Metal Vision F Flushboor G�Gge ' • • Gauge Finish 1t;000' '16 Gauge ; 16 16 Gauge TBD Color To Be Determined 140' ?4 Gauge 000000 Label , Mfr Location He vete • •• •• WH603070 Warnock Windstorm 60 PSF(Component) CU Curries 2r••:•• "•2 Fate Head••: ••3070 Single Moulding Janrbbgaoe .• •• 0000 WH604080 Warnock Windstorm 60 PSF(Component) 6 M6G-Flush Moulding for Lites 2# • : 1"F.ece Jam9sp•••o 4080 Single Series a�•e�•• •• WH606070 Warnock Windstorm 60 PSF(Component) •••••• 6070 Pair GPD Premium Door L . bWW6$$ Warnock Wir444rp,�0 PSF(Component) Mfr Location Species r 0 0 •:ElfijT OpenWg .. CU CURRIES AQW Birch-AA-White,Quarter Sliced ���Q4• �V�jnock Wirtdsform60 PSF(Component)' • 6ouhle Opening Series Mfr Location 0000` 767-7-5/8" Stile&Rail Door-7-5/8"Rail CU CURRIES 707 Polystyrene Core Profile Steel Type CM Drywall anchored frame A60 A60 Galvanneal M Masonry CR Cold rolled CK Drywall-cased opening Vision Kit CS CURRISet T1 Type 1 window molding-3/8"pocket Steel Type T9 Type 9 window molding-3/8"pocket A60 A60 Galvaneal (standard) Page 3 of 19 10/7/2016 2:16:46 PM Opening Detail Recap. VERIFY SHEET NUMBERING Project ID:FL16-094 Job Number: FL16-094 Phase ID:Phase1 Openinqs Frames Doors Special instructions' d C N N N u c 0 N G y Q c 0 � # .. C C p LL . O N O C a i`y H V z rn N J 2 L A �. d O C F N m d C �0 �, y q A 9 Y X C a = Door# Size Location F d w a x e ¢ m 0 w w < d (a LL c7 ui w in w w w FA128.01 3'0"x7'0" EXTERIOR FROM EXT `RHR 1 3/4" HMF 1 63/4,, 3F M 2" WE A61 14 FIA 9 17 HMD 1 767-7-E FG2 16 A60 N D-D.EX 21 X Steel Top Cap SCREW Applied 05 OFFICE FA128 WA /8" T &Filled 'FL11537-R6 FA130.01 3'0"x TO" EXTERIOR FROM EXT RHR 1 3/4" HMF 1 6 3/4" 3F M 2" WE A61 14 FIA 9 17 HMD 1 .707 F 16 A60 N D-A.EX 19 X Steel Top Cap SCREW Applied 06 CLASSROOM FA130 WA T &Filled 'FL11537-R6 FA131.01 3'0"x7'0" EXTERIOR FROM EXT RHR 1 3/4" HMF 1 6 3/4" 3F M -2" WE A60 14 'FIA 7 12 HMD 1 707 F 16 A60 N D-A.E)< 13 X Steel Top Cap SCREW Applied 06 V KPORM FA131 WA T &Filled • FL11537-R6 FA132,@1 3'0"x 7'0" EXTERIOR FROIIIlCl LHR 1 3/4" HMF 1 6 3/4" SL M 2 WE A6 14 F3A. 8 12 HMD 1 707 I'FNVE16 A60 N D-B.E 14 X Steel Top Cap SCREW Applied 05 • • �l T FA132 WA LRS x31 T &Filled •• •• FL11537-R6 FA13.3.01 3'Q"x TO" "EJTERIOR FROG• j RHR 1 3/4" HMF 1 6 3/4" SL „M 2" WE A60,14 F3A. 9 12 HMD 1 707 'FNV 16 A60 N D-B.E 14 X Steel Top Cap SCREW Applied 04 ••• •• CORRIDOR FA133 WA RRS x31 T &Filled • * • • •• L I FA133A" Z Q"x TO' G W41 OR FA133• •• RH 1 3/4" HMF 1 5 3/4" 3F, CM 2" WS A6%16 F1 6 12 WDD 1 GPD HG AQW SLC D-C 20 Forest Stewardship Council 10A • TO OFFICE FA133A CR Certification ••••• • . No Added Urea Formaldehyde •• • Certification FA13361% 3'0"x7'0" CQRRIDOR FA1 V•••• LH 1314- HMF 1 53/4' 3F CM 2" WS A61 16 F1 6 12 DD 1 GPD HG AQW SLC D-C 20 Forest Stewardship Council 10A TO OFFICE MUSIC •` CR Certification •i• •• • FM33B • No Added Urea Formaldehyde 090000 Certification FA13k@0* 3l i"x 7'0" CORRIDOR FA1318 • LH 1 3/4" HMF 1 5 3/4" 3F CM 2" WS A60 16 F1 6 12 WDD 1 GPD HG AQW SLC D-C 20 Forest Stewardship Council 10A • • OFICE FA13 •• CR Certification . No Added Urea Formaldehyde Certification FA133D.01 3'0"x7'0" CORRIDOR FA133 RH 1 3/4" HMF 1 5 3/4" 3F CM 2" WS A60 16 F1 6 12 WDD ' 1 GPD HG AQW SLC D-C 20 Forest Stewardship Council 10A TO OFFICE FA133D CR Certification No Added Urea Formaldehyde Certification FA133E.01 3'0"x7'0" CORRIDOR FA133 RH 13/41, HMF 1 5 3/4" 3F CM 2" WS A6C 16 F1 6 12 WDD 1 GPD HG AQW SLC D-C 20 Forest Stewardship Council 10A TO OFFICE FA133E CR Certification No Added Urea Formaldehyde Certification FA133F.01 3'0"x7'0" CORRIDOR FA133 LH 1 3/4" HMF 1 5 3/4" 3F CM 2" WS.A6C.16 F1 6 12 WDD, 1 GPD HG AQW SLC D-C 20 Forest Stewardship Council 10A TO OFFICE FA133F CR Certification No Added Urea Formaldehyde Certification Integrated Door Systems,Inc. " Page 4 of 19. .10/7/2016 2:16:46 PM Opening Detail Recap Project ID:FL 16-094 VERIFY SHEET NUMBERING Job Number: FL16-094 Phase ID:Phase1 Openings Frames Doors Special Instructions r � d vi y u c v y 0. o c c m # d o C C O N LLO C N O A N F O' V C y G ` Cl N >cL � �A dc c MDoor# Size Location m — ° ° � x .J w a x r ¢ w 0 w w ¢ tw (9 m w — — w :3c w a ¢ x FA134.01 3'0"x7'0" EXTERIOR FROM EXT LHR 13/4" HMF 1 63/4' 3F M 2" WE A6 14 F1A 7 12 HMD 1 707 "FNV 16 A60 N D-B.E 14 X Steel Top Cap SCREW Applied 06 WORKROOM FA134 WA VERIFY - x31 T &Filled 1*FL1 1537-R6 FA135-01 3'0"x TO" EXTERIOR FROM EXT RHR 1 3/4" HMF 1 6 3/4" 3F M 2" WE A60 14 F1A 7 12 HMD 1 707 *FNVE 16 A60 N D-B.EX 14 X Steel Top Cap SCREW Applied ❑ 0 FFICE FA135 WA x31 T &Filled Orj • • • 000 • 04 I*FL1 1537-R6 FA1136,01 -3-1 x TO' EXTERIQR FROK? EXT RHR 13/4- HMF 1 63/4" SL M 2" WE A60 14 F3A. 9 12 HMD 1 707 'FNV 16 A60 N D-B.EX 14 X Steel Top Cap SCREW Applied 05 •4QFiICG FA136 WA RRS x31 T &Filled ••• •• • • • • L FL11537-R6 FA137.01. 3'0"x 7'0" EXTERIOR FROK4 64 T • LHR 1 3/4" HMF 1 6 3/4" 3F M 2" WE A6 14 F1A 7 12 HMD 1 707 'FNV 16 A60 N D-B.E 14 X Steel Top Cap SCREW Applied 05 000 •• OFFIC€FA137 •A. WA x31 T &Filled FL11537-R6 FA13?,61• &x 7'0" OXTERIGR FROM • LHR 13/4" HMF 1 6 3/4" 3F M 2" WE A60 14 F1A 9 17 HMD 1 707 *FNVE 16 A60 N D-B.EX 19 X Steel Top Cap SCREW Applied 05 •• •• Q%EEpIQOOM FA13 ••• WA x31 T &Filled • • • • • "FL11537-R6 FA1381O6O'x 7'0" EXTE IOR FROM tf? LHR 13/4- HMF 1 63/4- 3F M 2" WE A60 14 11761 14 17 HMD 1 707 F 16 A60 N D-A.E ' 18 X Steel Top Cap SCREW Applied 05 • • •WOMENS *moo** WA RTR. VERIFY T &Filled DRESSI G FA138 • FL11537-R6 , FA138A02 3'0"x7'0' 6RAIP ROOM FA122 RH 13/4- HMF 1 53/4" 3F CM 2" WS A60 16 F1 8 17 WOO 1 GPD F AQW SLC D-A 18 Forest Stewardship Council 09 •• •TO WOMENS • •• CR Certification ••• •• D;1;WJ4NG FA13 • No Added Urea Formaldehyde • • Certification FA13813.01 3'0"x7'0' 92MIORFROM EXT RHR 13/4- HMF 1 6314- 3F M 2" WE A61 14 F6.R 15 17 HMD 1 707 F 16 A60 N D-A.E 18 X Steel Top Cap SCREW Applied 05 MENS DRESSING WARTR. VERIFY T &Filled FA138B •FL11537-R6 FA1386.02 3'0"x TO" GRAD ROOM FA122 LH 1 3/4" HMF 1 5 314" 3F CM 2" WS A60 16 F1 8 17 WOO 1 GPD F AQW SLC D-A 18 Forest Stewardship Council 09 TO MENS CR Certification DRESSING FA138B No Added Urea Formaldehyde Certification FA138C.01 3'0"x7'0' WOMENS RHR 1314"1•HMF 1 5 3/4" 3F CM 2" WS A60 16 F1 8 17 WIDD 1 GPD F AQW SLC D-A 18 Forest Stewardship Council 09 DRESSING FA138A CR . Certification FROM WOMENS No Added Urea Formaldehyde TOILET FA138C Certification FA138D.01 3'0"x7'0" MENS DRESSING LHR 1 3/4" ' HMF 1 5 3/4" 3F CM 2" WS A6 16 F1 8 17 DD 1 GPD F AQW SLC D-A 18 Forest Stewardship Council 09 FA138B FROM CR Certification MENS TOILET No Added Urea Formaldehyde FA138D Certification FA139.01 3'0".x7'0"1 EXTERIOR FROM EXT RHR 1 3/4" HMF 1 6 3!4" 3F M 2" WE A6 14 F1A 9 17 HMD 1 707 "FNV 16 A_60 N D-B.E 19 X Steel Top Cap SCREW Applied 07 COSTUME STUDIO WA _ x31 T &Filled FA139 `FL11537-R6 Integrated Door Systems,Inc. Page 5 of 19 10/7/2016 2:16:46 PM Opening Detail Recap VERIFY SHEET NUMBERING Project ID:FL 16-094 Job Number: FL16-094 Phase ID:Phase1 Openings Frames Doors Special Instructions d t d d ds m r d u c c v7 a o c t C d w O N O C N FT V V) C 2 OI N YY a Fv i0T , n. xE d c m y m �- v - > mm • o d S0LocationDoor# Size c a a3 w w < c7 y U. r7 w w iw w w M < x FA139A.01 3'0"x TO"GREENROOM FA138 RHR 1 3/4" HMF 1 5 3/4" 3F CK 2" WS A6C 16 F1 1 FROM SHOWER CRI I WDD GPD F❑ AQW SLC FD 7-A 17 FORREST STEWARDSHIP QQ FA139A COUNCIL CERTIFICATION:... FA140.01 3'6"x TO" EXTERIOR FROM EXT RHR 1 3/4" HMF_ 1 3F M 2" WE A6 16 F6.R 8 17 HMD 1 707 "FNV 16 A60 N D-B.E 19 X Steel Top Cap SCREW Applied 11 CORRIDOR 6314 WA RTR. VERIFY x31 T &Filled •••• - FL11537-R6 FA14MQ♦0 W40"x TO' 47bRR FA140 T • RH 13/4- HMF 1 53/4" 3F CM 2" WS A6 16 F1 8 17 HMD 1 707 HG 16 CR N D-C 20 FORREST STEWARDSHIP 10 • RACT E FA1 CR COUNCIL CERT.... FA142O1 3'0"x 7'0" COF"[J0R FA14.0• •• RH 1.3/4" HMF 1 5 3/4" SL CM 2" WS A6 16 F3B. 11 17 HMD 1 707 F 16 CR N D-A 18 FORREST STEWARDSHIP 10 ••• •• TO PRACTICE CR SL • • FA142 ••••• VERIFY VERIFY COUNCIL CERT.... FA14:..tf t�"x 7'0" CORRJDOR FA140•000 •• RH 13/41- HMF 1 53/4-1 3F CM 2" WS A6 16 F1 8 17 HMD 1 707 F 16 CR N D-A 18 FORREST STEWARDSHIP 10 40 PRACTICE• CR •• •• • •fA143 •000 COUNCIL CERT.... FA144.91 1 O"x 7'0" DORRIDDR FA140•••• RH 13/4-1 HMF 1 5 3/4" 3F CM 2" WS A6 16 F1 8 17 HMD 1 707 F 16 CR• N D-A 18 FOflREST STEWARDSHIP 10 ••• •• •10�FA14410E••••• ' CR COUNCIL CERT.... FA145.01t 3'0"x 7'0" CORRIDOR FA14:•40••• LH 1 3/4" HMF 1 5 3/4" 3F CM 2" WS A6 16 F1 8 17 DD 1 GPD HG AQW SLC D-C 18 Forest Stewardship Council 10 ••• •• •TO Pf?ACTICE• • CR Certification ••••64145 No Added Urea Formaldehyde • • • • • Certification FA14 . 1 360"x 6' •CORRIDOR FA14! •• RH 1 3/4" HMF 1 5 3/4" 3F CM 2" WS A6 16 F1 8 17 DD 1 GPD HG AQW SLC D-C.2 18 Forest Stewardship Council 10 10" :'O-FO PRACTICE CR Certification FAV No Added Urea Formaldehyde Certification FA147.01 To.x 6' CORRIDOR FA140 LH 1 3/4" HMF 1 5 3/4" 3F M 2" WE A60 16 F1 8 17 WOO 1 GPD HG AQW SLC D-C.2 18 Forest Stewardship Council 10 10" TO PRACTICE WA - Certification - FA147 No Added Urea Formaldehyde Certification FA148.01 3'0"x7'0" CORRIDOR FA140 LH 1 3/4" HMF 1 5 3/4" 3F M 2" WE A60 16 F1 8 17 WDD 1 GPD HG AQW SLC D-C 19 Forest Stewardship Council 10 TO PRACTICE WA * Certification FA148 + No Added Urea Formaldehyde Certification FA149.01 13'0"x TO" CORRIDOR FA140 RHR 13/41, HMF 1 5 3/4" 3F CS 2" WS A61 16 F1 8 17 WOO 1 GPD HG AQW SLC D-C 19 Forest Stewardship Council 10 FROM MUSIC CR Certification STUDIO FA149 No Added Urea Formaldehyde Certification Integrated Door Systems,Inc. Page 6 of 19 10/7/2016 2:16:46 PM Opening Detail Recap Project ID:FL16-094 VERIFY SHEET NUMBERING Job Number: FL16-094 Phase ID:Phase1 Openings Frames Doors Special Instructions r d v v �' w a m c T LL N OC 0 F UtM v 4—Size ocation A d d c d mDoor# 2 O. S Q N Ucm rNd c a N W W Q t7 M LL (7 N W N W W W 7 Q = FA149A.01 6'0"x TO" EXTERIOR TO EXT -RHA dw 1 3/4" HMF 1 6 3/4" 3F M 2"^ WE A6C 14 FIA. 10 17 HMD 1 707 F 16 A60 N D-A.EX 18 XX Steel Top Cap SCREW Applied 08 STORAGE FA149A WA P T &Filled RH R/ Flat Astragal(SCREWED)to Active Leaf •• LHR FL11537-R6 • • 0 •••• • • 10 17 HMD 1 707 F 16 A60 N JD-A.EX18 X Steel Top Cap SCREW Applied 0000•• • • • T &Filled • • • • `FL11537-R6 0000•• • • • • • • 00.00• • 0000•• • •• •• 0000•• • • 0000• • • 0000•• 0000• •• •• 0000 • • • • 0000 0000•• • • • 0000•• • 0000•• • 0000•• • 0000•• ' • • • • 0000•• 0000 • • • 0000 Integrated Door Systems,Inc. Page 7 of 19 10/7/2016 2:16:47 PM Vary 5'4 2" 2" 19" —Varies—.I.I 1 2�' --.� N S Jam •• ••• •••• • •• ••• • •••• • • • •• •• ••• • •••••• • •• •• • Fl • • • •••••• • • • • Doors#s: •••••• FA133A.01 3'D•x TO"), F14133B.01(T x*0"), FA133C.01(TO"x TO"), FA133D.01(TO"x TO"), FA133E.01'(3'0"x TO"), FA13 bT�3�x 7'0"),• • Fkl38A.OZ3'b'v•7 0"), FA1388.02(3'0"x TO"), FA138C.01(3'0"x7'0"), FA138D.01(3'0"x TO"), e FA13 A.01(3'Ot x 7'0"),• • FA141.01(3'0"x 7'0"), FA143.01(3'0"x 7'0"), FA144.01(TO"x TO"), FA145.01(TO"x TO"), FA146.01(3'0'x 6'10'),•• FA147.01(3'0"x 6'10"), FA148.01(TO"x TO"), FA149.01(3'0"x TO"), c Project:Barry University Fine Arts 10/7/2016 2:16:47 PM_ Page 8 of 19 A N A�'I'I O N H H 7 2 4 N" n A •• A 0000•• • • •1.0• 0000•• • • • • • • 0000•• • •• • •• •• 0000 • 0000 •9900• • • • 0000•• • 0.000• FIA . ...... Doors#s:• . . . .. FA128 0 3'0"x 7'0"), FA130.01(Y 0'wx 7'Or), FA131.01(3'0"x 7'0"), FA134.01(3'0"x 7'0"), FA135-01(3'0"x 7'0"), FA137.0 *CF 27'0'), •• X9138.01(31"x 7'0�), FA139.01(3'0"x 7'0"), 0000 - - Project:Barry University Fine Arts - -- - - 10/7/2016 2:16:47 PM Page 9 of 19 6-4- 2" 4" I•--6a" 'I 3,0„ y 3,U„�i"I 1d"I�3 cv T A O N (Ij � A A 00 006 0 •• • • •••• • • • • • •• •• •••• • • • • •••••• •••••• • •• •• .:.... F•1A.P ; • Doors#s: •••••• FA149k011 S6'(T x 7'0"), • • • ••• •• • • • Project:Barry University Fine Arts 10/7/2016 2:16:47 PM Page 10 of 19 + „y 4-6- 6�q"� 63 6 "� 2.• 2„ 2• 3-0- 1 O" iv O ry O ry © N H, Ill Y 7 C j B v m in in N O ' n A •• • • • o•• •• 0000•• • • • • • • • ry • • • • •• .• •00.0• • • • • • • •.• �aLASS BY •• • •• •• 0•. OTF�RS .' • • •..• • • • 0000•• .0..•• F3A.LRSL..:... Doors#8•* 09000: . .. FA132.Oi(3'0'.7'0'), . 0000•• 0000 • • 0000 ' - — Project:Barry University Fine Arts 10/7/2016 2:16:47 PM Page 11 of 19 4 4 2-)y l2„L. 2 1 .J 1'0”+f•I' 3'T 1103' 31° ') 1g'Iy—3j"—+I•--� ld$—3j'ja 'I tv I'I' OFL N © N W :boo H H 111 7 7 co V �A, C Irl Irl N 0 � It B • • • GLASS BY • •••• • • • • tr RS • •• ••••� •••••• • •• • • F3A.WSL Doors#s: e •••••• FA13*j"0;•7'0-), FA136.01(3-%x 7' • w Project:Barry University Fine Arts 10/7/2016 2:16:47 PM Page 12 of 19 4-6" 5'4 5J' 2" 2" 22„ L y y1 »J L y )y 1,0„ 3'0'. » lg"' 2J»'I'�'I rx, T%ro» � :Fwa N N O N ;b S S Z C ' N O � B • ••000 • • • its A 9999•• • 64.968 BY • 06 i i••i•0 • • Oi1d6RS • • •••• • • • 9999 9999•• • • • 9999•• ....•. F3B.SL ..:... Doors#s? 9660- FA142.01.(3'0"xT0"), • • 0 60-66 ••0.0• 0000 • • •0-•e f — — — — Project:Barry University Fine Arts 10/7/2016 2:16:47 PM Page 13 of19 _ 0000, j x 3-4" 5'4 53'4 3-0'. COD a aZ Co ...� 00004 4 0 0000 00 0000.• .. 0000 0000 E 0000.. `0000 0000 00 0000.. . . • F6.L.RTR•00• .. Doors#s: 00 FA138A.01(3'0"x TO"), Project:Barry University Fine Arts 1OM2016 2:16:47 PM Page 14 of 19 r (y _ 3'0 B � B iv iV 0 . . •• • • • ••••• • •:•••F ARTR!••• ••• 0 Doors#s: •••• FA138B.01(3'0"x TO"), FA140.01(3'6"x TO"), Project:Barry University Fine Arts — — — 10/7/2016 2:16:47 PM Page 15 of 1g F t w ANCHORS 16 GA. Standard 16 GA. _ j' � r�� 1u•3J4" s . 2" V32"Dia. Face Minus 34" \Z. LABEL REQUIREMENTS: 1 Face Minus 12"Maximum •••9Steel Channel-Welded • 6 Existing Wall Anchor 0000•• 0 9000 **6 • Masonry Foot;li: 6••• • 006.0•• •99089 • 69099• • 9.8999 - • • 9 • 0009 • • 6 0. • 00860 •• •• 0000 08.09 • • •906.6 09.96• • • 0.0000 6 •• •• •9.99• • • • • „ •9990• 00.00• 9 6 • 000 0 00 • ti Project:Barry University Fine Arts r 10/7/2016 2:16:47 PM Page 16 of 19 N -0 • •••• D-A D-A.EXT Project:Barry University Fine Arts — x 10/7/2016 2:16:47 PM Page 17 of 19 s h Varies -� �+ 3' 011 o 0 0000 � • f 0000.• 0000 • • • 0.0••• . O 0000.• • • _ • • 0000 •9000 0. •• •• 0000 0000• • • 0000.• 0000•. • •• 0• 1/4" GLASS • c 9 ••••.. av aTHER ,V4" GLASS � - . �� .. 0000.. A oT .• m �' P D-B.EXT D-C Project:Barry University Fine Arts 10/7/2016 2:16:47 PM Page 18 of 19 o � O 3-0" 31011 co CD • • In • • • • iY1 •••••• • •• •• ••••• �• ••• •••••• kD �••••� 00 I • ko • - 1/4" GLASS Glass by Others. ;� BY OTHERS D-C.2 D-D.EXT University Fine Arts 10/7/2016 2:16:47 PM Page 19 of 19 CURRIES Door Product Information and Installation Instructions General Information 1) Product is qualified for Large and Small Missile Impact. 2) Product meets the requirements of the High Velocity Hurricane Zone. See below for water infiltration requirements i 3) Doors qualify for water infiltration where the overhang (OH)ratio is equal to or more than 1. The over hang ratio shall be calculated by the follo ing equation: OH ratio= OH Length/OH Height. Max. Max. Min. Group Design Door Series Door Size Door Glazing Hardware Pressure And Swing Gauge 'PSF 3'0"x 7'0" Cylindrical Lock; Mortise Lock; 1 50 607, 707 Single 20 NONE Rim Exit Out-Swin 607, 707, 3'0"x 7'0" GlasslamConcealed Vertical Rod; , Cylindrical�Lock, Mortise Lock; 2 60 727, 747, Single 18 Polycarbonate Mortise Exit; Rim Exit; or 847 Out-Swing or Louver Surface Vertical Rod " ' 607, 707, 3'0"x 7'0" Glasslam, 3 60 727, 747, Single 18 Polycarbonate Cylindrical Lock; Mortise Lock; or 847 In-swing or or Louver Interconnected lock Out-Swing 607, 707, 60"x 7'0" Glasslam, Concealed Vertical Rod; 4 60 727, 747, Pair 18 Polycarbonate Rim Exit; - or 847 Out-Swing or Louver Surface Vertical Rod 3'0" x 8'0" Glasslam, Concealed Vertical Rod; 5 60 707' 727' Single 16 Polycarbonate Mortise Lock(Latch Bolt and Dead 747, 847 Out-Swing or Louver Bolt); Rim Exit; Surface Vertical Rod 707, 727, 3'0" x 8'0" Glasslam, Mortise Lock(Latch Bolt and.Dead 6 60 747, 847 Single 16 Polycarbonate Bolt) In-Swinq or Louver Concealed Vertical Rod; 707, 727, 6'0"x 8'0" Glasslam, Mortise Lock(latch`bolt and dead 7 60 Pair 16 Polycarbonate' bolt)active, Surface Bolts inactive; 747, 847 Out-Swing I or Louver Rim Exit; Surface Vertical Rod 3'0"x 7'0" Mortise Lock(LatchBolt and Dead 607, 707, Single Glasslam, Bolt);, Cylindrical Lock with Cylindrical 8 70 727, 747, In-swing or 18 Polycarbonate Dead Bolt; or 847 or Louver- Out-Swin Interconnected Lock Concealed Vertical Rod; 707, 727, 4'0" x 8'0" Glasslam, Mortise Lock(latch bolt and dead 9 70 747, 847 Single 16 Polycarbonate bolt); Out-Swing or Louver Rim Exit; Surface Vertical.Rod 4'0"x 8'0" Glasslam, 707, 727, Mortise Lock(Latch Bolt and Dead 10 70 747, 847 Single 16 Polycarbonate Bolt) In-Swing ... or Lauver 6'0" x 7'0": .. : : : , 707, 727, Pair0*0 Mortise Lock(Latch Bolt and Dead 11 70 747, 847 In-Swing or• ••�6 •• •None• Bolt); Flush Bolt Out-Swing RD0510r5 1 of 10 Used with FL11537 01/10/2011 •:• : : : : •:• . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I I Max. Max. 'Min. Group Design Door Series Door Size Door Glazing Hardware Pressure And Swing Gauge I PSF 60" x 7'0" 12 70 777 Pair 18 None Mortise Lock(Latch Bolt and Dead t In-Swing or Bolt); Flush Bolt Out-swinci Concealed Vertical Rod; 707, 727, 8'0"x 8'0" Glasslam, Mortise Lock(latch bolt and dead bolt) 13 70 Pair 16 Polycarbonate or active, Surface Bolts inactive; 747, 847 Out-Swing Louver - Rim Exit; Surface Vertical Rod 3'0"x 7'0" 14 100 757 Single 16 NONE Cylindrical Lock (STC 46) Out-Swing Mortise Lock(Latch Bolt and Dead Bolt) 707, 727, 3'0"x 7'0" 15 100 747, Single 18 NONE Cylindrical Lock 847,7 In-Swing or Mortise Lock(Latch Bolt and Dead Bolt) Out-Swing 707, 727, 3'0"x 7'0" 16 100 747, 847, Single 18 NONE Rim Exit 777 In-Swing or Out-Swin 3'0"x T0" 17 115 757 Single 16 NONE Mortise Lock(Latch Bolt and Dead Bolt) (STC 46) Out-Swing 3'0"x 7'0" 18 115 707, 727, Single 16 NONE Mortise Lock(Latch Bolt and Dead Bolt) 747, 847, In Swing Or Out-Swing 3'0"x 7'0" 19 115 707, 727, Single 16 NONE Rim Exit 747, 847 Out-Swin 4'0"x 8'0" 20 150 707, 727, Single 14 Vetrotech Keralite Multi-Point Lock 747, 847 In-swing or Ultra IGU HI Out-Swin 8'0"x 8'0" 707, 727, Pair Vetrotech Keralite Multi-Point Lock active, 21 150 747, 847 In-swing or 14 Ultra IGU HI Surface Bolts inactive Out-Swing 707 727 4'0"x 8'0" Vetrotech Keralite 22 150 747, 847 Single 14 Ultra IGU HI Surface Vertical Rod Exit Devices Out-Swing 707, 727, 8'0"x 8'0" Vetrotech Keralite 23 150 747 847 Pair 14 Ultra IGU HI Surface Vertical Rod Exit Devices Out-Swing Additional Door Information 1) Curries 707 18 gauge 3'0"x*7U":BrEbo§se0 do(WarVpermitted. 2) Curries 707 16 gauge CURRAt&PZJ ors ire.p6rmitted, 115 psf maximum design pressure. 3) Door edges maybe CURRIE.S-1 I";/is Ie%9ai6)p ft'4Seamless), or"T" (Seamless) 4) Door Undercuts: a.)3/8" Maximum undercuf for.09ors with yjrtical and concealed exit devices and 150 psf doors. b.)3/4" Maximum undercut for oil other Voo=s not igcluVed in 4a above. 5) Cold rolled or Galvanized !*eotm4 bejuW, gaLaes as�noted. 16 ga Stainless Steel 707 boors mayb'd'us8d. 000 RD0510r5 2 of 10 Used with FL11537 01/10/2011 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... i Door Glazinq Information 1.) Markar WLV60 Louver or Pemko LV-WS, or any louver with a valid FBC component approval are j permitted in doors with max design pressure of 60 or 70 psf. 1( Maximum louver size is 34" x 78"on 4'0"x 8'0' doors. Minimum stile is 6"t. 2.) CURRIES Type 2 or Type 3 Vision light kits are permitted for Glasslam.impact rated glass Maximum DLO size is 24"x 66", maximum DLO area per leaf is 1584 sq: in. at 60 psf. Maximum DLO size is 32"x 42", maximum-DLO area per leaf is 1344 sq. in. at 70 psf. i Minimum stile and rail is 6". 1 3.) CURRIES Type 1 or Type 3 Vision Light Kit are permitted with approved polycarbonate Maximum DL'O size is 32"x 42" maximum DLO area per leaf is 1344 sq. in at 60 psf. 1 Maximum DLO size is 32"x 42" maximum DLO area per leaf is 1344 sq. in at 70 psf. Minimum stile and rail is 6". 4.) CURRIES Type 8 Vision Light Kit may be used with Vetrotech Keralite Ultra IGU HI Maximum Design pressure is 150 psf }' Maximum DLO size.is 10"x 30" maximum DLO area per leaf is 180 sq. in Minimum stile and rail is 6". 1 5.) All glazing and louver cutouts require channel surround. a Hardware Information r Hardware, vision light kits, and louvers may used with the products listed above. The components must have a valid FBC Approval for use as a door component. Components used in the High Velocity Hurricane Zone must have a valid FBC Product Approval or a Dade County Product Control Component NOA for use in the High Velocity Hurricane Zone. Group,1 i Yale Cylindrical Lock: 4600LN, 470OLN Mortise Lock: 8800 Series Mortise lock ! Rim Exit Devices: 2100(F)WS Group 2 y Corbin Russwin Cylindrical Lock: CL3300, CL33800, CL3900 Series Mortise Lock: ML2000, ML20800 Series Rim Exit Device: ED5200S(A)x M107; ED5200S(A)x M107 x 9800 Series Trim . Surface Vertical Rod Device: ED5470 B X M107 Sargent Cylindrical Lock: 6500, 7 Line, 10 Line, 10G77, 11 Line f Mortise Lock: 7800, 8200, R8200, 8200 Profile Series Mortise Exit: WS8900, 12-WS8900 Series Rim Exit Device: HC8800, 12- HC8800, HC8800 Profile Series,1 2-HC8800 Profile Series Concealed Vertical Rod: MD8600, 12-MD-8600. Securitron Cylindrical Unlatch: UNL Mortise Unlatch: MUNL Power Transfer: EPT, EPTL, CEPT Ving Mortise Lock: Classic, US ANSI Rim Exit Device: VC3 0 . e .. Yale Cylindrical Lock: 4800/48004N*,'aCD/54000N;eBOSS E540OLN Series Mortise Lock: 8800, e8QS8V_$8Q0 Series I Rim Exit Devices: 7150/725QM(PM!! Surface Vertical Rod Device: 7170(F)WS . ... ... 