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EL-15-80 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 ( L� I 1 Inspection Number: INSP-239186 Permit Number: EL-1-15-80 Scheduled Inspection Date: July 17, 2015 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: RANDLE,JULIA Work Classification: Alteration Job Address:285 NE 103 Street Miami Shores, FL 33138-2430 Phone Number Parcel Number 1121360130440 Project: <NONE> Contractor: JAKE'S ELECTRIC, INC Phone: (305)796-6237 Building Department Comments RELOCATE OUTLETS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed EET Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid July 16,2015 For Inspections please call: (305)762-4949 Page 20 of 35 Miami Shores Village Building Department C ITE11 I V F,r, 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 JAN 142015 Tel: (305)795.2204 Fax: (305)756.8972 LBY:INSPECTION'S PHONE NUMBER:(305)762.4949 r FBC 201' BUILDING Permit No. FUI S C PERMIT APPLICATION Master Permit No.*_R0`N 2 Permit Type: Electrical JOB ADDRESS: d NILE 3 fA City: Miami Shores County: Miami Dade Zip: 32 Folio/Parcel#: Is the Building Historically Designated:Yes NO \Z, Flood Zone: 4�� OWNER:Name(Fee Simple Titleholder): ��1Q'i� a 1'� �'c 11 `ia (Q h��t(- Phone#: 3 Sq—SE3 Address:, N) E I �j�' T^ City: State: Zip:J -3 1 -3 � Tenant/Lessee Name: A Phone#: e Email: b S an a a C In. �C a rro CONTRACTOR:Company Name: O--4P-L_rl-,�(✓ t Phone#:3O I_ P _C0 2Q Address: city: 1 State: Zip:3,/�a Qualifier Name: ,c C v� C" Phone#: 3 e S"- 24l ,J�j State Certification or Registration#: I'7l Certificate of Competency#: l L /3 6 Q D-S-®3 Contact Phone#: 03 7 Email Address: a�k,,- Are.,J) R S 4 v7�/L ,,l � DESIGNER:Architec nginee . QX_--�.0 7YC 7 1:-C_ Phone#:1 o— 39,2-- k o Value of Work for this Permit:$ ."w l)© Square/Linear Footage of Work: Type of Work: ❑Addresssns OA/lteration ONew ORepair/Replace ODemolition Description of Work: �G C Submittal Fee$ Permit Fee$147_49�0'y CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ �i '7 Bonding Company's Name(if applicable) Bonding Company's Address City State zip Mortgage Lender's Name(if applicable) 1; Mortgage Lender's Address City 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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... 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 exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - ' Signature �s�� Owner or Agent Contractor The fo oing trument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20�,by bl(d day of IMW& 20 Le®by e , who is personally known to me or who has produced ,�.� who is personally known to me or who has produced /3( 3.�226&f As identification and who did take an oath. Le2�LO �-)3 XL/,o as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: nnt: Public State of rida rint: to of Florida c o�, Joanna M Fe Icl o• My Commi i� prey82753 My Co �cpk a i Feliciano CommC��01�I1al201it mmission FF 082753 � Expov � Expires 0111212018 k4r9c&sYrteaYs6Ys4dr8nY4e&rk4ek4e4:8:�4:Y:YkaedeYYY4r�drYie9cY4cYo49rd:�drYzYa49cY�YoY3a1r4raYikY9e4cdeY3e&4eTr�eY3nY9eicY3:&aFsYYY��9FYY4rde3e9rYdraYY3e��3e4YYdnYaYY4c9eaFY APPROVED BY /y "�i- tet>° Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10)2009)(Revised 3/15/09) A Municipal Contractor's Tax Receipt Miami-Dade County, State of Florida ul -THISIS NOT A BILL-DO NOT PAY W y IL M C A� o CC NO: 94EO00475 U ? BUSINESS NAME/LOCATION RECEIPT NO. m _u_ V L JAKES ELECTRIC INC EXPIRES 3 w OPERATING IN DADE COUNTY 745s47s SEPTEMBER 30, 20'15 ��¢ ft ch<0 O V Pursuant to County Code V u- 0 W o See 10-24 �c= O J In 0W W W � � N 6 towN OWNER TYPE OF BUSINESS PAYMENT RECEIVED Cul W Q y JAKES ELECTRIC 11NC ELECTRICAL CONTRACTOR U Z BY TAX COLLECTOR N Q m p 200.00 11/19/2014 0223-10-001 1=8 m Z This receipt is notvalid in the following Manicipalities:Aventura,Doral,Hialeah,Key Biscayne. W Miami Gardens,Miami Lakes,Palmetto Bay,Pinecrest,Sonny Was Beacb,Town of Cutler Bay. C) .. M® For more information,visit wv;+w.miamidade.govltaxcollector Local- Business Tax Receipt z Miami-Dade County, State of Florida Qz N u. g -THIS IS NOT A BILL - DO NOT PAY to 0 m N N WLBT ) ~ toO r V 3270212 Z`3 O U BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES Q o JAKES ELECTRIC INC RENEWAL p m�fl'`LL1 ,__ _"'_ OPERATING IN DADE COUNTY 3406840 SEPTEMBER 30, 2015 o J , a Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 W W 'v"; O�� SEC.TYPE OF BUSINESS �¢U_ W tb of c ro OWNER 196 ELECTRICAL CONTRACTOR PAYMENT RECEIVED 1 W M W C)'U o JAKES ELECTRIC INC BY TAX COLLECTOR O U 94E000475 G7 Q IL to O Q W w Worker(s) 2 $75.00 07/10/2014 N W-,w �_ m CREDITCARD-14-025966 o !:6 Z to ~ rW W Lu This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, 1 U W O Ile v n permit,or a certification of the holder's qualifications,to do business. Holder must comply with any governmental i W U U-� w or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 6a-276. Formore information,visit www.miamidademav/toxcollector — s' ACOR& DATE MMI/DD/Y" 111%� CERTIFICATE OF LIABILITY INSURANCE 6/4/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMCONTAE:CT Maria Benitez Jackson Insurance Agency PHONE (305)824-3464 FAxC.Nol: 2075 West 76th StD�LS.mbenitez@jacksonagency.com INSURER AFFORDING COVERAGE NAIC d Hialeah FL 33016 INSURER A:Ascendant Commercial Insurance 13683 INSURED INSURER B:Travelers Insurance Co. Jake's Electric, Inc. INSURER cJ3rid efield Casuality Insurance 10335 4410 Adams Ave INSURER D: INSURER E Miami Beach FL 33140 INSURER F: COVERAGES CERTIFICATE NUMBERCL146400959 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL S BR POLICY EFF POLICY EXP OMITS LTR POLICY NUMBER M D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO X COMMERCIAL GENERAL LIABILITY MISES a o r°n $ 100,000 A CLAIMS-MADE OCCUR L-40162-2 /1/2014 /1/2015 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 1,000,000 X I POLICY I I PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 300,000 ANY AUTO BODILY INJURY(Per person) $ B ALL OWNEDSCHEDULED AUTOS X AUTOS 9A70767A-14-SEL /28/2014 /28/2015 BODILY INJURY(Per accident) $ X HIRED AUTOS X AUTOS NON-OWNED Per. DAMAGE $ Uninsured motorist BI split limit $ UMBRELLA LAS OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ C WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/D(ECUTIVE Y/N E.L.EACH ACCIDENT $ 1, 00,000 OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) 30-31196 1/24/2014 /24/2015 E.L.DISEASE-EA EMPLOYE $ 11000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) This certificate is solely for the use as " Evidence of Insurance" CERTIFICATE HOLDER CANCELLATION (305)756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores VIllage ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORREDREPRESENTATIVE Miami Shores, FL 33138 Ed Jackson/MARIAB ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 t9ntnftm nt 'Tha annnn name aryl Innn aro renictarmaA marlee of Arnpn 57 lili JUN 15 2u9 MIAMI-DADS ---- � MIAMI-DADE COUNTY 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) WWW,miamid ade Qov/economy US Aluminum,Inc.—Division of C.R.Laurence Co.,Inc, 7500 NW 69th Avenue Miami,FL 33166 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"DHS-500"Aluminum Storefront System--L.M.I. APPROVAL DOCUMENT:Drawing No.W02-27,titled"US Aluminum Series `DHS-500' Storefront Sys.-&M.I.)",sheets 1 through 11 of 11,dated 03-29-02,with revision G dated 02/11/14,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,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. FISSILE 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, I model/series, and following statement: "Miami-Dade County Product Control Approved", unless otheiwise noted herein. I 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 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 displayed in advertising literature. If any portion of the NOA is displayed,then it shaWbe dpng ig it%ent r4y... INSPECTION: A:gopy.&Thi $rr*irj.�44, shall be provided to the user by the manufacturer or its distributors and shall be avdrlable for5nIpSetton at the job site at the request of the Building Official. This NOA revises and renews NOAH 11-0927.06 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well asapproyal document mentioned above. The submitted dolumentationowdes reviewed by�anuel Perez,P.E. .. . . .. . . .. . . QMIAMDARECOMUNTY NOA No.14-0331.0.2 Expiration Date: May 20,2019 . .. Approval Date: May 08,2014 • •• •• Pagel Y � US Aluminum,Inc.—Division of C.R.Laurence Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W02-27,titled"US Aluminum Series"DHS-500"Storefront Sys (L.M.I.)", sheets 1 through 1 i of 11, dated 03/29/02,with revision G dated 02/11/14, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS L Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform 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 along with marked-up drawings and installation diagram of series DHS-500 aluminum window wall/storefeont system,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-6554,dated 07/08/11,signed and sealed by Marlin D.Brinson, P.E. (Submitted under previous NOA No. 11-092 7.06) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform 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 along with marked-tip drawings and installation diagram of series DHS-500-1 aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-6075,dated 10/19/09,signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA #10-0345.02) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 242-94 2)Uniform 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'hind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series DHS-500-1 aluminum storefront system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FT45662,.dated.06/19/08, signed and sealed by Carlos Rionda,P.E. (Subrriitte4lii;dlqrViyv gtts�NOA #09 02.18.OS) .. ... .. . . . .. . ••• . ••• . . • • • • • • • • • • 000 • •• • •• • • Manuel J- 31.02 P.E. 00: ••• •• Product Contrfiner NOA Nb. ... . . ... . Expiration Date: May 20,2019 • • • . . Approval Date: May 08,2014 . . . . . . . . ... . . . ... . . US Aluminum,Inc.