0*0 .. .. . .. . . ... . . ... . . RD0510r5 j m 3 of 10 Used with FL11537 01/10/2011 "" ... . . . ... . . a t � } i Group 3 Corbin Russwin Cylindrical Lock: CL3300, CL33800, CL3900 Series Mortise Lock: MI-2000, ML20800 Series Sargent. Cylindrical Lock: 6500, 10 Line,_10G77 Interconnected Lock: 7500 Series { Mortise,Lock: 7800, 8200, R8200, 8200 Profile Series Securitron Power Transfer: EPT; EPTL, CEPT' Yale Cylindrical Lock: 4800/4800LN, 5400/5400LN,�eBOSS E540OLN Series Interconnected Lock: 4800'Series Mortise Lock: 8800, eBOSS E8800 Series d Group 4 Corbin Rim Exit Devices: ED5200S(A)x M107; ED5200S(A)x M107 x 9800 Series Trim Russwin Surface vertical Rod Device: ED5470 B X M107 Sargent Rim Exit: HC8800, 12-HC8800, HC8800 Profile Series,,12-HC8800 Profile Series Concealed Vertical Rod: MD8600, 12-MD8600 Securitron Power Transfer: EPT; EPTL, CEPT Yale Rim Exit Devices: 7150/725OM(F)WS Surface Vertical Rod Device: 7170(F)WS a Group 5 & 9 Corbin Mortise Lock: MI-2000, ML20800 Series with latch bolt&dead bolt Russwin Rim,Exit Devices: ED5200S(A)x M107; ED5200S(A)x M107 x 9800 Series Trim Surface vertical Rod Device: ED5470 B X M107 Sargent Mortise Lock: 8200, R8200, 8200 Profile Series with latch bolt&dead bolt Rim Exit: HC8800, 12-HC8800, HC8800 Profile Series, 12-HC8800 Profile Series, Concealed Vertical Rod: MD8600, 12-MD8600 Securitron Power Transfer: EPT; EPTL, CEPT Yale Mortise Lock: 8800, eBOSS E8800 Series with latch bolt&dead bolt Rim Exit Devi6es: 7150/7250M(F)WS Surface Vertical Rod Device: 7170(F)WS Group 6 & 10 Corbin Mortise Lock: ML2000 Series with latch bolt&dead bolt Russwin Sargent Mortise Lock:'8200, R8200, 8200 Profile Series with latch bolt&dead bolt Securitron Power Transfer: EPT, EPTL, CEPT Yale Mortise Lock: 8800 Series with latch bolt&dead bolt- .. ... .. ... % . . .. . .. .. . . . ... . . ... RD0510r5 4 of 10 Used with FL11537 01/10/2011 . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... f Group 7 & 13 Corbin Russwin Mortise Lock: ML2000.Series with latch bolt&dead bolt(active leaf); r 988CR Surface Bolts (inactive leaf) , Rim Exit Devices: ED5200S(A)x M107, ED5200S(A)x M107 x 9800 Series Trim with FE707A, FE708A, WS707AKM, or WS708AKM Mullion Surface vertical Rod Device: ED5470 B X M107 Sargent Mortise Lock: 8200, R8200, 8200 Profile Series with latch bolt&dead bolt (active leaf); 988 surface bolts (inactive leaf) Rim Exit: HC8800, 12- HC8800; HC8800 Profile Series 12- HC8800 Profile Series with HC980, 12-HC980, HCL980 or 12-HCL9980 Mullion Concealed Vertical Rod: MD8600, 12-MD8600 Securitron Power Transfer: EPT, EPTL, CEPT- Yale Mortise Lock: 8800 Series with latch bolt&dead bolt(active leaf); } 988Y Surface Bolts (inactive leaf) Rim Exit Device: 7150/7250M(F)WS with M200FWS or KRM200FWS Mullion Surface Vertical Rod Device: 7170(F)WS Group 8 Corbin Russwin Cylindrical Lock: CL3300 Series with DL3100 Series Dead Bolt Mortise Lock: ML2000 Series with latch bolt&dead bolt Sargent Cylindrical Lock: 10 Line Series with 480 Series Dead Bolt i Mortise Lock: 7800, 8200; R8200, 8200 Profile series with latch bolt&dead bolt Securitron Power Transfer: EPT; EPTL, CEPT Yale Cylindrical Lock: 5400/540OLN Series with 3600 Series Dead Bolt Interconnected Lock: 4800 Series Mortise Lock: 8800 Series with latch bolt&dead bolt ' Group 11 & 12 Corbin Mortise Lock: ML2000 Series with latch bolt&dead bolt(Active) Russwin Rockwood Flush Bolts: 556 WS Inactive Sar ent Mortise Lock: 7800, 8200, R8200, 8200 Profile Series, with latch bolt&dead bolt Active Securitron Power Transfer: EPT, EPTL, CEPT .Yale Mortise Lock: 8800, R8200 8200 Profile Series with latch bolt&dead bolt Active Group 14 & 17 Corbin Russwin Mortise Lock: ML2000 Series with latch bolt&dead bolt t Sargent Mortise Lock: 8200 Series with latch bolt&dead bolt 1 Cylindrical Lock: 11 Line Yale Mortise Lock: 8800 Series with latch bolt&dead bolt Note: Continuous hinpes,Vi dote,EPT's,end position switches may not be used with the 757 STC 46 door. •• • _• . .. .. . .. . . RD0510r5 5 of 10 Used with FL11537 01/10/2011 Group 15 Corbin Russwin Mortise Lock: ML2000 Series with latch bolt&dead bolt Sargent Mortise Lock: 8200 Series with latch bolt&dead bolt Cylindrical Lock: 11 Line Securitron Power Transfer: EPT, EPTL, CEPT Yale Mortise Lock: 8800 Series`with latch bolt&dead bolt Group 16 Corbin Russwin Rim Exit Device: ED5200S(A)x M107; ED5200S(A)x M107 x 9800 Series Trim Closer: DC8000 (Required) Norton Controls Closer: 7500 (Required if Corbin Russwin; "Norton, Sardent or Yale closer is not used Sargent Rim Exit: HC8800, 12- HC8800; HC8800 Profile Series 12- HC8800 Profile Series Closer: 281 (Required) Securitron Power Transfer: EPT, EPTL, CEPT Yale Rim Exit Device: 7150/7250M(F)WS Closer:4400 (Required) Group . 18 Corbin Russwin Mortise Lock: ML2000 Series with latch bolt&dead bolt - Sargent Mortise Lock: 8200 Series with latch bolt&dead bolt Securitron Power Transfer: EPT, EPTL, CEPT , Yale Mortise Lock: 8800 Series with latch bolt&dead bolt Group 19 Corbin Russwin Rim Exit Device: ED5200S A x M107; ED5200S A x M107 x 9800 Series Trim Securitron Power Transfer: EPT, EPTL, CEPT Yale Rim Exit Device: 7150/7250M F WS Group 20 Corbin Russwin Multi-Point Lock: FE6800 Sargent Multi-Point Lock: FM7100 Securitron Power Transfer: EPT, EPTL, CEPT Yale Multi-Point Lock: 7380F Group 21 Corbin Russwin Multi-Point Lock: FE6800 active, 988CR surface bolts in-active Sargent Multi-Point Lock: FM7100 active, 988 surface bolts in-active Securitron Power Transfer:-&PTt EPTL, CERT... .. Yale Multi-Point Lock: 88 a tive,•9 8Y surface bolts in-active Group 22 & 23 Sargent Surface Vertical oa Device: HC4-8700 •. . .. . ... .. . . . ... . . ... RD0510r5 6 of 10 Used with FL11537 01/10/2011 ••' • ' ' •" . . . . . . . . . . .. .. . . . .. .. . , Auxiliary Hardware 1.) Von Duprin EPT 2 and EPT 10 may be used. , " 2.) 1"diameter preparations for door position switches are permitted. - 3.) Door position switches that fit in a cutout measuring 1.25"x 4.875" may be used in single 3'0"x 7'0" doors rated 60 psf or less. + 4.) ,Magnetic locks may be used in addition to the latching hardware listed above. Hinges 1.) 4-1/2" x 4=1/2" 0.134"thick steel hinges or any FBC approved hinges maybe used. 2.) McKinney HG305, MCK-12 HD, MCK-141-ID, MCK-25HD; Markar FM100, FM200, F000, FM3500, FM100, or FM1111; Pemko CFMSLF-HD continuous hinges may be used. 3.) Rixson 195 Pivot set with M19 intermediate pivots may be used. 4.) Any FBC approved coritinuous hinge or pivot may be used. Thresholds and Weather-strip'- 1) eather-strip`1) Thresholds; McKinney Products-Part Nos. MCK177, MCK181, MCK2005 Pemko Part Nos. 177, 181, 2005 4 2) Weather-strips; MCKS88, MCK303 (Use MCK303 with continuous hinges) Pemko Part Nos. S88, 303 (Use 303 with continuous hinges) Polycarbonate Glazing Instructions 375 1/4"THICK 1/4"THICK POLYCARBONATE .375 POLYCARBONATE SHEET SHEET' .250 .250 1/8"X 1/2"CLOSED CELL FOAM e GLAZING TAPE USED ON FIXED #6 X 1-1/4"OVAL GLAZING AND REMOVABLE STOPS HEAD,TEK SCREW .. SHIMS #6 X 1-1/4"OVAL HEAD TEK SCREW AS NEEDED I 625 .500 .625 .500 GLAZING SHIMS GLASS AS NEEDED STOP GLASS STOP Curries Type 1 Vision Light Kit Curries Type 3 Vision.Light Kit 1) Before removing the removable stops, check to be sure there are screws in every hole. Pre-drill holes with a#36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the#6 x 1-1/4"oval head•TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8"x 1/2" closed cell foam glazing tape to the fixed stop. d 5), If there is plastic release on the foam=glazing tape, pull the Qlastic release'back about 2"-from each end of the foam tape. Pull the plastic release�arou�c�the fixed stop so it can be grasped after placing the polycarbonate on the u nexpQs1d fo;rrt taM., •• , 6) If there is paper release on the foam gl>&ingtape, relmewitothe paper release before glazing. Spray the exposed.foam tape with a mild soap solution immediately before placing the polycarbonate on the exposed foam tape. 7) Place glazing shims, as needed,:heti set tht palytarbodataoA the foam glazing tape. 8) Adjust the polycarbonate, as nec essky,7to lanter the polycWonate in the cutout. 0 086RD0510r5 ••• 7 of 10 ••• Used with FL11537 } 01/10/2011 . . . . . . ... . . . . + I 9) If the release is plastic, grasp the free end of the plastic release, while holding the polycarbonate to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10) Apply 1/8"x 1/2"closed cell foam glazing tape to the removable stop. -, r 11) If there is plastic release on the foam glazing tape, pull the plastic release back about 2"from each end of the foam tape. Pull the plastic release around the'removable stop so it can be grasped after placing the removable stop on the polycarbonate. 12) If there is paper,release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before'placing the removable stops against the polycarbonate. 13) Using the alignment marks, position the removable stops against the polycarbonate. 14) Install and tighten the#6 x 1-1/4"oval head TEK screws in the removable stops. Be careful not to over tighten. 15) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 16) Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. Glasslam Glazing Instructions 1/8"X 1/2"CLOSED CELL FOAM 1/8"X 1/2"CLOSED CELL GLAZING BY OTHERS GLAZING TAPE USED ON FIXED FOAM GLAZING TAPE AND REMOVABLE STOPS 0.625' 0.625" SED ON FIXED AND GLASSLAM(NEBULA GLASS) REMOVABLE STOPS LAMINATED GLASS ASSEMBLY _GLASSLAM(NEBULA GLASS) 0.050 NOMINAL THICKNESS LAMINATED GLASS ASSEMBLY WITH 0.090 (MIN.)INTERLAYER 0.050 NOMINAL THICKNESS #6 X 1-1/4"OVAL HEAD TEK SCREW WITH 0.090 (MIN.)INTERLAYER #6 X 1-1/4"OVAL 625 PET FLAP 500" HEAD TEK SCREW } GLASS STOP GLAZING SHIMS PET FLAP GLAZING GLASS STOP AS NEEDED SHIMS AS NEEDED DOW CORNING 995 DOW CORNING 995 STRUCTURAL SILICONE STRUCTURAL SILICONE Curries Type 2 Vision Light Kit Curries Type 3 Vision Light Kit 1) Before removing the removable stops, check to be sure there are screws in-every hole. Pre-drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Uriscrew'the #6 x 1-1/4" oval head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8" x 1/2" closed cell foam glazing tape to the fixed stop. 5) If there is plastic release an thefoam lazirag4ape, pull the plastic release back about 2" from each end of the foarrLtajg;Puljtj@ plastic release around the fixed'stop so it can be grasped after placing the6(;4ass1:3rh.dn. ie Qpp)XLgsed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed•f•gam tape with amild soap solution immediately before placing the Glasslam dh the:axpoged fc¢am tape. ; 7) Place glazing shims, as.geeded, Hen abet the.Glasglam on the foam glazing tape. . ••• . • ••• .RD0510r5 8 of 10 Used with FL11537 01/10/2011 �`� 000 ,. { Glasslam Glazing Instructions (Cont'd) 8) Adjust the Glasslam assembly, as necessary, to center the assembly in the cutout. 9) If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10)Trim the PET flap so it does not extend beyond the removable glass stop. 11)Take a putty knife and insert it between the PET flap and the edge of the cutout in the door. Using the putty knife pull the PET flap away from thecutoutin the door. 12)While holding the PET flap back away from the cutout with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the steel in the cutout of the door. IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with the steel around the cutout in the door. 13)Slowly move the putty knife around the door ahead of the caulking gun and apply the 995 silicone around the entire cutout in the door. _• 14)Apply 1/8'°x 1/2" closed cell foam glazing tape to the removable stop.. 15) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 16)If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. I t 17)Using the alignment marks, position the removable stops against the Glasslam.' 18)Install and tighten the #6 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten. 19)If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that_was applied to the removable stop. 20)Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. t Vetrotech Glazing Instructions 0.090• PVB F OR SGP DOW CORNING 995INTERLAYER OR GE SSG4000 STOP HEIGHT STRUCTURAL SILICONE 0.625"MIN WELD r #6-20 X 0.75"SCREW LOCATED 2.5"FROM EACH END AND 8.25" WELD ON CENTER MAX. INSULATING POCKET WIDTH GLASS SPACER 0.375"THROUGH 1.625" IN 0.125"INCREMENTS CURRIES Type 8 Vision Light Kit Glass GIs s TbEmisi ;...;Apact Resistant Product Vetrotech ..•1.?� •. : .DLLPont Butacite PVB Keralite Ultra 90 HI DuPont Sentry Glass Pus SGP Vetrotech Swissflam ..DuPont Butacite PVB 45 HI 2 /8 DuFionj§ent Glass Pus SGP t RD0510r5 9 of 10 Used with FL11537 01/10/2011 . . . . . . . . . . 9 F f Vetrotech Glazing Instructions cont'd 1.) Before removing the removable stops, check to be sure there are screws in every hole. Pre-drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2.) Using a pencil, mark alignment marks on the removable stops and the door. 3.) Unscrew the#6 x 1-1/4" oval head TEK screws from the removable stops and remove-the removable stops. Keep the screws. 4.) Wipe the fixed stop clean and then apply closed cell foam tape to the fixed stop. 5.) Wipe the removable stop clean and then apply closed cell foam tape to the removable stop. 6.) Use 1/8" thick max glazing shims at the sill. Glazing shims should be the-full thickness of the glass. 7.) Run a generous toe bead of Dow Corning 995 or GE structural silicone around the opening. 8.) Remove the release tape from the closed cell foam tape on the fixed stop. 9.) Place glass down on glazing blocks and press up against closed cell foam tape. 10.) Run a heel bead around the perimeter to the glass. 11.) Using the alignment marks, position the removable stops against the glass. Lightly grind the end of each stop for additional clearance: 12.) Install and tighten the-#6 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten. 13.) Using the Dow Corning 995 or GE SGG 4000 apply a cap bead over the closed cell foam tape. Test Protocols Used 1) ANSI A250.13 Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies 2) ASTM E330 Standard Test Method for Structural Performance`of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference 3) ASTM E1886 Standard Test Method for Performance of Exterior Windows,.Curtain Walls, Doors, and Storm Shutters Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials 4) ASTM E1996 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 5) TAS 201-94, Impact Test Procedures 6) TAS 202-94, Criteria for Testing Impact and Non-Impact Resistant Building Envelope Components Using Uniform Static Air'Pressure. TAS 203-94, Criteria For Testing Products Subject to Cyclic Wind Pressure Loading •• • • • • • ••• •• •• • • • •• ••• •• i- • • •• • •• •• • RD0510r5 • ` 0"0100of 10• ••• Used with FL11537 , 01/10/2011 ••• . . . . . . . . . . 1 1 CURRIES Three Sided Door Frame, Four Sided-Door Frame, and Transom Frame Product Information and Installation Instructions i GENERAL INFORMATION 1) Building walls must be designed to support and sustain loads developed by the door and frame assembly and transfer loads to the building structure. 2) Rough opening material, by others, must be installed properly to transfer loads to the building structure. . , 3) Anchoring or loading conditions not shown in these details are not part of this approval. 4) Anchor embedment to base material shall be beyond wall dressing or stucco. 5) Masonry"T", Pipe Spacer, wire, weldedTWA, wood stud, or steel stud anchors required. 6) Wood density, G= 0.55. 7) Anchors shall be as listed and spaced as shown in the table for each group of products. 8) Substitution of components must be in compliance'with the current Florida Building Code. FRAME CONFIGURATIONS ALLOWED Model Configuration Max Opening Design Impact Wall Type Size(ft-in.) Load (ft-lbs) (psf) Hollow Metal, Single Swing Drywall, 4-0,8-0 +/-70 350 M,CM,G,CG Masonry Hollow Metal, Single swing Drywall, 3-0,7-0 +1- 115 1350 M,CM,G,CG Masonry Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0,7-0 +/-60 350 M,CM,G,CG (Single-point lock) Masonry + Hollow Metal, Single Swing with Readyset Frame Drywall, 3-0,7-0 +/-70 350 M,CM,G,CG (Single-point lock and deadbolt) Masonry 1 Hollow Metal, Standard Swing Pair,With or Drywall, 8-0, 8-0 +/-70 350 M,CM,G,CG Without Hardware or Hollow Masonry Metal Mullion Hollow Metal, Single Swing with Sidelight, Drywall, 3-0*,8-0** +/-60 350 M,CM,G,CG Transom or Transom/Sidelight Masonry (++) , Hollow Metal, Standard Swing Pair with Drywall, 6-0*,8-0** +/'60 350 M,CM,G,CG Sidelight,Transom or Masonry Transom/Sidelight(++) ! Hollow Metal, Window Frame(++) Drywall, 3=0***, 10-0 +/-60 1350 + M,CM,G,CG Masonry Hollow Metal, Single Swing Drywall, 4-0,8-0 +1- 150 350 M,CM,G,CG .Uaaor y .. . .. . . . . ... . r RD0568r5 Page 1 of 14. ; •;• Used for 01/17/2012 : . : :': : . : FL 1153 7 ... . . . ... . . �. Design Impact Model Configuration Wall Type Max Opening Load (ft-lbs) Size(ft-in.) (p fl s Hollow Metal, Standard Swing Pair,With or Drywall, 8-0,8-0 +/-150 350 M,CM,G,CG Without Hardware or Hollow Masonry Metal Mullion Hollow Metal, Four Sided Door Frame Drywall, 3-0, 7-0- +/-60 350 M,CM,G,CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 3-0,8-0 +/-60 350 M,CM,G,CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 3-0,8-0 +/-60 350 M,CM,G,'CG Masonry Hollow Metal,-, Four Sided Door Frame, Drywall, 6-0, 8-0 +/-60 350 M,CM,G,CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 8-0, 8-0 +/-70 350 M,CM,G,CG Masonry Hollow Metal, Four Sided Door Frame Drywall, 8-0,8-0 +/-150 350 M,CM,G,CG Masonry Hollow Metal, Single Swing with Side Panel, Drywall, 4-0*, 8-0** +/=150 350 M,CM,G,CG Transom or Transom/Side Panel Masonry Hollow lvletal, Standard Swing Pair with Drywall, 8-0, 8-0** +/-150 350 M,CM,G,CG Transom Panel Masonry *Width is size of door opening(jamb to jamb). Sidelights may be mulled to the frame to increase the width of the opening. **Height is size of door opening(header to floor/sill).A transom may be mulled to the frame to increase the height of the opening. ***Width size of individual window frame.Multiple window frames may be mulled together to increase the width of the opening. ++Glass for window,transom and sidelight frames must be Glasslain laminated glass with a 0.090 in.minimum inner layer. Multiple frames may be mulled together to increase the width of the opening. M=Double Rabbet frame for use in masonry walls,block walls,or welded to building structure CM=Double Rabbet frame for use in wood or metal stud walls ` k G=Single Rabbet frame for use in masonry walls,block walls,or welded to building structure CG=Single Rabbet frame for uses in 1vVod:or m;ta}std d walla Frames for use in masonry walls,bloat walls,or wel(fedto building structure may also be used for wood or metal stud walls. . ... . ... ... : 1-3/4 in.thick Curries metal Jogr pad el.may4be meds o g0aze•w indow,transom and sidelight frames. Door vision light frames and louvers may'b;•inst;lled ig 41e 3.3/4 in 2'tiick pJnels R RD0568r5 : : ':• P*$2 42'1:• Used for 01/17/2012 FL11537 .. . . ... . . . ... f , 3 t { FRAME ANCHORING MASONRY T AND MASONRY WIRE ANCHORS f CMU BLOCK AND THROAT OF FRAME i FILLED WITH 3000 PSI MORTAR, ] MAXIMUM SHIM THICKNESS 0.25" � r ,1 f MASONRY WIRE ANCHOR 0.165"DIA.MIN. 16 GA(0.053"MIN) MASONRY T ANCHOR F OPERATING RANGE 3"-12" a WELDED PIPE SPACER AND WELDED EWA ACNHORS EXISTING MASONRY OR POURED CONCRETE,3000 psi MIN. WOOD STUD 1 PIPE SPACER ANCHOR WITH 3/8"FLAT HEAD PIPE SPACER ANCHOR WITH 3/8"WOOD EXPANSION HEAD ANCHOR BOLTS SCREW OR LAG BOLT MINIMUM EDGE DISTANCE=4.00" MINIMUM EDGE DISTANCE=1.75" MAXIMUM SHIM THICKNESS=0.25" MAXIMUM SHIM THICKNESS=0.25" d v d .p < a . v . • a• v v 2.50" MIN. o ° 2.50"MIN 3.0"MIN 16 GA(0.053"MIN) 16 GA(0.053"MIN) PIPE SPACER ANCHOR EWA ANCHOR •• • • • • ••• • -77 TO SUIT TO SUIT : :• •:• ••• •:• �AMBDEPTH / JAMB DEPTH. ; . : '. • ; ; : \v/ RD0568r5 Page 3 oP1I •;• Used for 01/17/2012 : :•: FL11537 0% .•. . i 1 4 FRAME ANCHORING (CONTU WELDED STEEL STUD ANCHORS SLIP-IN STUD ANCHOR WELDEED TO 18 ga.(0.041"MIN.) FRAME. CONNECT TO STEEL STUD WELDED SLIP-IN MULTI-PURPOSE WITH #8 X 1"GRADE 5 ANCHOR FOR STEEL STUDS SHEET METAL SCREW; 4 SCREWS REQUIRED PER ANCHOR; MIN EDGE DISTANCE-0.328" 0 _ 18 ga(0.041"min.) o STEEL STUDS WELDED STEEL CHANNEL ANCHOR #14 x 1"GRADE 5 SHEET METAL SCREW; 2 SCREWS REQUIRED PER ANCHOR LOCATION 3/4"MIN 8 ga(0.041"min.) STEEL STUDS WELDED WOOD STUD ANCHORS WELDED WOOD STUD ANCHORS 4 EA#8 X 1"GRADE 5 SHEET METAL SCREWS REQUIRED PER ANCHOR; 16 ga(0.053"MIN.) MIN EMBEDMENT= 1" WELDED WOOD STUD MIN EDGE DISTANCE=0.524" ANCHOR EXTERIOR SHEETING EXTERIOR SHEETING , WOOD WOOD STUD .SZUQ.. .. FAO �•• ORIWALt :•� :.. �•. INTERIOR DRYWALL • ..• ... ... 16 ga(0.053"MIN.) WELDED WOOD STUD . . •. • .. .. . ANCHOR . • •.• • • •.• RD0568r5 : ':' 1l4gd 4 of n• Used for 01/17/2012 FL11537 . ... . ... { a FRAME ANCHORING (CONT'D) WELDED TO THE BULDING STRUCTURE UP TO%4' MAX A-36 STEEL SHIM PLATE FRAME WELDED TO SHIM WITH 3/6"x 1".LONG FLARE BEVEL EXT WELDS BOTH SIDES OF FRAME WITH E6018 ELECTRODES 5.75" MIN 14" MAX %4' MAX. THICK A-36 STEEL SHIMS WELDED TO STRUCTURAL BUILDING SHIM PLATE 1.25" MEMBER WITH FILLET WELDS LONGER THAN MEASURING 2" LONG AND FRAME JAMB DEPTH SIZED TO THE SAME THICKNESS AS THE SHIM t ' PLATE USING E6018 ELECTRODES WELD HOLLOW METAL , FRAME TO SHIM WITH ` 3/16"x 1" LONG FLARE BEVEL WELDS, BOTH SIDES OF FRAME USING E6018 ELECTRODES %4" MAX THICK, 2"WIDE A-36 s STEEL SHIMPLATE(S), , LENGTH 1.25" GREATER THAN FRAME JAMB DEPTH 1 • •. • • • • • • • • . • . • •. •.. .. • . . •• • • . . • • k f, RD0568r5 Page 5 of!V ; : ; •;• : : Used for 01/17/2012 : : 00: FL11537 ... . . . 0%. . . t THREE SIDED AND FOUR SIDED DOOR FRAME ELEVATIONS FOR FRAMES RATED'UP TO AND INCLUDING 150 PSF x 100"MAX 96"MAX 48"MAX 100" 100" Max MAX 96" 96" MAX MAX r t 96"MAX 48"MAX 3 104" 104" MAX MAX i 96" 96" MAX MAX i 100"MAX =� �— 52"MAX Three sided door frames rriaxlieornar ar face welded. Four sided door frames must be face . . . .• •.. •. welded. . ••• . .•• •.• . . . . . . . . . . . . .. . .. . . . 0 to RD0568r5 :PI4 6 42V Used for 01/17/2012 0*0 o FL11537 .. ... . . . .. .. . . . ... . . . ... r r THREE AND FOUR SIDED DOOR FRAME UP TO AND INCLUDING 70 PSF f 96"Max 100"WITH MULLION (100"Max w/Mullion) 96"MAX WITHOUT MULLION r 1 104" 100" MAX Max 96" 96" MAX MAX G 104"WITH MULLION Iffy-- 100"MAX WITHOUT MULLION ��11 Three sided door frames may be KD corner or face welded. Four sided door frames and mullions must be face welded. Only doors ma be installed in 4 sided door frames. JAMB ANCHOR REQUIREMENT TABLE THREE SIDED AND FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF ANCHORS ANCHORS IN MASONRY"T" FOR STEEL MASONRY OR WIRE OPENING STUD MAX. W/ITH 3/8" DIA. MAX. ANCHORS, MAX. HEIGHT OR WOOD STUD SPACING EXPANSION SPACING OR WELDED SPACING WALLS SHELL ANCHOR TO BUILDING BOLT STRUCTURE 80"—88" 4 22 4 24 4 24 90" 5 22 4 24 4 ) 24 92"-96" 5 22 5 24 4 24 115 PSF THREE SIDED AND,FOUR SIDED DOOR FRAMES(MAX OPENING WIDTH 3'0") i 80"—88" 5 21 4 24 4 24 I { i HEAD&SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN THREE&FOUR SIDED DOOR FRAMES UP TO AND INCLUDING 70 PSF QUANTITY ' ANCHOR TYPE OF LOCATION ANCHORS ANCHORS ; • ' • • • • FOR STEEL STUD 4 . 2.1�cjV(21 jam tid;.of the centerline of the head OR WOOD STUD WALLS ..• ..M:ar%12;ftnq rife centerline of the head ANCHORS IN MASONRY W/3/8 2 1 e to ted 9"f t e centerline of the head EXPANSION SHELL ANCHOR BOLT ••• ar'�' •�� WELDED TO BUILDING STRUCTURE 2 ; ;• 1 eacl•lo;j ed 9"fsvmtge centerline of the;head RD0568r5 Page 7 of! r ; ; ; ; •;• ; ; Used for 01/17/2012 FL11537 :.... . . . ... . . f JAMB ANCHOR REQUIREMENT TABLE FOR 150 psf THREE&FOUR SIDED FRAMES QUANTITY MAX ANCHOR TYPE OPENING WIDTH OPENING HEIGHT OF SPACING ANCHORS Up to and including 4'0" Up to and including 7'0" 6 12" ANCHORS FOR STEEL STUD Up to and including 3'6" Up to and including 7'6" 7 12" OR WOOD STUD WALLS Over 3'6"and Over 7'6"and 8 12" up to and including 4'0" up to and including 8'0" ANCHORS IN Up to and including 4'0" Up to and including 7'6" 4 24" MASONRY W/3/8 EXPANSION SHELL Up to and including 44' Up to and including 8'0" 5 24" ANCHOR BOLT MASONRY"T"OR Up to and including 4'0" Up to and including 8'0" 5 24" WIRE ANCHORS WELDED TO BUILDING Up to and including 4'0" Up to and including 8'0" 4 24" STRUCTURE Y ' HEAD&SILL ANCHORING REQUIREMENTS FOR PAIRS OF DOORS IN 150 PSF THREE&FOUR SIDED DOORFRAMES QUANTITY ANCHOR TYPE OF LOCATION ANCHORS ` ANCHORS 4 located on each side of the centerline of the head FOR STEEL STUD 8 @ 9" , 12", 15", and 18"from the centerline of the head OR WOOD STUD WALLS ANCHORS IN MASONRY W/3/8 2 located on each side of the centerline of the head EXPANSION SHELL ANCHOR BOLT 4 @ 9"and 12"from the centerline of the head t WELDED TO BUILDING STRUCTURE 2 1 each located 9"from the centerline of the head •• • • • •• ••• •• • ••• • ••• ••• • 00 0 • • ••• • • ••• RD0568r5 •:' *Plg! 8 422 Used for 01/17/2012 :*: :•••: : FL11537 . . ... . . . ... ' HOLLOW METAL MULLION ANCHOR REQUIREMENTS FOR VERTICAL HOLLOW METAL MULLIONS IN 60 PSF AND 70 PSF THREE SIDED DOOR FRAMES The head end of mullions shall be anchored using any of'the anchors as indicated below. ANCHOR REQUIREMENTS AT THE HEAD END OF HOLLOW METAL MULLIONS IN THREE SIDED FRAMES ANCHOR TYPE QUANTITY REQUIRED MIN EDGE REQUIRED EMBEDMENT DISTANCE ANCHORS WITH 3/8"LAG SCREW 4 3 1.75" ANCHORS WITH 3/8"EXPANSION SHELL ANCHOR BOLT 2 2.5" 4.00" STEEL STUD ANCHORS WITH FOUR #8 x 1"SHEET METAL SCREWS, 4 N/A 0.328" or#14 x 1"SMS WOOD STUD ANCHORS WITH FOUR #8 x 1"SHEET METAL SCREWS 2 1" 0.528" WELDED TO BUILDING STRUCTURE 2 N/A N/A The sill end of hollow metal mullions shall be anchored using 3/8" lag bolts into southern pine or expansion shell anchors bolts into masonry. ANCHOR REQUIREMENTS AT SILL END OF HOLLOW METAL MULLIONS IN THREE SIDED FRAMES ANCHOR TYPE QUANTITY REQUIRED MIN EDGE REQUIRED Y EMBEDMENT DISTANCE ANCHORS WITH 3/8" LAG SCREW 4 3" 1.75" ANCHORS WITH 3/8" EXPANSION SHELL ANCHOR BOLT 2 2.5" 4.00" j 1 t a X, 12 GA(0.094" MIN) MULLION FOOT CLIP AT SILL END OF THE MULLION NOTE: TWO FOOT CLIPS REQUIRED FOR 3 EXSPANSION SHELL ANCHOR BOLTS INTO MASONRY. •• ••• • • • -• • •• •EdWI f 4t. * LIPS REQUIRED FOR 3/8" •• •.tP;Q:BQtT$tNJJp WOOD. " 1 { • i•• ••• • ••• • 66 0 ••• • • ••• • • F RD0568r5 Page 9 of Tr Used for 01/17/2012 ••• • • 'FL11537 ... . . . ... . . JJ� I , I 4'0" x 7'0' SIDELIGHT FRAME' JAMB ANCHOR REQUIREMENT TABLE FOR 4'0"x 7'0" SIDELIGHT MASONRY"T" ANCHORS W/3/8 LAG ANCHORS W/3/8 OR WIRE OPENING SCREW, STEEL STUD, EXPANSION MAX. ANCHORS MAX. HEIGHT SHELL ANCHOR SPACING OR WEDLED TO SPACING OR WOOD STUD BOLT THE'BULDING STRUCTURE 80"-88" 4 4 22 4 24 SILL ANCHOR REQUIREMETNS FOR 4'0"X 7'0'SIDELIGHT ANCHOR TYPE QUANTITY REQUIRED MIN EDGE REQUIRED EMBEDMENT DISTANCE ANCHORS WITH 3/8" LAG SCREW 2 3" 1.75" ANCHORS WITH 3/8" EXPANSION 2 2.5" 4.00 SHELL ANCHOR BOLT Head anchors are not required for a 4'0" x 7'0" sidelight frame. Mullion requirements for 410" x 7101.sidelights 1.) Mullions must be anchored as described. a 2.) Mullions for 4'0" x 7'0" sidelights do not require-additional reinforcement 3.) Mullions must be face welded. f 54" MAX. t MAX.. P SILL ANCHOR ALTVFVAf€?S • ••+ • 4.0" 1 Z GPUG€ • i i i i MAX, • • • • • • MULLION STIRRUP ANCHOR MULT-�A I,SE ••i �i •i ••• ANCHOR JAMB SUIT MAY ONLY BE USED WITH JAMB DEPTH 4'0"X 7'0"SIDELIGHT FRAME • • ••• • • • • ••• . . . ed for . . . . . '01/17/2012 .. •• .�. •. •� d �. FI�,�1 37 k TRANSOM FRAME WITH 3'0"X 7'0" MAX SINGLE DOOR 1.) See glazing and panel installation information for more details 36"MAX r ' r 122" MAX. F � F r t JAMB ANCHOR REQUIREMENT TABLE-TRANSOM FRAME with SINGLE DOOR MASONRY"T" ANCHORS W/3/8" ANCHORS W/3/8 OR WIRE OPENING LAG SCREW, STEEL MAX. ANCHORS, OR MAX. HEIGHT STUD, OR WOOD EXPANSION SPACING WELDED TO SPACING STUD SHELL BUILDING STRUCTURE 90" 5 4 22 4 24 92"-96" 5 5 22 4 '24 F 98"-104" 6 6 22 5 24 106"-126" 6 6 22 5 24 There are no head anchors required for a single transom frame. Mullion Requirements for Single Imnsom lrrama . . .. 1.) Mullions for single transoAfranais d'a nptxeW* *re,additional reinforcement 2.) Mullions must be face welded.•• •: •' : : ..' • ... . • ••• . . RD0568r5 •:• pag e:12 df 27' ; Used for ... • . . . . 01/17/2012 ..•. •. FL 115 3 7 . .. .. . . . .. .. ... . . . ... . . a 4; TRANSOM FRAME WITH 3'0" WIDE SINGLE 6'0" WIDE MAX PAIR OF DOORS s 1.) Anchors required in the head of a transom frame greater than 4'0" in width. 2.) Transom may be arched. 3.) 10 gauge C Channels required in-mullions over 3 feet in length 4.) See glazing and panel installation information for additional details 72"MAX 36"Max ' =// /a 126" 96" MAX MAX k ' JAMB ANCHOR REQUIREMENT TABLE—TRANSOM FRAME with SINGLE DOOR or PAIRS of DOORS MASONRY"T" ANCHORS W/3/8" OR WIRE ANCHORS W/3/8 OPENING HEIGHT LAG SCREW, STEEL EXPANSION MAX. ANCHORS, MAX. SPACING STUD, OR WOOD SHELL BOLT SPACING OR WELDED STUD TO BUILDING STRUCTURE" 90" 5 4 22 4 24 92"—96" 5 5 22 4 24 98"—104" 6 6 22 5 24 106"—126" 6 6 22 5 24 i ANCHOR REQUIREMENT TABLE AT TRANSOM MULLION CONNECTION TO JAMBS IN ADDITION TO JAMB ANCHORS ABOVE QUANTITY ANCHOR TYPE REQUIRED LOCATION PER JAMB ANCHORS W/3/8" LAG SCREW, STEEL STUD, AT 2"ANDA"ABOVE AND AT WOOD STUD, or ANCHORS WITH 3/8" 4 2"AND 4"BELOW MULLION EXPANIOSN SHELL BOLT ANCHORS WITH 3/8" EXPANIOSN SHELL BOLT 2 AT 2"ABOVE AND 2"BELOW MULLION .. . . . . . ... .. HEAD ANCHOR REQUIREMENT TAB61i-if jASk;FR+E F-LeAD WITH PAIR OF DOORS . . . . ANCHOR TYPE DISTANCE FROM END SPACING OF THE HEAD ANCHORS W/3/8"LAG SCREW, STEEL STr1D, • • • WOOD STUD, or ANCHORS WITH 3/8: : .• :2"• •• 14"ON CENTER MAX EXPANIOSN SHELL BOLT ese ..: •: •: ••� WELDED TO THE BUILDING STRUCTURE 3" 30"ON CENTER MAX RD6568r5 Page 12 M1: : : Used for 01/17/2012 :6: • • F L 11537 .. .. . . . .. .. . . . ... . . . ... WINDOW FRAMES f f JAMB ANCHOR REQUIREMENT TABLE MASONRY"T" ANCHORS W/3/8"LAG ANCHORS W/3/8 OR WIRE OPENING SCREW, STEEL STUD, EXPANSION MAX. ANCHORS, MAX. ( HEIGHT SPACING OR WELDED SPACING OR WOOD STUD SHELL BOLT TO BUILDING f STRUCTURE 7 80"-88" 4 4 24 4 24 90" 5 4 24 4 24 92"-96" ,.5, 5 24 4 24 98"- 104" 6 6 24 5 24 106"-126" 6 6 24 5 24 0 Head and sill anchor requirements for Window Frames HEAD AND SILL ANCHOR LOCATIONS FOR 3/8"LAG BOLTS HEAD AND SILL ANCHOR LOCATIONS 3/8"EXPANSION SHELL BOLTS,DROP IN CONCRETE ANCHORS FOR FRAMES WELDED i WOOD STUD ANCHORS,AND STEEL STUD ANCHORS TO THE BULDING STRUCTURE + 36" 36" MAX 94., MAX 94„ , MAX MAX E l r � i 16" MAX 3" MAX 6- TWO ANCHORS REQUIRED AT TWO ANCHORS REQUIRED AT BASE OF BASE OF MULLIONS ADJACENT MULLIONS ADJACENT TO DOORS TO DOORS i • •• • • • • ••• • • ••• ••• • ••• • RD0568r5 ':' Vag$13 ofUsed for 01/17/2012 ••• • • F L 1'1537 f Frame Construction Corner Details—Three-sided and Four sided Frames l,) Three sided door frames may be KD or Face welded 2.) Four sided door frames and transom frames must be face welded " KD CORNER t 4 KD CORNER 1 4 0 0 FACE WELDED FACE WELDED KD CORNER KD CORNER O O FACE WELDED CORNER :06 000 • ••• • • • • •• • •• • • • •• ••• •• • • •• • • • • .• • •• •• • • • ••• • • ••• RD0568r5 Page 14 (IC 21: : : •:• Used for 01/17/2012 • . .•. • • • F L 115 3 7 .. •• . 000 .• •• . Frame_Construction& Mullion Details—Three and Four Sided Door Frames and Transom Frames 1.) Mullions must be face welded 2.) Mullions over 3' in length require 10 gauge "C" channels. 3.) Mullions must run through heads, sills, or jambs and be reinforced with 10 Ga. (0:126") "C"channels if greater than.3' in length. 4.) "C"channels to be installed at the factory. FRAME FACE CONTINUOUSLY WELDED P 3/4"LEG OF"C"CHANNELS FULLY WELDED TO FRAME C-CHANNELS I AT FACTORY CONTINUOUSLY WELDED AT FACTORY ON y BOTH ENDS AT SEAMS t ! DOOR FRAME WITH F VERTICAL HOLLOW METAL MULLION F 1 + 10 Ga."C"CHANNELS 37"MIN 118"MAX FRAME WITH HORIZONTAL "C"CHANNEL MULLION FOR TRANSOM p OVER 3'0" WIDE II 0.75- C-CHANNELS REQUIRED PROFILE WIDTH -114" t FRAME WITH HORIZONTAL MILLION FOR TRANSOM 37 WIDE AND SAMLLER. C-CHANNELS NOT REQUIRED I Frame Splice Ve s I f + 16.87% • i i ; • VFELDjAjES,GRIND • • • SMO H ND PAINT • • •• • • • • • • • 14 GA.(.067"MI�Jl� RD0568r5 Page 15 ; Used for 01/17/2012 ••• • . . . FL 11537 ... . . . ... . . GLAZING& PANEL INFORMATION Glass may be installed on either side of the fixed stop. 1-3/4" Steel door panels must be installed on the exterior side of the fixed stop and sealed with silicone or other sealant around the perimeter of the panel. GLASSLAM LAMINATED CURRIES MODEL 747 CURRIES MODEL 707 OR GLASS PANEL 707 CURRIESTAIN PANEL 0.472" 0.1875" 0.097" c -T I )62 0.50" /JF[1 .................... DOW CORNING 995 SILICONE 74 10 GA. "C"CHANNELS E . ... . . . . .. . .. . . . .. ... .. . . ... . . ... RD0568r5 Page 10 dt21: : : : •:• y Used for 01/17/2012 • ' FL11537 t Panel installation 3" 12"MAX Fj i 3" ; a r WELD LOCATIONS FOR CURRIES MODEL 707, CURRIESTAIN MODEL 707, AND CURRIES MODEL 747 FLUSH PANELS WELD PANEL TO FRAME WITH%4'x%2" LONG FILLET WELDS USING E6018 ELECTRODES @ OC SPACING. F MAXIMUM DAYLIGHT OPENING SIZE 36"X 72 PANEL WELD I i t } Note: CURRIES Type 2 or Type 3 vision light kit or r Markar WLV60.Louver may be installed in panels. 20 gauge surround channel is required. Maximum size is 24" x 60". Glazing and Louvers 1) Curries Type 2 and Type 3 Vision Light Kit may be installed in panels. 2) Markar WLV60 or Pemko LV-WS Louver may installed in panels. 3) Surround Channel—Minimum 20 gauge (0.032") { GLASSLAM GLAZING INSTRUCTIONS—FRAMES 0.472" CAP 0.097" BEAD GLASSLAM LAMINATED #8 X 1-2"OVAL HEAD ' GLASS ASSEMBLY TEK SCREW • • • GLASS X 1/2"CLOSED •. •: STOP CELL FOAM TAPE •• ••• ` 0.50" 0.625" r RD0568r5 DO)Ut 337 Used for 995$ILVQNF- ;•; 01/17/2012 FL 11537 Glasslam Glass Glazing Instructions—Frames—cont'd 1.)Before removing the removable stops, using a pencil mark alignment marks on the stops and the frame 2.) Unscrew the #8-1-/2" Oval head TEK screws from the removable stops and remove the stops. 3.) Wipe the fixed stop clean and then apply the closed cell foam tape to the fixed stop. 4.) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. Steps 5- may require the assistance of another person to help hold the Glasslam in place. 5.) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 6.)Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 7.)Adjust the Glasslam assembly, as necessary, to center the assembly in the opening. 8.) If the release is plastic, grasp the free end of the plastic release,while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. Press the Glasslam against the foam tape. 9.) Insert a putty knife between the PET flap and the frame rabbet. Using the putty knife pull the PET flap up and off the frame rabbet. 10.) While holding the PET flap back away from the frame rabbet with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the frame rabbet. IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with frame rabbet. 11.) Slowly move the putty knife around the door ahead of the caulking gun and apply the silicone around the entire opening between the PET flap and the door rabbet. 12.)Apply 1/8" x 1/2" closed cell foam tape to the removable stop. 13.) If there is plastic release on the foam glazing tape,pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stops against the Glasslam. , 14.) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 15.) Using the-alignment marks, position the removable glass stops against the glass. If stops are too tight lightly grind the end of stop for additional clearance 16.) Install and tighten the#8 x 1-1/2" Oval Head TEK screws in the removable stops. Be careful not to over tighten. 17.) If the release is plastic grasp the free end of the plastic release tape and slowly pull the plastic release off the foam tape. 18.) Trim the PET flap as needed. 19.) Using the D6w Corning 995 silicone or other high quality silicone, apply a small cap bead over the closed cell foam tape. .. ... . . . . .. . . .. . . . .. ... .. . . ... . . ... RD0568r5 Page 1$ 6921: : : •:• Used for 01/17/2012 •�� FL11537 . . ... . . . ... a } GLASSLAM GLAZING INSTRUCTIONS —VISION LIGHT HITS IN 1-3/4" PANELS 0.625" 1/8"X 1/2"CLOSED CELL 0.625" GLAZING BY OTHERS 0.472" FOAM GLAZING TAPE 0.472" 1/8"X 1/2"CLOSED CELL FOAM 0,1875• SED ON FIXED AND i 0.1875" GLAZING TAPE USED ON FIXEDREMOVABLE STOPS4 0.097" AND REMOVABLE STOPS 0.097' CAP GLASSLAM(NEBULA GLASS) BEAD LAMINATED GLASS ASSEMBLY CAP #6 X 1-1/4"OVAL HEAD TEK SCREW BEAD #6 X 1-1/4"OVAL HEAD TEK SCREW PET FLAP .500" PET FLAP GLAZING GLASS STOP, GLASS STOP SHIMS ZKAS NEEDED DOW CORNING 99 DOW CORNING 99 STRUCTURAL SILICONE STRUCTURAL SILICONE Curries Type 2 Vision Light Kit Curries Type 3 Vision Light Kit I 1. 1) Before removing the removable stops, check to be sure there are screws in every hole. Pre- drill holes with a#36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the #6 x 1-1/4" ovathead TEK-screws from the removable stops and remove the removable stops. Keep the screws: 4) Apply 1/8"x 1/2" closed cell foam glazing tape to the fixed stop. 5) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so itcan be grasped after placing the Glasslam on the unexposed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before,glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 7) Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 8) Adjust the Glasslam assembly, as necessary,io center the assembly in the vision light kit. 9) If the-release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10)Trim the PET flap so it is flush with the door face. 11)Take a putty knife and insert it between the PET flap and the edge of the cutout in the door. Using the putty knife pull the PET flap away from the cutout in the door. 12)While holding the PET flap back away from the cutout with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the steel in the cutout of the door. d i IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with the steel around the cutout in the door. • • 13)Slowly move the putty knife aroMid the 21doMeatLof the caulking gun and apply y the 995 silicone around the entire cutout in the door teWeen the PET flap and the steel in the cut out around the door. . + . ... ... . ... . . .. • • . .. . . ... . . ... . . i RD0568r5 Used for 01/17/2012 FL 11537 . . GLASSLAM GLAZING INSTRUCTIONS—VISION LIGHT HITS IN 1-3/4" PANELS—CONT'D 14)Apply 1/8" x 1/2" closed cell foam glazing tape to the removable stop. 15)If there is plastic release on the foam glazing tape,pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 16)If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 17)Using the alignment marks,position the removable stops against the Glasslam. 18)Install and tighten the#6 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten., 19)If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 20)Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. Hinges 1) Any,Steel Door Institute (SDI) Member hinge spacing is permitted. 2) Minimum hinge size is 4-1/2" x 4-1/2" Std. Wt. unless otherwise noted. 3) McKinney HG305, MCK-12 HD, MCK-14HD, MCK-25HD; Markar FMI00, FM200, FM300, FM3500, FM100, or FM1111; Pemko CFMSLF-HD continuous hinges are permitted. 4) Approved continuous hinges and pivots are allowed. 5) Install butt hinges,,continuous hinges, and pivots in accordance with manufacturer's instructions. Locks 1) Any SDI Member lock locations are permitted. a 2) Install latching hardware in accordance with manufacturers installation instructions 3.) 1" diameter preparations for door position switches are permitted. 4.) Door position switches that fit in a cutout measuring 1.25" x 4.875" may be used in single 390" x 7'0" doors rated 60 psf or less. 5.)i Securitron EPT, EPTL, and CEPT and Von Duprin EPT 2 and EPT 10 power transfers may be used., 6.) Magnetic locks may be used in addition to the required latching hardware 6 • ••• • • • • •• • • ••• • ••• ••• • • • •• • •• •• • • • ••• • • ••• RD0568r5 Page 2p 6f21: : : •:• Used for 01/17/2012 FL11537 . . ... . . . ... r r Thresholds and Weather-strip ' 1.) Thresholds } McKinney Products Part Nos. MCK177, MCK181, MCK2005 National Guard PartNos. 803, 804, 896, 8315 Per ko Part Nos. 177, 181, 2005 2.) Weather-Strips McKinney Products Part Nos. MCKS88, MCK303 (Use MCK303 with continuous hinges) National Guard Part Nos. 160, 5050 (Use 160 with continuous hinges) Pemko Part Nos. S88, 303 (Use 303 with continuous hinges) t Threshold Installation #10 x 1-1/2"WOOD SCREW OR 12" OC TYP 3/16"X1-1/4"TAP CON t # 5.25" I . TYPICAL THRESHOLD MOUNTING DETAIL r THRESHOLD s NOTE:,1/8"CLEARANCE BETWEEN THE BOTTOM OF THE DOOR AND THE THRESHOLD IS " TYPICAL } Test Protocols Used 1) ANSI A250.13 Testing and Rating of Severe Windstorm Resistant Components for Swinging Door Assemblies j 2)' ASTM E330 Standard Test Method for Structural Performance of Exterior Windows, Curtain { Walls,and Doors by Uniform Static Air Pressure Difference 3) ASTM E1886 Standard Test Method for Performance of Exterior Windows, Curtain Walls,Doors, and Storm Shutters Impacted by Missile(s)and Exposed to Cyclic Pressure Differentials 4) ASTM E1996 Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 5) TAS 201-94, Impact Test Procedures 6) TAS 202-94, Criteria for Testing Impact and Non-Impact Resistant Building Envelope Components 1 . •• • • . . . .. Using Uniform Static Air Pr(:ssure. ; ••� 7) TAS 203-94, Criteria For Tesdi g PV:jc:s$utjC o Cyclic Wind Pressure Loading r 0:0 000 • • • • • • 00 • r. a R605686 •.• Pag j 2: pf!V ; Used for 01/17/2012 • ••• • FL11537 HARVARD-JOLLY ARCHITECTURE LETTER OF TRANS I L . PAGE 1 OF 1 DATE: September 27, 20 T NAME: Barry University- Fine Arts Quadrangle TO: Skanska Attn:Vincent Collins HJ PROJECT NO.: 14160.02 Jesus Suarez OWNER'S PROJECT NO.: WE ARE: ® Sending ❑ Returning ❑ Under Separate Cover VIA: ❑ 1St Class Mail ®'E-Mail ❑ Courier FOR YOUR: ❑ Checking &Approval ❑ Signature ® Use/Files MARKED: ❑ No Exception ® Exceptions ® Resubmit THE FOLLOWING: ❑ Prints ❑Supplemental Instruction ❑ CCD ❑ Original Tracings ❑ Proposal Request ® Shop Drawings El Change Order El Other NO. COPIES ITEM DESCRIPTION 1 Submittal#085113-001-0—Aluminum Storefront Window Shop Drawings 1 = Submittal#085113-002-0—Aluminum Storefront Windows NOA t f f t t i{ i COMMENTS: Attached, please find one (1) copy of Submittal #085113-001-0 — Aluminum Storefront Window Shop Drawings and#015113-002-0—Aluminum Storefront Windows NOA reviewed for your use and files. If you have any questions, please contact us. Thank you. NSHOP DRAWING REVIEW The Consultant has reviewed and/or taken other appropriate'action on the Contractors submittals,but only for the limited purpose of checking for conformance with the design Concept and the information shown in the Construction Documents.This review has not included review of the accuracy or completeness of details,such as quantities,dimensions,weights or gauges,fabrication processes,construction means or methods,coordination of the work with other trades or construction safety precautions,all of which are the sole responsibility of the Contractor.Review of a specific item shall not indicate that the Consultant has reviewed the entire assembly of which the item is a component.The Consultant shall not be responsible for any deviations from the Construction Documents not brought to the attention of the Consultant in writing by the Contractor. COPYRIGHT NOTICE All documents and electronic files are protected under Title 17 of the United States Code-Copyright Law of the United States,and all subsequent amendments.In accepting and utilizing any drawings or other data by Harvard Jolly,Inc.(HJ),the user covenants and agrees that all such drawings and data are instruments of service of HJ,who shall be deemed the author of the drawings and data,and shall retain all common law,statutory law and other rights,Including copyrights.Any defects the user discovers will be reported to HJ.The user further agrees not to use these drawings and data,in whole or in part,for any purpose or project other than the project for which they are rendered nor to transfer copies of such drawings as data to any other party without prior consent of HJ.The user agrees to waive all ciairRsega�N4 reRultlNg In ally wayWroreany c0ages or reuse of the drawings and data.In addition,the user agrees,to the fullest extent permitted by law,to indemnify and hold harmless many dam e,Rabll oncost in&udi rdhsonable attorneys'fees and costs of defense,arising from V JI reuse of the drawings and data.Under no circumstances shall transfer of the drawin sand othge�i; strO s o=se ce L e �e user be deemed a sale,and HJ makes no warranties, either express or implied,of merchantability and fitness for any particular purpose.Althoug6these f s a�bliev�tq�e$y anyy,wnp orother defect that might affect any computer system, it is the responsibility of the recipient to ensure that it is virus free and no responslblllq i%accepited Illy HJ forlillamagps an%ng IS aryl Way from its use. • ••• ••• • ••• • BY: Debbie Wilkinson, Project Architect ••• M Jay'Ang&l, Sheli Romer, Barry Univ. ... . . . . ... . . . .. .. . . • •• •• ... . . . ... . . 