—Division of C.R.Laurence Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTnamD) 4. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform 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 along with marked-up drawings and installation diagram of series DHS-500 aluminum window wall system,prepared by Fenestration Testing Laboratory, Inc.,Test Repoli No. IiTL-4115,dated 03/24/04,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA #04-0331.02) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform 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 along with marked-up drawings and installation diagram of series DHS-500 aluminum window wall system,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4042,dated 01/26/04,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA #04-0331-02) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis,complying with FBC-2007 and FBC-2010,prepared by Al-Farooq Corporation,dated 09/15/11,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 11-0927.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice.9fAgcgptange 1jo,13�814.01 issued to Oldcastle Glass Inc. for their Y.: "Sto*nGlags'Al Mais In#eilayer", dated 10/24/13, expiring on 12/11/18. . •• . • • • ••• . •• ••• of • • • •• 000 • • • • • • • •• • •• • • •• • Manuel Perez .E. •.• • .•• • •• • Z, Product Control FA.an ner NOA No. 1 - 1.02 "' • • • • '" • • Expiration Date: May 20,2019 ' • "' • . Approval Date: May 08,2014 . . . . . . . . . •• •• .•. ••.• • ••• •• E-2 ••• • • US Aluminum,Inc.—Division of C.R.Laurence Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), issued by Al Farooq Corporation,dated May 1,2014, signed and sealed by J'avad Ahmad,P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010,and of no fmancial interest,dated December 05,2011, signed and sealed by Jravad Ahmad,P.E. (Submitted under previous NOA No. 11-0927.06) G. OTHERS 1. Notice of Acceptance No. 11--0927.06, issued to US Aluminum, Inc. — Division of C.R. Laurence., Inc, for their Series "Delta Doors DHS--500" Aluminum Storefront System,approved on 12/15/11 and expiring on 05/20/14. . •• . • . . ••• . f • •b• • ••• • • •• • • .• • • •• • • Manuel P.E. . • • • .. • • •• ••• •• Produet Contrpl Ex miner NOA No: 331.02 ..• • • • • 000 . Expiration Date: May 20,2019 • . • •.. • . • Approval Date: • •• •• • • •• •• E-3 D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. SEE SHEET 2 SEE SHEET 2 SEE SHEET 2U► SEE SHEET 2 N z z 04 DO A - `- _ �� A 0 it k=====___= c 1 � 01 ' o D9 D l II=====_____ 0 a a I IL it< z re M N M N J U I I / M N } U W v/ O Zal Sm- 4 03 x 00 N tp 1 ¢ to ro U O w j rr SEE US-ALUMIN M' c y En �j IMPACT D06R NC Ac i xd /i II FOR DOOR RAIN is �j & DETAILS. c Ln 3 1I I _�_____==_- Ck _ — (o S n ...... • all .• .rn • vi a4 M ° •••..• ! •••• •E 1i n i••••i 4" MAX. TYP. 4" MAX. TYP. I L l 7" MAX. MAX. MULLION SPACING 4" MAX. TYP. "17MAX. •••• � ''8HEAD/SILL L -HEAD/SILL HEAQ/SILL SEE SHEET 3 ANCHORS TYPE A, B OR C �� ANCHORS A, 8 OR C }{EAD SILL •••• yA -i ":•'• CORNERS CORNERS -2, 3 OR 4 AT EACH SIDE OF MULL `-_AT DOOR MULL CORNERS HEAD/SILL ••••• 2D SEE SHEET 4 SEE SHEETS 5 & 6 .• FOR QUANTITIES ••••• ""�• TYPICAL ELEVATIONS . a • US ALUMINUM SERIES `DHS-500' EPP D.L.O. HEIGHT = FRAME HEIGHT — 5.5" (WINDOW WALL SYS. W/O HORIZONTALS) ALUMINUM WINDOW WALL STOREFRONT SYSTEM D.L.O. WIDTH = FRAME WIDTH --- 5.5" (SINGLE PANEL) 19 � " MULLION CL TO CL SPACING - 3.75" (MULTIPLE PANELS) t= 01 0 THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. v °7 COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. SHUTTERS ARE NOT REQUIRED. o LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL 14) 0 0 WILL APPLY TO ENTIRE SYSTEM. INSTRUCTIONS: CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASEDo , vi of THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE .2 o m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH USING APPLICABLE ASCE 7 STANDARD. LAMINATED GLASS 24 r 0 U Q W 4 tJ VELOCITY HURRICANE ZONE (HVFiZ). LAM. INSUL. GLASS STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER CAPACITY OF DESIRED GLASS SIZE. LARGE MISSILE IMPACT LOADS TO THE STRUCTURE. a o CHECK MULLION CAPACITY FOR A GIVEN SPACING AND STEP 3 Engr. JAVAU�A!-iiOD PRODUCT itEVISED 1 o HEIGHT USING CHARTS ON SHEET 3 FOR STOREFRONT i?'i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS MULLION AND SHEETS 5 & 6 FOR DOOR MULLION. FLA. PEAL 70592 �canplCo with the>7larlda M EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1� �u;tding Code O THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. CA.N: 353,8 � i.cceptanov No ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS peptmn Dao o USING CHARTS ON SHEET 4 FOR STOREFRONT MULLION o r ARE NOT PART OF THIS APPROVAL. STEP 4 AND CHARTS ON SHEETS 5 & 6 FOR DOOR MULLION f r By j H. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SELECT ANCHOR OPTION WITH DESIGN RATING MORE y ,:. Mi I t<de Product Contro drawing no. THAN DESIGN LOAD SPECIFIED IN STEP i ABOVE. 9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO Fr CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS SSE -5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 'FEB'1� � �� W02-27 OF THE FLORIDA BLDG. CODE. AND 4 SHALL APPLY TO ENTIRE SYSTEM. sheet 1 of 1 1 lu GLASS LOAD CAPACITY - PSF GLASS LOAD CAPACITY - PSF 1/4" HEAT STR€N'D GLASS 1/4" HEAT STREN'D GLASS a GLASS TYPES GLASS TYPE CLASS TYPE GLASS TYPES GLASS TYPE GLASS TYPE Q NOMINAL DIMS. 'A' & 'B' 'C' 'D' N011iINAL DIMS. `A' & 'B' 'C' 'p' .090" Interloyer .075" Interloyer o DuPont SentryGlas StormGloss D.L.O. WIDTH D,L.O. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(--) D.L.O. WIDTH D.L.O. HEIGHT EXT.(+) INT.(--) EXT.(+) INT.(-) EXT.(+) INT.(-) By 'E.1. DuPont De Nemours & Co., Inc.' By 'Oldcostle BuildingEnvelope, Inc.' x 28" 100.0 130.0 120.0 130.0 80.0 80.0 28" 100.0 130.0 120.0 130.0 80.0 80.0 0 0 32" 100.0 130.0 120.0 130.0 80.0 80.0 32' 100.0 130.0 120.0 ^130.0 80.0 80.0 1/4" HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS F` 36° 100.0 130.0 120.0 130.0 80.0 80.0 36' 100.0 130.0 120.0 130.0 80.0 80.0 t-! 9 d Q 40" 100.0 130.0 120.0 130.0 80.0 80.0 40" 96' 100.0 130.0 120.0 130.0 80.0 80.0 z aQ z m 0 44" 60' 100.0 130.0 120.0 130.0 8_0.0 80.0 44" 100.0 130.0 120.0 130.0 80.0 80.0 �• 48" 100.0 130.0 120.0 130.0 80.0 80.0 48" 100.0 130.0 120.0 130.0 80.0 80.0 4z 0 10 I $ l7 10 $ 52° 100.0 130.0 120.0 130.0 80.0 80.0 52' 100.0 127.8 i 20.0 130.0 80.0 80.0 I i 4 n I f h d 56" 100.0 130.0 120.0 130.0 80.0 80.0 28" 100.0 130.0 120.0 130.0 80.0 80.0 I I I t CY W , 60' 1 100.0 130.0 1 120.0 130.0 80.0 80.0 1 32' 100.0 130.0 120.0 1 130.0 80.0 80.0 9 I 9 I t ® IL B G 28" 100.0 130.0 120.0 130.0 80.0 80.0 1 36' 102" 100.0 130.0 120.0 130.0 80.0 80.0 32' 100.0 130.0 120.D 130.0 80.0 80.0 40" 100.0 130.0 120.0 130.0 80.0 80.0 o a ?0 3s" 100.0 130.0 120.0 130.0 80.0 80.0 44' 100.0 130.0 120.0 130.0 80.0 80.0 LL g = C 40' 100.0 130.0 120.0 130.0 80.0 80.0 48" 100.0 129.4 120.0 130.0 Sfl.0 80.0 1 i 11 Itf } 44" 66' 100.0 130.0 120.0 130.0 80.0 80.0 28' 100.0 130.0 120.0 130.0 1 80.0 80.0 GLASS TYPE 'A' GLASS TYPE 'B' e f 48" 100.0 130.0 120.0_ 130.0 80.0 80.0 32' 100.0 130.0 120.0 130.0 80.0_ 8010 52' 100.0 130.0 120.0 130.0 80.0 80.0 36' 108" 100.0 130.0 120.0 130.0 80.0 80.0 56' 100.0 130.0 120.0 130.0 80.0 80.040' 100.0 130.0 120.0 130.0 80.0 80.0 1/4" HEAT STREN'D GLASS M ei I 60' 100.0 130.0 120.0 130.0 80.0 80.0 44' 100.0 130.0 120.0 130.0 80.0 80.0 090" Interloyer N c 28" 100.0 130.0 120.0 130.0 80.0 80.0 28' 100.0 130.0 120.0 130.0 80.0 80.0 DuPont SentryGlas n B 32' 100.0 130.0 120.0 130.0 80.0 80.0 32" 100.0 130.0 120.0 130.0 80.0 80.0 y `€.1. DuPont De Nemours & Co., Inc.' o 1/4" HEAT STREN'D GLASS 2 U �o� 36" 100.0 130.0 120.Q 130.0 80.0 80.0 36' 114' 100.0 134.0 120.0 130.0 80.0 80.0 1/4" HEAT STREN'D GLASS N 090" Interloyer ' c 40' 100.0 130.0 120.0 130.0 80.0 80.0 40' 100.0 130.0 120.0 130.0 80.0 80.4 1/2" AIR SPACE DuPont Buto Interloyer PVB o C 44" 72' 100.0 130.0 120.0 130.0 80.0 80.0 44" 100.0 130.0 120.0 130.0 80.0 80.0 By 'E.I. DuPont De Nemours & Co., Inc.' � 3 48" 100.0 130.0 120.0 130.0 80.0 80.0 44-1/4- 114-1/2- 100.0 130.0 120.0 130.0 80.0 80.0 1/4- TEMP. GLASS '"48 �• 1 4" HEAT STREWD GLASS • • a �"•' •••••• 52" 100.0 130.0 120.0 130.0 80.0 80.0 / • � oo ••••• �• 56' 100.0 130.0_ 120.0 130.0 80.0 80.0 � m � M cn M 60' i 00.0 130.0 120.0 130.0 80.0 80.0 z z ••••• r7 •3 28" 100.0 130.0 120.0 130.0 80.0 80.0 rn .•..• c is, 32' 100.0 130.0 120.0 130.0 80.0 80.0 O0 i Q 8A 4A °D to 10 I $ •••••• �c(•ro o g ••.•• " D.L.O. WIDTH D.L.O. WIDTH t 1 I ^ I I 1 4 • y g j .:.•• 36 100.0 130.0 120.0 130.0 80.0 80.0 t I _. I • . a ti 40' 100,0 130.0 120.0 130.0 80.0 80.0 I� I� I� Il I� �••••• •��:• 44" 78' 100.0 130.0 120.0 130.0 80.0 80.0 9 t 9 t • • •.•i• • • • 48' 100.0 _130.0 124.0 130.0 84.0 80,0 o! � 52' 100.0 t 3fl.fl t 20.0 130.0 80.0 80.0 = � •• • o ••.• LO 56" 100.0 130.0 120.0 130.0 80.0 80.0_ O i 1 A 11 60' 100.0 130.0 120.0 130.0 80.0 80.0 �E _j G �' 28" 100.0 130.0 120.0 130.0 80.0 80.0 w %ji% GLASS TYPE 'C' GLASS TYPE 'D' " 32' 100.0 130.0 120.0 130.0 80.0 80.0 = z f50 36" 100.0 130.0 120.0 130.0 80.0 80.0 0 GLAZING OPTIONS y o Z 40" -100.0 134.0 120.0 130.0 80.0 80.0 w ,,� 44" 84' 100.0 130.0 120.0 130.0 80.0 80.0 x %!' 48' 100.0 130.0 t 20.0 130.0 80.0 80.0 c a! . . N 0;o_ 0 0 52" 100.0 134.0 120,0 130.0 80.0 80.0 rn co o o 56" 100.0 130.0 120.0 _130.0 80.0 80.0 L 0 o w t� c+ s0" 1 100.0 130.0 120.0 130.0 80.0 80.0 28" 100.0 130.0 120.0 130.0 80.0 80.0 c " PRODUCT REVISED I w o 32 100.0 130.0 120.D 130.0 80.0 80.0 Engr: JAVAO AHAIAp 0, CIVIL as complying With tho Florida 36" 100.0 130.0 120.0 130.0 80.0 80.0 N a FLA. PE 1 70592 Building Code 40' 100.0 130.0 120.0 130.0 80.0 80.0 CAN. 3538 Acceptance No 13x ration Date ) s Ji 44" 90' 100.0 130.0 120.0 130.0 80.0 80.0 9 : v 48" 100.0 130.0 120.0 130.0 80.0 80.0 ( �, .F °f ri,1�j`. BY ' 52" 100.0 130.0 120.0 130.0 80.0 80.0 �` ul�a ade Product Contr4 NOTE; drawing no. 5s" 100.0 130.0 120.0 130.0 80.0 80.0 GLASS CAPACITIES ON THIS SHEET ARE ----'' ' W02-27 BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet 2 of 11 JAMB & MULLION LOAD CAPACITY - PSF JAMB & MULLION LOAD CAPACITY - PSF o JAMB & MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB & MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB MULLION MULLION MULLION MULLION MULLION JAMB MULLION MULLION MULLION MULLION MULLION NOMINAL DIMS. _ J1 MIN .M21 J ' IM2 Mo M3 M4 .M5 NOMINAL DIMS. M1 M3 M4 w EXT (+j_ - EXT. (+} EXT. (+) EXT. {+) EXT. (+) EXT. {+} EXT. (+} EXT. {+) EXT. (+) EXT. {+) EXT. (+) EXT. (+) w VADTH (W) FRAME HEIGHT INT. (-) INT. (-) INT. (-) INT. (-) INT. { ) INT. ( ) WIDTH NO FRAME HEIGHT INT. (-} INT. (-) INT. (-) INT. {-} INT. (-) INT. (-) a %s3 ;,, 32" 80.0 100.0 130.0 130.0 130.0 130.0 32" 80.0 40.0 130.0 130.0 130.0 130.0 cv a 36" _ 80.0 100.0 130.0 130.0 130.0 130.0 36" 80.0 40.0 130.0 i30.0 130.0 130.0 40' 80.0 100.0_ 130.0 _130.0 130.0 130.0 40" 80.0 40.0 130.0 130.0 130.0 130.0 LA 44" 80.0 100.0 130.0 - 130.0 130.0 130.0 44" 80.0 40.0 126.1 130.0 130.0 130.0 p 72" Wi 80.0- 100.0 130.0 130.0 130.0 130.0 48' 102" 80.0 40.0 117.0 130.0 130.0 130.0 I" c� W2 Yl3 52' _ 80.0 100.0 130.0 130.0 130.0 130.0 52' 80.0 40.0 109.5 126.1 130.0 130.0 C t 56" 80.0 100.0 . 130.0 130.0 130.0 130.0 56' 1 80.0 40.0 103.2 118.8 130.0 130.0 WIDTH (W) - W1 80' 1 80.0 100.0 130.0 130.0 130.0 130.0 32' 80.0 40.0 130.0 130.0 130.0 130.0 AT FRAME JAMB 32" 80.0 100.0 130.0 130.0 130.0 130.0 36' 80.0 40.0 130.0 130.0 130.0 130.0 W2 # W3 ® O 36" 80.0 100.0 130.0 130.0 130.0 130.0 40" " 80.0 40.0 121.6 130.0 130.0 130,0 WIDTH (w) 2 308 - AT FRAME MULUON a s Q 40' 80.0 100.0 130.0 130.0 130.0 130.0 44" 80.0 40.0 111.7 128.5 130.0 130.0 7£, 44' _ -80.0 100.0 130.0 130.0 130.0 130.0 48' 80.0 40.0 103.5 119.1 130.0 130.0 Z 48" 78" 80.0 100.0 130.6 130.0 130.0 130.0 52" 80.0 40.0 96.7 111.3 122.3 130.0 Y1 iiilll 52' 80.0 100.0 130.0 130.0 130.0 130.0 32" 80.0 40.0 130.0 130.0 130.0 130.0 56' 80.0 100.0 130.0 130.0 130.0 130.0 36" 80.0 40.0 119.8 330.0 130.0 130.0 60' 80.0 100.0 130.0 130.0 130.0 130.0 40" 114' 80.0 40.0 108.7 125.1 130.0 130.0 v 32" 80.0 100.0 130.0 130.0 130.0 130.0 44" 80.0_ 40.0 99.6 114.7 126.0 130.0 00 36" 80.0 100.0 130.0 130.0 130.0 130.0 48" 80.0 40.0 92.2 106.2 116.7 130.0 40' 80.0 100.0 130.0 130.0 130.0 130.0 32"' 80.0 40.0 128.2 130.0 130.0 130.0 U ¢ 44" 84' 80.0 100.0 130.0 130.0 130.0 130.0 36' 80.0 40.0 107.8 124.1 130.0 130.0 Zo 4 Z05 U 48" 80.0 96.5 130.0 130.0 130.0 130.0 40" 120' 80.0 40.0 97.7 112.4 123.6 130.0 o N 52' 80.0 91,0 130.0 130.0 130.0 130.0 44° 78.4 40.0 89.5 103.0 313.2 126.7 U-) 56' 80.0 86.5 130.0 130.0 130.0 130.0 48' 1 72.4 37.6 82.7 95.3 104.7 117.1 • • x '�y • • p C•• r� •••••• 60° $0.0 40.0 130.4 130.0 136.0 130.0 •• � , :t?. On 32" 80.0 100.0_ 130.0 130._0 130.0 130.0 "�•• ck° 1 :. 0 .36, 80.0 100.0 130.0 130.0 130.0_ 130.0 14 14 w M • 3 •••• • .. ••••• 40" 80.0 95.4 130.0 130.0 130.0 - 130.0 3 3 3 ••.••• c • .4.1�+� o • Q O _ •••• 44' 80.0 88.1 130.0 _13---- 13x.0 -- 130.0 •••••• a to. • • 48" 90" 80.0 82.1--- 130.0 130.0- - -130.0 130.0 6T1,3 6 3 6 3 6 3 • •••• �� Does•• 52" 80.0 77.2 130.4 130.0 130.0_ 130.0 ••••• • 56" 80.0 40.0 130.0 130.0 130.0 130.0 ' • S .. ; • • .. • • • • 64 4114k 60" $0.0 40.0 130.0- 136.6 130.0 130.0 o o--� 32' 80.0 100.0 130.0 130.0 130.0 130.0 • * o • 36' -_80.0 90.7 130.0 130.0 130.0 130.0 ai o MULLION 'M2' MULLION 'M3' MULLION '114' MULLION 'M6' r o 40' 80.0 _82.5 130.0 130.0 130.0 130.0 _ c I.- Ix 1N^4 I Sx IN 3 Ix IN-4 Sx IN-3 Ix IN"4 Sx IN^3 Ix IN-4 Sx IN 3 g ' 44" 80.0 76.0 T130.0 130.0 130.0 330.0 � � ALUMINUM 4.7649 1.8627 ALUMINUM 4.7649 1.8627 ALUMINUM 4.7649 1.8627 ALUMINUM 4.7649 1.8627 .. z a � 48" 96" 80.0 70.7 130.0 130.0 130.0 130.0 STEEL 3.397 1.469 STEEL 4.157 1.798 STEEL 4.730 2.046 �TOLAML EEL 5.490 2.374 a x W d o TOTAL TOTAL TOTAL 013 = w 52" 80.0 40.0 125.1 130.0 430.0 130.0 14.615 16.8202 18.482 20.6869 v, z� ix ALUM + Ix SIL X 2.9 be a flu + Ix SIL X 2.9 It A'W + fx 5R-X 2.9 + Ix STL X 2.9 � 56" 80.0 40.0 T 118.3 - 130.0 130.0 130.0 so« So.o 4o.a 112.5 12s.5 130.0 130.0 STEEL REINFORCING LENGTHS = FRAME HEIGHTS rd ,� �, o 32 80.0 96.5 c ct o a 36' _ 80.0 86.6 a_ o '41 �00 � r6 ai ni 40' 98" 80.0 78.8 _ 44' 80.0 v 72.5 48" 80.0_ 67.4 7 3 6 3 Q ' 52" 80.0 - -- _ -"- En3r: JAVAO AHMAO PRODUCT REVISED 56' 80.0 - v CmL FLA PE 79492 Buiiding Onde g with the Florida C.A.N. 3538' Acceptmice No b o d f PirationDateLiij�� o Y JAMB 'Ji' MULLION 'MI' By Miami DAda ProducCC;onifel drawing no. Ix !N"4 I Sx IN-3 I Ix 1N"4 ISX 4.5896 1.7941 4.7649 11.8N7:1 sheet 3 of11)1 JAMB & MULLION LOAD CAPACITY - PSF JAMB & MULLION LOAD CAPACITY - PSF INTERMEDIATE HORIZONTALS o JAMB & MULLIONS WITH INTERMEDIATE HORIZONTALS JAMB & MULLIONS WITH INTERMEDIATE HORIZONTALS N 1 JAMB MULLION MULLION MULLION MULLION MULLION JAMB MULLION MULLION MULLION MULLION MULLIONo _• . ' . . . 1 . . till emit _ ! . t NOMINAL DIMS. dl' _MI M2 M3 M4 DI6 NOMINAL DIMS. di Mf M2 M3' Ifo' M5 -- � EXT. (+} EXT. {+} EXT. (+} EXT. {+) EXT. (+) EXT. (+) DCT. (+} EXT. (+} EXT. (+) EXT {+} EXT. (+} EXT. {+} r VAOTH (IV) FRAIvtE HEIGHT INT {-} INT. (-} INT. {-) INT (-) INT. (-} INT. {-) WIDTH (W) FRAI,IE HEIGHT INT. (-) INT. (-} INT. {-} INT. {-) INT. {-) INT. A 32" `80.0 100.0 130.0 130.0 130.0 130.0 32" 80.0 40.0 130.0 130.0 130.0 130.0 g = sy 36" 80.0-� 100.0 130.0 130.0 130.0 130.0 36" 80.0 40.0 130.0 130.0 130.0 130.0 o w 40" 80.0-- - 100.0 130.0 130.0 130.0 130.0 40" 80.0 40.0 130.0 130.0 130.0 130.0 "'' *,;p, 44' 80.0 _100.0 130.0 130.0 130.0 130.0 44' 102" 80.0 40.0 118.5 130.0 130.0 130.0 48" 72' 80.0 140.0 130.0 130.0 130.0 134.0 48' $0.0 40.0 108.6 125.0 130.0 130.0 00 v 52' - 80.0 100.0 130.0 130.0 _ 130.0 134.0 52" 80.0 40.0 100.2 115.4 126.8 130.0 I I ( a vi 56" 80.0 100.0 130.0 130.0 130.0 130.0 56' 80.0 40.0 93.1 107.1 117.7 130.0 r_ W1 W2 W3 V13 6f1 60" 80.0 y98.9 130.0 130.0 130.0 130.0 32' 80.0 40.0 130.0 134.0 130.0 130.0 ® Q p 32" 80.0 100.0 130.0 130.0 130.0 130.0 36" 80.0 40.0 129.1 130.0 130.0 130.0 WIDTH (w) = W l x .0 36" 80.0 100.0 130.0 - 130.0 130.0 130.0 40 108" 80.0 40.0 116.2 130.0 130.0 130.0 AT FRAME JAMB < 40" 80.0 100.0 130.0 130.0 130.0 130.0 44" 80.0 40.0 105,7 121.6 130.0 130.0 W2 I W3 LL z N 44" - 80.0 100.0 130.0 - 130.0 130.0 130.0 48" 80.0 40.0 96.9 111.5 122.5 130,0 WIDTH (W) _ 78" 2 48" 80.0 100.0._._ 130.0 _ 130.0 130.0 130.0 52" 80.0 40.0 89.4 102.9 113.1 126,5 AT FFWAE MULLION Q g ._„_ 52' 80.0 96.2 130.0 130.0 130.0 130.0 32" 80.0 40.0 130.0 130.0_ 130.0 130.0 _^� 56" 80.0 89.4 130.0 130.0 130.0 130.0 36" 80.0 40.0 115.9 130.0 130.0 130.0 60" 80.0 83.4 130.0 130.0 130.0 130.0 40" 114" 80.0 40.0 104.3 120.1 130.0 130.0 v M 32' 80.0 100.0 130.0 130.0 130.0 130.0 44' 80.0 40.0 94.8 109.2 119.9 130,0 N = 36" 80.0 100.0 130.0 130.0 130.0 130.0 48" 79.3 40.0 86.9 100.1 109.9 123.0 5 " 40" 80.0 100.0 130.0 130.0 130.0 134.0 32' 80.0 40.0 125.5 130.0 130.0 130.0 U 44' 80.0 97.1 130.0 130.0 130.0 130.0 36' 80.0 40.0 104.6 120.4 130.0 130.0 u 415" 84' 80.0 89.0 130.0 130.0 130.0 130.0 40" 120` 80.0 40.0 94.1 108.4 119.1 130.0 ;n y 52" 80.0 82.2 130.0 130.0 130.0 130.0 44' 74.2 38.5 85.6 98.5 108.2 121.1 56' 80.0 76.3 130.0 130.0 130.0 130.0 48" 1 68.0 35.3 1 78.5 1 90.3 1 99.2 1 111.0 • • z ti-� • 60" 80,0 40.0 128.1 130.0 130.0 130.0 • • "< •••••• •• -TW coo o • 32' 80.0 100.0 130.0 130.0 130.0 _ _ 130.014 14 •••i• W W I ••••i• •••••• �Z5t0 M 8 18 3S' 80.0 100.0 130.0 130.0 130.0 130,0 13 3 13 3 •••• ••••• 40^ $0.0 92.2 130.0 134.0 134.0 130.0 ••• •• w o . • •�I •••• 44" • • 80.0 83.8 ]30.0 130.0 13 •• 0.0 130.0 •••� a •s�•N �g • • 3 ¢ •••• 90" 80.0 76.8 130.0 130.0 130.0 130,0 48' 6 _ 3 6 _ 3 6 3 6 3 •• .. _ 5D.1 ti ••••• 52' 84.0 74.9 128.8 130.0 130.0 130.0 •••.•• • 56' 80.0 40.0 119.6 130.0 130.0 130.0 _ • • • 60" 80.0 40.0 111.6 128.4 130.0 130.0 • • • ' ' eased• • 80.0 100.0 130.0 130.0 130.0 130.0 • • • • 36" 80.0 89.2 130.0 130.0 130.0^ 130.0 • o • MULLION 'M2' MULLION 'M3' MULLION 'M4' • o " 80.0 80.3 130.0 130.0 130.0 130.0 MULLION 'M5' pp 40 Ix IN^4 Sx IN-31Ix IN-4 Sx iN^3 Ix IN-4 Sx IN-3 IX IN-4 Sx IN-;$ q Q 44' 80.0 73.0 130.0 134.0 130:0- 130.0 ALUMINUM 4.7649 1.8627 ALUMINUM 4.7649 1.8627 ALUMINUM 4.7649 1.8627 ALUMINUM 4.7649 1.8627 iv a 96" 80.0 66.9 122.6 130.0 T 130.0 130.0 STEEL 3.397 1.469 STEEL 4.157 1.798 STEEL 4.730 2.fld6 STEEL 5,490 2,374 u a o 48" TOTAL 52" TOTAL 14.615 TOTAL 16.8202 18.482 20.6869 0 80.0 40.0 1]3.2 ]30.4 130.0 134.0 ix ALUM + 1x STL X 2.9 he uutl + ix sip x 2.9 Ix Alun±Is S1l x 2.9 x0uUAAtL+lx Sit x z.a 56" 80.0 40.0 105.1 121.0 130.0 130.0 60' 80.0 40.0 98.1 112.9 124.0 130.0 0 96.1 STEEL REINFORCING LENGTHS = FRAME HEIGHTS 32" Sqc 10i; 36' 80.0 85.4 41 46 10 0 0 0 4p^ 80.0 76.9 o a w 44' 98' 80.0 69.9 c 0. 80.0 64,0 7 3 6 52" SOA - Eng: JAYAO AttAO PRODUCT REVISED >I o a CIVIL as c0mplyin4 with the Florlda 56" 80.0 FLA PE { 70592 Building Code o � C.A.N. 35,111'. Acceptance Np- b piration Data y JAMB 41' MULLION 'M1' i By & v° Mia Dade Product' trig `s Ix IN^4 Sx IN-3] Ix IN^4 Sx IN^3 l+ 'a f�ttt n a. drawing no. <'�,: 4.5896 1 1.7941 4.7649 11.8627 1f ` ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF INTERMEDIATE C EJCF.(+) & INT.(-) EXT.(i) & INT.(-) HORIZONTAL NOMINAL DIMS. ANCHORS TYPE 'A' JANCHORS TYPE 'B' ANCHORS TYPE 'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' i N WIDTH (W) FRMdE HEIGHT A2 A3 A4 B2 B3 C2 C3 WIDTH (W) FRAME HEIGHT A2 A3 A4 B2 B3 C2 C3 0 32" 130.0 130.0 130.0 130.0 130.0 130.0 130.0 32" 95.4 130.0 130.0 130.0 130.0 130.0 130.0 ® t" o 36" 127.2 130.0 130.0 134.0 130.0 130.4 130.0 36" 84.8 118.7 130.0 130.0 130.0 130.0 130.0 _ --- ---- - � W '® 40" 114.5 130.0 130.0 130.0 130.0 130.0 130.0 40" 76.3 106.9 130.0 130.0 130.0 130.0 130.0 _ d N 44" 104.1 130.0 130.0 130.0 130.0 130.0 130.0 44" 108" 69.4 97.2 124.9 119.9 130.0 130.0 130.0 '�%n Wit' N M O 45" 72" 101.8 130.0 130.0 _130.0 130.0 130.0 130.0 45" 67.9 95.0 122.1 117.3 130.0 130.0 130.0 48" 95.4 130.0 130.0 130.0 130.0 130.0 130.0 48" 63.6 89.1 114.5 109.9w 130.0 130.0 130.0 0: Q 52" 88.1 123.3 130.0 130.0 130.0 130.0 r130.0 52" 58.7 82.2 105.7 101.5 130.0 122.8 130.0 W1 1`12 a t h 56" _81.8 114.5 130.0 130.0 130.0 130.0 130.0 32" 90.4 126.6 130.0 130.0 130.0 130.0 130.0 �� pQ Md 60' 76.3 106.9 130.0 130.0 130.0 130.0 130.0 36' 80.4 112.5 130.0 130.0 130.0 130.0 130.0 WIDTH (W) a W1 2 W2 (MULUON) O a Q s 32" 130. 