2047 VISTA PARKWAY, SUITE 100 1 WEST PALM BEACH, FL 33411 1 T. 561.478.4457 1 F. 561.478.4102 1 www.HARVAROJOLLY.com- I AA0000119 FORT MYERS 1 JACKSONVILLE I ORLANDO I ST. PETERSBURG I SARASOTA I TALLAHASSEE I TAMPA I WEST PALM BEACH T J F-. • r e, e; 'F S K A N 250 K ASUBMITTAL TRANSMITTAL PROJECT NAME: Barry University Fine Arts Quadrangle Date: 1 9/23/2016 PROJECT NUMBER: 2315608-000 Reference Number:' `; '' 0006 Description Aluminum Storefront Windows Submittal Package No 85113-001 -0 Transmitted For Due Date Delivered Via Tracking Number Package Action Reviewed as Noted Transmitted To: Transmitted By: Debbie Wilkinson Wilkinso Vincent Collins Harvard Jolly Inc. Skanska USA Building Inc. 2047 Vista Parkway, 1.815 Griffin Road Suite 100 Suite 204 West Palm Beach,FL 33411 Dania Beach,FL 33004 Tet 561.478.4457 Tet 954-920-5167 Fax:954-927-4671 Qty Spec Section Register No Type Item Description Item Action 3 085113 085113-001-0 Drawing Shop Drawing(3 copies) 1 085113 085113-002-0 Miami-Dade county NOA 085113 085113-003-0 Trulite Detall book(3000 Impact Wall Series). Cc: Company Name Contact Name Copies I Notes Remarks Please find enclosed hard copies ofthe.shop drawings and the technical data for.the aluminum.storefront windows far yor information and review. Shouold there be any euestions or concerns please contact this office to discuss. Thank you, S ..N5KA Vincent d fY i 'r3na (• O HARVARD JOLLY, INC Submittal No 2047 VIS a Parkway,Suite 100 West Palm Beach,FL 33411 (5611478.4457 Revkwedwlthno Excrpllonstaken ❑ n Reviewed as Noted: T '; Date Number Dale Number C.Ople9 'Resubmt1tal Reviewed for Approval: RecId.9 23-16 copif?s ELEC tzel'd Q9/26/16 PAK ❑ y , Reno,d copy: O Yo Exceptions Resubmit Partial Reslib it This Submittal has been revitwtothe general contormityto A the project requirements and contract documents The CBPtlogS Other Skanska reviewer does not warrant or certify that the Review f this shopdrawing is for general conformance with design concept R{t Information on ft suisons l it accurate all complete.N is 9 g 9 P the subcontractor's resporsssbRHy to verify all requirements general acimptlimce with the contract documents. Quantities and dimenstcn of of the contract documents,including material quantitks, material nvdiv_ed have not been reviewed. The contractor's attention is dlrec ed are meL By submission it is assumed the subcontractor has to the G nt►rdl Conditions of e' full'lledthese contractual duties Intheir entirety.Reviewof E IV E D this submittal in no way relieves the contractor of his duty 1'lit W comply with all the requirements of the contract documents, appllcabte building codes, and governing SEP 2 3.2016'; r HARVARD JOLLY,INt. " •�prme �wf l ,r. Proect N¢ All windows currently submitted drd a roved Swittl minot y comments. Separately, please sty rnityvindgV.etyUp "R Elm';, Signed Date with integrated louver design per attached mark-ups. Page 1 Coordinate wl Structural design of fabrigated 4tepl,tube designs. NOTE: Comments reflect windows hbrAitted fo; . . . . . . . . . . Phase 1 only. ... .' ' ' 0 0 " ' . . ... I t aim aim �3! c \ + I W r O' Yz \ } I W V o0 o W p cA Pi o mT. 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O 8T- W \\ ••••� I •• •• 0000 •••i.=�� • • •• 1 I 69 J 14 al+ •• 0000• 1 • •• 1 • �.� id � i4 aim DLO • 712 •••••� • 0• 00 DLO •• ••• • • O/A FRAME HEIGHT 0000• • • ••••dre •�.•fyoy ••'e 0•• O/AFWAME HEIGHT L••• •'•nCnQ • 0000 of A:•o 0000•• f it ••.•.• w Oii • • •• ,0000 • • 00000 of o Thomas M.Kelaher Professional Glass&Mirror 69 A PZ a BARRY UNIVERSITY — FINE ARTS QUAD Flo�da P E�40159 Fl 3i EXTERIOR STOREFRONT GLAZING 1830 NIP 10th St Ste 13, 1108 S.E. 14 TERR. - Pompano Beach, Fl. 33069 Deerfield Beach, Fl. 33441 z POMPANO BEACH, FLORIDA Phone a (g54) 275-8490 Phone • (954) 360-0173 y C I Fax • (954) 360-0173 toR m { 1 >v-1 00 Cc rn r oz C3 -• -- C w v �C D O r ov m Z W } > 0> u m �\ v 1700 10 UP 0 �� ID O O O « O �^ m ------------ rnC • • • 00022: 9999 a'O DLO O No' 9999•• 0 • • • • 5: I 9999•• K 9999•• • • • • 75 Inc) •• • �•�••� O/AFRAME HEIGHT > ;Z 9999•• • •• •• Z$ 9999•• • • ;v 9999•• 9999 • • 9999•• m • • •• •• 9999 W • • i • •• 99990• (no . .9999 `i IV vAv z • • • 9999•• ( moo ap 9999•• i( • •••••i 9999•• >m m v Z + I 000000 90000• ••• • o^m W0 :� ` 0 apl(JI / •AOM O y > I z 0900 CD 0 0 0 / h O D 1 o�C f M 00�ro L �vvC W xl O ; r o A 7L NCO v C A it C= i p / p -Oi O D c + I co BO O O mei rl �.1 m -- ---------- a N � � n lu + I �` n W _� J Do o w b 00 > C4 o p min o w z -��- 00 } o > j1� 272 1� T Ihhh�l DLO D + 25 4 M O/A F �. FRAME HEIGHT m x CIO Q •a C'•. cn W 1 ' W I I O I I LN I I v— r I ° v) z r � � 42,. ...... .... . . / II • • • • 6 '�i D I 1 0 • • • • •• I^ r I 1 O *0000: • •0:0•• 4 L i i t C O • • • 0::::*••• • • ` C3 I 1 • • • • [G 0 9999• •• •• 9999 �e o _ • _ 999• m 9 •9• • • 999•• 6•••6• • ,+.� X ...... .. .. C 0 9 v $ C ••• • •• •• SL p r • 9999•• • • '�[ r •tooANaui �• • 0 9 0 6•• Z j i o 77�• .......... '.• 9999•• M L4 � � � D\ I I .� Q . • O r- > F n 1 , • @. TT • •• z 1- • • • D 000 go Professional Glass&Mirror Thomas M.Kelaher PE. Z a 5 0 z �_ BARRY UNIVERSITY — FINE ARTS QUAD Florida P.E. 40159 TP F1 1930 NTf 18th St Ste 13, 1108 S.E. 14 TERR. N EXTERIOR STOREFRONT GLAZING . Pompano Beach, R. 33089 Deerfield Beach, Fl. 33441 z o �` P O MP AN O BEACH, FL O RID A Phone • (954) 275-9490 Phone • (954) 360-9628 Y y w 0 1 ' Fox • (954) 360-0173 I / I i r MIAMI,. DDE MIAMI-DADS COUNTY ls1'1ti�LLt PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmiamidsdgX. ov/economy Trulite Glass&Aluminum Solutions,LLC 800 Fairway Drive, Suite 200 Deerfield Beach,FL 33441 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). . This NOA shall not be valid after the expiration date stated below.The Miami=Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes.. If this product or material fails to perform in the accepted manner, the manufacturer will'incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series`t3000-Resistor"Aluminum Storefront/Window Wall System—L.M.I. APPROVAL DOCUMENT:Drawing No.AD11-20,titled"Resistor 3000 Aluminum Storefront Wall- LMI", sheets 1 through 11 of 11,dated 09/22/11, with revision#2 dated 02/06/15,prepared by MCY Engineering,Inc.,signed and sealed by Yiping Wang,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County i Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAUNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County; Florida, and followed by the expiration date may be'disRkayed-in.et iks.ii-giit wAure. If any portion of the NOA is displayed,then it shall be done in its entirety'. .: ,•: : : :,: • INSPECTION: A copy of this entire NCrA*shali i e*9prvv1ded:taAe user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.14-0203.01 and carosts atthij pkge 1•lmd evidence pages E-1,E-2 and E-3, as well as approval document mentioned above" The submitted documentation:was reviewe6by WanuelTehe4 P.E.:* NOA No. 15-0619.01 unE+eoutarr Expiration Date: March 18,2019 • •• •• .. �. Approval Date: December 24 2015 y1all, Page 1 Trulite Glass&Aluminum Solations,LLC NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1211.08) 2. Drawing No AD1I 20,Sheets 1 through 11 of 11,titled"Resistor 3000 Aluminum Storefront Wall-LMI", dated 09/22/11,with revision#2 dated 02/16/15,prepared by MCY Engineering,Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Unifoim Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series 3000/L-3000 aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5893, dated 04/02/09, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA#09-1110.03) 2. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 3000/L-3000 aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-5416,dated 11/15/07;signed and sealed by Michael Wenzel, P.E. (Submitted under NOA#09-0122.06) 3. Test reports on Safety Glazing Materials per ANSI 297.1-1984 and CPSC 16 CFR 1201 of a series 3000/L-3000 aluminum window wall system,prepared by Fenestration Testing Laboratory,Lic., Test Report No.FTL-5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. (Submitted under NOA# 09-4122.06) . , 4. Test reports on: 1)Uniform Static Air Pressure Test per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with.marke.c-up.dgawing$Euj'irlstjtllation diagram of an aluminum storefront system,prepared bit&rles1r&i3a`Tdsting Laboratory,Test Report No. FTL-3398, dated 12/10/03,sigaeri,4�;W**.V( 1;ndo J.Largaespada, P.E. (Submitted under NOA#03-1211.08) • ••• • ••• ••• • ... ..• MAW ere ,P.E. Product Contr E miner • •.. . •.• NOA No.15.0619.01 • ' ' ' Expiration Date: March 18,2019 Approval Date: December 24 2015 Trulite Glass &AluminumSolutions,LLC Nf1TICE.OT.AC+CEPTANczyiDENcE:SUBMITTED B. TESTS(CONTaN=) 5. Test reports on: 1)Uniform Static Air Pressure Test per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc.Test Report No.FTL-3363, dated 04/24/03,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted underNOA#03121L08) 6. Test reports on: 1)Large.Missile Impact Test PA 201-94 2) Cyclic Loading Test,per SFBC PA 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL-3326, dated 01/09/02, signed and sealed by Luis Antonio Figueredo,P.E. (Submitted under NOA#03-121L 08) 7. Test reports on: 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 3)Water Resistance Test,per SFBC.PA 202-94 4)Large Missile Impact Test per SFBC,PA 201-94 5)Cyclic Wind Pressure Loading per SFBC,PA 203-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.Test Report No.FTL-1010, dated 10/25/94,signed and sealed by Yamil Gerardo Kuri,P.E. (Submitted under NOA#031211.08) S. Test reports on; 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 3)Water Resistance Test,per SFBC,PA 202-94 along with marked-up drawings and installation diagram of an aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc.Test Report No. FTL 2221, dated Dec. 9, 1998,signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA#03-1211.08) C. CALCULA'T`IONS 1. Anchor verification calculations and structural analysis, complying with FEC Sib Edition (2014),dated 06/05/15,prepared by MCY Engineering,Inc., signed and sealed by Yiping Wang,P.E. 2. Glazing complies'1v1th:0'f Aj%130P-Q9• . .. . . . . ... . .. ... .. . . . .. 0 00 • . . • • • • • • • • • • Manuel rez .E. ••• ••• Product Control E 'ner NOA No. 0619.01 ••• ••• Expiration Date: March is,2019 • ••• Approval Date: December 24 2015 . . . . . . . . . . Trulite.Glass&Aluminum.Solutions,LLC NU'I'1<CE OF ACCEPTANEi EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Znterlayers"dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0423.16 issued.to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color GIass Interlayers"dated 06/19/14, expiring on 04/14118. 3. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers" dated 06/25/15, expiring on .07104/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition(2014),dated June 05,2015,issued by MCY Engineering,Inc.,signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest,dated June 05,2015, issued by MCY Engineering,Inc., signed and sealed by Yiping Wang,P.E. G. OTHERS 1. Notice of Acceptance No. 14-0203.01, issued to Trulite Glass&Aluminum Solutions, LLC for their Series "3000 Resistor"Aluminum Storefront/Window Wall System— L.M.I., approved on 03/20/14 and expiring on 03/18/19. .. . . . .. ... .. • Manu Pe ez,P.E. Product Cont 61 aminer NOA No.15.0619.01 •:• : : : : •Zxpirstion Date: March 18,2019 approval Date: December 24 2015 114 OPG.WIDTH DL OPG,NBTVH 0,4.01'6 WIDTH D.L OPO, v �� �� SEE SLEET SEE SHEEP 3 SEE 'Ef 3 5m5HTET'3 �-� �� i� ^�. eualAvwW.lnataeam '— 600 FAIRWAY DRIVE,SWA 200 � � / /; DEERFIELD BEACH.FL 39411 67 i/.�i s:lwo:+ualntr_�shn4:leea < PRODUGh Resistor W 3 3000 ALUMINUM STOREFRONT WALL-NMI IL 1p t H m 6' G� G %MTO—P m *Resistor t2 q W m 1,W� rnooUCT a-Rnfla 'KLAN DOE/RENAR" ty o I g R vm614.1.4/UP.OATE TO 2010 FIC R/v.2 2.06,16/UPDATE TD 2014 TBC Qp w� m' El EE. J.WI7ENNLS. •• OYoWINEERING,INC1�'o. - -i M2IHO CONSULTANT•••••• •• 6501&W 1247HAVE.VF-200A • MIAMI,FL 37166••••• •••• � .4'1AAX,IYP, _ / 4'MAX.IYP:� � 2'l�AX.,TI`1' �. 4'iAATL'TYP. , • • •• P. )2T1.ON7 n.1 • ,AT CORNr'7i'+ AT CORNDtS .AT Oi)RNERS •••• •• "•�•• tANCHORS TYPE A B OR C ANCHORS TYPE M B OR C •ANCHORS TYPE A B OR C r AHNOFIORS TYPE A B ort c 2,3 OR 4 IWAB• SCAMP:'"• •••• Z,3AT .2.3 Oft 4 AT EACH SIDE OF MALL 2,7 OM 4,A7 EACH SIDE OT MULL SEE SHELT>I• • • ••1. SEE SHEET a ��f1F1•:f5 6 B •• •• vp ?fy,- r .••• 1MFWACT WALL 3000/1x3000 ALUMHAIM WINDOW'VWAALL SYSTEU. TYPICAL ELEVAnONS •••••• • W ISSI& 1. •• ,mlim "ctmT �A� r'„ • •a A• f 1f 1 � WINDOW WALL SYSTEM IS RATED FOR LARGE&SMALL MISSILE IMPACT. • • • SHUTTERS ARE NOT REQUIRED. • • • �,/ / ••s f Ni'• •• • •. r. •_y{, • THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DARE • •- COUNTY APPROVED ENTRANCE DOORS. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: " bit 0 2015 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. _ \ REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITIONDETERMINE PRODUCT COMROL APPROVAL" INCLUDING HIGH VELOCITY HURRICANE ZONE M IZ). STFp t WINDESIGN WIND LOAD REQUIREMENT BASED ON WINO VEfDCIIY,B11f0,HEIGHT,WINO TONE ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10,MULYIPLY BY 0.6, USING APPLICABLE ASCE 7 STANDARD. SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD W THE DOCUMENT. � SEE CHARTS ON SHEET 3 FOR DESIGN LOAD PRODUCT REVISED "annplyyu1{wm 16t Flow CAPACITY OF DESIRED LASS SIZE. 0101dN 316 a WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURESTEP 3CHECK MUUION CAPACITY FOR A GRAN SPADING AND AciF I, No -0b [. ' HEIGHT USING CHARTS ON SHEET 4 YHRU 7 D jIg111 PAM [++ ANCHORS SHALL BE AS LISTED, SPACED'AS SHOWN ON DETAILS,ANCHORS THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. - EMBEDMENT TO BASE MATERIAL.SHALL VE BEYOND WALL DRESSING OR STUCCO. p USING CHART ON SHEET'a SELECT ANCHOR OPTION By ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS WITH DESIGN RA71NG MORE THAN DESIGN LOAD SPECIFIED MJNt ARE NOT PART OF THIS APPROVAL, IN STEP I ABOVE. A.LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 5 �LOWEST VALUER ESULAiTNiG FROM T STEPS 2.3 'PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.7.,' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREINS,THAT COME INTO DRAWN:S.L. DRAWING No: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION AS APPLICABLE. DAM 0-22-11 1 OF 'II OTO:A011-20 DLO D.LO. WIDTH 1/4'HEAT STREWD CLASS 1/4'HEAT STREWD CLASS 1'/^I"HEAT STREN'D"S *Trus-site F� •vtiwra�Lui+wDy oLata»aR cc@, .0.0130'SAFLEX CLASS INTERLAYER 0..100"SAFLEX HP INTERLAYER 0.000'KURARAY SENTRYGIAS,OY'EA57MUI CHEMICAL COMPARV INTERLAYER BY KURARAY BY'ASTMAN CHEMICAL.COMPANY AMERICA,IHC � WO FAIRWAY DRIVE.CAN 2DO OEERFIELDBEACH,FL33441 Ile HEAT SRtEN'D CLASS 1/4'HEAT STREWD CLASS > 1/4'HEAT STREWD GLASS a 00�'��'•toslr. -724 M PRODUCT: � Resistor D.L.O.wiDTH D.L.O.WIO L . ?_ = 3000 ALUMINUM STgRq WALL LMT :•aFtesistor • 1•• ,D,1 .i 'L .) O O o • • • w. ci. 0 0 & 0 • •••• !T�A r3.14-14/11PDAIIE" REMMKS • . .. J .. ttl' / 10.. TD • •• 11060aW UPDATE T 4 FBG O.L 'D1.O. WIDTH GLASS TVP}'i. 'A' SASS TYPE 'B' Gi.ARS?YPF. C •••••• • • •••• F>IGIrIEFjRa • M [ 1 ( Gi A77NG 01YUON$ MCY SNGINEERINI INC. •••••• 9/1B'OVERALL tAA1DNTED cuss . GuzwacoNsulrnrrr Ya t7 • 4MLA�6�15'fTHAVE •• • • jAVJ11,FL 33103 • • • • P:(305)271-0117 • 'GLASS TYPES GLASS.TYPES • • ••filo tMCY Efts—A8.0.1•• 0.40:WIDTH tyyQN OD 0R(SC j FIONDA'RECISIlUi1bD1 �55600 i4 D.LD.'YnorH DSI_O.MDT A I 2D15 SA.ICGNE [) PRODUCT COWROL APPROVAL: t DOW"CORIA G 005 '\ Jct CI o T EMOO PROGLAZE SSCO ALTLSANA'rE GIdZING-DCCATL 41 ALMNATE GLAZUM PETATL If PRODUCT HEVLSSD FOF GLAZING DETAIL 12 ONLY m mrW11102 WL16 AtF1aW UIDT MAK. LOADS TO*50.0 PSF UuilaUnBCYdt LIMIT MAX, GLASS AREA TO 29 SO. FT. AeeevIlan lJot .0)_ ALLOWABLE LOADS FOR ALTERNATE SWIPES AS SHOWN ABOVE OR SIM CAN BE FinIImT>.r Dp YERIFIEO;BY INSCRIBING PICTURE'WINDOW SHAPE WMIN SOUAI(E OR,RCCTAIim AS A1IAa D roduD SFiOWN^51N'bUT.lFL UNE!%ANO.•00MNING'AI.LOWAOLf:LOADS FROM THOSE StIAPES: SINGLE!(j*vFAY BE INSTALLED VERTICALLY AS SHOWN AROVE10Rr61011120HTALLY,. SILICONE SEALANT OPTIONS: (BA)DOW CORNING 095 ' FOR ALTERNATE SHAPES LIMIT MAX.LOADS TO k90.0 PSF (BB)GE ULTRAGLAZE SS04DOO SEE SHEEP 3 FOR D.LO.W107HS AND HEIGHTS (BC)TREMCO PROGLA2E SSG OIIAWNLSL DRAWING NO: USE ANCHOR TYPES A. B OR C AT 4' FROM FRAME ENDS AND 12"O.C.MAX,SPACING. . GLAZING: QP(ION tDArE:>t-2z-11 2 OF 11 pWpi ADit-20, DESIGN TOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PS! DESIGN LOAD CAPACITY-PSP ■ GLASS GLASS GLASS CLASS" GLOB cuss CRSS GLASS CLASS V��1 �,�,`�t� NOMINAL DIMS. TYPE'A' TYPE W C'TYPE' NOMINAL DWS. TYPE'A' TYPE'D' TYPE'C' NOMINAL DING. TYPE'A' 117E'D' TYPII•C' I9arITwt1mn1114roW11olla- D.L.O. 0.1-0. EXT.(+),-EXT.(+) ERT.(+) D.LO. 0.1.0. EXT.+ +) EM(+) EXT.(+) D.L.O. ' O.L0. EXT.(+)' .ERT.(+) EBT.(41 WIDTH HEIGHT INT.(-) INT,I-) INT.(J WIDTH HEI6Hr' IML(-_)• O(r.(-). INT.(-) WIDTH HEIGHT.. OTT.(-) •INT'. (-) LIR.(-) hOP:�NmW-WIX..com 30' 87.0 100.0 MO 35• D -100.0•+ 100.9 35 57.0 100.0 100.0 900 FAIRWAY DRIVE,SWN200 39' 870 100.0 - 100.0 . 39' 87.0 100.0 - 100.0 39' 67.0 100.0 100.0OEERFIELD BEACH,FL 33441 42' 570 100.0 100.0 42` 87.0 100.0 - 100.0 42' 67.0 100.0 100.0 - ` 14 A064T2 34 I1 N4.724-X$3 46` 57.0 100.0 100.0 45' 87.0 100.0 100.0 1. 67.0 100.0 100.0 PRODUM 48' 87.0 100.0 100.0 45• 87.0 100.0 100.0 48' 11457.0 100.0 100.0 51• 87.0 100.0. 100.0 51` 99• am 100.0 100.0 51' 87.0 100.0 100.0 54' 87' 87.0 100.0 100.0 $4' 67.0 100.0 100,0 54' a7.0 100.0 100.0 Resistor 57- 570 100.0 100.0 57• 07.0 100.0 100.0 56• 67.0 100,0 97.9 3000 ALUMINUM[ 8D• 974 100.0 100.0 6o' 67.0 100.0 100.0 57. 57.0 100.0 - STOREFRONT WALL-LMI 63' 87.0 100,0 100.0 rz. 57.0 100.0 100.0 36' 57.0 1000 100.0 G8' 87.0 100.0 100.0 65• 87.0 100.0' 39' 57.0 100.0 100.0 A 69' am 100.0 100.0 36' 67.0 100.0 100.0 42• 87.0 100.0 100.0 *Resistor 72' am 100.0 "..100.0 39' 87.0 100.0 100.0 45• 57.0 1 DO.0 100.0 PRODUCT r■6 L. 36• 87.0 100.0 100.0 42' 67.0 100.0 100.0 48, 117• 87.0 100.0 100.0 39• 87,0 100.0 100.0 45' 57.0 100.0 - 100.0 51• 97.0 100.0 100.0 31EVH. 'OATF/REAIARKS 42' 57.0 100.0 100.0 4a' 87.0 100.0 100.0 54' 67.0 100.0 - 100.0 Rev.11.114 14/11 E TO 2010 4T1C 45' 87.0 100.0 100.0 $1' 102• 67.0 100.0 100.0 57• 87.0 100.0 - R4v.2 2.05.18/UPDATE TO 201}FDC 48' 87.0.., 100.0 100.0 ., 54' 57.0 100.0 100.0 35' 57.0 100.0 100.0 51• 67.0 100.0 100.0 57• 87.0 100.0 Ioo.O 39' 67.0 100.a 100.0 • • EN•9t9A• •NINC 54' 90• 67.0 100.0 too.o so- 67.0 100.0 100.0 42• 87.0 100.0 100.0 •• : •57• 87.0 100.0 100.0 63' 87.0 100.0 100.0 45• 120' 87.0 100.0 100.0 •••••• �tAINEERING, 00' 57.0 "I00.0 '100.0 66• a7.0 - 100.0 - 45• 87.0 100.0 100.0 OLA'CING CONSULTAN'1+ 63' 117.0 100.0 100.0 36• 07.0 100.0 100.0 Si* a7.0 100.0 100.0 900:409 810.5W 124171 AVEdVM2W*• aa' 87.0 100.0 '100.0 39' 87.0 100.0 100.0 54' 07.0 98.5 98.5 a••• • %MAI•FL 33%9•••• • • • 11](345)271-0117 • 69• 67.0 100.0 -• 1 OD.o 42' 87.0 100.0 100.0 *0000 •• IMC'+0,14!'!rMAIAM� 7Y 67.0 100.0 100.0 45• 57.0 100.0 100,0 M,fib1GY +•••+• .i•'' ••••• 38' 87.0 ,100.0 100.0 48' 57.0 100.0 100.0 + • •79•INC 39• 87.0 100.0 100.0 51' t0s• B7.0 100.0 100.0. NOTE: •• •• GLASS CAPACITIES ON THIS SHEET ARE ;FjpglyA pECIchG> •• 42• 87.0 100,0 100.0 54• 07.0 100.0 100.0 BASED ON ASTM E13 ' • 00-09 (3 SEC. GUSTS) •+++•+ • c r.#EN:p11°°110737 • 45' x.,87.0 100,0 -100.0 57- 07.0 100.0 100.0 • • • • .• - 48' 87.0 100.0 -100.0 00• 87.0 100.0 100.0 • • • PPPPPP ••••• 51' 87.0 100.0 100.0 63• 67.0 100.0 - 0 h R, 54 or 87.0 100.0 100.0 30' 87.0 100.0 100.0 a • • r • 57' 87.0 IODA- .100.0 39• 87.0 100.0 100.0 60• 87.0 100.0 10D.0 42• 87.0 100.0 100.0 0.1..0. D.LO. \ ' 63• 67.0 _ 100.0 100.0 45• 57.0 100.0 100.0 WIDTH WIDTH 05• 87.0 loo.0 . too.0 48' 87.0 100.0 100.0 - •; °UCC,0 7 N 5 69• 87.0 100.0 100.0 51' for57.0 100.0 1000 PRODUCT CONTROL APPROVAL - 72! _87.0 1 _100.0 - _. 54• 87.0 - 100.0 100.0 d /yl 36• 87.0 - 100.0 100.0 57• 87.0 100,0 _ 100,0 39' 67.0 100.0 100.0 60• 87.0 100.0 100.0 - d PRODUCTREVISED 42• a7.0 1000 IOD.O 63• a7.0 100.0 - !E000 (;Obf.convily�dS�llh 9.r FlaLd. 45• 67.0 100.0 -100.0 35' In 100.0 100.0 ri MA l III �' A 46' 8710 100.0 100.0 39• 100.0 100.0 51" 57.0 100.0 100.0 42• 100,0 100.0 4i 13 54' 9� 87.0 WOOD 100.0 45' 10D.0 � 100.0 57' 87.0 100.0 100.0 487 111' 100.0 100.0 60• 87.0 100.0 100.0 51' 100.0 100.0 L 63• 87.0 100.0- 100.0 54' 100.0 two 117.0 1000 100.0 5T 100.0 100.0 DRAWIL SL `DRAMINO No: STEP 2:, GLASS LOAD T BLES OA7Cr 9-22-11117.0 100.0 - ao• 100.0 - 130 F 11 rnvc:Aon-zo J O 01 N # # G 4 N P N G W N J P m fT N of A N V P . U # OOI O01 -1OOi Oi O # Nm. It m m mO +s # OW!; W N O C x� J m N Oa + m 2 pl +. C PbID tlNOl tl N U N P P J 0 JV tl m m tl J tl tl tl tl tl m tl tl tl tlV tlJ O Jtl J 0 p P Ut0 N nO�CW tl W Fi iy j1�j0�� �A v G � 0I _ p � � Z froli N O G O O O O o 0 0 0 0 0 0 p O 0 0 0 0 0 0 0 0 p O p 0 0 0 0 0 0 0 S S S S S S O O S S 8 \ 0 0 0 0 0 0 0 0 O O O O O O O O O O D O O D O O 0 0 0 m o io 0 o b o 0 0 0 0 o e o 0 0 .0 0 0 0 0 o c o 0 0 0 0 o c c c o 0 0 o c c � n T V1 # # W W N P N # # G W N A P U Y Y W W N O O r m N 9 O A O i m N 9 O # W O ? N 9 o � � C O O 0 g � RE za y t'.GC N NN W W # U P W W W Y m N tWm i� + n#i m m N O S A = Tti 1 C J 10 N W N O \ h1 N O m # � T V V G1 W V �0 O z O,d O M Zrz z ie 3 0 _ � j P V d O Q� V J C ((�� O O S O Ol tl Ol tl $ Ol N b b O O C �y Z O W O � V O G O O R r C Im P4 U i ""E HEIGHT m W F O II 2 yO. • ••• • • • • •• • _1 go. • • • •• ••• •• FPAYE Hf]GHi_ rn 0 0 - y - • • 03 • $ �E ;a M S '', � �, n • � � • • 1� S �mo N !- 3 Snag s �7�� $Gf ••• _ _ y\\�' }All e °!