0 130.0 130.0 130.0 130.0 130.0 130.0 40" 114„ 72.3 101.2 130.0 125.0 130.0 130.0 130.0 ® N 0 OD 36 117.4 130.0 130.0 130.0 130.0 130.0 130.0 44" 65.7 92.0 118.3 113.6 130.0 130.0 130.0 p 40" _ 105.7 130.0 130.0 130.0 130.0 130.0 130.0 45" 64.3 90.0 115.7 111.1 130.0 130.0 130.0gG 44" 96.1 130.0 130.0 130.0 _ 130.0 130.0 130.0 48" 60.3 84.4 108.5 104.2 130.0 126.1 130.0 .5L' 45' 78" 93.9 130.0 130.0 130.0 130.0 130.0 130.0 32" 85.9 120.2 130.0 130.0 130.0 130.0 130.0 qg" 88.1 123.3 1304 130.0 130.0 130.0 130.0 36" 76.3 M 106.9 130.0 130.0 130.0 134.0 130.0 52" 81.3 113.8 130.0 130.0 130.0 130.0 130.0 40" 120„ 68.7 96.2 123.7 _ 118.7 130.0 130.0 130.0` 56" 75.5 105.7 130.0 130.0 130.0 130.0 130.0 44" 62.5 87.4 112.4 I07.9 130.0! 130.0 130.0_ 60" 70.5 98.6 126.8 121.8 130.0 130.0 130.0 45" 6f.1 85.5 109.9 105.5 130.0 127.7 130.0 v °j a 32" 122.7 130.0 130.0 130.0 130.0 130.0 130.0 48" 57.3 80.2 103.1 99.0 130.0 119.8 130.0 N 36" 109.0 130.0 130.0 130.0 130.0 130.0 130.0 c 0 In 40" 98.1 130.0 130.0 130.0 130.0_ 130.0 130.0 v U ANCHORS TYPES; SEE SHEET 5 FOR DESCRIPTION o 44" 89.2 124.9 130.0 130.0 V 130.0 T 130.0 _ 130.0 i c A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION b 45" 84" 87.2 122.1 730.0 130.0 130.0 130.0 130.0o R2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION LO 48" 81.8 M 114.5 130.0 130.0 130.0 130.0 130.0 C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLIONc I •a•• 52" 75.5 105.7 130.0 130.0 130.0 130.0 130.0 : •• o L+•! • n ...••• A3 - �3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION .. Q 56" 70.1 98.1 126.2 121.2 130.0 130.0 130.0 B3 = 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION .Osseo fe •c Shy u S .• 60" 65.4 91.6 117.8 113.1 130.0 130.0 130.0 C3 = 3 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION •••s•• two, •••••• 32" 114.5 130.0 130.0 130.0 130.0 130.0 130.0 .•.�• :�� ..00: A'A4 = (4) ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION . _ • -�" 36" 101.8 130.0 130.0 130.0 130.0 130.0 130.0 •••• E �•�_ ', _ ..•• 40" 91.6 128.2 Y 130.0 130.0 130.0 130.0 130.0 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. •• •• a rair • •• �' h •...• 44" _83.3 116.6 130.0 130.0 130.0 130.4 130.4 •••••• • 45" 90" 81.4 114.0 130.0 130.0 130.0 130.0 1 130.0 48" 76.3 106.9 130.0 130.0 130.0 130.0 130.0 . •• :61 .es, g ••••• 52" 70.5 98.6 126.8 121.8 - ^130.0 M ^ 130.0~ 130.0 1 3„ •••• i a •••• 56" 65.4 91.6 117.8 113.1 f 30.0 130.0 130.0 3" {b- •A. T o 60" 61.1 85.5 v109.9 105.5 130.0 127.7 130.0 3 3" 3 H sai 32" 107.3 130.0 130.0 130.0 130.0 130.0 130.0 36" 95.4 130.0 130.0 130.0 130.0 130.0 130.0 w m Q 40" 85.9 120.2 130.0 130.0 130.0 130.0 130.033 w a W 78.1 109.3 130.0 . . . . -_ vUi U a S w 44" 1300 1300 1300 1300 � z 45" 96" 76.3 106.9 130.0 130.0 130.0 130.0 130.0 qg" 71.5 100.2 128.8 123.7 130.0 130.0 130.0 6" 6IT " � 3n O o s�- 52" 66.1 92.5 118.9 114.2 130.0 130.0 130.0 3" 3" 3" 3 0 3" " 56" 61.3 85.9 110.4 106.0 130.0 128.3 130.0 3" 3" 3 N a 0 0 0 60" 57.3 80.2 103.1 99.0 130.0 119.8 130.0 32" 101.0 130.0 130.0 130.0 130.0 130.0 130.0 A2, R2, C2 A3. B3, C3 A4 N ° 36" 89.8 125.7130.0 130.0 130.0 130.0 130.0 Eng?- JAVAD AHMAD PRODUCT RFVISED o 40" 80.8 113.2 ]3Q.0 130.0 130.0 130.4 130.0 CML FLA. PE f 70592 as mnplying with the Florida ,!, 1 44" 73.5 102.9 130.0 127.0 130.0 130.0 130.0 C.,kW 3538 Building Code c -- 102" Acceptance A'o ` . „ 45" 71.8 f 00.6 R 129.3 124.2 134.0 130.0 130.0 L?xpiratiots T)atc � o u r 48" 57.4 94.3 121.2 116.4 130.0 130.0 130.0- t 4 '• u 52" 62.2 87.0 111.9 t07.5 130.0 130.0 130.0 8) l F57.7 80.8 103.9 _ 99.8 130.0 120.8 130.0 L '= Miam'DadeProductCantro drawing no. -27 sheet 4 of 11 DOOR MULLION LOAD CAPACITY-PSF DOOR MULLION LOAD CAPACITY-PSF TOTAL NO. OF ANCHORS t y a AT DOOR MULLION HEAD V o WITHOUT LIGHT MEDIUM HEAVY WITHOUT LIGHT MEDIUM HEAVY WITHOUT LIGHT A1E01UtA HEAVY c^v REINF. REINF+ REINF. REINF. REINF. REINF. REINF. REINF. SUBSTRATE REINF. REINF. REINF. REINF. I WIDTH (W) FRAME HEIGHTEXT. (�} EXT. {+) EXT. (+) EXT. (+) WIDTH (W) FRAME HEIGHT EXT. (+) EXT. EXT. (i) EXT. CONCRETE _WOOD 4 5 S 6 US ALUMINUM0 INCHES INCHES INT, {-) INT. {-) INT. (-) INT. (-) INCHES INCHES INT, (-) INT. (-) INT. (-) INT. ( ) METAL 4 4 4 5 OUTSWING DOORS z 30 75.0 100.0 100.0 100.0 30 75.0 1 100.0 100.0 100.0 - J SEE SEPARATE NOA _® .1" -Nrn F' 33 75.0 100.0 100.0 100.0 33 69.7 96.9 100.0 100.0 fill +�L ---- ' w -�_- -�T== - 36 75.0 100.0 100.0 100.0 36 53.9 88.8 100.0 100.0 i -= I r-- � 39 75.0 100.0 100.0 100.0_ 39 59.0 _ 82.0 _ 100.0 100.0 o I /R o 1 1° I -- --# Q 75.0 100.0 100.0 100.0 42 54.8 - 76.1 100.0 100.0 75.0 100.0 100.0 51.1 71.1 97.2 10 .0 82 110 45 K t- 48 75.0 100.0 100.0 100.0 48 - 66.6 91.2 100.0 t // y p = d / T i I ra 51 75.0 100.0 100.0 100._0 51 - 62.7 85.8 100.0 w = r& 54 75.0 100.0 100.0 100.0 _ 54 - - 59.2 81.0 100.0 �1tE ji1�I I i' ® 0.Q e� 57 75.0 100.0 104.0 100.0 57 - 55.1 76.8 97.6 g 1 ;1 \-3 ,1\ F i T o o ��; 0 oZj r► 60 74.5 95.9 100.0 100.0 60 - 53.3 72.9 92.7 .0 N 30 75.0 100.0 100.0 100.0 30 95.9 100.0 100.0 i j i' i a Q Gf 33 75.0 100.0 100.0 100.0 33 - 87.1 100.0 100.0 I .L-- -�,y �t \�r I y� zZ I F 36 75.0 100.0 100.0 _100.0 36 - 79.9 100.0 100.0 39 75.0 100.0 1004 - 100.0 39 - 73.7 100.0 100.0 42 $6 75.0 100.0 100.0 100.0 42 116 - 68.5 93.7 - 100.0 W2 Nd1 ydi >rd2 45 75.0 _100.0 100.0 100.0 45 - 63.9 87.4 100.0 M 48 75.0_ _ 100.0 100.0 100.0 48 - 59.9 - 82.0 100.0 W1 + w2 yet W2MTG. STILES S ANCHORS AT ci = .r 51 75.0 100.0 100.0 100.0 51 - 56.4 77.2 98.1 2 WIDTH (W) WIDTH (W) 2 + 4 SEE DOOR NOA v' 00 ro 54 74.7 96.9 100.0 100.0 54 - 53.3 72.9 92.6 c T TOTAL NO. OF ANCHORS t00 M 57 70.8 91.8 100.0 100.0 57 - 50.5_ 69.0 87.7 AT DOOR MULLION SILL 60 - 87.2 100.0 100.0 60 - 47.9 _ 65.6 83.4 WITHOUT LIGHT MEDIUM HEAVY o 0 SUBSTRATE REINF I REINF. REINF. REINF. cin U 30 75.0 100.0 100.0 100.0 _ 30 - 89.6 100.0 100.0 CONCRETE 4_ 5 _1 5 1 6 US ALUMINUM ►- 33 75.0 100.0 100.0 100.0 33 - 81.4 100.0 100.0 ---• �n TOTAL NO. OF ANCHORS OUTSWING DOORS I �, ••� 36 75.0 100.0 100.0 100.0 36 - _ 74.7 _ ~_~100.0 _ 100.0 AT DOOR MULLION HEAD SEE SEPARAT€ NOA WfTHOUT LIGHT MEDIUM HEAVY ••• 4 r ••• 39 75.0 100.0 100.0 100.0 39 - 68.9 94.3 100.0 SUBSTRATE REINF. REINF. REINF. REINF. -- • ss� g • 42 75.0 100.0 100.0 100.0 - 42 - 64.0 87.6 100.0 WOOD 6 7 9 10 ' ••••• .i -;Z-46w I ••.. . 92 120 -- CONCRETE 4 5 5 6 � _ - • cn .,.�rMi to 45 75.0 100.0 100.0 100.0 45 - - 59.7 81.7 100.0 METAL 4 -4 _ �4� 5 --- •. • _ i••••i 48 72.$ 95.3 100.0 100.0 _ 48 - 56.0 76.6 � 97.4 ,, • LE O z� n ••s•• 51 68.5 89.7 100.0 100.0- 51 - 52.7 _ 72.1 91.6 __ __ ••• .0sc 54 54.7 84.7 100.0 100.0 54 - 49.$ b8.i 86.6 � r- `- --T 00• •, :1. i g -i 0000.• 57 - 80.2 100.0 100.0 57 - 47.1 64.5 82.0 I! / 0004•. • 60 - 76.5 100.0 100.0 60 - 44.8 61.3 77.9 d / I • • • ••• •0 X G /i I 0000. 30 75.0 100.0 100.0 100.0 c� II / t9 • • • • 33 75.0 100.0 100.0 100.0_ �I/ °0 = I •• • 0 • 0000• a o 6 t� w 36 75.0 100.0 100.0 100.0 w I� I'` a w i ta 38 75.0 100.0 100.0 100.0 % lit 42 98 72.7 95.9 100.0 100.0 6 3 -- ° 1' Q TOTAL N0. OF ANCHORS I� a 1' o 45 67.8 89.5 100.0 100.0 AT DOOR MULLION SILL t O 1 0 c 48 63.6 83.9 100.0 100.0 Ix IN-4 SX IN^3 WITHOUT LIGHT A1EOlUM HEAVY I o I C $ 51 59.8 79.0 100.0 100.0 4.9848 1.9567 SUBSTRATE REINF. REINF REINF. REINF. II � CONCRETE 4 5 5 6 II I 4), 0 0 a a w 54 - 74.6 100.0 100.0 o t., o WITHOUT HEINE. STEEL REINFORCING LENGTHS � FRAME HEIGHTS �`- �1 57 - 70.7 96.7 100.0 11 60 '- 67.2 91.9 100.0 16 18 18 Vd2 W1 m vi a! O ao 30 75.0 100.0 100.0 100.0 17 o r c 33 75.0 100.0 100.0 100.0 36 74.6 99.4 100.0 100.0 - WIDTH (W) Wt + W2_ �' 2 39 68.9 91.7 100.0_ _10_0.0 N i- 42 104 64.0 $5.2 100.0 100.0 6 3 6 3 6 3 Engr: JAVAO AHMAD PROI)LICT REVISED I e o 45 59.7 79.5 100.0 100.0 T Ct41L N Complying'Arid,Nle Florida 4'1 48 56.0 74.5 100.0 100.0 FL"'C.A.N. 3576 92 Ruilding Cod, p �icceptance Na n ixpiratiou Date l[ .. 51 - 70.2 96.0 100.0 � � j � u 54 - 66.3 90.7 100.0 LIGHT REINF. MEDIUM REINF. HEAVY REINF. 57 - 52.8 85.9 i 00.0 Ix IN^4 Sx lIN^3 IR IN^4 Sx IN^3 Ix 1N^4 Sx IN^3 / ' thfi r1 Dade Product Con ALUMINUM 4.9848 1.9567 ALUMINUM 4.9848 1.9567 ALUMINUM 4.9848 1.9567 W02-27 AdjrOwing no. 60 - --59.6 81.6 100.0 STEEL 1,8775 .8119 STEEL 3.2021 1.384'7 STEEL 4.5354 1.9614 "s ,- {rf ,: - d ►r y 2-2 7 TOTAL 10.4296 TOTAL 14.2709 TQTAL 18.1375 ""` " tx AtdlA1 } Ix 57L X9 9 ix Att11d + ix SIL X 2.9 k ALUM + k STL x 2.9 sheet 5 of 1 1 DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF TOTAL NO. OF ANCHORS REOD. AT DOOR MULLION HEAD NOMINAL DIMS. LIGHT REINF. MEDIUM REINF. HEAVY REINF. NOMINAL DIMS. LIGHT REINF. MEDIUM REINF. HEAVY REINF. UPTO 75 PSF UPTO 100 PSF momN FRA�AE HEIGHT WIDTH (Y!1) WIDTH (W2) EXT- + EXT. + EXT. + FRAME HEIGHT WIDTH {Wt} WIDTH (Yl2) EXT + EXT, + EXT. + N0. AT AT N0. AT N0. AT cv INCHES INCHES INCHES INT. - INT. INT. -3 INCHES INCHES INCHES INT. - INT. -; INT �-; SUBSTRATE TRANSOMJ!�5 LITE TRANSOM FIX. LITE WOOD 4 6 6 z * w 46-1/4 100.0 100.0 100.0 46-1/4 69.1 94.5 100.0 CONCRETE 3 3 3 4 ® a 60 52--1/4 100.0 100.0 100.0 60 52-1/4 65.1 89.0 100.0 METAL 2 3 3 3 ,,,� 15 58-1/4 97.1 100.0 100.0 58-1/4 51.5 84.1 100.0 ile I US ALUMINUM -------------- a 64-1/4 91.5 100.0 100.0 64-1/4 58.3 79.7 100.0 r -- --------- OUTSWING DOORS o O ,�� -I SEE SEPARATE NOA 46-1/4 100.0 100.0 100.0 46-1/4 66.9 91.5 100.0 52-1/4 100.0 100.0 100.0 52-1/4 63.1 86.4 100.0 II -------.--____-_-__ � O 64 - 64 o C� - ----r r----_-� i 58-1/4 94.7 100.0 100.0 58-1/4 59.8 81.8 100.0 _N ��"�r 1 ------ 'o 64-1/4 89.4 100.0 100.0 - 64-1/4 56.7 77.6 98.6 - tl d / II11 \ ►, C 90 46-1/4 100.0 100.0 100.0 108 46-1/4 63.0 86.1 100.0 52-1/4 95.7 100.0 100.0 52-1/4 59.6 _ 81.5 100.0 w 1 / F I n \ I' a I I : 72 58-1/4 90.3 100.0 100.0 58-1/47- 56.6 77.4 98.4 w i I I o i; .0 64=1/4 85.4 100.0 100.0 64-ij4 53.9 73.7 93.7 P. �1�1I o a LqL 46-1/4 94.3 100.0 100.0 46-1/4 57.8 79.1 100.0 84 52-1/4 89.1 100.0 100.0 84 52-1/4 55.0 75.2 95.6 00 I kg F 58-1/4 84.4 100.0 100.0 58-1/4 52.4 71.7 91.2 \ v I / I, o 64-1/4 80.1 100.0 100.0 46-1/4 60.4 82.6 100.0 1119 I, -71 46-1/4 93.3 100.0 100.0 60 52-1/4 57.0 77.9 99.1 �� L�� p - 60 52-1/4 87.5 100.0 100.0 58-1/4 _ 53.9 73.8 93.8 - C 58-1/4 82.4 100.0 100.0 64-1/4 51.1 70.0 88.9 V12 W1 ANCHORS AT MTG. STILES y m SEE DOOR NOA 64-1/4 77.8 100.0 100.0 46-1/4 58.4 80.0 100.0 o V a 46-1/4 90.6 100.0 100.0 64 52-1/4 55.2 75.6 96.0 TOTAL NO. OF ANCHORS READ. 52-1/4 85.1 100.0 100.0 - 58-1/4 52.3 71.6 91.0 AT DOOR MULLION SILL 64 -- -' - UPTO 75 PSF UPTO 100 PSF o 58-1/4 80.2 100.0 100.0 114 64-1/4 49.7 68.1 86.5 NO. AT NO. AT N0. AT N0. AT ` SUBSTRATE DOOR FIX. LITE DOOR FIX. LITE t� •p•• 64-1/4 75.9 100.0 100.0 46-1/4 54.9 75.1 95.4 CONCRETE 2 3 2 4 - • • z �j„6 • 96 '••• c: q Q � 6666•• 4b-1/4 85.6 100.0 100.0 72 52-1/4 52.0 71.2 90.55 �1K.6 a • 52-1/4 80.7 100.0 100.0 58-1/4 49.5 67.7 86.0 6666• `�`�' '*0 `* of •• 72 • 6066•• 58-1/4 76.3 100.0 100.0 64-1/4 47.2 64.5 82.0 06.6• c 6 'o M i••6 6 i 64-1/4 72.4 99.0 100.0 84 46-1/4 50.3 68.8 87.4 • �6W >n • • Q G •0.66 6666 46-1/4 79.1 _100.0 100.0 52-1/4 47.9 65.5 $3.3 E `- $z s� 84 52-1/4 74.8 100.0 i 100.0 46-1/4 53.2 72.8 92.6 �•••0• a �jig 0.6000 58-1/4 71.1 97.2 100.0 60 52-1/4 50.3 68.8 87.4 •••••• • 64-1/4 67.6 92.6 100.0 58-1/4 47.7 65.2 82.9 • • : 0• • 6 • • 0 6666• 46-1/4 79.$ 100.0 300.0 64-1/4 45.3 61.9 78.7 6 � • • 60 52--1/4 75.0 100.0 _100_0 46-1/4 51.5 70.4 89.5 •• • • ^ •••6: 58-1/4 70.8 96.9 100.0 120 64 52-1/4 48.7 66.6 84.7 Coe 64-1/4 67.0 91.5 100.0 58-1/4 46.2 __ 63.3 80.4 rn N o U Q c - 46-1/4 77.4 100.0 100.0 64-1/4 44.0 60.2 76.5 o w w m w 52-1/4 72.9 _99.7 100.0 46-1/4 48.2 66.0 83.9 i ` a 58-1/4 68.9 94.2 100.0 72 52-1/4 45.$ 62.7 79.7 64 � o UaUw 64-1/4 65.3 89.3 100.0 58-1/4 43.5 ____ 59.7 75.9 z z z z i02 46-1/4 73.0 99.9 10D.0 84 46-1/4 44.1 50.3 76,7 STEEL REINFORCING LENGTHS = FRAME HEIGHTS 72 52-1/4 68.9 94.3_ 100.0- in o c o a 16 18 18 58-1/4 65.3 89.4 100.0 17 g q a •- 64-1/4 62.1 85.0 100.0 15: 46-1/4 67.2 91.9 100.0 ' 52-1/4 63.8 87.3 100.0 84 0 58-1/4 60.7 83.0 100.0 6 3 6 3 6 3 Engr; JAVAD AHMAD PRODUCT REVISED 54-1/4 57.9 79.2 100.0 _� C !t3 complying With the Florida I N F C.A.N. 3538592 naildit�g Code Acceptatsce No ' Lxpiration Date KIo LIGHT REINF. MEDIUM REINF. HEAVY REINF. 13y ., C � v u Ix IN-4 Sx IN-3 Ix IN-4 SX IN-3 Ix IN-4 3x IN 3 ' '-=3 Y:4' I" Mia Dade Product Colttro! " drawing no. ALUMINUM 4.9848 1,9567 ALUMINUM 4.9848 1.9567 ALUMINUM 4.9848 1.9567 / W02-27 STEEL 1.8775 .8119 STEEL 3.2021 1.3847 STEEL 4.5354 1.9614 g '� TOTAL TOTAL TOTAL ,? 10.4296 14.2709 18.13751 sheet 6 of 11 bt ALUM + Ix SRX 2.8 Ix ALUM 4 tx SRX 2.8 he ALUM + Ix STI.X 2,9 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING —1BY OR 2BY TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEY. FOR SPACING 4t V4 WOOD BUCKS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING I C11 R1ST.a a a oD 4. jj EDGE DIST. / '•'f . a 4 'd a METAL € O h til r STRUCTURES .1 117 EDGE DIST. ° 1 EOG IST. OOD I" •4" c:3. O 4 d v 4 4 c c is SiRhJ TllRES s � C u Gin CY Laa 8 I 1 `aha o 0t4 Wz BA 4A Q it tl it ,I ,I AL o — WOOD BUCKS AND METAL STRUCTURES NOT BY US ALUMINUM o -`---- o MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND 5 M II II rl 11 III TRANSFER THEM TO THE BUILDING STRUCTURE. � t I 1 4 I I I r! TYPICAL ANCHORS: SEE ELEV. FOR SPACING C� a� ' ' 1 4" DIA ULTRAMN BY 'ELCO' Fu=177 KSi, F —155 KSI � ,I lu � TYPE A- / ( x- ) ILU -J 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C 3 �+ 1-3/8" MIN. PENETRATION INTO WOOD �i-. �E O • . O n 0000,0 + + _ `� THRU 1 BY BUCKS INTO CONC. OR MASONRY ..... .� � $ •(03 O W v 1-1/4 MIN. EMBED INTO CONC. OR MASONRY .,,;so ° Fnopo ""•• la} M Q + TYPE 'B'- 1 O4" DIA, ULTRACON BY 'ELCO' 00000. •g,mn •••• — p W DIRECTLY INTO CONC. OR MASONRY 000000 ,a.2 �J ' r 1-3/8" MIN. EMBED INTO CONC. OR MASONRY •• •• W1 logo** �! .I ,.I .I •I Q ...... r r r r TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 1 I I I INTO METAL STRUCTURES .•. . STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L " 0 o F v I I TYPICAL EDGE DISTANCE41 J INTO CONCRETE AND MASONRY = 2--1/2" MIN. vii - a W ' ' 8 INTO WOOD STRUCTURE = 1" MIN. w a X z INTO METAL STRUCTURE = 3/4" MIN. 9 X11 it ' CONCRETE AT BEAD. SILL OR JAMBS f'c - 3000 PSI MIN. 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ° a + * o .- 000 •L C U 0 W I.. 0 a Engr: JAVAD Af1fJAD PRODUCT R.GVISED + CML complying with Ills Florida iv FICAN 3 30582 Building Code $ Acceptance X a a q "lirstiott Date r a o TYPICAL ANCHORS :,,,..,. r,} .. Mian Dude Product Control drawing no, EDGE DIST. SEE ELEV. FOR SPACINGk. .- W02-27 sheet 7of 11 TYPICAL ANCHORS V 1/4" MAX. " SEE ELEV. FOR SPACING c 1/4-20 X 2 MS N SHIM SECURE[) JAFAB I- FW/ WASHER & NUT [ t ) / —' 1/4" MAX. I 0 AT 27 O.C. MAX. SHIM 1/4" MAX Z 3 3 SHIM g� 1 BY OR 28Ycn • _' a `� Woofl eucxs .' 1- 0 4A I,YPICAL ANCHORS SEE ELEV. FOR SPACING ao 8 4 a a a a o aA SA ' d ' �' a cy�7 O -- - 8 - _ — _ - _- _ �. _ add a — — - - _ — LL U OPG. D.L. OPG. 00 METAL N do STRUCTURE o 0 EXTERIOR U FRAME WIDTH `o 1/4- MAX. N TYPICAL ANCHORS SHIM o �` SEE ELEV. FOR SPACING `n •.�• 1 • • • S aqAj •••i•• 7 co STEEL REINFORCING �� •••• cE ••••i p UNSECURED JAMB OPTIONAL ( � ) •••••• F+e4- ,i • 3 SEE CHART ON SHEET 3 3 ~ •••••• Q'Oyez ,tea' • ••• ND o • 25 • 0 • o q _ a. N 'n LAI tg( Ln qq v 4 J T sy 7 Q / / 1w; 11 TYPICAL ANCHORS z ' •Q / SEE ELEV. FOR SPACING 1 to ui o; -� •i � vnw �.. c� �' 13 14 13 r„ • SILICONE Engr. JAVAD AHMAD I'RODUCT RF.VI.SED o N DOW CORNING 790 GAP CML tis complying with the FWAAS DEPTH = 3/8" MIN. MAX FRAME FLA PE / 70582 Building Code HEIGHT MIN. MAX. C.A.N. 353$ Acceptance No 72" 1/4" 3/4" M-piration Date MIN & MAX. 84" 3/16" 3/4" B. fl U!j a u f Aly Y' GAP 96" 5/16" 3/4" < '• 'f Mi�un. adc Produet Contr SEE CHART BELOW _-- ALTERNATE SEALANTS AT JAMB GAPS CAN BE :J u drowin no. 108" 5/16" 3 4" u '. J.f � ' '� .� 9 / " DESIGNED BY ENGINEER OF RECORD W02—27 120" 3/8 3/4 BASED ON MANUFACTURER GUIDE LINES. sheet 8 of 11'� - MIAMI- COUNTY 4PROVED i IMPACT RESISTANT TRANSOM BY 'US ALUM' i o UNDER SEPARATE APP OVAL ---� -------a - ,I I Z t` � MIAMI-DADE COUNTY APPROVED 0 0 IIMPACT RESISTANT fiRANSDMLLI s I I tV _ { ------------i D % ��............-' 0 a LL — — — Iy A Tl ----------- = _-- _- �; -l====---------; 0'& a 8 I L i( e1 r-- Ir`---- ------------� 0 � i •O ' 8 I SEE SEPARATE `US ALUMINUM' NOA FOR DESIGN LOAD rd ------- ---------- ------------------ IL z g CAPACITY OF DOORS AND DOOR ANCHORS. 3 E D.L. OPG. D.L. OPG. { STEEL REINFORCING LOWER VALUES FROM DOORS NOA Q w SEE SHEETS 5 AND 6 OR STOREFRONT SYSTEM CAPACITY CHARTS FOR CAPACITY s WILL APPLY TO ENTIRE SYSTEM. O WITHOUT LIGHT REINFORCING REINFORCING C M t cnr'• - ro 15 r i5 I I c 0 .. r U a 1� MIAMI-DADE COUNTY APPROVED __JI IMPACT RESISTANT DOOR BY 'US ALUM' --�I UNDER SEPARATE APPROVAL _ II-•--------------------------------J _ I--------- �JI { - - - - ��I --------------------------- ----------------- _ _--- - • • N ••�•• 1 • • • �� , •••••• - 7-----i �❑ -----.__.-.----- �---- t •• • � a r • ----------- Tf== 11----- i _ - -- - �J 1 , o • I � __ •••••• LEO o • ,js c , ico I •••••• IS E ILL 0 ., va ----------------- ---- r --------------- j ••�••• `� �•� (moi ••••• _ ____� ------ i„'1L L --- L_�_I-----! 6 L --_ __---�� —��---- v� p ..... ------------ ------- D.L. OPG. t r t I , • •..• • =----------------------------- D.L. OPG. t ____ _---i • • • ' • -----.---------------- LEAF WIDTH LEAF WIDTH y10 En o v 18 18 2ic- 0 . W0 DG MEDIUM G HEAVY ? a REINFORCING D REINFORCING 15 ' 17 15 O tp �I I v o : o 0 0 / __J I { > � � U 6 W w G II--•-------- -----------! I ------------------I t� - ------- rj� I ---------------------------- ____ __ -------J e .1 6,;7 4- , rr D ------------ i ------------- �----i G J I E gr:JAVAD AHMAD / r + I C'Ca t �T — _ - _ _ / r I �=c -_ : �RODUCTREVISFf) CIVIL N I ---'bs complying with the Flcr..x FLA.. PE # 70592 0 Code CAN. 538 / I j I 7JJLl�J1^�'----1 I j j i71f1Tf(']----�ACC�pii1I1CC NOJaw - 1__ _____ -- -----� I � �t ----i - �- t urnu, ---i plr8tfo1yDale -f---------------J I E--�I S L L__ r L ------------ L=-'-----4, t .rJ: 1-------- i r_____ YY l,�, r- dratiing no. ✓1 I V L{ iVl, Dade Product Contro 4.r- t'----__--__--_--------------------i ------------------------------i �' sheet 9 of 11 125 4.952 1.750 [j o 875 u. 125 .094 .125 .875 .250 I .994 j 093 Z 0 1.750 1.952 _71- 3,963 .125 .250 O G 4.984 1.063 1,000 1.063 3.507 4.625 000 4.625 4. / 3.507 � +� t 1.096 5.000 f� 3.946 0 � o FRAME HEAD/SILL 0 IL Q d ° C 4.952 1.952 0 pnp 094 .135 11112 � I i.000 � 0 ta50-�I 1.000 DOOR MULL DOOR MULL DOOR MULL Q �7 m ` REINF. CHANNEL FRAME JAMB/MUt6LLION 15 DOOR MULLION REINFLIGHTNNEL 17 REHEAVYAR t6 MEDIUM/HEAVY 349 1.750 -j +'I Go 00 O 1.000 1.063 V M 2.964 1.063 _ o y 3.144 .500 3.946 3 �a wj N •. 