�m� ��� or- a Pwo r0 '"'�! "d�a'f�i'E v�> �A :v+ SCM O p r arm. 3 • o • •O • • • • • — MULUON LOAD Y*- PSI? MULLION LOAD CAPACITY F. WITH INTERMEDIATE ORIZONTAIS WITH INTERMEDIATE ROBIZONTSAI.3 1NTERIaEowTE HofvzoNTAIs �Tru 1 ite_ WITHOUT WITH WITHOUT WITH NOMINAL DIMS. REINFORCING REINFORCING NOMINAL DIMS. REINFORCING REINFORCING • elllowww.1m11M.com WIDTH (W) E HEIGHT EXL(+)/INT.(-) EXT.(+) / INT.(-) WIDTH (W);FRAME HEIGHT EXT.(+)/INT.(-) EXT.(+) / INT.(-) 6[gFA60NAYDRIVE,SWb200 24" 87.5 100.0 24" 04.2 100:btc Gl)EERFIELD BEACH•FL 33411 30" 87.5 100.0 30" 67.3 100.0 r = }6W43x• 613t IL K4724.2663 36" 87.5 100.0 36" 58.1 100.0 42" 87.5 100.0 42" 48.1 100,0 g 40 PRODUCT. 108" 48" 78" 87.6 100.0 {e• 421 b7.5 Raslstor 54• 87.9 100,0 54" 37.4 77.0 so" 82.9 100.0 60" 33.7 70.0 wt wt w2 3000 ALUMINUM STOREFRONT WALL-LMT 66" 75.4 ••100.0 66" 30.6 63.7 72" 69.1 10010 24" 71.6 100.0 WIDTH (W) -Wt (JAMB) WIDTH (W) R W1 + W2 24" 87.5 100,0 30" 57.3 100.0 _ 2 *Resistor 30" 87.5 1000 36" 47.7 99.3 rRalver •tele■ 36" 87.5 100.0 42" 114" 40.9 85.1 'TRUUTE'-000113 ' DA REM iRUIJTE'DOORS SEE SEPARATE- NOA 1. SEE SEPAWL E NOA IIEVN_ ARKS 42" 87.5 100.0 48" 35.8 74.4 Ray.t 3.14.14/UPDATE TD 2010 FOC 48" 84 87.5 100.0 54" 31.8 66.2 _ _ _ Rmv.2 1 04.16/UPDATE TO 2014 FRC 54' 79.0 100.0 60" 26.6 59.0 h'` 1 I_�rI11I� 80" 71.1 100.0 24' 61.4 100.0 AIM ( �� IML. p 40 ��i III ,�' I IIDIg9E7e •• •• 68" 64.8 100.0 30" 49.1 100.0 . +IM YI1 11TH •• • L 72" 59.2 100.0 36" 40.9 85.1 i /f� ` i��f ••: �ICti ENGINEERING IINii GLAZING CON6ULTArrhh 24" 67.5 100.0 42" 120" 35.1 72.9 go*- • 0911 SW 124TH AVW STE.205A° 30" 87.5 100.0 40" 30.7 63.0 36" 87.5 100.0 54" 27.3 58,7 .. W/ W2 W1 W7 W2 •f/r • •MUWI,FL 21111110••.• • • 4r(306)2T1.117 42" 83.1 100.0 60" 24.5 51.1 ANCHORS.READ: V1� 0000 •• ♦♦ MCY.E �1 ll 48" 90" 72.7 100.0 WIDTH (W) o W1 Y W2 SEE DOOR NOA'WIDTH (W) -2 ♦•• -•: '� ,• r • 54" 64.6 100.0 Go" 58.2 100.0 •• •• �1PIIIF fXA • FLORIDp�"j 66' 529 100.0 i••i•i • CAI.'7 - 72" 48.5 100.0 'TRULITE'DOORS INTEYAEONTE • • `v'%•••• SEE SEPARATE'NDA HORf3}HPL *sees 24" 87.5 100.0 s ••♦ .,`, •� ,• •, . SO" 7 11 67.5 100.0 •• • • 36" 79.9_ 100.0 42" 68.5 100.0 FRAME JAMB INTERMEDUTS ' DOOR MULLLON MULLIONI c1 48" 96' 59.9 100.0 r 01'4 'Sz ul"3 - 54" 53.3 100.0 A 1 .6.09 5 ]:6064• 1. 9 1,0 w TNI � WWI 1M � PRODUCT CONTROL APPROVAL• 60" 47.9 99.7 - WITHOUT REINFORCING 1 66" 43.6 90.7 I PttADUCPRKMKD. 72• 39.9 83.1 ncwIVICA&ilh•q Flu4dr 24" 87.5 100.0 W.7 h,2 A,dIA ��, a 30" 79.9 100.0 36' 66.6 100.0 WIDTH (W) o Wt + W2 b� MI m. 1hod+a `az2 " toz• 57.1 too.* - 48" 50.0 100.0 ' 54" 44.4 924 FRAME JAMB INTSRMEDIATS DOOR MUIMON MULLION 60 40.0 83.1T 4 9Wk s 66" 36.3 76.6 'ATU .571 . 91 61 30 ORAWNr 6•L• DRAWING No0 72" - 69.3 WITH REINFORCING EP 3: MULLION LOAD CAPACITIES . DATE:°"72-11 S of 11 DWG. ADI1-20 - F 4Trut tie aw9AALw+unw95wroli6� MULLION LOAD CAPACITY-PeF MULLION LOAD CAPACITY-PH! YUl"ON WAD CAPACITY-PS! YUII30N WAD CAPACITY- P8/ - AT DOUBIR DOOR WITH TRANSOM - AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM AT DOUBLE DOOR WITH TRANSOM hOp2lwww.IG15l9.cOm WITIIODT RITE WITHOUT 1NTIH WITB007 WR•H WITHOUT WITS 600 FAIRWAY DINE,9WI4 200 NOMINAL DIMS. REINFORDING REINFORCING NOMINAL DIMS. REINFORCING REWORCINO NOMINAL DIMS. RENFORCD4G REINFORCING. N09UNAL DIMS. 7IDI►06CDIG Bs1 rroxcuiO DEERFIELD REACH.FL 33441 MOTH MOiH 1E7i6T11 I 1FNGM FJ1T.(+) UO.(+) WIDTH.MU7H LD10iN LENGIFI- OIL(+) EXT.(+) WIDTH WIDTH LENGIN LENGTH EAT.(+) exq- � WDTH WIDTH LOWTH LOOM 0(r-7f+) IXL+) p,600-IriV17><:IL961.7I4.20e3 IR 1) (WZ) (A) (L) IN.(-) INT.(-)1 (WI) (712) (A) (L) INLO OR.O (Rt) (W2) (A) (L) INLO NHL(^) (WI) _w2) IN (U INL1-) ufl.(-) 30- 71.1 87.030' 30a 00.0. 30' 65.0 67S 3U" 443 87,5 PRODUCT. SJ' 6b1 87.5 J3' 30.9 77.0 33' 81.3 07.5 Jr 42.5 57.5 60• 38' 95.3 07.5 60" is, 355 742 60' 36• 76.0 87.5 66• 39' 41.1 619 39" 627 675 J9' 34.2 71.8 J9" 74.9 87.5 39• 30.6 62.9 .Resistor i 4Y 30.3 875 42' 31.1 991 42' 72-1 875 42' 363 80.1 3000 ALUMINUM i 45" 56.0 n75 48' '31.0 64.7 40• 87.0 87.5 48• 35.9 75.0 SIMVFRONT WALL LMI 54' 62.3 67.5 54' 29.1 60.9 54• 026 875 54• 33.7 70.6 'i' •• • • • SD' 40• 102• 045 075 96' 120• 90' 96• . 90' 114' - - JO' 54.3 71.6 30' 77.0 87S 39. 39.7 0 3J' 62.0 87S • 31" 31.2 69.5 JS' 74.0 .07.3 J3" J8.3 80.98 72. 36' 59.8 575 J6' 32.1 87.1 J0' 71a 07.0. Je' 37.1 77,6 ••AResittor 72' 72' 72' •P R O D U O TIPMOOO• J9' 57.5 67.5 - 30" 31.0 64A Jv' 56.7 87.5 34' 340 7 1 42" 53.5 87.5 42" 30.1 62.9 42" 60.3 07.5 42' 54.6 •glass• R RENVINS • _ 45' 51.8 87.6 4811 26.3 69.2 40' 62.0 57.5 45" 32.8 GRA R9v.1 3.N•14/liP PUC 54' 45.6 675 - Be 562 07.5 Be 31.0 .6 M 1.110.15/UPOATE TO 2014 FOC 30• SOS 87.5 30" 67.0 87.5 30" 38.9 •11i�N• JS• 54.6 975 ]3' 64J 57.6 J3' JSS T4.3 NINNEER► • 60' 36" 52.4 87.5 50' 36• 613 67.6 60" JB' 34.3 1.7 • • 39' S0.4 87S 1. 595 875 J9' 311 _ •48A4• • • f•I 42• 46.5 975 42• 57.3 67.5 42' 32D 6 D MCX ENGINEER1%d,1 48' 43.3 575 [A•tt� 46' 53.5 575 45' 30.0 5 GLAZING CONSULTANT 54• {2.4 07S AT1D74R HEAD 54' 60.1 675 34' 20.3 ••f/CL•• 55619W 124THA 9D' 105• gE1Nr, - 90' 102' 90' 120• •••l • 30' 51.3 57.5 ANCHORS SD• 005 57.5 30' 33.0 9.0 • MIAMI,FL 33183 • TYPE - FlL AT 9009 AT NU.LpE AY'1100R J1' 40.4 87.5 A 3 3 33' 55.3 67.6 33' 31.9 4.5 • P:(306)271-0117 3. 2 2 •••4YMN1 ^ • 7Y 36" 47.6 87.5 2 _2 74• J6' 36.2 87.6 72. Je• 30.9 64. P�� J9' 46.0 87a -- 3v 54.3 07.3 3v' 29.9 62.6 42' 445 07a 4 'TI{ULITE ODORS 42 52.6 87.6 42' 28.0 50,7 ,YWIND..WN(e;P.C. 45" 41.7 07.2 •SEE 50AR41E HOA 45• 493 87.6 48' 27.4 57.3 FLORIDA#RE4WMT(W 54' 30.2 62.1 34' 46.3 675 CAI!30577 �. 30' 493 675 30" 54.0 57,5 3T 44A 575 33' 81.9 87.5 L J6' 428 675 "'�' \ 00. 36' 49.9 87.5 39'i 41.2 802 / J0' 40.1 87.5 �{J� - 42' •39.6 03.2 / ;If \\ I 1d 42' 465 07.5 /5/ !'�'�+ `•✓ . 45' 37.2 77.7 // II \\I �i 48" 43.{ e7.5 (/r/ �J ` �• 06" 114" 34.9 729 1 4/• '� ( .4 6{' 40.5 83.3 C JO' 41.6 07S I\\ 1( // 30, 90' 106' 40a 87.5 •,•• :D� .'O 7 2�;1 1. 40.1- 83.9 JS' 46.e 67.5--- ' 36" 38.5 51.1 \ it / PRODUCT CONIROL APPROVAL: 72' 72. 30" 45.2 07.5 JO" 375 70.4 - 39' 43.7 87.6 42' 35.3 7A9 42' 424 87.5 PRODUCT REVISED 40' 34.1 71a ii[.C9mP(r(58 tlllhClfi9 p)01ids WORT( MOTH M 48• 398 53.3 1f9 6E M:17D bv olct54• 32.2 67a M' 37.5 7S.8 .�M( ��'�6 SEAL 110 AT.DOOR C/ IOIA (IULWN SILLAN(motr . •TYPE AT UL-L9 ATGUDR. AI..ryL'UIE Ar 000E -k}ql Ddb Ffpducl' 3 DMWW 4,L. DRAWING No: STEP 3: MULLION LOAD CAPACITIES '-22-11 6 OF 11 ,, nWOr ATitt-xa :Tru1 ite - -- - - OlAF.6�4L001W..9L9t19H9- hllplAtm5v.W8Y.0om MULNON LOAD CAPACITY-•PSF MULLION LOAD CAPACITY-PITY. MULLION]AAD CAPACII PSF MULLON LOAD CAPACITY-PRr 000 FAIRWAY DRIVE.SAID 200 AT DOUBLE DOOR WITH TRANSOM AT DOUDLS 1300R W=TRANSOM AT DOU6LE DOOR 111TH TRANSOM AT DOUBLY DOOR IM TRANSOM DEERFIELD BEACH,FL 39441 MTHOUT -1014 - IIITBOUT WITH vmoUT YHU 1NTR.our • 1= /•9 0 6 4 3241132 11.OW124.201'3 NONMAL DRIB. 'RYIN"11CINO BEMRCINO NOMINAL DIYB,. HENFORCINO R907FORCING NOYIIUL DIHB. ■tO1from G4G 1NINFORCINO NOMINAL INS. 1 1WOKMI13 "mro6®a IAMH WIDTH LOWIlt MOTH 17G.(+) En.(+) WIDTH WIN UMTH IINDIH txr.(+) cxL(+J Yro1N Yi911N U!IrotN LuiQfN gRL(�r) art;lJ wmN INmN ItHmN lrlolx exr+) FxLt+> rgODM. m (W2). W 03 ON:(-) 1Mt 1 (WA) (W2) G) 0.) INr.(-) Frt.(-) (WI), (Fn)' W (� 9N.(-} W-] (WI) (F2) (q (U wr )• Frr(-) 30• 073 879 30". 51.9 87.5 30" 07.5 875 30' 50.3 1173 1 33` 07.5 117.3 3S 49.7 67.5 73'' 57.5 379 33' 48.4 07.5 Resistor .+ W 35• 879 07.5 �. 38• 47.9 117.5 90. 36• - 87.5 1175 a. 35• 48.7 67.5 3000 ALUMINUM 39' 117.5 67.5 39• 46.2 67.0 39• SIM 6710 39• 45.2 573 STOREFRONT WALL-RMI 42'. 673 879 42' 44.7 873 42' 63.9 075 42' 43.7 1173 46' BLO 97.5 '48" 41.1 073 48" 72.3 87.0 40- 41.0 B" S4' 75.7 87.5 Be 3L4 AM a4" 73.3 075 ]4• 30.6 a" µ 00'. a4• 105- 00' 90' w 10a' *Resistor 30• m.5 117.5 30' 4113 117.5 30• a7.a 117.6 3D• 44.9 1173 33• 6705 67.5 33' 447 67.3 33` 95.4 673 33• 4116 873 1 PRODUCT 94 9115 72' 3P 811 $73 72. '•35• 43.2 67.6 72" 36" 1123 67.5 .72. 36• 42.1 575 NEW I 64TE/PE144)UI,S 31' 63.0 .57.5 31' 41.9 87.5 31" 76.5 87.3 39• 40.6 1164 Mv.t 114.114/11PM7F,TO 2010 FOCI 42" DDA 67.5 42• 40A 64.9 42' 76.1 075 42• 39.6 826 48" 749 67.5 46' 3" 00.0 48" 72.1 97.5 40' 37.4 762 •�• 3/UPOAIE 7D 10114 FOC 54' 711..3 97.5 54" 30.2 73.7 Be 87.9 57.3 1 Be 35.4 7 • •• •••••• 30' 79.8 q73 30` 42.6. 57.5 30` 75.1 07.5 30• 41.7 997.3 • RMINEERD M a1' 78.5 67.5 33' 41.1 65.9 33• 73.9 a7.5 W. 40.2 04.2 ••9••• �. 3r 73.7 97.5 60. 36" 39.0 02.9 60' 36" 71.1 a73. 0D. 30• Sea MCY ENGINEERING INC. 39- 70.9 p.5,. 3r 303 .8LL7 31' 00.5 57.5 30• 37.9 9•coos• GLAZIRQ COI45ULTANIO • 427 65.4 973 42' 37.1 77.5 42• 013 97.5 4V 3114 711 49' CIA .07.0 M'' 34A 72.11 411' 61.9 075 411' 34.7. *Wl RWj24THY.IVE'j.7E 205iL• • • MUMI.FL33183 Be 84' 90' 099 07.5 14' 114' 32.6 110.0 54" aar 98' 35.1 117.3 54" 00• 114' 32.2 9 497M9 •• •�(9p5)277-�11••• 30• 72.0 57.5 30• 311 79.7 30' 69.1 07.5 30" 57.2 77.0 • 33' 69.4 '1715 33' 38.9 77.1 33' 19.7 1115 3S 30.1 4 • 1101 • J6• 60:9 87.5 39' 35.7 74.7 35• 64.4 117.5 30' 34.9 • 7by 49LAUP: i• •••• 72' 71` 72' 72' '/0'INt)•vmd:P.Y. 39' 84.7 117.5 31' 34.6 7Z4 39" 02.3 673 39' 33J 70.9 • 427 82.3 67.5 42" 33.5 703 42' 00.3 87.5 42' 32J �F�OgIW�:PE4ai)PATWM P1 ipD96] • . 18' 517 87.8 48' 31.7 {93 4p' 30.7 OlA 411' 31.1 06.1 • • CAJ(2p_fll?9••• Be a" 07.5 Be 30.0 025 54• 533 WS ti 26A 91.7 •••••i� . 30• 533 07.5. 30• 35.7 74.7 301. 81.6 q3 30' 35.1 . •• •• . 33' 61.1 37.5 33• 34.5 721 33' 563 87.5 ai' 33A •970.9 • •p- - !f 0- an" 5681.7'.5. f0. ar 33.3 69.6 �. 36• 57.1 a7.5 O0. 36' 323 51.5 �A • � . 39" 58.7 39• 322 073 39' 55.7 67.3 30• 311 08.3 •r 2• 641 7 A4• •�� 4 42'. 31.2 f0.2 42• 533 OTS 42' 30. 114.3 45' 51.2 45• 29.3 61.2 40" 49.9 87.5 40• 20A $0.4 54• 417 5r v.e. 57.11 w' Oto 37.5 414• z>3 57.0 .DEC 0'? 015 0 64' 1120•� 60' tot• or 120'30` 57.1 70• 31.9 "418.8 30• 55.2 '97.5 30" ata 05333• 55.1 33` 309 04.6 33' 333 e7a J3• 30.3 63.4PRCOUCT CONTROL APPflO'VAL•7:r51272" 29.9 62.0 72• 36• 51.0 51.3 . 30', 214 61.5rRAOUCTREVI3HIS39' 51.5 36• 20.0 60.7 3Y 49.9 97.5 19 2111.6 59.742" 49.0 42 20.2 50.0 42• -414 117.5. •y__ ,",. .__. 27.7 _ .9A Iufam0yipit" hIYer10dt11 49• 46.944" 216 65.7 49' 45 117.5 40• 253SbY •patii))RCbde54• 44.3 64' 411 07.5 � A � { .1nyy 1.1l of rr 196. DRAWN.S.L OWING NO: STEP 3: MULLION LOAD. :CAPAC(TIES. DATa 6-22-11 7 OF 17 _ IJirc: Aotl-2a ANCHOR LOAD CAPACITY-PSF ANCHOR LOAD CAPAOITT -PSY --"1,& ru 1'ite FXT.(+)A,W.(-) W.(a.)A,W,(-) 1ftENME76ATC e41ER?IEIIASE `711 tE'DOORS DIA88[AL11y8A7M 60LIROSP NOMOIA 131112. ANCY028 TVP2'A' Axv69R TYPB'. Y1c89NS THP['!,' NOUIRAL DOW. ANCHORS TTP['A' MICRONS TOR IF ANCHORS 1TPf'0 IlOw2ONTN. FIORY2-11tAL SEE SEMRAIt NaA 1RO111(w)JFRAUE HBO[rA2' 'AO' 'A4' %Z! 'G,3' 'CC C3' WPM(0) rWAE HOGH1 'AZ' 'AS' 'AP 'B9'. '88: 'Ce'. '41' htildhmw.IrubLoom24' 100 a 100.0 100,0 100,0 100,0 100,0 24' 100.0 100.0 1 COO 100.0 .100.0 10010' 100.0800 FAIRWAY DR{VE,Su116200 30' .100.0' 100.0 1040. 100.0 100.0 100.0 30' 99.4 100.0 100.0 100.0 IOO.o IOOA 100.0DEERFIFJJ]BEACH,FL 33141 30' .100.0 100.0 100.0 100.0 1040 i09A 36• SLIT 100.0 1CHO 100.0 100.0 100.0 100.0 {410).107;197!.1 L119142MT00342' 100- 100:0 100.0 100.0 . 100.0 100.0 4V 114' 710 1000 100.0 371 100.0 100.0 100.0� M • 411F4a' 7a' 100- 100.0 100.0 1040 100.0 .Wax 46' 62-1 93.2 100.0 762 t0O.0 100.0 100.0 OR PflOWOT: 54• 100.0 100.0 99.0 100.0 100.0 100.0' 64' 03.2"''62.6 100.0 67.0 100.009.6' 100.0 100.0 100.0 06.1 100.0 TWA 100.0 00' 42.7 14.5 ODA 81.0 61.6 �90.7. 100.0: W-1 W2 W! WI .002 w] ReSIStOIr 06' 06.0. 00.0 I00.a •at.0 t00.0 100.0 100-a W 100.0 100.0 100.0, IOOA 100.0 100.0 .100,0 72' es3 O0.[ 100.0 743 I0o.0 963 10110 W. 7 24.4_ t00A 10x0• lino 700.0 100.0 100.0 WIDTH f+4. 001 � WIO1H(Y)- 001 3000 ALUMINUM 24' 100,0 100.0 100.0 100.o 100A 100,0 100.0 36• 76.7 100.0 100.0 96.11 100.0 100.0 100- AT FRAME JAMB AT FRAYS JAMB STOREFRONT WALL-LMI 30' IOO.O 100.0 100.0 ido.O' IDO.o 100.0 IWO 42' 120' 07.4. 100.0 ta110 O2S 100.0 700.0 tOD.O' W+WJ 002+003 •• 36' 100.0 100.0 100.0 100.0 .100.0 100.0 100.0 46' 39.0'. 80.6 100.0 72.4 100.0 95.8 100.0 WIDTH(w)- MOTH(w) 42' f11.3 100.0 100.0 100.0 100.0 100.0 100.0 54' SL4 767 100.0 04.4 so. a52 100.0 AT FlfMAE YUlUOI 2 AT FRAME WLLON •••O Resit r.• 411' 114• 813 100.0. 100.0 100.0 100,0 -100.0 100.0. 611' 47.2 70.8 94.4 57,2 1169 760 100.0 • • • 64' 74.9 100.0 100.0 22.0 100.0 100.0 '100.0 • • • ►60 sYOr ftr3186 • 60• 47.4 10" 100.0 aze )VOID 100.0 10mo 'TAUNT DOORS 't tutliC.DOCRS • 9Rm •.DATE/REMAR"•••• ee• 043 fl.f 100.0 75.3, 100.0 00.3 100.0 'SEL SEPA191TE NOA SFE.SEPARATE NPI.• Rrv.1 .14.S41UPDATE TO 2 1 FBC •••• • 72' 46.2 00. 100.0 -000 100.0 01.2 100,0 r "T 4t f -� R v.2 2.06.15/00DATE TO 2014 FBC 24' 100.0 toxo 100.0 100.0 100- 1011,[1 100,0 dw I �` s I 11 ``I % S so' 100.6 100.11 100.0 .1111111 IW.s 100.0 loos r{ w IR pl,+�l •• ENo1NEE1! • • J6' 100.0 lo"O 100.0• 100.0 100.0 100.0 100.0 l,l 42' SOA 100.0 100.0 100.0 100.0 100.0 100.0 I,j S L��.1�I •• •• IRS • • 46' 90' 76.7 loops 100,0 00.6 100.01 100.0 100.0 I�CY6EN�jINEERIl�3,INC. 54' 39.0 100.0 100.0 e3.e 'IDDM 100.11 100.0 001 w1 .002 I 003 Iwi. 'N2 K't OLA21N0C.ONSULTANi••••• DO' 32.0 94.4. 1011.0 77.3 100.0 100.0 100.0 111 WIDTH(W)- wt "^""III WIDTH� VA••000 OSS[SW 1247HAV.STE.20BA 611' 37.2 03.6 100.0 70.2' 100.0 92.9 100.0 AT FFME JAMB A FRAME JNA6 090000 MIAMI,FL 3.yF�1•••• 72' 52A -78.7 100,0 64.4 96.0 85.2 100.0 IWCOORO TYMi SEE SHEET 9 FDR DESCRIPTION zs' (W) -12110 100.0 IOO,s 100.0 .100.0 100.0 100.0 A2-•(2)ANCHORS TYPE'A'AT JAMB OR EACH SIDE OF MULLION 11Z+W3 003 ••••k(006)27"l 17 • 3 0010TH 00AME (171)- - 4t-• t7uaY0YSn2.l�injaJ61 311' 100.0 .1040 .IONS- `100.0 .100- 100.0 1aq,n 103 .()ANCHORS TYPE'A'AT JAMB tM EACH SIDE OF MULLION AT FRAME MULLION 2 AT FRAME M1A110N • 2• • MIr1•AIDVa11 w ■An-• 36' 96,3 TOO.& 100.0'.100.0 lltOO� IODA' 100.0. A4-(4)ANCHORS TYPE'A'AT JAMB OR EACH SIDE OF NULUGH • • 42' 843 1000 100.0 100.0 100.0 100.0160.0 • 82 •(2)ANCHORS TYPE'B'107 JHAO OR EACH SIDE OF MULLION •••:;PiNC.WANG, Kc 4a' 96' 73A 100.0 100.0 90.5 100.0 100.0. 100.0. 80 . J)ANCHORS TYPE'B'AT JAMB OR EACH SIDE OF MULLION FLORIDA RF.OLST)fATIOH PE/55053 54' 65.0 953 700.0 80s 700.0 100.0 100.0 C2 .(2)ANCHORS TYPE'C'AT JAMB OR EACH SIDE OF MUWON Si•A. 1{_4577 fi0' 50.0 W.5 100.0" 72.4 d00,0 95.6 100.0 C3 .(3 ANCHORS TYPE'C'AT JAMB OR EACH SIDE OF MULLION BG 33.6 W.5 100.0, NA DOA 57.1 100.0 7Y 492 73.0 93.3 00.4 O0.7 79.6 100.0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 24' 100.0 100o -100.0 100.0 -1000 100.0 100.0 -- 30' 700.0 100.0 tos.D, 11140 100.0 100.0 100.11 36' 929 .1000 100.0 100.0 ..100,0. IMO. •100.0' 42' 79.3 100.0 100.0 Y7A 1040 100.0 100.0 „jtl)a�1.:U�L U 2U1 48' 102' GOA 1040 100.0 852 .1040 100.0 100.0 4' i` 4' s4 61.7 92.3 100.0 -75.7 100.0 100.0 100. 60' 559 'WZ 100.0 683 100.0 20.2 100. � �PRODUCT CONTROL APPROVAL' 66' 50.0 73.7 100.0 120 93A' 02.0 100.0 7R' 453 89.4 2Ls 366 65:2 75.1 100.0 ]• moDnpITcragYMEI F14 24' 100.0 100.0 100.0 •1000- 100.0 ..100.0; 10.0 Dvtomo 311• 100.0 ,700,0 100-0 100,0 100.0 .toxo 100.0, ]. ]• 3' A13xp1mnl)Vb 1RJ^Qp .flL 36' 07.4 I00A 1040 :100,0 .Ioa.o 100.0' loo.o. He11100991 J'lD19 12' HU' 74.9 700.0•..100 0 92.0':.100.0 100- 1000; ]. ]' ]• 3' ). 7• 48' 01.0 '903. 100- 803 100.0 100.0 100.0. 1•3/4" 1 3/4' 3. 3• UY• s4' se] e7A 100.0 71.5 100.0 91.6 1116.9. 1 �� 1 0�4' 1.3 4F y 7JA• MIor. 76JN91 BD• _i2_4 _7&_7 .1040..04.42E6 a5.2 FI00.0 ae• 47.7 .T1 95.4 30.3 57.0 77.4 100.0 f2.H2 CL 109.DS.C3 STEP 4: ANCHOR .LOAD CAPACITY OP4YAt S.L. DRAWING,1161 DATE`2-22-11 8 OF 11 DY70:ADII-20 EDGE DISTANCE 1BY OR 20Y a_ �q WODD'BUCKS TYPICAL ANCHORS �.Taru tlt � 3`+ NPI ANCIIER6' 9EE ELEv,EOR 5=fi4 SEE EL£V.i0R SPACING 1XPION•MR710R5 .. me EDGE DISTANCE SEE.ELEV,FOR-SPACING °tAraALwwwttowftaxr 4 y ' METAL STRUCTURE 4 .4 +i• G•R• IIIIp:IMww.IMl•.00m -! 'CONCRETE =' 9 ?• -, ." _ d So FAIRWAY DRIVE,OWN 200 OFFRRELD BEACH,FL 33441 - J CCHCII p.490.437�1321E494•E24.053 ,PRODUCE: TR —fl Resistor 3000 ALUMINUM y. STOREFRONT WALL-LMI 6 5 M °RS oResistor - SPACIKG •� •L_ WOOD BUCKS AHD METAL sTti1CR1(tE5 HOT BY IRUUT£ MUSf.SUSTN�l LOA05•:0►POSED.DY:GLA2ING SYSTEM AND PRODUCT • R TI nwul THEM To THE DUuma Smu=r' REVN DME/REMARKS 0 .EDGE OL9TMIc �. TYPICAL ANCHORS: R 1 I 3.14.14/UPDATE TO ZOfO FBC Riva 2_06,15/UPDATE TO 2014 FBC p D 5' SEE ELEYM4S_EOR SPACING • • •••••• r4 • • • Q'a 0 _ 9 TYPE'K 1/!C�j&'ULTR.ICON'BY 'ELCD'.(Fu 177 KSI, Fy-A85 KSt Utrm 25 W - INTO 2BY WOOF• BUCKS OR WOOD STRUCTURES.*0 0 0• a Y a E+ 1-1/2' MIN. Pe'F7EFRAVON INTO WOOD • ' THRU WOOD PLCkS INTO CONS. OR MASONRY"•••••• MCYENOINEERI G,INC. OLE.AA�YIfNO CONSULT _ ' 1-1/+" MIN, EMBED INFO MASONRY" f24T ••• o • •a31 sR•—HAVl.arE.ZosM Y•1 - O. O 2 1-3/8- MIN. EMBED INTO CONC. • ,.,,u g��,q .' • •• •� I'FI.71•-••• Q TYPP 'R'-j'a'c' rim .ttl'fR4CAN RY'L'LCO'"(Fu 177 KSI. Fy-19!?RSI) P:(30M271.01% • ai UiREC11Y'1Ni0 CONCRETE OR MASONRY* •••••• F+ewtv.Eny�Kag1*W 1-5/8"MIN, E-ABED INTO CONCRETE OR MASONRY'• • ••••4Mxi1G1E *Aaaa,n )„4 •• •• SYA4P: i :•. • • lj'PE V .F�*,F� :DR101 INA"SCREWS- Ft 6 2'CR59 •• • YlP E • k7 - IN O MNM[-DADE COUNTY APPROVED MULLIONS • a yLp � i (1/8"THK. MIN.) INTO METAL STRUCTURE. • • •1• • Pfl DS • �, 1 MWD-MOE COUNTY MPftDVEO � ••••• • ANCHORS 1 M UON'r MULL,Oti. (x] 1 .I.) STEEL : 12 GA. MM. (Fy 36 KSI MIK) • • ,,, • • ALUMINUM : 1/8'711K. MIN. (6063-T5 MIN.) • • • •••••• V EOCE DISTANCE �'I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATM*OR PAINTED) •• r•J '! . �--- --------�I1 'L.. TYPICAL EDGE DISTANCE --��,� •� .- - O: INTO CONCRETE AND MASONRY*-2-1/2-MIN. '�'•7• ry J INTO WOOD STRUCTURE A 1'MIN. 9 INTO METAL.STRUCTURE- 3/4MIN. PRODUCT CON111 'Ar'AROYAL: 4 CONCRETE It - 3000 PSI MIN. PRODUCT'RTl111911D TYPICAL ANCHORS C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. SE ..FOR '- Atuld4uCod* o, s SEALANTS: 1 04T>•o•� R w GLAZING BEAD AT FRAME BILL SEALED TO GLASS WITH SILICONE GLAZING OPTIONS 6A, 69 OR 60. :M M CON6Bf7E d "" FRAME CORNERS SEALED WITH DOW CORNING 999 OR EQUAL COMPATIBLE. TYPICALAOHORS i A`r 4, .d 4MASONRY- GROUT FILLD CONCRETE BLOCK(ro-2000 PSI MIN.) SE6 L4.EV.FOR SPACING •! „ GE 06TAtlCE NOTE'MASONRY USED AT JAMB SUBSTRATE ONLY ORAWN:SA. WAwma No: THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED DATE 9-22-11 9 OF 71 DWG: AD11-20 WOOD DUCK,ITLLER OPTIONAL V OTHERS REIVFORCINC.OP°OWIL trrci REINFORCING OPTIONAL REINFORCING OPTIONAL ( /� r i' SEE CHARTS ON 5HEFS5 ��L.YY�� �'E�.y.tMM-ON SHEETS SEE CHARTS ON SHEETS ���IWWW _ _ S Ecfr :2 4?Hk�1 T. 4 k 5 1 .q �.- rul�t •� TROU PSI •tAnaAu•slln•OLunOin- - -'�•- Mlp;lAwnv.lruilo.eom •\E~� \\' ♦ yyy J • 600 FAIRWAY.DRIVE.Suits 2W '♦; ' 4 _ DEERFlELO BEACH,FL 33441 -.\ 4 +u \ • \ ;5 lu E964 321 E�54- D \ 2�1 72420!] E _ �•\ \. _- ;til - ,�'\ \ \ � - — �•-'; Resl °; ��` �` t�; r♦� E1A° 3000 ALUMINUM ti o 6 ♦�\ a'• d' \\� \\\ STOREFRONT WALLLMI \ �. ♦ \ \ ♦ b i•^:i. II. C. D.4 0P6.! D.L.OPO. Y . S - i • RLYN • DA REWfIMS•••• SILICONE SEALANT' �- • • • • .Rov. 3.14,1'4/UPDATE-TO 0 FDO - DOW CORNING 790 OR EgUAL. •i• • RECOMMENDED SEALANT DEPTH MIH:.k MAX. CAP R•vz 2.oe.15/uaMit TO 2w4►OD SHALL BE HALF RHE SEALANT WIDTH. - OEE C 7 BI7911. •• • 1MIN�Ae Lt •••••• FHGINM: •• 'FRAME WIMM C WIDTH 1 .{.'. ,SEE HART'BELOW SNd 5, •••• •• •• •••• EXTERIOR OR INTERIOR •••••• JVIC4 t3QGINEER@!G,INCHlta. GUI7lNdCONSULT 0000 'REINF,ORCING.OPTILINAI. .ACP-154 •••••• P-154 5107 SW 124THAVE,WE.2058 SEE CHARTS 0J17 (1048A) AEINFOACp(G:OPIIONAI 000000 MIAMI,FL�t�••• SEE 4WATS.pN SHEETS AR,'VT.ITA! ' JAMB/HFAq 3, 0 11 7 •• • •••49m.RA3 )27E 71.011 0 '}IEIOHT MIN. MAX, MIN: �10-24 _ • • 0.1 • *-wMcr mn• -60' 3/15' 1/2' AT 12`QC. �- • • 7Y 110 112' - ••••11P1NO'WANG„R.E. 84' 1/4' 1/2' \\ MNMI-DME COUNTY \ �- MLAMI-DARE COUNTY RpRIDA.REojb7gA1W1i \ APPROVED DOOR 4r1 'TRULTTE' \ \ APPROVED'.DOOR 0Y'TRULITE' + 96' 318' 1/2' h�\\ SEE'SEPARATEcN0�1 FOR \�”\S i SEE SEPARAIVROA FOR C.A 063 677 LOB' J/6'' 1/2'. - DOOR RATING AND=Mta Iti `.,�. I I _ DOOR RATING AND DETAILS 120' i/2' `i/2• `, •Yi..- _\\ 1 MAX.FRAME MAX.CAP AT WIDM EACH 910E \\♦ _ - \ \ r ALTERNATE SEALANTS AT JAMB CAPSCAN BE ♦,' 1 {"\\ � • ....'1' DELIINED-0Y EN4IHEER.Or'TIECORD, 4\\ 1 PRODUCT CONTROL APPROVAL' BASfEO ON MANUFACTURER GUIDE UNES 1 _ --- � d J PRODUCT•REVISED cwlVdrilyNhhThe Vjvrid• `f_.,, Dllldi•3 Gds .ACupW6a.Tb 1�3 .dl MIN. 12-24 SMS MIN. 12-24;SMS n1lbn py , t,Y.m D.e.Pr•av<7 MIN.3 HIY)G 'i MIN. 31 HINGES DRAWN:S.L DRAWING Not oAT1 o-u-11 10 OF 11 . DWO: ADI 1-20 BILL OF MATPRIAM • ' 1761[ -PROM 11=1111MON 11MRIAL_ MARUPACIDRBR/RHMAR vT'�uM � 6$ _ OULMiA1,9W4M 106VD0119'� I AS REOD. 3001 FRAME WADISILL14MB ALUM.6093-46 TRUUIE hulrim".w".com 2 AS REOD. 3002 RGDWEDIATE NUUIGII(NBT Ammz) -ALUM.6093-T6 TRUUIE 800 FAIRWAY DRIVE,SUIIO 200 3 AS REOD. 3003 GLAZING STOP ALUM.5083-T5 TR11LITE DEERFIEID BEACH,FL 33141 4 1/CORNER 3004A SHEAR BLOCK ALUM.8013-T8 V LONG P• 2411321[954.724.2063 5 AS REOD. R-63 GLAZING OASNET EPOM .6A AS READ. D0995 SBICQNE SEALANT Sturm DOW CORNIHO PRODUOT: 80 AS flFAO. SSC4000 SILICONE SEALANT SILICONE CE(IKIMENTNE) Be AS REDO. PROSw SILICONE SEALANT SILICONE TRELGO A.HEAD ASSEMBLY Resistor 7 2/CORNEA $14 12.-24 K 3/4'FLAT HE 7HRFAO CUTTING _ _ 3000 ALUMINUM STOREFRONT WALL-LMI tl 2/CORM P13 1/2-20 x 1-1/2-PAN NEAR MACHINE SCREWS - _ 9 ' - V2100 61AZING FOkwupC - NORTON 9A - V22OO GLAZING FOAM TAPE - NORTON A 10 AS . . - SETIWO BLOCK(1/2'x 1/0'x 4'LANG) EPOIA - *Resistor RE00 PRODUCT too LOA AS REQ0. M820 SET11NO BLOCK(1/2'x 1/47 x 4'LQNQ)• EPGM - (7 11 AS REQ0. 3DO4A AUWIWM•TIMX`MCMaW ALUM.1083-T1 TRNJIE Arm DATE/RD4ws R .1 3.14.1.IMPOATE TO 2010 FOC 4,to1 w1 2.04.15/UPGATE TO 2014 FBD • • 9••••• 769 • • • SISI •• • GINEEN 0 0 yp • MCYENGINEEJiIfiG,INC. `•+' y •••••• GLA2'fNG CONSULTAf;1'•••••_ I I B.INTERM. HORIZONTAL •• 000• •W0TS'11121T14AVRSTE.20SA0 F-;aa9 z:uDe •••• •• •a�"u1AL rL 33183••• P.(305)271-01178 • •••••• F•x:MCY.Ero1»�YI�yM I.TGO Lin • • ••••4Aw•NOvl;iipinwir9+6m / •• •• STAMP. • J FRAME HEAD/SILL/JAMB aO SHEAR BLOCK •• • Ne • • • • • 'fIPINO N. p• - Q • • • PE-/539Ai•••• �,� •••••c1cTf.'zaG7T • •• • •. sag rti • •••••• - DEC d 1201 PRODUCT CONTROL'APPkOVAL2 L7W 129 NLODUCT REVISED OFRAME INTERMEDIATE MULLION 5Q WEDGE-IN GASKETTum Inar0g46 U11i�Plalda ►Lac OR NO 0 1� E glmlon .640 4r ny —7 M(xml is n. is GENERAL HOTS 1. GLASS NOT SHOWN FOR CLARITY. 2. FRAME AND PANEL CORNERS,INSTALLATION SCREWS 1 100 3,IPt BE SCALED WITH CLEAR COLORED SEALANT.CONNECTIONSMETAL PARTS 70 DRAWN:S.L DMWNG No-. C.SILL ASSEMBLY DAM 9-22-I1 17 OF 11 .