2 FRAME HORIZONTAL ••••� a C •j fi ••••�• "+tea o • to • ••••• 250 �i.313 �1.125 0) •••••• V) �,�• to o00o 111 • • a ,�y • 1.000 Fes- / / ••�••+ a C.2� v ••�•• •••• •• •• �ra g ••••• ® POCKET FILLER ;••�•� •• .1$$ i .250 • • • • • • ••••. / • • 4.000 4.625 4.625 xx pp � .078 o f F- i w a 3.500 3.000 v (n a / z a U U W / z z z LJ L=z)' > °STOREFRONT MULLION >349 STEEL REINFORCING 36 KSI MIN. J-11 C SNAP IN COVER c _ 1.553 Engr. 4AVAOA$JfA0 HWDtICT REVISED 1.264 CIVIL ns aunplying with 1110 Florida i N FLAPF > � 92 iluildingCoBe C A.iV. 3�t Acceptance Ata t o r 947 s pisR1101%Date Q s 1.q.87,5 947 1,127 1.127 tvlirnn' nae coctuct C�+rilr drawing no. GLAZING STOP (LAM. GLASS) 4A GLAZING STOP ( M. INSUL. GLASS) sheet --.. LA. . _ 10 of11� ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 DLD-103 AS READ. FRAME HEAD/SILL_ 6063-TS - a 1 2 OLD-104 AS READ. FRAME HORIZONTAL 6063-T6 - a 3 DLD-100 AS READ. FRAME JAMB/MULLION_ 6063--T6 Z 12 4 DLO-102 AS READ. GLAZING STOP (LAM. GLASS) 6063-T5 - T^ N 0 4A DLS-132 AS READ. GLAZING STOP (LAM. INSUL. GLASS) 6063-T5 - /-/ 6 OLD-101 AS READ. POCKET FILLER - 6063-T6 - 7 BCE-475 AS R£QD. SNAP IN COVER, 2-1/2° LONG 6063-T6 - 0 8 - AS READ. GLAZING GASKET (LAM. GLASS) - _ NEOPRENE -Y L 0 t] 8A TR-3235E AS READ. GLAZING GASKET (LAM. INSUL. GLASS) EPDtA � - t U;� / 9 - AS READ. GLAZING COMPOUND SILICONE DOW 995 v a rl 10 V--2206 AS READ. GLAZING TAPE w�y - NORTON - Q' 11 - AS REND. SETTING BLOCK AT 1/4" POINTS V NEOPRENE 1/8" X 3/4--X 2" LONG /w 11A TX17005E AS READ. SETTING BLOCK AT 1/4" POINTS NEOPRENE - C) C 12 #12 X 1-1/4" 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 13 - AS READ. MULLION REINFORCING CHANNEL, FULL LENGTHw STEEL T 1-5/16 X 4-5/8 X 3/16" 13A - AS REQO. MULLION REINFORCING CHANNEL, FULL LENGTH STEEL 1-1/8 X 4-5/8 X 1/4" a W g 14 ^_ AS READ. MULLION REINFORCING BAR, FULL LENGTH STEEL - 15 DLO-124 2/DOOR DOOR MULLION 6063-T6 - 16 - AS READ. DOOR MULLION REINF. CHANNEL, FULL LENGTH (LIGHT) �- STEEL - t7 - AS READ. DOOR MULLION REINF. CHANNEL, FULL LENGTH (MEDIUM/HEAVY) STEEL - C 18 - AS READ. DOOR MULLION REINFORCING BAR, FULL LENGTH (HEAVY) STEELOD - to N � M o v c p L to 036 • ••• Z �� 0000•• 6t n so ...•.. w 8 • . � • see ;s 0 6 i0i :..• 2 0000 1 •• •• it1..s to 6000 0000•• � �C3 f` 6. :04 04 0 •660• •• • •666• • /. ww3w3w .a t) 3 y 3 3 a z z z .y N Enyr.JAVAD AHMAO :)DUCT REVISED ? o _o CIt4L cwnplying with the Florida 04 FLA. PE #•70552 Duilding Code .A. c _ CN. 538 Acceptance No r ii a l3viration I: 3 - '10 syyji s Mlam ade ProQttcL Control- drawing no. ✓1 W02-27 __._. sheet 11 of 11 " 86" (NARROW JAMBS) tj 44 (NARROW JAMBS) 87 1/2" (STD. JAMBS) fl 00 45 1/2" (STD. JAMBS) FRAME MOTH WIDTH 42" 84" Z DOOR OPNG Wip7t1 DOOR OPNG WIDTH 0 41 3/4" MAX, ANCHORS.AT MTG. STILE 41 3/4" MAX IfF LEAF WIDTH AT 3" O.C. MAX. LEAF WIDTH O 32 5/8" m. 2 1/2- MAX. SEE CH QUANTITIES T BELOW 32 5/8" W.- FOR � Q.L. OPG. P D.L. OPG. O G. r SURFACE APPLIED a r 4 2 i/2" MAX. A 1MAX.2 FALSE MUNTINS_\ BE USED 1 MAX? k • TYP, � / � TYP. � r p fill CA LOC STILE REINF. I ASR hDS ON At � I SHEE SSEE C THRU 5 _ Y - FOR CAPACR`Y , 1 �-'r�� € LOCK STILE REINF.AS o0 / „ I SEE CHARTS ON �, d z t9 / !I I SHEETS 3 THRU 5 �+ R / U 1 I 1 c U .. • n I I l FOR CAPACITY i� _ N r ° a i 1 1 1 • •`' O Q � O W R _.) :��_� t 41 r O ` x �v � / 1 � I I t /� � as � �•• � •••••• i.•• IL • O rXl Q h v � I r 1 4 p G A 1 z- a •� • • • Q 1 1 1 •••.• 4 • ease% lrj O o0 to ` II I O a0r ]I ( i 1 ,c .1 n .••••: 1 a °Ern II i �0) \ IS I i / •• •• � . B II t i qq � II � i i / • 1 • rn �.p�:� �....� L � Ll 11 1 I I � /I u w 3 1/2" MAX. 3 1/2" MAX. i}w 2" `� 2 N v p TYP. TYP. r? THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. � � 1515 HUTTERS ARE NOT REQUIRED. NUMBER OF ANCHORS AT INTO. STILE ENDS T 'lCAL,� TA IONS DOOR Optic. k MAXIMUM HEIGHTS SUBSTRATE SERIES DH-350 DESIGN LOAD UPTO WOOD CONCRETE METAL rRvuurr kvvlwo ALUMINUM OUT--SWING ENTRANCE DOOR 75 PSF 80'--9e IN. 5 3 3 ka comipWI;wish the Fkrk C dy r sr r UN-REINF. 1081N. 5 4 4 SEE CHARTS ON SHEET' 3 FOR DESIGN LOAD CAPACITY OF �- AcecplButifloaflce�Rs{t+•--C:'?��{•�'� ;� °$ � � THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 100 PSF 80 98 IN. 6 4 4 Rxplrutfolt SINGLE (X) AND DOUBLE (XX) DOORS 1Y/O TRANSOM. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING RIGH VELOCITY REINF. 108 IN. 7 5 5 ` S££ CHARTS ON SHEET 4 FOR DESIGN LOAD CAPACITY OF HURRICANE ZONE (HVHZ). ,� SINGLE (OjX) AND SHEET 5 FOR DOUBLE (O/XX)-DOORS IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY WITH TRANSOM. TO TRANSFER LOADS TO THE STRUCTURE. PRODttC7 RENtnV Engr. JAVAD MMADas B ML DOORS CAN ALSO BE USED WITH DHS--500 STOREFRONT SYSTEM. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS � Cod* �e�� tVu E f 70592 FOR DOORS WITH STOREFRONT SYSTEM SEE SEPARATE NOA FOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 'STUCCO. Atne�M No/. -02-o j G/ OA N.;•`.38 , DOOR MULLION CAPACITY AND ANCHORING REQUIREMENTS. P B*�n4Hor!> o,�ej L ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THE LOWEST VALUE RESULTING FROM DOOR CAPACITY CHARTS NOT PART OF THIS APPROVAL. �,�%,j �� OR3F STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. � } � _�` `j �t�AR `{ drav�ing no. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATERMATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ! W04--83 INFILTRATION RESISTANCE IS REQUIRED. 'COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOIJIRFMFNTS OF THF F1013111A RI nn. ronp Surto 9nn3.19.4. oheet 1 e# 11 44" (NARROW JAMBS) 86" (NARROW JAMBS) � g 45 1/2" (STO. JAMBS) 87 1/2" (STD. JAMBS) FRAME WIDTH FRAME VVADTH 3 ! 39 7/8" us 81 7/16" x D.L. OPG. D.L. OPG. a N 0. i� a \ O 0 V► ip 0 G N to io 0 G Y L!s s- cn l� f/ 0 O 'N.d 1% O 1 N / I (4) ANCHORS ANCHORS AT 'TRANSOM ENDS 4� � I AT TRANSOM ENDS / i , j \ AT 3" O.C. - AT 3" O.C. I} j r ; I \ (5) FOR WOOD INSTALLATIONS t't I!i! 4 FOR CONC. INSTALLATIONS a v lel N L7 R ° 11 I I ; tzt S N a ° 11 1 i: 1 •••• v C4 0 ao r+ 1 w oo a r. I t / PRUb •• •• ''- • 00 0 d 1 0 0 0 1 1 _BCT ttis"iVL'".AI>d;)�1 0 • • - [] \°o I 0 \»0 I ExC� fl(IsT `�� $ i••••. Y r I I 0 ••••• \1f •; \It j 0± 1 / 119/13gf;;' • t( .1.� •••••• �.-..�.�� E � _�r�� j �r j !/ � �� rte'+ � p 2 U'� �• r t ; kF ,• � tri:—. N� II i it I I PKUI)UCt t'mm w •••••• es eorrs�ylss$with the mride I I ;h- O—.Xl B ldlgCode Iq!.1�-c /.4 4raplrutton>tint :z" 3-•1/2" MAX, 15 1/2" "3 1/2 . MAX. MAX. 32 i/8 1,tAX. c TYP. TV. D.L. OPG. Q91 NUMBER OF ANCHORS AT MTG. STILE ENDS 41 3/4" 1.IAX. v DOOR OPNG. SUBSTRATE LEAF WIDTH F tLEIGFiTSOAD UPTO WOOD CONCRETE METAL F 80"-96 IN. 5 3 3 N N v F. 108 IN. 5 4 4 0F 8O"-96 IN. 64 4 108 LN. 7 5 5 10- • � ui • s • o. O TYPICAL ELEVATION - Engr. JAYAO AHtrw a t CIVIL FLA. PE 1 7,0692 � O.AN. [}530 0 , S a b � •ii clrowing no. W04-83 ' r sheet 9 of 11 US aL.u�tINUM US ALUMINUM gDHS-500 STOREFRONT SYSTEM DHS-500 STOREFRONT SYSTEM SEE SEPARATE NOA 400DOOR OPNG. SEE SEPARATE NOA WIDTH DOOR OPNG. WIDTH FOR DOOR MULLION 'fie FOR DOOR MULLION SEE CHART AND MULLION ANCHORS REQUIREMENTS SEE CHART 8EL01'! AND MULLION ANCHORS REQUIREMENTS o BELOW z NOTE: , ----- / �. 0. GLASS CAPACITIES ON THIS SHEET' ARE � � � BASED ON ASTM E1300--09 (3 SEC. GUSTS) 9o It !' AND FLORIDA BUILDING COMMISSION i� a I K �� i c It J f L DECLARATORY STATEMENT DCA05-DEC--219 n p J i £ `� itU13uCPkRVtS J I I ! I G3 11 xa4 1 / `% 1 d /. ealdl>w"wkh tits JI A. l / /, I � p /, it y, I ! /, /, 11 nKds i/ c3 w I !/ 1 =Z/€ i/ t9 I !/ !/ 1 x J wIftt'ods O m r[ '/• z I '/ , , •/. II '/• w AMPWAOl�le Q3 11 oc I `�� t 11 o 8J �. 0LL < I! I \� I LOCK I1 I ! LL,�sx STILE A ---PRODUCT RlisraKWtb LOCK¢ X2" a+ i ee 4Atke frktrl 87 1/28 TMXMAX, . � i3 MULLION Ouldieg Code STILE MULLION ti FRAME YIIDT END ANCHORS Acceptsnee Na / ^eat. -Q I FRAME WIDTH END ANCHORS { x } 1Ltepl,xtleo tl1e ®� { xx } IL SINGLE ENTRANCE DOORS W/O TRANSOM Milo owe, d�¢PDOUBLE ENTRANCE DOORS W/O TRANSOM DESIGN TOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' & 'B' GLASS TYPES 'A' & LOCK OPTION i LOCK OPTIONS 2 & 3 LOCK OPTION I LACK OPTIONS 2 & 3 .. LOCK S'T'ILL LOCK STILE LOCK STILE LOCK STILE LOCK STILES LOCK STILES •• ••°�••• •••• • NOMINAL DIMS. UN-•REINFORCED UN-REINFORCED REINFORCED NOMINAL. I)IMS. UN-REINFORCED UN-REINFORCED REINFORCED •• � •�•• w • a • L9 • • •9990 •19 • •9999• DOOR OPNO. DOOR oPNG. Exr. (+) EXT. `+) En. (+) 13/16- MIN. TVP. DOOR OPNG. DOOR OPNG. £xr (+ Exr. +) �. vnarH HEIGHT INT. (-) INT. 1-} trtr. (-) 1710TH HEWHT INT. (�� INT. {(-) INT. (-) � - -°1• GLASS BITE 0 0 9 0. 9 �p . . 32" 70.0 75.0 100.0 64" •90.9• 0000•• 70.0 75.0 100.0 36" S6" 70.0 75.0 100.0 72" gs" 70.0 75.0 100.0 9••• o E C. •9 i••• 7g, 70.0 75.0 100.0 • °" `fl'z7 • 39 70.0 75.0 100.0 / J, • •• rj •��,9 � 99.999 42" 70.0 75.0 100.0 f Y 4\ $4" 7010 75.0 10010 .... c 32" 70.0 75.0 100.0 ( , f,' S Ji4" 700 7510 140.0 z •9995• 36" 102" 70.0 75.0 100.0 t I J _ - 72" 102" 70.0 7510 9Oflfl •0.0: :.0..: 39" 7fl10 75.0 100.0 ` rEXTfR10R 75" 70.0 75.0 100.0 • • 42" 70.0 75.0 100.0 i 848 70.0 75.0 100.0 32" 70.0 75.0 100.0 25 23 64" 70.0 75.0 100.0 36" 10138 70.0 75.0 100.0 72" 9 70.0 70.0 100.0 39" 70.0 75.0 100.0 CLANG EiZTAIL 78" 108 70.0 70.0 100.0 0 42" 70.0 75.0 100.0 ATT 50M 84" 70.0 70.0 100.0 00 FOR LOCK OPTION DESCRIPTION SEE SHEET 10. 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS FOR LOCK OPTION DESCRIPTION SEE SHEET 10. C n 41 i i 075" Interlayer 090" Interlayer 9 l�J Soflex CP 1'11[11 PET Core: DuPont SentryGtas I� i:A"_ By 'Eastman Chemical Co.' By 'E.I. DuPont Oe Nemours & Co., Inc.' C4 0 1/4' HEAT SfiR£N'D GLASS 1/4r HEAT STREN'0 CUSS rn ra a e� a c d ri LOCK STILE LOCK STILI?. � _ x It N1 Nn tib •5 - 22 d LACK STILES LOCK STILES L a O w UN-RRINFORCED REINFORCED 21 t J 22 `} 21 1 t 4 c k ! M UN-REINFQRCRD REINFORCED pJ 0 It FRAME HEIGHT = LEAF HEIGHT + 2.50" gr: JAW1 AHI,SAO FRAME WIDTH (X DOORS) - SINGLE LEAF WIDTH. + 2.250" (NARROW JAMBS) l j o: t 1 CML FRAME WIDTH (X DOORS) - SINGLE LEAF WIDTH + 3.750" (STD. JAMBS) 0 / / f G I 7 s2 - t FRAME WIDTH (XX DOORS) = DOUBLE LEAF WIDTH + 2.50" (NARROWJAMBS) 25 \ ! 25 \ .,is. FRAME WIDTH (XX DOORS)•- DOUBLE LEAF WIDTH + 4.0" (STD. JAMBS) _ - D.L.O. HEIGHT = LEAF HEIGHT -- 14.125" (8" BOTTOM RAIL) ' t s, r� t clraumg no. D.L.O. HEIGHT = LEAF HEIGHT -- 12.125" (10" BOTTOM BAIL) GLASS TYPE `A' GLASS TYPE `H' t iAl ' D.L.O. WIDTH = LEAF WIDTH - 5.125" 9/16" OVERALL I-MUNATED GLASS 9/is" OVERALL LAMINATED GLASS �/ �. ra W04-83 DOOR LEAF WIDTH = DOOR OPNG WIDTH - .250 DOOR LEAF HEIGHT = DOOR OPNG HFIGHT - .Bnn" GLAZING OPTIONS --` ':, sheet 3 R 11 SINGLE ENTRANCE DOORS WITH TRANSOM SINGLE ENTRANCE DOORS WITH TRANSOM LIS ALUMINUM a OHS--500 STOREFRONT SYSTEM DESIGN LOAD CAPACITY -- PSF DESIGN LOAD CAPACITY -- PSF SEE SEPARATE NOA GLASS TYPES 'A' & `8' GIA5S TYPES `A' & 'B' FOR DOOR MULLION 3 AND htULLION ANCHORS REQUIREMENTS LOCK OPTION 1 LACK OPTIONS 2 & 3 LOCK OPTION t LOCK OPTIONS 2 & 3 DOOR OPG. 0 LOCK STILE LOCK STILE LOCK STILE LACK STILE TACK STILE LOCK STILE WIDTH NOMINAL DIMS. UN-REINFORCED UN-REINFORCED REINFORCED NOMINAL Dills. UN-REINFORCED UN-REINFORCED REINFORCED � � SEE CHART � a 3: Lam-. 0 DOOR OPNO. DOOR OPNG. DOOR OPNO. DOOR OPNG. OV110TH HEIGHT 111W401.1 U INCHES INCHES INCHES INT. EXT. EXT EXT. (+) 1AtI. }� INT. } INCHES lilECl{S INCHES HEIGHTIGHT MAISOM INT. �} INT. +� IMT. t{) � -- 11 12 70.0 75.0 100.0 12 70.0 75.0 100.0 11 18 70.0 75.0 100.0 36 18 70.0 75.0 100.0 If 3S 24 70,0 75.0 100.0 24 70.0 75.0 100.0 11 Q 30 70.0 75.0 100.0 12 70.0 75.0 100.0 11 K 36 70.0 75.0 100.0 39 96 18 70.0 75.0 100.0 j j 12 70.0 75.0 100.0 24 70.0 75.0 100.0 jj 03:4 L R s O N 18 70.0 75.0 100.0 12 70.0 75.0 100.0 24 70.0 75.0 100.0 42 18 70.0 75.0 100.0 if N % 0 39 8d 11 o is 30 70.0 75.0 100.0 24 70.0 73.0 100.0 0 � 36 70.0 75.0 100.0 12 70.0 75.0 100.0 11 0 12 70.0 75.0 100.0 38 18 70.0 75.0 100.0 11 18 70.0 75.0 100.0 12 700 75.0 100.0 11 tom-- 42 24 70.0 75.0 100.0 39 102 18 70.0 75.0 100.0. 45 1/2" \_MULLION -~ C 30 70.0 75.0 100.0 42 12 70.0 75.0 100.0 MAX• $ c 35-3/4 70.0 73.6 100.0 18 70.0 73.9 100.0 �E Y11a END ANCHORS 12 70.0 75.0 100.0 38 12 70.0 70.0 100.0 ( ©/>( ) . c� • .••" ..a... 18 70.0 75.0 100.0 39 108 12 70.0 70.0 100.0 e•ee o • �•• e• 36 24 70.0 75.0 100.0 1 12 1 70.0 70.0 100.0 „ • E --- •� • ••..•• 30 700 75.0 #100.0DOOR LEAF WIDTH = DOOR OPNG WIDTH .250 •••e• 3 a 36 70.0 75.0 100.0 FOR LOCK OPTION DESCRIPTION SEE SHEET 10. DOOR LEAF HEIGHT - DOOR OPNG HEIGHT -- .500" c I; FRAME HEIGHT = DOOR OPNG. HEIGHT -F TRANSOM HEIGHT •�••• � •V��$ ••�••. 12 70A 75.0 100.0 41TRANSOM HEIGHT 6" Goose 0 2;5 9 A; c 1Q e•.•• 18 70.0 75.0 100.0 Dl D.L.O.OHEIGHT {TRANSOh1) .e•.. �6 39 84 24 70.0 75.0 100.0 z .ee:e o ~ e Ra •• . Q - •.•... 30 70.0 75.0 100.0 j �� ..�LQ 36 70.0 75.0 100.0 LOCK STILLS LOCK STILES PRODUM A.RN .•.a to m •...: 12 70.0 75.0 100.0 UN-REINFORCED REINFORCED 8uldtxgf� � 18 70.0 75.0 100.0 A (Me PRODUCT kjrVj Vb 8 /` a complying with the mrl& N 42 24 70A 75.0 100.0 Ir><P1t�aHaa �, Sel�I Cale � ^g z 30 7flA 75.0 100.0 By � .� At71, ft Na -0 18n1 " 35--3/4 69.6 89.8 100,0 � 12 70.0 75.0 100.0 O 36 18 70.0 75.0 100.0 24 70.0 75.0 100.0 y z 30 70.0 75.0 100.0 a� 12 70.0 75.0 100.0 39 90 18 70.0 75.0 100.0 N N N rf v 24 70.0 75.0 100.0 o 0 0 30 70.0 75.0 100.0 lied 12 70.0 75.0 100.0 42 18 70.0 75.0 100.0 v 24 70.0 75.0 100.0 Engr: JrW D AHI.IAD 30 70.0 71.4 100.0 o to PE 70592 1 C 38 NOTE: LE, i-• �� :, dra�ring n©. GLASS CAPACITIES ON THIS SHEET' ARE t; ;t' , � BASED ON ASTM E1300-09 (3 SEC. GUSTS) . W04-83 AND FLORIDA BUILDING COMMISSION - DECLARATORY STATFMFNT D(:A05-DFV-71 Q fsheet 4 of 11 DOUBLE ENTRANCE DOORS WITH TRANSOM DOUBLE ENTRANCE DOORS SMITH TRANSOM US ALUMINUM g DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -• PST? OHS-500 STOREFRONT SYSTEM SEE SEPARATE NOA SLASS TYPES 'A' & 'B' GLASS TYPES 'A' do 'B' FOR DOOR MULLION LOCK OPTION I JACK OPTIONS 2 do 3 LOCK OPTION I LOCK OPTIONS 2 do 3 AND MULLION ANCHORS REQUIREMENTS � LOCK STILE LOCK STILE LOCK STILI; LOCK STILE LOCK STILE LOCK STILE N DOOR OPNG. WIOT1i I NOMINAT, DIISiB. N-REINFORCEDUN-REINFORCED REINFORCED NOMINAL DIMS. N-REINFORCED UN-REINFORCED REINFORCED �� SEE CWRT LE.FF DOOR OPNO. DOOR OPNO. 00011 0121,10. DOOR OPHO.WIDTH jj� WSOM En.IWff O EXT. t+) EbG }; + } Iri1� INCH EINCHES INCHES INTINT. INT. INC S INCHES INCHESINT. INT. INT. 00.412 70.0 75.0 '100.0 12 70.0 75.0 -_ i C) a u. 18 70.0 75.0 100.0 72 18 70.0 750 100.0 111 72 24 70.0 75.0 100.0 24 70.0 75.0 i 00.0 ii A 30 70.0 75.0 100.0 12 70.0 75.0 100.0 II K iQ 36 70.0 75.0 100.0 78 96 18 70.0 • 75.0 100.0 11 j �t` at 12 70.0 76.0 100.0 24 70.0 75.0 100.0 It ! Al .0 N 18 70.0 75.0 100.0 12 70.0 75.0 100.0 11 1 78 84 1 E 1 ci LIU 24 70.0 75.0 100.0 84 18 70.0 75.0 100.0 I1 o ` 30 70.0 75.0 100.0 24 70.0 73.0 100.0 11 36 70.0 75.0 100.0 12 70.0 75.0 100.0 IIt5 12 70.0 75.0 100.0 72 18 70.0 75.0 100.0 i1 is 70.0 75.0 100.0 12 70.0 75.0 100.0 11 78 102 84 24 700 75.0 100.0 18 70.0 75.0 100.0 u o c 30 70.0 75.0 100.0 12 70.0 75.0 100.0 87 1/2 lAP3(. MULLION• c 35-3/4 70.0 73.6 100.0 84 18 70.0 73.9 100.0 FRAldE WIDTH END ANCHORS o, o VA ^...� / .. 12 70.0 75A 100.0 72 12 70.0 70.0 100.0 O/XX 18 70.0 75.0 100.0 78 108 12 70.0 70.0 100.0 �••� +.• •••��• .•.� E ��.' : ....:. 72 24 70.0 75.0 100.0 84 12 70.0 70.0 1oa0 DOOR LEAF WIDTH = DOOR OPNG WIDTH - .2504' 30 70.0 75.0 1000 FOR LOCK OPTION DESCRIPTION SEE SHEET 10. DOOR LEAF' HEIGHT = DOOR OPNG HEIGHT -- .500" �� G �`' � �•••- • = :&4 36 70.0 75.0 100.0 •••• :;z g ••:••. 12 70.0 75.0 100.0 41 •.�•. ca . . .•... .. •• 'r ...••• 18 70.0 750 100.0 ..•.• � £ � � •. 78 84 24 70.4 75.0 1400 PRODUCI fjfCptgWt0PRODUCT ltfWV1WO � • o � o :fi-'�' ....:. 30 700 75A "b100.0 oa comply," b Rales D mbi p} �g • �.� -jde cod • • 36 70.0 75.0 100.0 ftid'in8 Code • c LOCK STILES LOCK STJLES Act Y°t � � Ateptlwa He 12 70.0 75A 100.0 UK-REINFORCED REINFORCED yapinknon� Be trsI10ii •• t �•�.•�.•� •••••••• I'1�ttt 18 70.0 75,0 100.0s � 84 24 70.0 75.0 10010 �ml `° ° •- e 30 70.0 75.0 100.0 � � 35--3/4 69.6 69.6 100.0 o v $ $ 12 70.0 75.4 100.0 a � i8 70.0 75,0 100.0' c 72 U 24 70.0 75.0 140.0 a. 30 70.0 75.0 100.4 cz 12 70.0 73,x_•'. -400.0 78 so 18 70.0 75.0 '100.0 24 70.0 75.0 1000N K lie a a p 34 70.0 75.0 100.0 Dep i. crx 12 70.0 75.0 100.4 84 18 70.0_ 75.0 100.0 24 70.0 75.0 100.0 Engr. •fAYAfl A1;t.{AO o 30 70.0 71.4 100.0 , FCML E �i 70592 I C.A.W. 3538 V. L NOTE: ' '. drovAn ria. GLASS CAPACITIES ON THIS SHEET ARE :i � 9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) >f04 --.$j AND FLORIDA BUILDING COMMISSION : DECLARATORY STATEMENT CCA05sheet 5 of 17 -- 21Q.--2 4 9 (� __ TYPICAL ANCHORS o SEE ELEVATIONS 18Y WOOD BUCK TYPICAL ANCHORS METAL FOR SPACING SEE NOTE SHEET 1 SEE ELEVATIONS TYPICAL ANCHORS STRUCTURE EDGE.DIST. FOR SPACING SEE ELEVATIONS e 4 = FOR SPACING GONC�RETfda a '.'s .24 e 'ad' :t: ►• o;a • • • a >EDGE- p "..'.•e' EDGE 8151 t EDGE DIST. to F::-,. ,•r :: t 3.°I4$t•CONCRETE. t .__ t •• � 0 � U O2 L_ �_ � ��—�� —_� `t (A OG in � N � w MIN. I M� ,l r 1 2 TYPICAL ANCHORS 2 Q. d THROW SOLT I 1 I PENETRATION t ! t S5 I t 24 23 NOT£ FOR SPACING t 12 = o o I t DOOR AND TRANSOM HEAD DETAILS CAN BE 6 ' INTERCHANGED FOR VARIOUS SUBSTRATES. �' 3 3A--ji 17 WOOD BUCKS AND METAL STRUCTURES NOT BY US ALUMINUM tj4-20 X 5j8" MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND 16 H MACHINE SCREWS TRANSFER THEM TO THE BUILDING STRUCTURE. AT 2" FROIA ENDS 25 I is 27 ts" O.C. TYPICAL ANCHORS: SEE ELEV. FOR SPACING M t 1 i i TRANSOM IX DIA, ULTRACON BY 'ELGO' (FU-177 KSI, Fy=155 XSI) .000•V see 1 t ! I 2 • cn Q3�s• s•• 2i i ,l 22 - ----� TUBE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES '• +, .. .. it 1-1/2" MIN. PENETRATION INTO WOOD rPA)DUCTwvlbMoeo' ' o�• ; '' ....;. Au THRU 1 BY BUCKS INTO CONC. OR MASONRY jk j�t„g code'' ,g' 0 e e e e 0 o i i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Acceptance No 1—w �' t1xpimtk"la ••a O II32 PRODUCT ttt:h'Kwt;0 DIRECTLY INTO CONC. OR MASONRY • E v 'o 0000• w x t I as cumptytng witti thelFTsq 1-3/B" MIN. EMBED INTO CQNCRETE �yf' �' _ m •••• • •21 a. 22 Na ". �f 1-1f 4" M1N. EMBED 1NTC? MASONRY 2Q26am M4—9qj a t t z 8y ¢�® ' 4 , 14�S S OR SELF f?RILI ANG SGREWS (GRADE 2 CRs 0 � �o s[ :e0000 M t sINTO METAL STRUCTURES I" w STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) p ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) t M (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 7 I , TYPICAL EDGE 919MCE WXi � v R 7A i INTO CONCRETE AND MASONRY = 2-1/21' MIN. o ° I i INTO WOOD STRUCTURE = 1" MIN. N INTO METAL STRUCTURE = 3/4" MIN. 1 I o ? w a CONCRETE AT HEAD, SILL OR JAMBS f'C b 3000 PSI MIN. z a a as 42 AT STD. flCK ONLY C-90 I•IOLLOVI/FILLED BLACK AT JAMBS f'rn - 2000 PSI MIN. N N N V - SEALANTS; •y° o o t i t t I FRAME CORNERS, ASSEMBLY SCREWS AND HEADS Of 22 ANCHOR SCREWS AT SILL TO -6E SEALED WITH SEALER. I i I LEAF JOINTS SEALED WITH SILICONE, r t t 35 4 I Engr. JAVAD AHMA0 a t CIVIL FLA. y E C AN 35 70592 92 3,.t4Sfi CONCRETE x A v v A EOG aST v • ° f `;; :1 ' 7'f`i 7 diavring 6o. 5j8" MIN. "TYPICAL ANCHORS ,r �3�� `• i'1 THROW BOLT SEE ELEV. FOR SPACING ALTEf3,ME- LQCATIOACCESS HOLE r'j # ��;; YY04--•�t� PENURATION FOR 3YPICAL ANCHORS Lf sheet 6 of 11 1/4• MAX. SHIM 1/4• MAX SHIM NARROW TRANSOM STD. TRANSOM z TYPICAL PCHORS Qz��: 18 i7 FOEE R EL S ACING (QQ� V V P 2. _ A. 28Y WOO SUCK �Orc W w � .= 25 23 WOOD STRUCTURE 0 IL>< a ° EXTERIOR EXTERIOR 0 ; . _ D.L. OPG. lcoQ.L. OPG. Elm TYPICAL ANCHORS SEE ELEV. FOR SPACING r NARROW REINFORCING BAR 1/4• MAX. 3 JAIAB 41 SER SHEETS HECAPTSTY3 THRU 5 SHIM SPACE NARROW JAMB -, - - - - --- � - � � r` �-- - - -- -- - -- L LOCK OPTIONS 3 TYPICAL ANCHORS / ! SEI: SHEET 10 FOR OESC TION ` / I ACTIVE ' — SEE ELEV. Ave3 r• - - ---� - —I— ^- AND SHEETS 3 THRU 5 f - — —��—_— ———— — —L— IN-ACTIVE FOR SPACING • •••o DESIGN LOAD RATING I , r `l i • •• i3 •••••• 40000•000 0• a' 0000• A "�' — •�' METAL •0• 00000• o a•e>•5 .._:__..._...—_.. ......._'.:=------ - - .... _......... -- -- STRUCTURE: ..... �� ••••.• _ o bi 4 •000• •• • g � •�. '.� � • � � �� 000••• �p`ft: 004'.0 ws �••••� CtO, 70 3C]A D.L. OPG. PRODUCTkVV13ly.L! i ti SMSO.L. OPG. st c"plytag wftb The Fkw" I LFAF WIDTH LEAF 24" 0. 8uldlas Code LEAF WIDTH Aastptacs=ee Ne t 9 (2) 3/8-24 X 1-1/2" �ep3retlos 1?