[OGLAZING SToP (9/16"GLASS) 178 REINFORCEMENT 117M. AD11-20 fl0ti�Q3M1?ittd BCIS Home I Log In User Registration I Hot Topics Submit Surcharge ( Stats&Facts Publications F8C Staff BCIS Site Map Unks Search 3usines �r6fcssi�gI *USER:Product Approval public User Regulation IR711�L r7L7!' !i!�'�I Product'Aooroval Menu>Product or Application Search>Application List>Application Detail 7� • z FL# FL16181 Application Type New Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Arc hived 0 Product Manufacturer TRULITE GLASS&ALUMINUM SOLUTIONS Address/Phone/Email 10200 NW 67th St Tamarac, FL 33321 (800)432-8132 Ext 1167 v bdeato@trulite.com Authorized Signature Bong Deato bdeato@truiite.com Technical Representative Bong Deato Address/Phone/Email 800 Fairway Drive Suite 200 Deerfield Beach, FL 33441 (8001432-8132 bdeato@trulite.com Quality Assurance Representative Address/Phone/Email Category Panel Wails Subcategory Storefronts Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO- CER Validated By Miami-Dada.i3CCLl-VAI Referenced Standard and Year(of Standard) Standard -Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards • • •• • • • • • Certified By •• •i i i i i i•i •• •• ••• •• • • • •• • ••• ••• • ••• • • •• •• • •• • • Product Approval Method ••• • ' •Mthod 1'OptloA A Date Submitted ••• • • • .OZ/Z9/413 . Date Validated ; ; : :.:02,:0/2D13 Date Pending FBC Approval : :••.: : : : :.0.: Date Approved 000 • • 0 01/'I/A13 • summ :of Products F FL# Model,Number or Name Description 16181.1 RESISTOR SERIES-3000 IMPACT WALL RESISTOR SERIES-3000 ALUMINUM STOREFRONT•/WINDOW WALL SYSTEM-9/16"LAMINATED GLASS- LM.I. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16181 RO C CAC RESISTOR It-I PACT WALL SERIESA666-.0400 Approved for use outside HVHZ:Yes 11111703).odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +100/-100 03/18/2014 Other: REFERENCE MIAMI-DADE N.O.A. 11-1117.03. Installation Instructions FL16181 6181 RO 11 RESISTOR IMPACT WALL SERIES-3000(NOA 11111703).Odf Verified By: Miami-Dade BCCO- CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16181.2 RESISTOR SERIES-3100 IMPACT WALL RESISTOR SERIES-3100 ALUMINUM STOREFRONT/WINDOW WALL SYSTEM- 9/16 LAMINATED OR 1-5/16"INSULATED-LAMINATED GLASS- L.M.I. Limits of Use Certification Agency Certificate Approved for use'In HVHZ:Yes FL16181 RO C CAC RESISTOR IMPACT.WALL SERIES-3100(NOA Approved for use outside HVHZ:Yes 111117021.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +100/-100 03/31/2015 Other:REFERENCE MIAMI-DADE N.O.A. 11-1117.02;. Installation Instructions FL16181 RO H RESISTOR IMPACT"WALL-3100 DWG.Ddf Verified By: Miami-Dade BCCO- CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16181.3 RESISTOR SERIES-3200 THERMAL RESISTOR SERIES-3200 THERMAL ALUMINUM IMPACT WALL STOREFRONT/WINDOW WALL SYSTEM- 9/16 LAMINATED OR 1- 5/16"INSULATED-LAMINATED GLASS- L.M.I. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16181 RO C CAC RESISTOR IMPACT WALL SERIES-3200(NOA Approved for use outside HVHZ:Yes 11111701).Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +65/-65 01/28/2014 Other: REFERENCE MIAMI-DADE N.O.A. 11-1117.01, Installation Instructions FL16181 RO II RESISTOR IMPACT WALL SERIES-3200(NOA 11111701).Ddf Verified By: Miami-Dade BCCO- CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: aacS xez: Contact Us:: 1940 North Monroe Street,Tailahassee.FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not vent your e-mail address released in response to a.public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department Wth 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 click here. Product Approval Accepts: ® dF.c �. •• • • • • ♦ 41N •♦ • ••• • ••• ••• • • • •• • •• •• • • • ••• • • ••• s • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • w � � r__. " f.•..rr.•d..s,.. �>r,„�•. •.4~ ••`� zoo "r t ��f�? •e+'1�t k O �� t i ii i ,"'i'�rt' ,iije� '...� .,,�.a�^,ty 1f .t •� eM«k., - :/d kx- -RESISTOR SSE R 1 �ES BLAST&STORM PROTECTION• J F t r r wT a O • ••• ••• • ••• • RESISTOR •:• : : :.o ':' -BLAST&STORM PROTECTION! ; ;.,'.; ; ; ; ;.'.; Gt ••• • • • ••• • • SERIES 3000 IMPACT WALL (1-1/4" x 4-1/2") E3A-ELEV. 3000 - 10, I 2�2 1� 24. 42 2� a ' 12 n a SERIES 3000 STOREFRONT WALL •• • • • • • .•• ••4 • ••• • • • • •• • SERIES 3000 SYSTEM HIGHLIGHT TAG DESCRIPTION ' • 1 1/4" x 4 1/2" CENTER GLAZED SYSTEM 10 STANDARD HEADER DETAIL ANCHOR CLIP ASSEMBLY •! M:• ST MDAFV INTDRIMDIATE HORIZONTAL • INTERIOR OR EXTERIOR GLASS SET • • 142 STAMDARO SILL oDETAIL • INTEGRATED DOOR FRAME : : A STAA omb JAMs bETAA. • OPTIONAL STEEL REINFORCEMENT 21 IM MMENATE MULLrdM ► MIAMI-DADE NOA & FBC APPROVED 22 TRANSOM MULLION 23 DOOR JAMB TYPICAL GLASS BITE = 1/2" : : •:• : : : : �:i GLASS SIZE FORMULA = DLO + 1" VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I vrww.trulite.com 1 (800)432-8132 ' a rl fj0rdaDEpKUjVnd BCIS Home + Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff ( BCIS Site Map Links Search kskne professi nal *USER:Product Approval , Public User Regulation Product Approval Menu>product or Aooilcatlon Search>Aoolicatlon List>Application Detail FL# FL16181 Application Type New Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived ❑ Product Manufacturer TRULITE GLASS&ALUMINUM SOLUTIONS ` Address/Phone/Email 10200 NW 67th St Tamarac,FL 33321 (8001432-8132 Ext 1167 bdeato@truGte.com i Authorized Signature Bong Deato ' bdeato@trulite.com Technical Representative Bong Deato Address/Phone/Ercall 800 Fairway Drive Suite 200 Deerfield Beach, FL 33441 (8001432-8132 bdeato@trulite.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Storefronts Compliance Method Certification Mark or Listing Certification Agency Mlami-Dade BCCO-CER Validated By Mlami-Dade BCCO-VAL Referenced Standard and Year(of Standard) standard YC.ac i TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards • • •• • • • • • Certified By • •• • • • • ••• • • ••• ••• • ••• • Product Approval Method Y ••• • • *method 100ptiorsA Date Submitted *00 • • • •07•JV2413 • 1 Date Validated ; ; :.:02/:0/2113 Date Pending'FBC Approval ; ;•'•; : : : :.0.: Date Approved ••• • • • 02/22/21113 • 5arrlma.ry:ofiiiod icts FL# Model,Number or Name Description 16181.1 RESISTOR SERIES-3000 IMPACT WALL RESISTOR SERIES-3000 ALUMINUM STOREFRONT/WINDOW WALL SYSTEM-9/16"LAMINATED GLASS- L.M.I. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes Fi X6181 RO C CAC RESISTOR IMPACT WALL SEki]ES-3000(NOA Approved for use outside HVHZ:Yes 111117031.odf Impact Resistant.,Yes Quality Assurance Contract Expiration Date Design Pressure:+100/-100 03/18/2014 Other:REFERENCE MIAMI-DADE N.O.A. 11-1117.03. Installation instructions FL16181 RD II RESISTOR IMPACT WALL SERBS 3000(NOA ' 11111703).odf Verified By: Miami-Dade BCCO- CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16181.2 RESISTOR SERIES-3100 IMPACT WALL RESISTOR SERIES-3100 ALUMINUM STOREFRONT/WINDOW WALL SYSTEM-9/16 LAMINATED OR 1-5/16"INSULATED-LAMINATED GLASS- L.M.I. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16181 RO C CAC RESISTOR IMPACT WALL SERIES-3100(NOA Approved for use outside HVHZ:Yes i1111702).odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +100/-100 03/31/2015 Other:REFERENCE MIAMI-DADE N.O.A. 11-1117.02. Installation Instructions FL16181 RO iT RESISTOR IMPACT WALL-3100 DWG odf Verified By: Miami-Dade BCCO- CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 16181.3 RESISTOR SERIES-3200 THERMAL RESISTOR SERIES-3200 THERMAL ALUMINUM IMPACT WALL STOREFRONT/WINDOW WALL SYSTEM-9/16 LAMINATED OR 1- 5/16"INSULATED-LAMINATED GLASS- L.M.I. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL it18i RO G CAC RESISTOR IMPACT WAIL SERIES-3200(NOA Approved for use outside HVHZ:Yes 1111176il,t)df Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +65/-65 01/28/2014 Other:REFERENCE MIAMI-DADE N.O.A. 11-1117,01. Installation Instructions FLI6181 AO II RESISTOR IMPACT WALL SERIES-3200(NOA 11111701).Ddf Verified By: Miami-Dade BCCO- CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Sack :fda! Contact Us it 1910 North flonroc Street,Tell� 32390 Phonci 850 487 1824 The State of Florida is an AAJEEO employer.Cooyrioht2007-2010 State of Florida. ::Privacy Statement::Accessibility Statement:;Refund Statement Under Florida law,email addresses are public records.If you do not vent your e-mail address released In response to a public-records request,do not send electronic mall to this entity:Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails.provided may be used for official communication Wth the licensee.HaAever email addresses are public record.If you do not wish to supply a personal address,please provide the Department Wth an email address Mich can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. product Approval Accepts: *•• o o ctu ••• • i•• • •• • • • •• ••• •• • ••• • ••• ••• • o o Go • • ••• • • ••• v • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• SERIES 3000 IMPACT WALL (1-1/4" x 4-1/2") DA—ISOMETRIC 3001 3000/3001 3004 23233-50 3003 3009/3003 3001 3001 3008 Ilk 3003 3003 CD 3002 — RESISTOR IMPACT DOOR 3003 3009/3003 3008 3004 a 3003 • •.• . . . . .. 3001 • • • • . • . . . •• • • • •• ... . . ... . . SERIES 3000 STOREFF-w4NT.SY•ST,EM . .. .. . . . .. .. VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.trulite.com 1 (800)432-8132 SERIES 3000 IMPACT WALL (1-1/4" x 4-1/2") +E3A-01' VAR. f LJ f L ----_ --J 23163 L_ 23233 r 3001 1 1/4" F J ------------ L 3004CLIP V2108 . 1/4" Q.C. 995. , 1/2" 3003 SILICONE — , 9116". RG-1 LAM. GLASS 0 TYPICAL HEAD DLO 41/2" 9/16" LAM. GLASS 23163 1/4" loo H62Q L ty F ---- ---- 3004CLIP L 23233 r 1 1/4" I 3002 L V2108 ;� .. D.C. 995 •� •• 3003 DLO SILICONE •• t ••• • 91.16" 00 . ... RGLl • LAM. GLASS . . . 1 INTERME©IATE:HOR2QNTAL ... . . . .. .. . . . .. .. . . . ... . . . ... VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.trullte.com 1 (800)432-8132 SERIES 3000 IMPACT WALL (1-1/4" x 4-1/2") E3A-02 4 1/2" 9/16" LAM. GLASS RG-1 D:C.995 .3-- SIMONE DLO y V2108 H62D 23163 23233 r 3001 1114" I - rJ ----------- L_ 3004CLIP L 40166 1 i Bit (OPTIONAL) LVAR. 12 TYPICAL SILL . .. . . . . ... . . . . . . . . . . . . ... ... . ... . . .. .. . .. . . ... . . ... . . ... . . . . ... . . . . . . . . . . . . VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.truilte.com 1 (800)432-8132 SERIES 3000 IMPACT WALL (1-1/4"x 4-1/2°) t a.,. _ _ _ BA-03 3004A (OPTIONAL) r 3003 RG-1 1 I r� L� 41/2 n 911611 LAM. GLASS D.C. 995 I ( v21os SILICONE f I I I 3001 I I A 1 1/4". DLO . . . . . . . . . . . ... . . . . .. . 20 TYPICAL. * AkVB .. ". . .... . ... ... . . • •• . •• .. . :064:. • . . • • . • . . . JAL ... . . . ... .�. VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.trulite.com I (800)432-8132 SERIES 3000 IMPACT WALL (1-1/4" x 4-1/2") E3A-04 3004A(OPTIONAL) IF I �! I I I 3003 1l2" L J 1/2" - I. jti RG-1 fJ L� 4 /2" i I LAM. GLASS I I D.C. 995 I SILICONE I I V2108 3/4" I 3002 I f L_ J DLO 1 1/4" DLO . .. ... . . . . . .. . .. . . . . ... . 21 INTERMEVA1T�- •Vl-=RTPCAi: MULLION ... . . . . ... . . • • • • • • • • • • ... . . : 000 0:0 V 0: VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.irulite.com 1x(800)432-8132 SERIES 3000 IMPACT WALL (1-1/4" x4 1/2''). _.. _ ...... :. 4_. ., ,. ... . E3A-05' 3004A (OPTIONAL) 1^ I 3008 3003 I i 1/2" 3009 F I � - RG-1 J r 4 1/2" •1 9/1:6" I I LAM. GLASS D.C. 995 SILICONE ( I V2108 I 23163 L _J 3001 DLO 1 1/4" DLO .. . . . . . ... .. TRANSOM MULML r . ••. • ... .•. . • • . • • • • 0:0•• • • • • ••• • • • • • • • • • • • • ••• • • • ••• VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.truilte.com 1 (800)432-8132 SERIES 3000 IMPACT WALL:(1-1/4" x 4-1/2") E3A-06 3004A :OPTIONAL: REINFORCEMENT I i 3003 ( I 10029 I RG-1 MIAMI DADE APPROVED r L RESISTOR IMPACT DOOR 4 1/2 1 I RG-5 s/16� ______--- LAM. GLAS - - —� D.C.'99 I I + I SILICON Lfl V2108 ri I I r 3001 �- -� ----- --� - -�L�.�----- -------------- DLO 1 1/4 DOUR JAMB i JOAL • • • • • • • • • • ... . . . ... . . VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.tntlite.com 1 (800)432-6132 Nor SERIES 3000 IMPACT WALL (1-1/4" x 4-1/2") ,. BA-07:_ RG-1 D.C. 995 SILICONE Lp V2108 TAPE *.- 3003 H62D I 23233 S9 3001 1.25 MIN, I I I-J i .-- 3004CLIP III I (I I I RG-5 10029 III III H-67 III I, I� III III III I II SII III irz02 III IIS o0. III III 0 SII III III III III III I �S ZS i • •• • • . • • . . ` 4.5 . ... . ••• ••• . 8 • • ••• • • ••• DOOR HEAD DETAIL . . ... . . . . ... . . . . . . . • .. .. . . . . . .. . . . ... . . . ... VERSION 16.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.trulite.com 1 (800)432-8132 SERIES 3000 IMPACT WALL (1-1/4" x 4-1/2") E3A-08 SERIES 3000 PARTS TABLE 3001 HEAD131LL/JAMB 3002 INTERMEDIATE VERTICALIHORIZONTAL 3MA OPTIONAL REINFORCING 3DOO DOOR JAMB 40166 OPTIONAL SUB SILL(HIGH BACK) 3063 GLASS STOP 3008 TRANSOM GLASS STOP GUTTER 3103 OPTIONAL GLASS STOP 3009 TRANSOM GLASS STOP 3007 OPTIONAL GLASS STOP FOR 19-GLASS 10029 APPLIED DOOR STOP V RG•1 EXTERIOR GLAZING GASKET RG 5 DOOR STOP BULB GASKET • •• • • • ••• • •• ••• •• • • • •• ••• • • • ••• • • . - VERSION 18.0 TRULITE GLASS&ALUMINUM SOLUTIONS I www.truilte.com (800)432-8132 ` T tru-11te GLASS&ALU1'•:111\U%i SOLL)l IONS RESISTOR"ALUMINUM IMPACT STOREFRONT SYSTEM SERIES 3000 A GUIDE SPECIFICATIONS SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONT SYSTEMS This suggested guide specification has been developed using the current edition of the Construction Specifications Institute(CSI)"Manual of Practice,"including the recommendations for the CSI 3 Part Section Format and the CSI Page Format.The developmental concept and organizational arrangement used by the American Institute of Architects(AIA)MASTERSPEC Program were recognized in the preparation of this guide specification. Neither CSI nor AIA endorse specific manufacturers and products. The preparation of the guide specification assumes the use of standard contract documents and forms,including the"Conditions of the Contract,"published by the AIA. PART 1-GENERAL 1.01 Summary A. Section Includes: Trulite Glass &Aluminum Solutions,including perimeter trims, stools, accessories, shims and anchors, and perimeter sealing of storefront framing. 1. Types of Trulite Glass&Aluminum Solutions Resistor®Aluminum Framing Systems include: a. IMPACT WALL 3000/L-3000: 1-1/4" x 4-1/2";center glazed,for large and small missile impact-resistant glazing;exterior structural silicone glazed(Wet Glazed);shear block construction. b.9/16"laminated glass Miami-Dade County, Notice of Acceptance is:#14-0203.01 Florida Building Product Approval:#16181.1 EDITOR NOTE: BELOW RELATED SECTIONS ARE SPECIFIED ELSE WHERE, HOWEVER, TRULITE GLASS & ALUMINUM SOLUTIONS RECOMMENDS SINGLE SOURCE RESPONSIBILITY„FOR ALL OF THESE SECTIONS AS INDICATED IN 2.07SOURCE QUALITY CONTROL. . B. Related Sections: 1. Division 7 Section"Vapor Barriers"between glazed wall systems and adjacent construction 2. Division 7 Section"Fire Stopping" 3. Division 7 Section"Joint Sealants"for joint sealants installed as part of aluminum entrance and storefront system 4. Division 8 Section"Glazed Aluminum Curtain Walls" 5. Division 8 Section"Aluminum Windows Walls" 6. Division 8 Section"Aluminum Entrances and Storefronts" 7. Divlslon 8 Section"Aluminurn Mall Sliding Duurs" 8. Division 8 Section"Finish Hardware" 9. Division 8 Section"Glass and Glazing" 1.02 References(Industry Standards) EDITOR NOTE:REFER.TO INDEX FOR,ANY AND ALL APPLICABLE STANDARDS. 1.03 System Description • • • • . • • • • • •• • • • • ••• • • EDITOR NOTE: AIR AND WATER PERFORMANCE PPSUL�IIAREVASEU UPOA AMM AND AAMA STANDARDS FOR STOREFRONT FRAMING SYSTEMS. HIGHER PERFORMANCE RESULTS HAVE BEEN CERTIFIED AND ARE AVAILABLE. CONSULT YOUR LOCAL TRULITE GLASS & ALUMINUM SOLUTIONS REPRESENTATIVE CONCEFNWGj SPEQJJ C PWJECTpg$FOIMANCE REQUIREMENTS.THE SPECIFIER MUST SELECT GLASS AND MULLION COMBINATIONS FROM THC OPTIONS ADD 4NIRfAT10®S C1IA:T PROVIDED IN 2.04 B. THE GLASS AND MULLIONS FUNCTION AS AN INTEGRAL UNIT. THESE COV61NAT:qND AR;.BVED ON WUAL-.PERFORMANCE TESTING AND CANNOT BE ALTERED WITHOUT SACRIFICING THE INTEGRITY OF THE WPEM! • ••• • • A. Storefront System Performance Requiremoits,, •; EDITOR NOTE:PROVIDE WIND LOAD DESIGNi7gSFOSiN1'�E AjV.INjCUDjAPPLICABLE BUILDING CODE AND YEAR EDITION. L Effective May 2015 U111 GLASS P ALUMINUM UM SOLLn!0N'S 1. Wind loads:Provide framing system;include anchorage,capable of withstanding wind load design pressures of(_)P.S.F.inward 4 and(_)P.S.F.outward.The design pressures are based on the( )Building Code;(`,_,,)-Edition. 2. Air Infiltration:The test specimen shall be tested in accordance with ASTM E 283.Air Infiltration rate shall not exceed 0.06 cfm/ftz at static air pressure differential of 6.24 P.S.F. 3. Water Resistance:The test specimen shall be tested in accordance with ASTM E 331.There shall be no leakage at a minimum static air pressure differential of 10 P.S.F.as defined in AAMA 501. 4. Uniform Load:A static air design load shall be applied in the positive and negative direction in accordance with Miami-Dade BCCO Protocol TAS-202 and ASTM E 330.There shall be no deflection in excess of L/180 of the span of any framing member.At a structural test load equal to 1.5 times the specified design load,no glass breakage or permanent set in the framing members in excess of 0.4%of their clear spans shall occur. 5. Impact Resistance:Large&Small Missile,tested in accordance with Miami-Dade BCCO Protocols TAS-201,TAS-203,and ASTM E 1886. 6. Framing System shall provide direct structural attachment to substrate through perimeter framing sections eliminating blind seals or strap anchors. 1.03 Submittals A. General:Prepare,review,approve,and submit specified submittals in accordance with"Conditions of the Contract and Division 1 Submittals Sections.Product data,shop drawings,samples,and similar submittals are defined in"Conditions of the Contract" B. Quality Assurance/Control Submittals: 1. Test Reports:Submit certified test reports showing compliance with specified performance characteristics. 1.04 Warranty A. Project Warranty:Refer to"Conditions of the Contract"for project warranty provisions. B. Manufacturer's Product Warranty:Submit,for Owner's acceptance,manufacturer's warranty for storefront system as follows: 1. Warranty Period:Two(2)years from Date of Substantial Completion of the project.The Limited Warranty shall begin in no event later than six months from date of shipment by Trulite Glass&Aluminum Solutions without regard to the date selected as substantial completion. In addition,.Hurricane Impact-Resistant entrance door corner construction shall be supported with a lifetime warranty for the life of the door under normal use. 1.06 Quality Assurance A. Qualifications: 1. Installer Qualifications:installer experienced(as determined by contractor)to perform work of this section who has specialized in the installation of work similar to that required for this project and who is acceptable to product manufacturer. 2. Manufacturer Qualifications:Manufacturer capable of providing field service representation during construction,approving acceptable installer and approving application method. B. Pre-Installation Meetings: Conduct pre-installation meeting to verify project requirements, substrate conditions, manufacturer's installation instructions,and manufacturer's warranty requirements. 1.07 Delivery,Storage,and Handling A. Ordering:Comply with manufacturer's ordering instructions and scheduling requirements to avoid construction delays. B. Packing, Shipping, Handling, and Unloading: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Stnraga and Protection: Store materials protected from exposure to harmful weather conditions. Handle storefront material and components to avoid damage. Protect storefront material against damage from-elements, construction activities, and other hazards before,during and after storefront installation. PART 2-PRODUCTS EDITOR NOTE: RETAIN BELOW ARTICLE FOR PROPRIETARY METHOD SPECIFICATION; ADD PRODUCT ATTRIBUTES, PERFORMANCE CHARACTERISTICS, MATERIAL STANDARDS,,AND DESCRIPTIONS AS APPLICABLE. DO NOT USE THE PHRASE"OR EQUAL"/"OR APPROVED EQUAL," OR SIMILAR PHRASES, USE OF SUCH PHRASES CAN CAUSE AMBIGUI"IN IHJ S%CIFI�ATiONS DUE TO THE DIFFERENT INTERPRETATIONS AMONG THE DIVERGENT PARTIES OF THE CONSTRUCTION PROCESS AND REAPERS OF+THfS6 SPE&FICATI!WS. SUCH PHRASES REQUIRE EXTENSIVE AND COMPLETE REQUIREM ENTS.(PAQQERURAL,LEGAL,REI$ULATORY,AND I&St8&T1 URLETERONING"OR EQUAL." 2.01 Manufacturers(Acceptable Manufacturers/Products) A. Acceptable Manufacturers: • ••• • ••• ••• • 1. Address: Trulite Glass&Aluminum Solutions •• • •• 403 West Park Court Suite#201 • •• •• • • • ••• • • ••• Peachtree City,GA 30269 r Contact info: a.Telephone:678-593-9200 • • • • • • + + b.Email:info@trulite.com • ' • • • • • • • • • ••• • • • ••• Effective May 2015 Nei U11I .e GL Ass&ALUe.1.1i�U::1 SOL.0 I IONS c.Web Address:www.trulite.com 2. Proprietary Products)/System(s):Trulite Glass&Aluminum Solutions a.Trulite Glass&Aluminum Solutions Resistor®Aluminum Storefront System EDITOR NOTE:RETAIN BELOW FOR ALTERNATE MANUFACTURERS/PRODUCTS AS SPECIFIED IN THE CONTRACT DOCUMENTS.COORDINATE BELOW WITH BID DOCUMENTS'(IF ANY), AND.DIVISION 1 ALTERNATES SECTION. CONSULT WITH TRULITE GLASS & ALUMINUM SOLUTIONS FOR RECOMMENDATIONS ON ALTERNATE MANUFACTURERS AND PRODUCTS MEETING THE DESIGN CRITERIA AND PROJECT REQUIREMENTS.TRULITE GLASS&ALUMINUM SOLUTIONS RECOMMENDS OTHER MANUFACTURERS REQUESTING APPROVAL TO BID THEIR PRODUCT AS AN EQUAL,MUST SUBMIT THEIRAEQU EST IN WRITING(10).DAYS PRIORTO CLOSE OF BIDDING. b.Series:3000 Impact Framing System c. Framing Member Profile: 1-1/4" x 4 1/2" nominal dimension; Non-Thermal; Center Glazed; Exterior Structural Silicone Glazed(Wet Glazed);Shear Block Fabrication d.Finish/Color:(See 2.06 Finishes) B. Alternate(Manufacturers/Products): In lieu of providing below specified base bid/contract manufacturer,provide below specified alternate manufacturers.Refer to Division 1 Alternates Section. 1. Base Bid/Contract Manufacturer/Product:Trulite Glass&Aluminum Solutions a.Trulite Glass&Aluminum Solutions Resistor®Aluminum Storefront System b.Series-3000 Impact Storefront Framing System:11/4"x 41/2";Center Glazed; Wet Glazing(Exterior Structural Silicone Glazed);Shear Block Fabrication 2. Alternate#_Manufacturer/Product: a.Product: b.Series: c.Framing Member Profile: 3. Alternate#_Manufacturer/Product: a.Product: b.Series: c.Framing Member Profile: C. Substitutions: 1. General:Refer to Division 1 Substitutions for procedures and submission requirements. a.Pre-Contract(Bidding Period)Substitutions:Submit written requests ten(10)days prior to bid date. b. Post-Contract (Construction Period) Substitutions: Submit written request in order to avoid storefront installation and construction delays. 2. Substitution Documentation a. Product Literature and Drawings:Submit product literature and drawings modified to suit specific project requirements and job conditions. b. Certificates:Submit certificate(s)certifying substitute manufacturer(1)attesting to adherence to specification requirements for storefront system performance criteria. c. Test Reports:Submit test reports verifying compliance with each test requirement for storefront required by the project. d. Product Sample and Finish:Submit product sample,'representative of storefront for the project,with specified finish and color. 3. Substitution Acceptance:Acceptance will be in written form, either as an addendum or modification, and documented by a formal change order signed by the Owner and Contractor. 2.02 Materials A. Aluminum(Framing and Components): 1. Material Standard: ASTM B 221,6063-T6 alloy and temper. 2. Member Wall Thickness:Each framing member shall provide structural strength to meet the specified performance requirements. 3. Tolerances:Reference to tolerances for wall thickness and other cross-sectional dimensions of storefront members are nominal and in compliance with AA Aluminum Standar;apd pata.• • 2.03 Accessories •• ... A. Fasteners:Shall be corrosive resistant. •• ••• •• . .. B. Gaskets:Exterior Glazing gaskets shall be extruded EPDM rubber.Interior Spacer shall be compatible with Silicone Sealant C. Perimeter Anchors:Anchors shall be identical to the typesusedfor prp�yct c;rtification testing for wood,concrete or steel substrates. : : • • • • 2.04 Related Materials ••• ••• :• •.• I A. Sealants:Refer to Joint Treatment(Sealants)Section. 1. Structural silicone sealant to be Dow Corning 995. •••' • • ••• • • B. Glass:Refer to Options and Limitations Chart below for"A:Tesjed"quaffiv glass.* Effective May 2015 ru-Ifte GI ASS d ALUi!I\Uh,SOLUTIONS EDITOR NOTE:SELECT GLASS TYPE. CONSULT WITH YOUR TRULITE GLASS&ALUMINUM SOLUTIONS REPRESENTATIVE FOR ASSISTANCE. FLORIDA OPTIONS AND LIMITATIONS CHART MAX.DESIGN INTERM. WALL JAMB MAXIMUM MAXIMUM MAX.GLASS SIZE QUALIFIED PRESSURE VERTICAL MULLION MULLION SPACING (Day Light Opening) GLASS TYPES P.S.F. MULLION SPAN ETC,fL and Glazing Method A,B,C +100/-100 3002 3001 120" 60" 54"X 120" Wet Glazed Only GLASS DESCRIPTION MANUFACTURER TYPE A 9/16"LAMINATED—1/4"Heat Strengthened Glass-0.090"SAFLEX ING BY 'SOLUTIA',1/4"Heat Strengthened Glass Trulite Glass& Aluminum Solutions B 9/16"LAMINATED—1/4"Heat Strengthened Glass—0.100"SAFLEX HP PVB BY'SOLUTIA',1/4"Heat Strengthened Glass Trulite Glass Aluminum Solutions 9/16"LAMINATED—1/4"Heat Strengthened Glass—0.090 DuPont SGP C 1/4"Heat Strengthened Glass Trulite Glass& Aluminum Solutions Fabrication 2.05 1. Fabricate components per manufacturer's installation instructions and with proper shim spacing around perimeter of assembly,yet enabling installation and dynamic movement of perimeter seal. 2. Accurately fit and securejoints and corners.Make joints flush,hairline and weatherproof. 3. Strap Anchors are not allowed for use with Hurricane Impact-Resistant Systems. 4. Arrange fasteners and attachments to conceal from view 5. Structural perimeter fasteners shall be located per manufacturer's anchor charts bearing the seal of registered Professional Engineer. EDITOR NOTE: SELECT BELOW FINISH AND COLOR FROM TRULITE GLASS &ALUMINUM SOLUTIONS STANDARD COLORS. CUSTOM COLORS ARE AVAILABLE UPON REQUEST FROM TRULITE GLASS& ALUMINUM SOLUTIONS. OTHER POLYESTER POWDER COATINGS CONFORMING TO AAMA 2604 ARE AVAILABLE. CONSULT WITH YOUR TRULITE GLASS ALUMINUM&SOLUTIONS REPRESENTATIVE FOR OTHER SURFACE TREATMENTS AND FINISHES. 2.06 Finishes •• ••• • A. Shop Finishing • • • " ' . ... . . . . .. . 1. Color Anodizing Conforming to AA•M12@22t44,.AAITt loll»4rchitiactural.Class.1.Anodic Coating(Color:#21 Dark Bronze). (Standard) 2. Clear Anodizing Conforming to AA-M12C22A31,AAMA 611,Architectural.Class.ll.Clear Anodic Coating (Clear:#12(Standard) ... • 0:0 •:• 3. AAMA 2605,Fluoropolymer Powde?CottingJColpf:. :). • 4. AAMA 2604,Polyester Powder C;i;nlf:Color:..: •: ). �: ••• 5. Other: Manufacturer Type Color: ). . . ... . . . . ... . . . . . . . . . . Effective May 2015 { � r 1 't GLASS 8 ALU:Pi1gUta SOL UT IONS 2.07 Source Quality Control A. Source Quality:Provide aluminum framing specified herein from a single source. 1. Building Enclosure System:When aluminum framing is part of a building enclosure system,including entrances,entrance hardware,windows,curtain wall system and related products,provide building enclosure system products from a single source manufacturer. B. Fabrication Tolerances:Fabricate aluminum framing in accordance with framing manufacturer's prescribed tolerances. PART 3—EXECUTION 3.01 Examination A. Site Verification of Conditions:Verify substrate conditions(which have been previously installed under other sections)are acceptable for product installation in accordance with manufacturer's instructions.Verify openings are sized to receive storefront system and sill plate is level in accordance with manufacturer's acceptable tolerances, 1. Field Measurements:Verify actual measurements/openings by field measurements before fabrication;show recorded measurements on shop drawings.Coordinate field measurements,fabrication schedule with construction progress to avoid construction delays. EDITOR NOTE:COORDINATE BELOW ARTICLE WITH MANUFACTURER'S RECOMMENDED INSTALLATION.DETAILS AND INSTALLATION INSTRUCTIONS 3.02 Installation A. General:Install framing system in accordance with manufacturer's instructions and AAMA storefront and entrance guide specifications manual. 1. Dissimilar Materials:Provide separation of aluminum materials from sources of corrosion or electrolytic action contact points. 2. Weather-tight Construction:Install storefront system and other members in accordance with manufacturer's installation instructions to ensure weather-tight construction.Coordinate installation with wall flashings and other components of construction. 3. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and other irregularities. 4. Provide alignment attachments and shims to permanently fasten system to building structure. S. Align assembly plumb and level,free of warp and twist.Maintain assembly dimensional tolerances aligning with adjacent work. B. Related Products Installation Requirements: 1. Sealants(Perimeter):Refer to Division 7 Joint Treatment(Sealants) 2. Glass:Refer to Division 8 Glass and Glazing and Options and Limitations Chart for 3100 Series Hurricane Impact-Resistant System. a.Reference:ANSI 297.1,CPSC 16 CFR 1201 and GANA Glazing Manual. 3.03 Field Quality Control A. Field Tests:Architect shall select storefront units to be tested as soon as a representative portion of the project has been installed,glazed,perimeter caulked and cured.Conduct tests for air infiltration and water penetration with manufacturer's representative present.Tests not meeting specified performance requirements and units having deficiencies must.be corrected as part of the contract amount. 1. Testing:Testing shall be performed by a qualified independent testing agency.Refer to Division 1 Testing Section for payment of testing and testing requirements.Testing Standard shall be in accordance with AAMA 503,including reference to ASTM E 783 for Air Infiltration Test and ASTM E 1105 Water Infiltration Test. a.Air Infiltration Tests:Conduct tests in accordance with ASTM E 783.Allowable air infiltration shall not exceed 1.5 times the amount indicated in the performance requirements or 0.09 cfm/ft2,whichever is greater. b.Water Infiltration Tests:Conduct tests in accordance with ASTM E 1105.No uncontrolled water leakage is permitted when tested at a static test pressure of two-thirds the sQ@AfiecJ•vrater tenetration.preSsjre but not less than 6.24 P.S.F. B. Manufacturer's Field Services:Upon Owner's request,pride rg*uJftjur;*r'_fi;d ler rice consisting of product use recommendations and periodic site visitfor inspection otWtdgq:nAal#e0v in Accor yah to with manufacturer's instructions. 3.04 Protection and Cleaning ••• ••. . • A. Protection:Protect installed product's finish surfaces frpin dCmage d4ingw-nstruction.*otect aluminum storefront system from damage from grinding and polishing compounds,pla4gr•IimF!acid,cepnent,orothe;bai nipl contaminants. • •• •� • • • % r• Effective May 2015 r'um CLASS&ALLAII,NUM SOLUTIONS B. Cleaning:Repair or replace damaged installed products and clean installed products in'atcorda'nce with manufacturer's - instructions,prior to owner's acceptance.Remove construction debris from project site and legally dispose of debris. DISCLAIMER STATEMENT This guide specification is intended for use by a qualified construction specifier.The guide specification Is not intended to be verbatim as a project specification without appropriate modifications for the specific use intended. The guide specification must be used and coordinated with the procedures of each design firm,and the particular requirements of a specific construction project. END OF SECTION 08410 Resistor'and 3000 Series are trademarks of Trulite Glass&Aluminum Solutions a• • • • • • ••0 •• • 010 • ••• ••• • • • • • • • • • �. •• •�• • • •Y• Effective May 2015 I I J , HARVARD-JOLLY ARCHITECTURE I LETTER . AL PAGE 1 OF 1 DATE: Septe er 2, PROJECT NAME: Barry University—Fine Arts Quad ' TO: OCI Attn: J son t Su h rma HJ PROJECT NO.: 14160.02 t OWNER'S PROJECT NO.: WE ARE: ® Sending ❑ Returning ❑ Under Separate`Cover VIA: ❑ 1s'Class Mail ® E-Mail ❑ Courier 1 FOR YOUR: ® Checking 8r.Approval ❑ Signature ❑ Use/Files MARKED: ❑ No Exception ❑ Exceptions ❑ Resubmit a THE FOLLOWING: ❑ Prints ❑ Supplemental Instruction ❑ CCD 1 El Original Tracings El Proposal Request ® Shop Drawings ElChange Order El Other { NO. COPIES ITEM DESCRIPTION 1 Submittal#233713-001-0—Air Distribution Devices Louvers �t i 4 COMMENTS: f Attached, please find one (1) copy of Submittal #233713-001-0—Air Distribution Devices Louvers_ for your review. If you have any questions, please contact us. Thank you. COPYRIGHT NOTICE:All documents and electronic files are protected under Title 17 of the United States Code-Copyright Law of the United States,and all subsequent amendments.In accepting and utilizing any drawings or other data by Harvard Jolly,Inc.(HJ),the user covenants and agrees that all such drawings and data are Instruments of service of HJ,who shall be 1 deemed the author of the drawings and data,and shall retain all common law,statutory law and other rights;including copyrights.Any defects the user discovers will be reported to HJ.The user further agrees not to use these drawings and data,in whole or in part,for any purpose or project other than the project for which they are rendered nor to transfer copies of such drawings as data to any other party without prior consent of HJ.The user agrees to waive all claims against HJ resulting In any way from any changes or reuse of the drawings and data.In addition,the U ser agrees,to the fullest extent permitted by law,to indemnify and hold harmless from any damage,liability or cost,including reasonable attorneys'fees and costs of defense,arising from reuse of the drawings and data.Under no circumstances shall transfer of the drawings and other instruments of service for use by the user be deemed a sale,and HJ makes no warranties,or either express or implied,of merchantability and fitness for any particular purpose.Although these files are believed to be free of any virus or other defect that might affect any computer system, it is the responsibility of the recipient to ensure that it is virus free and no responsibility is accepted by HJ for damages arising in any way from its use. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• BY: Debbie Wilkinson,'Project Agljitect,.• ••• XC: ... . . ... . . • • • • • • • • • • • •• •• • • • •• •• yyI 2047 VISTA PARKWAY, SUITE 100 WEST PA17"BLVACH, rL 33411 4�01. 9C1.47&.4457 I F. 561.478.4102 www.HARVARDJOLLY.com AA0000119 FORT MYERS I JACKSONVILLE ORLANDO i ST. PETERSBURG I SARASOTA I TALLAHASSEE I TAMPA WEST PALM BEACH 1 � 1 + + P SKANSK-A SUBMITTAL TRANSMITTAL PROJECT NAME: Barry University Fine Arts Quadrangle Date: ! '9/9/2016 PROJECT NUMBER: 2315608-000 Reference Number: , 7-0003'�f,�, Description Air Distribution Devices(Mechanical Submittal Package N6" 1 i 1 233713­-001 -0 Louvers) Transmitted For Approval Due Date Delivered Via E-mail Tracking Number ' Package Action Reviewed Transmitted To: Transmitted By: Debbie Wilkinson Wilkinso Vincent Collins f Harvard Jolly Inc. Skanska USA Building Inc. 2047 Vista Parkway, 1815 Griffin Road Suite 100 Suite 204 West Palm Beach, FL 33411 Dania Beach, FL 33004 Tel:561.478.4457 Tel: 954-920-5167 f Fax: 954-927-4671, Qty Spec Section Register No Type Item Description Item Action 1 233713 233713-0 Product Data Air Distribution Devices(Mechanical Reviewed as Noted Sheets Louvers) Cc: Company Name Contact Name Copies Notes Barry University Jay Angel 1 Remarks - ' 4 SKANSKA t Submittal No: 233712-001-0 f Reviewed with no Exceptions taken: r Reviewed as Noted: Resubmittal Reviewed for Approval: ff ' Record Copy: This Submittal has been review to the general conformity to the project requirements and contract documents. The Skanska reviewer does not warrant or certify that the information on this submittal is accurate or complete.It is ' the subcontractor's responsibility to verify all requirements of the contract documents, including material quantities, are met.By submission it is assumed the subcontractor has fulfilled these contractual duties in their entirety.Review of this submittal In no way relieves the contra&or of his duty to comply with all the requirements of the contract documents, applicable building codes, and governing agencies. •• • • • • • 000 •• By; . . . . . . • . . .. Signature ••• "' Signed Date Printed on: 9/9/2016 4South Page 1 • • • • • • • • • • •• •• • • • •• •• • Southeast Mechanical Contractors Barry University Fine Arts Quadrangle Improvements r Submittal Date 09/07/16 Project Barry University 11300 NE 2nd Avenue, Miami Shores, FL 33161' General Contractor Skanska Architect Harvard Jolly Architecture Engineer OCI Associates, Inc E Specification Section 233713 Equipment Wall Louvers Quantity : 3 (Dimension : 36x12) t (Space below to be used by Arch/Eng. For comments) G 0:0 0:6 000 Or 000 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • •00 •• •• • •• • • j 000 • P • :-00: • • • • • %00: 2120 S.W. 57 fiefra&,HdllAood1•PL•33023 "954/981-3600•954/962-3473 Fax t , OCI ASSOCIATES, INC. . NO EXCEPTIONS TAKEN ❑ NOTE MARKINGS ❑ REJECTED • ✓❑ COMMENTS ATTACHED Engineer's review is for general conformance with the design concept and contract documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications,nor departures therfrom. The Contractor remains responsible for the details and accuracy for confirming and correlating all quantities and dimensions for selecting fabrication process,for techniques of assembly and for performing his work in a safe manner. BY: Jason Compton DATE: 9-22-2016 1.AMCA 540 and 550 are the certifications required by FBC 2014.The signed and sealed calculations are acceptable to OCI however, the AHJ must provide final , approval on products that are not specifically listed with AMCA 2.Verify dimensions with architect. . ... . . . . .. . . .. . . . .. ... .. . ... . ... ... . • • •• • •• •• • • • ••• • • ••• • • ••• • • • • ••• • • • • • • • • • • f � Air - P.O. Box 86 Perforrnance Ince Har Genco Drive Hartford,AL 36344 i Phone: (334)588-0070 Louvers and Custom Aluminum Products Fax: (334)588-0071 5WDRL-CF STATIONARY WIND DRIVEN RAIN RESISTANT LOUVER W/CHANNEL FRAME STANDARD CONSTRUCTION STANDARD FEATURES FRAME •Special blade design and close spacing minimizes 5"deep,6063-T5 extruded aluminum. ___ penetration of Wind-Driven Rain for excellent .081"nominal wall thickness. weather protection. _ •Tested in accordance with AMCA 500-L Laboratory BLADES Methods of testing Wind-driven Rain Performance. 6063-T5 extruded aluminum. H •Published performance ratings data based on .081"nominal wall thickness. testing in accordance with AMCA Publication 511 Double Drainable,sight-proof blades •52%Free Area. spaced on approximately 2.125"centers. I •Aluminum construction providing high resistance to corrosion. SCREEN I 3/4"x.051"thick,flattened expanded metal, — aluminum bird screen in removable frame. 4 W ---►I OPTIONS AVAILABLE Screen will add approximately 1/2" to the Options available at additional cost include: depth of the louver. ----- --- •Sill Extension/Head Flashing.i •Hinged Frame/Channel Subframe. FINISH •Security Bars. Mill •Filter Rack. •Bird/Insect screens.(See Screen Submittal) MINIMUM LOUVER SIZE •Blank-off Panels.(Standard or insulated) 12"w x 12"h 5"–►) FINISHES MAXIMUM LOUVER SIZE •Baked Enamel. 70 sq.ft.per section •Kynar. ' Bird Single section size not to exceed 120"w x 84"h � Bir •Prime coat. or 84"w x 120"h. Screen .Clear and Color Anodized.(Some variation in Louvers exceeding maximum single section Anodized color consistency is possible) size will be built in multiple sections and require field assembly. BLADE BRACE SUPPORT ANGLES Depending on louver size,windload or other Contact Air Performance for any additional special requirements,louvers will have rear information or special requirements mounted blade support angles that will increase overall depth of the louver. Note: Louvers built 1/4"smaller than opening size given. OPENING SIZE (inches) QTY OPTIONS TAG WITH (W) HEIGHT (H) 1 3 3611 1211 . .. .. . .. . . PROJECT: • • CONtRACfOR: LOCATION: • • • ..REPRESENTATIVE: DATE: i i • i i•i 9ARtH6TdT/ENGR: 9.0F 1 5WDRL PERFORMANCE DATA SHEET WATER PENETRATION "Beginning point of water penetratiori is•above, 1250 fpm i (Based of 48" x 48"test size louver) 0.30 E eo i� � 0.25 o as O Q- 0.20 . m vs m Q c 0.15 r' a`o E is .3Cn0.10 i O •` dO V � � C 0.05 O , 0.00 1000 1100 1200 1250 amca ciiiiinlD R1ITInGS Air Performance certifies that louver shown herein is licensed to bear the AMCA WRTER Seal. Ratings shown are based on tests and procedures performed in accordance rmrrunnon with AMCA Publication 511 and comply with the requirements of the AMCA D nero�unnno� Certified Ratings Program. The AMCA Certified Ratings seal applies to air UjD ".n".a performance, water penetration, and wind-driven rain ratings only. i WIND-DRIVEN RAIN PERFORMANCE Test size is 39"X 39"Core Area Wind Velocity Rain Fall Rate Gore Velocity Airflow Velocity Free Area Effectiveness Class Discharge (mph) (in./tv.) m cfm Ratio Loss Glass f fp m 29 3 279 3009 476 99.1 A, 2 29 3 369 3972 628 97.8 B 2 Discharge Loss Coefficient Classifications Wind-driven Rain Class Discharge Loss Coefficient Penetration Classes 1 0.4 and Above Class Effectiveness 2 0.3 to 0.399 •• ••+4•• 1 to 0.99 3 0.2 to 0.299 .• ;•; B.' 0.989 to 0.95 4 0.199 and Below C 0.949 to 0.80 .'. •;• .'. ';' t Below 0.80 . . .. . .. .. . . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . 1 r 5WDRL PERFORMANCE DATA SHEET PRESSURE DROP (Based on 48"x 48"test louver) 1 1.00 o� , 08 0.7 WE CIA OA up 0.3 d s C � 02 a 0 AroL d i L PA 0.10 Ar W 0.09 d ODS v 0 J0 ODB N 0116 r 0 D4 0 D3 a 0 J02. d a.o1 100 200 300 400 600 600 800 1000 2000 3000 4000 700 900 r FREE AREA CHART (Free Area Chart shows free area in ft2) k 12 18 24 30 1361 42 48 54 60 1 66 72 78 84 90 96 102 108 114 120 12 0.29 0.47 0.65 0.82 1.00 1.18 1.36 1.64 1.71 1 1.89 2.07 2.26 2.43 2.61 2.78 2.96 3.14 3.32 3.60 18 0.53 0.85 1.18 1.50 1.83 2.15 2.48 2.80 ` 3.13 3.45 3.78 4.10 4.43 4.75 5.08 5.40 5.73 6.05 6.38 24 0.79 1.28 1.77 2.25 2.74 3.23 3.72 420 4.69 6.18 6.67 6.16 6.64 7.13 7.62 8.10 8.69 9.08 9.67 30 1 1.061 1.71 2.361 3.01 3.66 4.311 4.96 5.61 6.26 6.911 7.56 8.211 8.86 9.511 10.161 10.81 11.461 12.11 12.76 36 1.30 2.10 2.90 3.70 4.60 6.30 6.10 6.90 7.70 8.50 9.30 10.10 10.90 11'.70 12.50 13.30 14.10 14.90 16.70 42 1.54 2.49 3.43 4.38 . 5.33 6.27 7.22 8.17 9.11 10.06 11.01 11.95 12.90 13.85 '14.79 15.74 16.69 17.64 18.58 48 1.78 2.87 3.96 6.06 6.16 7.25 8.34 9.43 10.63 11.62 12.72 13.81 14.90 16.00 17.09 18.18 19.26 '20.371 21.47 54 2.02 3.27 4.52 5.76 7.01 8.25 9.50 10.75 11.99 13.24 14.48 15.73 16.97 18.22 19.47 20.71 21.96 23.20 24.45 60 2,291 3.70 6.111 6.611 7.92 9.331 10.74 12.15 13.66 14.961 16.37 17.78 19.19 20.60 22.01 23.41 24.82 26.23 27.64 68 2.55 4.12 5.69 7.26 8.82 10.39 11.96 13.53 15.101 16.67 18.24 19.811 21.37 22.941 24.51 26.081 27.65 29.22 30.79 72 2.79 4.51 6.23 7.94 9.66 11.38 13.10 14.82 16.53 18.25 19.97 21.69 23.40 25.12 26.84 28.56 30.28 31.99 33.71 78 3.03 4.89 6.76 8.62 10.0 12.35 •14.2 •16 8 •17 •19'81 21.68 23.54 25.41 27.27 29.13 31.00 32.86 34.73 36.59 1 84 +3.27 5.27 7.28 9.29 11.36'03.31' !15.12 :17,63 :19U:21.39.23.36 25.37 27.38 29.39 31.40 33.41 35.42 37.43 39.44 r 90 3.52 5.69 7.85 10.02 12.19 14.35 16.52 18.69 20.85 23.02 25.19 27.35 29.52 31.69 33.85 36.02 38.19 40.35 42.52 96 3.78 6.11 8.44 10.77 13.101 J2.131 17.76 20.09 22.42-24.751 27.08 29.41 31.731 34.06 36.391 38.72 41.05 43.38 45.71 102 4.04 6.52 9.01 11.49 13.97 146 18.94 2113•23.91r31.0834.001 31.37 33.85 36.33 38.82 41.30 43.79 46.27 48.76 108 4.28 6.91 9.54 12.17 .:4.10 1 .R3 20.0 •22 25AZL.33 33.22 35.85 38.48 41.11 43.75 46.38 49.01 51.64 114 4.51 7.29 10.07 12.85 15.63 18.41 21.16 23.96 26.74 35.07 37.85 40.63 43.41 46.19 48.97 51.74 ` 54.52 120 4.75 7.68 10.60 13.53 16.+ .19J8 22.30.25.23.ZO.1536.93 39.85 42.781 45.70 48.63 51.55 54.48 57.40 { MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strcet, Room 208 1 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -invw.miaiuidade.gov/economy Air Performance,Inc. 159 Genco Drive ' Hartford,AL 36344 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami=Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the mainifacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Model 5WDRL 5"Blade Aluminum Louver System APPROVAL DOCUMENT: Drawing No. 15-153,titled"5"Blade Louvered System, Model 5WDRL", sheets 1 through 7 of 7, prepared by Tilteco, inc, dated 05/28/2015, signed and sealed by Walter A.Tillit, Jr., P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state; model/series, and following statement:"Miami-Dade County Product Control Approved", unless otherwise noted herein. 'RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of theproduct or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed' by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• • • • • • ••• •• INSPECTION: A copy of this entire NOA sh%l;b�•. i je j tq thjg users�iy the manufacturer or its distributors and shall be available for inspectidn at the jC4 Sitt d*;i-e4uest of the Building Official. This NOA revises and renews NOA 012-0314.15 and consists of this page t and`evidence page E-1,as well as approval document mentioned above, ••• • '000 ••• • fThe submitted documentation was'reviewed by Carlos M»Utfiera,PX ' R0 ••• • NOA No. 15-1008.05 MIAMI•DADECOUNTY Expiration Date: March 10,2021 jj• •• ••• Approval Date: April 28,2016 - �IgJ1��' :•: Page 1 .. .. . . . .. ... . . . ... . . . ... 1 Air Performance, Inc. j a NOTICE OF-ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-153,titled "5" Blade Louvered System,,Model 5WDRL",sheets I through 7 of 7, prepared by Tilteco, Inc,dated 05/28/2015,signed and sealed by Walter A.Tillit,Jr., P.E. R "B. t TESTS "Submitted unrler NOA #10-1214.14" k 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 ' 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4 4)Tensile Test,per ASTM E8 Along with marked-up drawings'and installation diagram,of a Model 5WDRL 5"Blade Aluminum Louvered,System, prepared by American Test Lab of South Florida,Test Report No. 0726.01-10,dated 09/16/2010,signed and sealed by Julio E. Gonzalez,P.E; 1 C. CALCULATIONS 1. Anchor calculations prepared by Tilteco, Inc, dated 06/02/2015, signed and sealed by Walter A.Tillit,Jr., P.E. "Submitted unrler NOA#10-1214.14" .� a 2. Anchor verification calculations prepared by Tilteco, Inc, dated 07/26/2010, signed and sealed by Walter A.Tillit,Jr., P.E. r D. QUALITY ASSURANCE I. , Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS r 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5"edition (2014) FBC issued by Tilteco, Inc, ' dated 05/28/2015,signed and sealed by Walter A.Tillit, Jr., P.E. i ' "Submitted under N&#12-031475 2. Statement letter of code conformance to the 2010 FBC, issued by Tilteco, Inc,dated 03/12/2012,signed and sealed by Walter A. Tillit,Jr., P.E. "Submitted un(ler-NOA #10-1214.14" 3. Statement letter of conformance to the 2007 FBC, issued by Tilteco;Inc, dated 12/13/2010, signed and sealed by Walter A.Tillit,Jr., P.E. r 4. Statement letwr of no flnanciid itltqesWsued by Tilteco, Inc,dated 12/ /2010,signed and i sealed by WaerA ;riNeJ . l).E :t �• . .. • , . .. :• . . .. 16 • 000 ••• • 000 Carlos M.Utrera,P.E. 0: • 0 • • Product Control Examiner • •• •• • •• NOA No. 15-1008.05 Expiration Date: March 10,2021 ° v Approval Date:, April 28 2016 . • • ••. • . .. .. . . . .. .. 000 • • • .06* • • . GENERAL NOTES: 1). 5" BLADE LOWERED SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED 7)• ANCHORS FOR MULLION Oa CONNECTION TO EXISTING.STRUCTURE SHALL-BE AS FOLLOWS (SEE SHEET 7). FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. 5' BLADE - ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE LOUVERED SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MLAMI-DADE/BROWARD ANCHOR'S MANUFACTURER. EDGE DISTANCE (E.D.) MINIMUM EMBEDMENT OR THREADED PENETRATION ARE COUNTIES). BEYOND ANY FINISH. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED.CODE, YIN.EUBEOMBIT OR THREADED PENEIRAMON MIN. EDGE DISTANCE(EA) MIN.SPACING USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.)'DESIGN PRESSURE RATING INDICATED ON THIS NOTE. ANCHOR TO TO TO IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 TYPE MANUFACNRER DIAMETER POURED I/4' MIN. MIN. DIB POURED POURED SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO CONCRETE STEEL WOOD CONCRETE STEEL WOOD coNcRETE STEEL WOOD COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINC INDICATED ON THIS NOTE. (r-3=pd w (AM-W (G=mI&0 IN ORDER TO VERIFY THAT COMPONENTS ON THIS (PA.D.), AS TESTED, WERE NOT OVERSTRESSED, A 33% TAPCCN XL ITW/BUILDEX 5/16'0 2 1/4' N/A N/A 3 1/6" N/A N/A 2" N/A N/A INCREASE IN ALLOWABLE STRESS-FOR WIND LOADS WAS kM USED IN THEIR ANALYSIS. nPE'r BRIT OR FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2012. rHH Tm s BOlr w/R - 5/76.0 N/A 1/4' N/A N/A 3/4' N/A N/A_ t 1/6' N/A 5" BLADE LOUVERED SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN11LTRACON ELCO • • ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TESTING LAD OF FASTENER coNSTRucnoN 5/16"0 N/A N/A t I/z' W0 N/A 1 B/�h•N/M N/A 8/18' • SOUTH FLORIDA REPORT 1 0726.01-10, AS PER TAS-201, TAS-202, TAS-203. ? PRODUCTS • • • ••••• MAXIMUM A.S.D. DESIGN PRESSURE RATING 150.0, -150.0 Bf. LARGE MISSILE IMPACT RESISTANCE. ••'••• P 8). 5" BLADE LOUVERED SYSTEM SHAD ONLY BE INSTALLED IN A LOCATION WHERE THC ROOM BEHIND 414E••• LOUVER IS DESIGNED TO DRAIN WATER PENETRATING INTO THE ROOM,•ANi THE ROOM WILL HOUSE WAT • 2). ALLSHEE LUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY WITH MIN. SPECIFIC YIELD STRENGTHS AS SHOWN ON RESISTANT/WATER PROOF EQUIPMENT, COMPONENTS OR SUPPLIES!••••• • • 2. 3). ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD POINT AND 90 ksf TENSILE 9). IT SWILL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF;ML•tSFIRtlCTURE WHEJi€• STRENGTH OR CORROSION RESISTANT CARBON STEEL AS PER DIN 50018 & SHALL COMPLY W/ FLORIDA LOUVER SYSTEM IS TO BE ATTACHED TO INSURE PROPER ANCHOFSAOEt•• • • ••0 0 'BUILDING CODE SECTION 2411.3.3.4. (SEE BILL OF MATERIALS ON SHEET 2) 10). (A) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY JAI?INQINEER IS•GENGT210 AND DOES NOT 4). , i.e. WHERE TNB 4; E CONDITIONS DEV4ATE •ALL WELDING OF ALUMINUM FRAMING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY A.W,S. PROVIDE INFORMATION FOR A SPECIFIC PROJECT ••••• D.1.2 REGULATIONS. USE CERTIFIED WELDERS. USE ER-5356 ELECTRODES. FROM THE PRODUCT APPROVAL DOCUMENT (P.A.D.) 000000 0 0 5). ALL ALUMINUM-IN CONTACT WITH DISSIMILAR MATERIALS MUST BE PAINTED PER SECTIONS 2003.8.4.2, (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PUR411MM:#*D INSTAkLATION INCLUDING 6LIFL6•Y 2003.8.4.4, 2003.8.4.5 AND 2003.8.4.6 OF THE FLORIDA BUILDING CODE AS APPLICABLE. SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT APPROVAU DOCLrMENT (F'•k.!PROVIDED HE/Slit DOES-NOT DEVIATE FROM THE CONDITIONS DETAILED ON THISO CC11M T. 0 6). ANCHORS FOR JAMB Q CONNECTION TO EXISTING STRUCTURE SHALL BE AS FOLLOWS (SEE SHEET 5): CONSTRUCTION SAFELY AT SITE IS THE CONTRACTOR'S RESPONSIBILIW. •••• 0.0•• - ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE (C) THIS PRODUCT APPROVAL DOCUMENT (PAA.) WILL-BE CONSIDERED INVALID IF ANCHOR'S MANUFACTURER. EDGE DISTANCE (E.D.), MINIMUM EMBEDMENT OR THREADED PENETRATION ARE BEYOND ANY WALL FINISH. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MINIMUM EMBEDMENT OR THREADED PENETRATION MIN. EDGE DISTANCE(E.DA WN.SPACING WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PA.D. _ POURED PfLMD ANCHOR TO TO TO TO CONCRETE CONCRETE (E) ORIGINAL PRODUCT APPROVAL DOCUMENT (PA.D.) SHALL BEAR THE DATE AND ORIGINAL SEAL AND TYPE MANUFACTURER DIAMETER POURED -, CONCRETE 1/6" MIN. MIN. 2.6 OR STEEL WOOD OR STEEL WOOD SIGNATURE OF THE PROFESSIONAL ENGINEER OR RECORD THAT PREPARED IT. CONCRETE BLOCK STEEL WOOD CONCRETE CONCRETE t (F-3122pO Ira(TSD"C-90 Ili (FY-33W k9L) ((;-ass Wm) BLOCK BLOCK 11)• 5' BLADE LOUVERED SYSTEM MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. CRETE—Ex COONSIRUC71ON 1/4"0 DUCTS1 3/4" 1 1/4' N/A N/A 2 1/2" N/A N/A 3" N/A NONE LABEL SHALL/A AIR PERFORMANCE,BINC.�CED FOR EVERY OPENING AND SHALL READ AS FOLLOWS: TEK SCREW ITW/BUILDEX 1/4"0N/A N/A 3/4" N/A N/A 1' N/A N/A 3/4" N/A HARTFORD, ALABAMA a MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. TAPCON ITW/BUILOEX 1/4"0 N/A N/A N/A 1 1/2" N/A N/A 1" N/A N/A 1" N11111111111/llll ♦S1'��'' � "' ,��� FLORIDA BUILDING CODE (High Velocity Hurricone Zone) uCENs�♦,,,,�►�,� THIS DRAWING SHALL ONLY BE USED TO _ PitODl1L•1'R6VIS6DTA�ECO,� OBTAIN PERMITS IN THE STATE OF FLORIDA womb*�'d161w1d6 5" BLADE LOWERED SYSTEM, IRAwx eY B•ildi••Gi0/s *t- t N• MODEL 5WDRL F.RA. sPl'f'aa Fr f L 1L E L'�INe. AIR PERFORMANCE,INC. 6OF�eCIs �• �' `ORIDP,•'`v��S TIUAT TESTING!i ENOINE[RINO GOYPANY s'/ ��41'♦ .Tss xw.H,..a.m»�.wwuxw cxoonlnu,u 159 CO DRIVE HARTFORD. 38N4 s ♦ erw•. f�a:tilt—e-1— iu Pi..-�AIAI EN ♦a 6«w"acom PRONE:f3a411 58ls-0O70.FAX:(sT.)we-ooTl 15-153 � IIIIIIIIN�1� aA�/1 AL4Jr4.16P7.E MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER � 1 DRANINO IM a 111 1 Or 7 a RL3D0' 1.063' 1.500' R1.J80' 080` . tato' 1.3 0^ -520" BILL OFMATERWISbWDRLLOUVER ASSEMBLY 2.t99' 2.034' ' 2000• 6 oBD' ITEM DESCRIPTION MATERIAL SME REMARKS (IYP.) 2.000" t 25' - .8 0`-mp -.3 e - .8 6,. ,. i ._ (TYY.) 1 BLADE , 6063-T8 ALLOY EXTRUDED ALUM. SEE DETAIL Fy(MW.)=25 ksl 3.199' .926` .822" 2 HEAD 6063-TO ALLOY EXTRUDED ALUM SEE DETAIL Fy(MIN.)=25 ksl _ 4.822' (DAP-038 HEAD 2.360" 4.1 s.0 - 3A JAMB 3 JAMB 8063.76 ALLOY EXTRUDED ALUM SEE DETAIL Fy(MIN)-26kal O1 BLADE AP-038 MOUNTING ANGLE O JAMB MOUNTING ANGLE 6083.78 ALLOY EXTRUDED ALUM SEE DETAIL Fy(MOL)-25 kN AP-037 4 BLADE BRACE 6063.76 ALLOY EXTRUOFD ALL VA SEE DETAIL Fy(MIN.)=25 kel 1.3 0' •545 6 SILL 6063-T6 ALLOY EXTRUDED ALUM, SEE DETAIL Fy(MIN.)=25ks1 a MULLION ANGLE 6081-T6 ALLOY EXTRUDED ALUM. SEE DETAIL Fy(MIN.).35 kat 3.199' 22 1.063^ 7 MULLION PLATE 6063-Ta ALLOY EXTRUDED ALUM. SEE DETAIL Fy(MK)-26 kW .6 4" 8 3.000' O JAMB B MULLION 8083-T8 ALLOY EXTRUDED ALUM SEE DETAIL F (MIN.)-25 kel •.152" -.000 r AP-039 9 MULLION CONNECTOR 6081-T5 ALLOY EXTRUDED ALUM SEE DETAIL N 35 ks, R.125' 2.1 0" .080• FY(MIN.) .080 Imo•) 1D SCREEN FRAME 8003-TO ALLOY EXTRUDED ALUM. SEE DETAIL Fy(MIN.)a 25 ksl (tYP.) 500 .060' 500 „ 11 BLADE BRACE ANGLE 6063-T8 ALLOY EXTRUDED ALUM. SEE DETAIL Fy(MIN.) 26 kal .201' .080• 12 BIRO SCREEN 3OD3-HI4ALLOY SEE DETAIL Fy(UK) Is km 4O BLADE BRACE O SILL 13 NEX HEAD TEX SCREWS 410 STAINLESS STEEL 1M'•x3WLONO ITW IBUILDEX 2 LONG AF-041 AP-040 �• ® HEX HEAD TEK SCREW 410 STAINLESS STEEL 114"•x 2'LONG ETW/BUILDEX 250' 18 HEX HEAD TFK SCREWS 410 STAINLESS STEEL •10x 1114'LONG LOUVER BLADE MID 17 (1YP.) W/NEOPRENE WASHER FRAME ASSEMBLY (START 0 6"FROM TOP, 3• • 1a THRU BOLT 9 ZINC PLATED STEEL 5/18'0 x 11/2"LONG• • M M907 2503.000* O ®O W/NUT 6 WASHER+ "il 12'O.C.THEREAFTER) - - • •• 3.000' ) 6 s 17 THRU BOLT 4 O ZINC PLATED STEEL • rd%v xN 1/T LONG W/ TM A.107 t.5 T/(/T A MCK WAS M V • ;6. 13 Boo' •••• z.oao` - • • • 2.000' .c. 0�6`O.C. • • 90606410 O MULLION ANGLE (START o 4 1/2'FROM TOP/BOTTOM q • • ,.000' .9 3`•• O .���.• 8.2 LOCATE SIDE BY SDE TO OPPOSITE 13) 1�. • • 250'- .329 204' • • •••• 1.500' ..• ••• �) 2 .os2• -187y �) • • • ••••• 2.000' 3 (TYP.)250' " 4,000•13BIRD 70SCREENFRAME 11 BLADE BRACE ANGLE MULLION PLATE 0 6'ox. O MULLION CONNECTOR • 4NOMINAL 3�{"EXPANDED • • (START O 3'FROM TOP/BOTTOM, 2 1/2"LONG ••••AITMINUM xO.040`Tp-K ••••: 7 LOCATE SIDE BY SIDE TO OPPOSITE 13) r • • •r 2.000" O8 .MULLION - ,t`t►tNt1{IINNIII/EiNJ .� ��\CENSF':; . FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REV11® oowiplybBwh61poF10" NO-. 0rm16 ixTDCO.Nc -5" BLADE LOUVERED SYSTEM, DRAWN DY. COMPONENTS A laomplliw dft bdkk.l5-/A�,OS MODEL 5WDRL SCALE 3/8'-1' 13/ Z/ �• Q. IL E C 0 INc. AIR PERFORMANCE,INC. 03 DATE RI��eo���� TILUT TESTING t ENGINEERING COMPANY 159 CENCO DRIVE oATE ww rte.TN..0.sb ws.MKw�WmM n A1N NAL E�a� :'.--a-,WW<.O..0 m'I I" PHONF:(HARTFORD. 4))�SM 007o�AAx:36344 )4asa-0071 15-153 ED-0006719 1NumN0 N. WALTER A TLLR Jr.P.E. ` .ov.s °� MIAMI-DADE COUNTY, P.E. SEAL/SIGNATURE/DATE ILEA U.1 44157 ry1a 12-005 a 2 a ry r. SHM 2 ai 7 r 0'Max. UNIT WIDTH ----- N4 814 c 4 25 5/8Max.(IYP. T _ 4UNLIMITED WIDTH 60*Max.MULLION SPACING 'Max. MULLION SPACING 'Mox.MULLION SPACIN A/4 014 T !26 5/8•Moz.(TYP. c' z CN i B/4 4 4 28 5/8'Max.(nP. c z G4 E B14 4 26 5/8•M.. � a � " 0 • UNIT i—Im HTox. NIT X1XZ ip A/4 B/4—J G4 814 a G4 814 4 • \•l MULTIPLE LOUVER UNITS • ' • • �•'••• • � • DETAIL 4/6 • „ 9 (EXTERIOR ELEVATION) •••••• OMP.AT EA AAMa) • Mox. • UNIT •• •• • ••••• T ���� • • •••••• x1lI . - 1 �DET.216 A/4 B/4 a DETAIL4/5—+- • (IYP.AT EA44►O) DET.ta,lb,lc/5 DET.316 ***so* • DET.la,INC o iv .•• SECTION X2-X2 ***so* (sT" • SINGLE LOUVER UNIT` ',�TT))W 0ftNfr•IOP MRRXI_L_0ffMAyVART. •• • • • • (EXTERIOR ELEVATION) NGWMR MAX VN1r MCI T 8NM4 ND EACEEDW'. • • • • • a •••• ••••• • • O•Max. UNIT WIDTH •••• -r A14 8/4 c 4 2a 5/a•Ma.(rn. E i a SINGLE & MULTIPLE UNITS 5WDRL LOUVER SYSTEMS M p N.T.S. —- -- - Max. , UNIT H HT } X1 X1 A/4 B/4s \ .� �R A: j/ rFLORIDA BUILDING CODE (High Velocity Hurricane Zone) SINGLE LOUVER UNIT DETAIL W5 rPPRp�Rum y>; tea, (EXTERIOR ELEVATION) IT .Ar lu AMM ��• i ,vi6lb•Plwidl �,\CENs '•.9 •mla nTEoo,mc 5" BLADE LOUVERED SYSTEM, mAm er: i-� ,: BwT4yaada ar _'?j MODEL 5WDRL rA.L Atpprtrn W - of �L EC O imc. AIR PERFORMANCE,INC. •sna,a ( _ — ) 'p'• /"' E OF • TILUT TESrING t ENGINEERING GOMPANT �N a , ._, a \a 6br11M •. + ....NR.x0.ii.Tu.xa.NRmeA oNAG4 R i71H - 159 GENCO DRIVE DET.2/6 � �..20RIDP,.:�(,�•��: 11.5„,IIo4DT,-law.re:WipH-,s„ HARTFORD.ALABAMA 38144 �ET.1a,1b,icl5 r rmoi:Bn.coeoq.com PHONE:(334)5115-0070•FAz:(x74)sea-Gon 15-153 SECTION X1-X7 DET.ta,1b,is '�iq NAL E ����� RALTE RI GRUtId°•.a.c •�No IarMAAR) MIAMI—DADE COUNTY P.E. S4�t 4101 l E/GATE FLORIDA Uc.1441sT ol9 12oss os Ze la ,� sNW 3 of 7 a EXISTING STRUCTURE REWO EXISTING STRUCTURE REQ'U ••7�•• .2 —ANCHORS 2 13 2 13 EXISTING STRUCTURE REQ'D iD.. (SEE SHEET 7) 0 Y — I I II it II IIp p11 3) 1s STAGGERED 10 10 1 3.000' I I II II II II r ( Xa,Xb,XC/7 I III II II II li I I Xa,Xb,XC/7 6. - 2.125' 2.123' I I III II II II III I I 9 (EA SDE OF e ) 3.000• I I III II II II III --(5)@ CONCENTRATED I I III II II II III I i AT TOP TO Us EXTERIO EXTERIO I I III II 11 II III I I ® EA SIDE, 0 1/2•O.C. 9 - 1 a 1 EXTERIOR 17 MSX. - - Max.HEINn EMUNI2 13 M9X y!d III IIIIIIII I I AT EACH I I III II II II III I O (2) 1s G>_ I I III II II II II I 70 Q&Qe I I III 111111111 I I 13 �•) �" I 2.L I I III II II II III I I °��' • 8 3 3 I (T I�I II II II II III I I • • • 10 r 1 o II II IIIIIIII IIIIIII IIIIII iIItII IIIIII II II • W;9;`Cv EN ED IT � �� B (BEYOND) (BEYOND) ER.SIDE, ® 1/ 01.o••• • •••• 10 II 1.250 (EA•SDE OF11 ne" II 1 o• •••••••.) �•••s••• t.o (3) 16 STAGGERED ••• I I 111111111 •• � ••••• 13 13 3.000• I 1 I I II III II �PAO", 1150 •••••• 5 O 12•o.c. 5 0 12•O.C. • • • • 5 1. :Jj 7 o• • SECTION A EXISTING STRUCTURE REQ'D SECTION B-B s• 1 @ JAMB 3 @ BLADE BRACE ANGLE Q1) EXISTING 2 `1 •••• Scat 3,1'-1• SCALE 31r-1 X8,Xb,Xc/7 STRUCTURE (W) 1�BOO • E1 D'• •# •: REQ'D CHORS •+ (2) is SECTION C-C® 1/2'FROM BOTTOM 12 (SEE SHEET 7) ToeQ�Qe @ MULLION (TV ) �'1„41A!I TI(/' SCALE 315•.1• 5 10 s ;'VCENSF•,9�� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) EXTERIO tPNaoE7eTtRwi**2 N0.44167 4=3 T1LTze0.wo 5" BLADE LOUVERED SYSTEM, wAw,5r. 13 0 12"o.c. r 1io�WW111Wle Hage :*_ 73LL. 2 RM GO& = - MODEL 5WDRL 10 �.� 6R�P r '�7� IL ECO imc. AIR PERFORMANCE,INC. 05/28/15 3 '��•i,, fW/' '�\v`I TiL.UT TES1W0 k EMNEERe10 COMPANY Dpi[ u 11� 11 ` \\ —ems.WW,0.n..ws.\acx\ n.3ilie 159 CENCO DRhE (BEYOND) ,• 11 ''pn/ON,A'tLLt1\\\` nr..:(15Spn-15W0.Fm.Om n-iss1 OWN) ALABAMA 30344 15-153 SECTION A'-A' 4- 1:51t4Woe0oLcom ' PHONE:(334)5e5-0070.FAX:(334)555-0071 EB-0005719 mrt �•r rrt DRALMR0 N. WALTER A TELA L.P.E. SCALE 314r-l' MIAMI—DADE COUNTY P.E. SEAL/SIGNATURE/DATE FLOMA Lm/44167 oto Iz-o55 o ze'.1 1 SNEEf 4 of 7 OPTIONAL 3A ORIENTATION 3A ORIENTATION 3A OPTIONAL -- 77.1 r- ORIENTATION E . 1 13 ATO E. . 13 AT 13 AT O E. . I 1 3A 8'O.C. I 3A B"O.C. 1 3A 8'O.C. -.E. . E.. - 1/4"0 TAPCO. . 1 10 15 12 1/4`0 TEK SCREW I 10 15 12 E.. I 1U 15 12 11W/BULDEX 1/4'• TAPCON CHEDUL (SEE SCHEDULE Al,}. .. I ——— (SEE SCHEDULE/1) — ——— (SEE SCHEOUL /I — ——— 1" E. •y 1 E.D. E. 1 1 .:� E. . .. E. . '' E D. /. •• POURED CONCRETE OR Jr 1/6'THK. STEEL-/ 4`5� • • CONCRETE BLOCK REO'Q'- •445' ———— FRAME REO'D 445' _.�— •• • • Fys33ksi `—` r•--- ••••• 3 15 3 15 • • ••••s CAP (BEYOND) (gEypNp) MIFRAME REO'0 2 3 •••1 • 5 • •• DETAIL 1a ••••,•(BEYONDJ••••• ••••• TO POURED CONCRETE DETAIL 1 b DETA K!-1ty•,, ••••• OR CONCRETE BLOCK TO STEEL TO WOIOID9• • •• ••i•• • • • • JAMB s CONNECTION DETAILS TO •••;•• • DIFFERENT SUBSTRATES •••.• ••00 •• ANCHOR SPACING SCHEDULE AT JAMB,VALID FOR CONNECTION TO (SEE GENERAL NOTE 6/1) • POURED CONCRETE,CONCRETE BLOCK,STEEL&WOOD SUBSTRATES ` • ••••• 3 MAX.ANCHOR SPACING AT JAMBS,SCHEDULE#1 5 ` • W/a(111Z"x2"x1/V ANGLE) SINGLE UNIT MAX.A.S.D. WIDTHOR MAXIMUM SPACING(in o.c.) \� DESIGNMILLION \ b� PRESSURE SPA NG(S) 1/4'0 CRETE- 1/4*o CRETE- 1/4'oTEK 1/4'o "VALID ONLY FOR W=100 psf. a ATMULTIPLE FLEXSS4To FLEXSS4TO SCREW TAPCON 1/e, ER 5356 RATING(paf) LINTS POURED CONCRETE TO To VALID ONLY FOR W=137 Pd. (In) CONCRETE BLOCK STEEL WOOD 48 8.. 7 8 B DETAIL 4 AT BOTTOM t750RL.ES9 80 B 51/2 8 .7112 � CORNER Nis 72 8 4 4 1/2 S 8112 80 8 4 8 6 46 e 4112 8 ewe FLORIDA BUILDING CODE (High Velocity Hurricane Zone) t75 TO 1110 ao a 31/2 8 51/2 reooucrnews� ,��y>��'��CENS'' > a°p'%*11 i WI&*aflame F 72 8 3 a 4112 c4� \ ��'; •4015 ILTEOO•INC 5" BLADE LOUVERED SYSTEM, auwR 9r eo 7. 3• e a �' MODEL SWDRL 48 8 3 ' 8 5 * �� '*' >:110 To s15o eo 7 3• a a ATE OF _ IL ECO 1Mc. AIR PERFORMANCE,INC. 05/029/15 Pro19EE ••• •4V TRLIT TESTING k ENGINEERING COMPANY 72 8 .8 3 � FP \ � uw: ow.ro«<wH1W, 159 CENCO DRIVE «A6wn HARTFORD.ALABAMA 311344 -80 5 1/2 - 7 3 Rh�a`.j�L; c ar-.� E OD087.a.oe,,, PHONE.'")5s°-OD7o.FAX.(334)M-am/ 15-153 •v IY EB-0008719 15—1 3 - JAyll II 11TL4 N. WALTER A TEN Jr. MIAMI-DADE COUNTY P. S�tLf�IJ(TURE/DATE FLORIDA 44167 oLD/ 99s ze 1 91481 9 or 7 13 •13/4 —1 C/4--I z)13 13 13 13 0 EVERY 0 EVERY 6.BLADE 11 AT EACH O 61N BLADE 0 12"ox. 0 12"ox. 12 10 10 12 10 10 12 ===T==-1 4 AT EACH 7O =-1 =___ I 1 1 aro „ • . ••.. 0•00 • B/4 J 5 5 15 15 5 0000•• ie•ees ••�• f (BEYOND) ( BEYOND) (BEYOND) •••••• • • • 0000 • EXTERIOR0000 i C/4 TERIOR • •0000000G00 900• • • • p 000000 • • 0000 DETAIL 2 (PLAN) DETAIL 3 (PLAN) 0.0.09 :000e0 Goes • @ BLADE BRACE ANGLE11 @ MULLION O •••••• • 0 • • • SCALE 3/8•=,' SCALE 3/8--1- • • • �• 0000 • 111111111 p ����•• ••.��TJ�i,� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PROCIMPAVISSD �Qr'••�,\GENsF°••,9, _ mOw4bft%a � ozDle TaTEao.nc 5° BLADE LOUVERED SYSTEM, oanwN e.. ��aagw.rr�Na� MODEL 5WDRL P.R.L. •o, �F '� IL�—Oi AIR PERFORMANCE,INC. o3/ze/,s 'Ly 'DR`O PWC TESTING 4 ENGINEERING COMPANY 15D �DRIVE DATE P • \` taae xM.]tU A.,H•.at,.UIItItA eiAtatt x.Slltt i \� n„tt,lios)erI-IAp.F,:WeNIn-Isar IW ITORD.ALABAMA 36344 9,FSc,:�::•:'CIJ�.\` .-m.m IW-0-1— PF4m:($34)Dee-aura.rAx:(334)5DD-007, 15-153 AAIAAIfI , WALTER A T"'.P.E. �.�• DRAY'INa x. MIAMI-DADE COUNTY P.E. SEAL/SIMAV111N1,RE/DATE rLOP1OA W.1 14167 01D ODD D51eIIEw 6 OF 7 C/4--1 CA--I C/4--� (3)5/16-0 RW/BUILDEX 3)5/16.0 TYPE Y'BOLT OR TAPCON XL ANCHORS HHB THRU BOLT W/NUT k 5)5/16'0 LLCa ULTRA(.'UN STAGGERED AT EACH ANGLE 0 9 EA.SIDE OF(D) LOC.WASHER EREDFASTENERS STAG ERED Q ( ) r �9 (EA. SIDE OF08 ) (EA SIDE OFTO POURED CONCRETE AT FACN ANGLE 9AT EACH ANGLE 9 (SEE TABLE 1) 3) 16 STAGGERED TO WOOD(SEE TABLE 1) (3) 16 STAGGERED 70 WOOD(SE 1) 3) 16 STAGGERED ' .1.375" 1.375' .7 .0110I.J75' 1.775' 0' •750' .250" 1.2 - .750' ,ODO. .500' .500' .500' + S5" + 1.500' 2. 2.500' 1.500' z 5• 2.500' 1.500' + + 2.500' .500' .250'z ,500' .250" .500' + .250' .. 1 r-71 1 11 � • • 1 • •• \s7= ••�••• • • • ---- ----- ---- ----- ---- ----- ----- ---- ----- • MCS--- 5 15 6 15 5 5 -15 1) 15 5 5 15 ••••• g �• - •• (BEYOND) (BEYOND) (BEYOND) (BEYOND) (BEYOND) •• C/4 EXTERIO C/4 TERIO •••••• (B �� SECTION Xa-Xa s) 3Qc°"cE"rRArEo SECTION Xb-Xb 5)+�CONCENTRATEO SECTIONAL--Xc CONCENTRATED,• AT T P TO l`e AT TOP TOO AT P TO 0 • CONNECTION EA. SIDE 0 1/2'ox. CONNECTION EA. SIDE 0 1/2ox. . CONNE TI •t*%IDE 0 1/2'6". 0 • TABLE 1 TO POURED CONCRETE AND E TO STEEL A'0 � TO WOOD •• (4) CONCENT�ITED (4) CONCENT�TED (4) CONCEN� SCALE: 3/B"-1' U SCALE: 3/8'-1' SCALE: 3/8"�1' 10 AT TTOM TO a AT B TTOM TO 8 AT ROM TO e TOTAL NUMBER OF ANCHORS PERCONNECTION EA SIDE,0 1/2'ox. EA SIDE, 0 1/2 ox. EA. SIDE, 0 1/2 0.c. .MAX. Section Section Section & ST WITH &ST T WITH &ST T WITH MAX.A.S.D. MULLION Xa-Xa Xb-Xb Xc-XC (1) 13 TO SLL05 (1) 13 TO SILL05 (1) 13 TO SILLOS DESIGN SPACING 5116.0 TYPE EA. SIDE OF(e� EA. SIDE OF no EA SIDE OF n8 PRESSURE AT 511wo 'F'BOLT OR rv18n 0 1/2"FROM BOTTOM 0 1/2"FROM-BOTTOM 0 1/2*FROM`-bOTTOM RATING MULTIPLE [TWATULDEX HHB THRU ULTRACON TAPCON XL BOLT W/NUT FASTENER (in) POUR (Pso UNITS POURED WASHER To aLocicTO MULLION(e CONNECTION DETAIL CONCRETE STEEL WOOD TOP & BOTTOM TO DIFFERENT SUBSTRATES '- 48 8 6 10 (S ALL NOTE 7/1) 375 OR LESS ,p 60 8 6 10 ,1p1 1 111 AAAA 80 6 8 10 �y��Q\,,•``G72 6 6 10 fNs�`'••,� y� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 49 6 8 toI D11Cr�tASEo - V 7 �' ? 02015 TLhro•PC 5" BLADE LOUVERED SYSTEM, DPA"9r. � s D MODEL 5WDRL >375 TO 3110 60 8 8 10 gyps CoMb - k= r.a•L 72 6 8 10 AftwWmm so - 6 to = e `` 1L. E C.0 1Nc. AIR PERFORMANCE,INC. G5/28/15 �e e e to b ��Q F( R1 '���� TIEUT TESTING�r.,ENGINEERING COMPANY 159 GENCO DRIVE DATE >311oT03150 80 - 8 10 �4i77jlCss:" .iLa�`� w:;:�l>oypI�pf,.mYcm" n n1a AA` !]0 NII-1'�I MARf139 NCO DR J03e. 10 �QN n` A .-mei:Wl«olleol.wm PRONE:(R/)555-0070.PAX:(J74)555-0071 15-1go"r7 80 - 8 10 HHL EB-0008719 ..e.. .R DRAWIN MIAMI-DADS COUNTY P.E. SEAL/SIGNATURE/DATE FLORIDA U�0 44167aD 1z-0a D5:e 15 r. .x SHEET 7