�{t y kEACHINE SCREWS EXTERXOR 1 AT EACH END FRAME WIDTH STD. 1/4" MAX. 0 co • 3 JAMB SHIM SPACE PRoouc I ttctle I I ei tamplyleg wfth!pbri P z z z ! •� L"J Huldlog Code STD. JAMBTYPICAL ANCHORS ActePta+�e Na S££ ELEV. •� Cad �y j u f OR SPACING P01ation iii " iv N N a LOC OPTIONS OrCa f11 - U o SEE SHEET 10 FOR DESCRIPTION 5 AR i Thr •. AND SHEETS 3 THRU FOR o o • •'•A DESIGN LOAD RATING I f L 1.IETAL n, . STRUCTURE �. Zngr JAVAO AHMAD _o CML ts FIA. PE 11 70532 o M 3538 . Lill v v 10 11 4$}!p# dra►ving no. EXTERIOR EXTERIOR i REINFORCING BAR W04-83 ® 1 W04--83 4;7noSEE SHEETS 3 THRU 5 raoar+tav -7 ..F 4 M �I co 0 ----__----------------- ----- T�C1-- I O IV a j—_�� J n ------------ pq� r - r� ' P D.L. OPG. D.L. OPG. lko �+rkg ihw d 'tr FYW1�UL• i1�'�i �ealEi��$ i$t2 a C ce�r f MIAMI-DADS COUNTY APPROVED upt��NO ` DHS-500 STOREFRONT SYSTEM BY 'US ALUMINUM' UNDER SEPARATE APPROVAL. '' •...•• LOWER VALUES FROM DOOR CAPACITY CHARTS ORo •• STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. �t ...... t 1 s . . n �saZ . ————————————— _ i•fA • t r_7: t-------------- w —_ _ s REINFORCING WILL-VARY EXTERIOR REINFORCING WILL VARY a � w SEE CURRENT NOA OF EXTER(OR SEE CURRENT NOA OF DHS--500 STOREFRONT SYSTEM LEAF WIDTH LEAF' WIDTH FOR DETAILS OREFRONT SYSTEM ; � o FOR DETAILS d c +� v DOOR OPNG WIDTH DOOR OPNG WIDTH Eagr. JAVAO AHb'k0 � `B o CML CAN. 3535 r o a �' drowing no. 'p`l' W04--83 `-'j I' sheet 8 of 11 O 4:952 1.938 3.676 1.500 ,155 1( 1.500 1,750 .156 1.57 1'220 1,40 .750 z 2.754 2.400 ,1. { � 1.500 .250 O 8 .094 4.437 .295-' 295 2.875 fl .913 4.039 s HINGE STILE 10, LOCK STILE CAP 39 SHEAR BLOCK 38 SHEAR CLIP 8 g n t TRANSOM HEAD ° 0 125 1.938 4.000 ¢o $ 4.969 ,345 .750 p '125 s TOP RAIL l � � � 1 1.938 1,j8g 1 � 1.456 .062 1 1 46120 2.470 2.024 .145 �- G f 4.500 .734 2.632 c c 1i•• Q DOOR FRAME HEAD 8.482 t3 DOOR STOP (JAMB) y '�..' v ...... OPTIONAL TRANSOM HEAD 10.000 #12-24 x 1/2- 1=H AAs •• •• • 6.4$2 4 PER LEAF ••••• •c•. • •••••• ].a0a 4.166 E a STEEL HINGES H :•••• JJ s.000 � .125 2.278 (.130" LAIN. THK.) •"'• a :• • coo •••••• NAGGER .•••• ►�• � ••:•• REGENT •.••• ® • ' •••••• t.t91 .090 1.186 C.R. LAURENCE "� *- • 1.352 I 083 ;••;' x 3�'" • .135 3.461- :...• U1.978J .156 f RODUC1t kXYJ , e1 :••••: 5.000 3.500 1.096 .t56 .156 a f'°�1�i1 1b F#utdtng tted� Acto;4o s f6 I -b 3 .o 12 DOOR STOP (HEAD) �� 1.952 2 1 a 7 8" BOTTOM RAIL 7A 10° BOTTOM RAIL 3.500 .440 .440 3.61] 3 NARROW JAMB osa 3.000 }� . i. 3.798 L � .060Ll P12UUl1C t M UO.W�.is ai o o c 1.750 .875 01 .989 .989 .875 as cnniplying with the fbd& z z z .078 LOCK STILE (IN-ACTIVE) 8b1d1n&Co& .349 Acctpflnte lYO��~"-62,0f-e) Etbti Da�y ' B cv a N o- 18 .801 19 J810 ,_ 1€. o 0 4 a M o 3.676 �' v-► ladodo 1.952 EXTERIOR GLASS STOP (DOOR) INTERIOR GLASS STOP (DOOR) 108 FLAT FILLER �o 4,10 � .758 .521 f.264 1.350 r Q 1.096 5.000 -�--- 3.507 .062 .229 2.000 Env; �WV1h�OLf�16tAa _ 1.280 A90 •280 �^ .070 FL& P9 f 70592 3.127 .947 .500 c A r1. 3538 b 4 t O 1.952 .135 .530 -` I F.063 1 - -3.611 i v b v .675 4.412 }�i'r o drawing no. 3.029 17 10 ;` �tii 11 10IW04--83 STD. JAMB (,l Oi A71N(; ADAPTFR INTFRIOR GLASS STOP (TRANSOM) (4) BUMPER THRESHOLD LOCK STILE (ACTIVE) sheet 9 of 1.9 • LACK QPTIQNS SINGLE DOORS: LOCK OPTIONS DOUBLE DOORS: ITEM PART R$QD. DESCRIPTION MATERIAL mANP./SuPPMER/REIIARKS -OPTION ,3 PANIC FiARbIypRE� OPT1dN f1: (PANIC HARDWARtY 1 DLO-103 AS READ. TRANSOM HtAO fi063 TS 1490 CONCEALED VERTICAL PANIC EXIT DEVICE WITH 3 DLO--105 1 DOOR FRAME HEAD OR OPTIONAL TRANSOM HEAD 6005-TS 2 /ACTIVEkF- 0 6063 POINT LOCK BY DOR--O-AUATIC. OLD-119 2/DOOR FRAME JAMB 76 ,s KEY OPERATED ON EXTERIOR. 1480 CONCEALED VERTICAL PANIC EXIT DEVICE WITi13A OLD-124 2/DOOR ALT. FRAME JA1,I8 6063-T6 0 AT 40-1/2- FROM BOTTOM. 2 POINT LOCK BY DOR-O-MATIC. 4 OLD-111 1 FRAME SILL 6063-T6 KEY OPERATED ON EXTERIOR. a t Q AT 40-1/2" FROM BOTTOM. 6 DLO-107 1/ LEAF TOP RAIL 6083-75 1 O V INACTIVE LEAF 7 OLD-110 1/ LEAF 8- BOTTOM RAIL 6063—T5 0 7A OLD-141 1/ LEAF 10- BOTTOM RAIL 6063—T5 G 1490 CONCEALED VERTICAL PANIC EXIT DEVICE 1111TH 8 OLD-114 1/ LEAF HINGE STILE 8063—T5 ® j �} 2 POINT LOCK BY DOR—O—MATIC. AT 40-1/2" FROM BOTTOM. 9 DLO--115 1/ LEAF LOCK STILE (IN-ACTIVE) 6063-T5 f0. OLD-1 16 1/ LEAF LOCK STILE (ACTIVE) 6063-T5 g a 11 OLD-117 1 CAP AT LOCKED STILE 6063-T5 OPTION 2: (STA B }i/.ROW_A HARQM 12 OLD-106 1 DOOR STOP AT HEAD 6063--T5 O 3 POINT LOCK SYSTEM WITH 8 PLY MORTISE ACTIVEL aF: 13 BCE--460 2/ DOOR DOOR STOP AT JAMB 6063 T5 - � � 10 HOOK LOCK AND 1/2" OLA BOLT BY REGENT. d 3 POINT LOCK SYSTEM WITH8 PLY MORTISE 15 BCE--475 AS REQD. FIAT FILLER 8063T5 - i KEY OPERATED ON EXTERIOR AND THUMB TURN HOOK LOCK AND 1/2" DIA. BOLT BY REGENT. 16 OLD-125 AS REQD. TRANSOM GLAZING ADAPTOR 6063-T6 t+ OPERATOR ON INTERIOR. KEY OPERATED ON EXTERIOR AND THUMB TURN 17 DLO-102 AS RE40. INTERIOR GLASS STOP TRANSOM 6063-T5 LOCK AT 42" FROM BOTTOM. OPERATOR ON INTERIOR. THROW BOLTS AT TOP & BOTTOM. LOCK AT 42" FROM BOTTOM. 18 DLD-108 4/ LEAF EXTERIOR GLASS STOP DOOR 8063-T5 THROW BOLTS AT TOP & BOTTOM. 19 DLO-109 4/ LEAF INTERIOR GLASS STOP DOOR 6063-T5 - INACTIVE LEAF 21 - AS REQD. INTERIOR GASKET EPDM TR-579641, OUROMETER 70±5 22 - AS REQD. EXTERIOR GASKET EPDM TR-3235E. DUROMETER 60±5 C$� 2 POINT LOCK SYSTEM WITH 1/2" AIA. BOLT BY REGENT. 23 2100 AS READ. GLAZING TAPE - - g, .• " THUMB TURN OPERATOR ON INTERIOR AT 42" FROM 24 W--75 AS READ. INTERIOR SPACER - IMPACT SYS. • • •• •••• . BOTTOM. 25 DOW 995 AS REQD. GLAZING COMPOUND SILICONE DOW 995 • 1 • i•• •• TTfROW BOLTS AT TOP & BOTTOM. 27 1350 AS REQD. SETTING BLOCK -- - �• • • 28 1 #12 X 1-1/4" AS REQD. FRAME ASSEMBLY SCREWS -- P.H. SMS • • c • J �••"� -OPTIO 3• PANIC HARDY/ARF1 30 #12 X 1-3/4" AS REQD. FRAME ASSEMBLY SCREWS - F.H. SMS •••• E �••�• t: ...s. #� OPTION 31: (PANIC RF]yIARFI a a Q o 31 1/4-20 X 5/8- AS REQD. FRAME ASSEMBLY SCREWS - H.H. MACHINE SCREWS •••• "� .� '�j .•:..• CONCEALED VERTICAL PANIC EXIT' DEVICE WITH �•i-4 2 POINT LOCK BY JACKSON COMMERCIAL HARDWARE ACTIVE LEAF: 32 10-24 X 1/2" 4/ LEAF DOOR STOP SCREWS - F.H. MACHINE SCREWS •• ' � � m M; ••••;• KEY OPERATED ON EXTERIOR. CONCEALED VERTICAL PANIC EXIT DEVICE WITH 33 12-24 X 1/2" 4 HASP HINGE INSTALLATION SCREWS � - F.H. MACHINE SCREWS + •� � r •� ,� �• AT 38-1 2" FROM BOTTOM. 2 POINT LOCK BY JACKSON COMMERCIAL HARDYIARE r� r a ••••.• / 35 E238 - BULB WEATHERSTRIPPING - ULTRAFAS t • .ri KEY OPERATED ON EXTERIOR. • • C.R. LAURENCE 8500 LOCKING LEVER TRIM OPTIONAL POLYPROPILENE BASE, TPE BULB BASE OURO 90, BULB DURO.73. V$3 ; •...•• WITH 1" MORTISE CYLINDER AND MS TYPE CAM AT 38-1/2" FROM BOTTOM. 36 T4216-K - PILE WITH FIN VIEATHERSTRIPPING _ ULTRAFA9 � • • KEY LOCKING ON EXTERIOR C.R. LAURENCE 8500 LOCKING LEVER TRIM OPTIONAL 38 - -- SHEAR CLIP, 4-1/2" LONG ALUMINUM WITH 1" MORTISE CYLINDER AND MS TYPE CAM 39 OH--4 -- SHEAR BLOCK 6063-T5 KEY LOCKING ON EXTERIOR INACTIVE LEAF 40 - 2 3 X 2 X 1/8- ANGLE, 1-3/4- LONG ALUMINUM - 8 41 - AS REQD. REINFORCING BAR. FULL LENGTH STEEL 1-1/2" X 1/2" $ CONCEALED VERTICAL PANIC EXIT DEVICE 1YITFi 42 _ 2/ LEAF FLUSH BOLT GUIDE CHANNEL ALUMINUM 3" LONG a _ 2 POINT LOCK BY JACKSON COMMERCIAL. HARDWARE g N AT 38-1/2" FROM BOTTOM. 43 - 2/ HINGE IHINGE REINFORCING PLATES ALUMINUM 1-1/2" X 1/4- X 8- LONG o a � a MGM PRODUC1 asAllmla► as cmnptylag ite Fo" ok a fill 4-1/2 X 4" TWO PIECE STEL BUTT HINGES BY NAGGER, REGENT OR C.R. LAURENCESutdiagCade Aa Ne (f ��.� AT 8" FROM TOP AND BOTTOM AND 31" O.C. MAX. Apra $^ Expiration 1?aQq Expiration)ge:4t—ztup��^ u by A°b�i D D+atte •S I3 • � �d w k q x r Engr: JAWD MI." r o CML FLA- PE f 70592 M Li Hi n v drawing no. i'6 W04-83 v",44Aof 44 ell SION .. WI M m r H FRAME TOP COINER ,K�'• •••••• MDUCTkFYIbd+,D ii.ii B aldplyiog wllh the Rod& • o ami • 4 •••••• B�aldingCode ilii• �• ii.iii AteQptance I�18 - 3 •G •••• . . . . �spinUton Dime +— ••••i i i •.••• �iiiii a /y 4 � • i s P i.ii• �,ar •• ii � L�'j�« W ••ilii a� •ilii M C�ji�t�'i 00 •• 29 • � �� ii•iii • • ILA �Q n 38 ��' 52k %Wlu MIA ► Ile RUN 'rtt VIZIZ O Qotytmm4 � ' gr: JAVAU AIIIAAO Y o. i CML e FLCj t,. 5 70592 92 4 Ot : S e drawing no. ��let) W. W044--83 TRANSOM CORNERS J ALUM PLATE 4" LONG 1 p>t t #12-24 " P.H. M SCRV S o n e �d 3/8-20 X 1-1/2- I IMl2CHINE BOLTS J d I� } •C �A�181#� r3 36 =Hon t�lIi xWW-1141-a-e — 8 � I 2-1/2 LONG ,c •L7••• « X12-24 x 1/2- ••••• p ••�• i ••••i• #12-24 X 3/4 F.H, ?.t SCREWS • DOOR TOP CORNER P.H. M SCREWS � ] ••.•. � • �• :.•••. (3) 3/8-20 x 1-1/2" a MACHINE BOLTS • �: , ••••• 112--24 X 3/4" I •••••• o Uq• � ••••i• P.H. M SCR�'!S i , • • �$�i . (2) 3/8-20 X 1--1/2" •• 1 MACHIN£ 40 BOLTS Il ' X12-24 x 1/2« F.H. M SCREWS I EXTERIOR � 4 � � a 39 INTERIOR in a r { 8" LONG ,o 39 FRAME BQMM CORNER Z s" LONG • _ £ngr:JAVAfi ANtI.PA (Q CML nA. PE . 70582 a M CA.11.�� 38 >3 , ALW.1 PLATE V/ ALUMS PLATE 8" LONG 10« LONG 0 0 ,,,• } :err,f drawing no, W04--83 8" BOTTOM RAIL COR 10" ROTI OM RAIL CORNER sheet 9 i !of 1 i FglAM�� i►IIAIYII-DADE COUNTY 9 JUN 5 2 ! PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORYAND _._4 CES{)tER) Miami,Florida 33175-2174 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wivtir.mlamidade. oy/econonn U.S.Aluminum(FL), Division of C.R. Laurence Company. 7500 NW 69`h Ave Miami,FL 33166 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 PERA-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 duality assurance purposes. If this product or material fails to perforin 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. PERA reserves theMright 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 19)H-350" Aluminum Outswing Entrance Door-Impact-L.M.I. APPROVAL DOCUMENT: Drawing N0.W04-83 Rev H,titled"Series-DH-350 Alum Outswing Entrance Door", sheets 1 through 11.1 of 11,prepared by AL-Farooq Corporation,dated 10-05-04 and last revised on MA.R.L7,2014, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Contro*Lci oval stZnp4M0th the*..... • Notice of Acceptance number and expiration date by the Miami-Dade County Product Congo'! Se"ction.. • 6 •6 606.06 60 6 000090 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 000006 6 • 000006 Limitations: 660666 0 �• . 6 1. This door can be installed hi US Aluminum series DHS-500 Storefront System(under sepftte N0;1},•lower --:000 006600 6 600 06.00 design pressure of door or storefront shall control for the entire assembly. 2. The Doors are not rated for water infiltration resistant.Design pressure rating is based o*zifock stile reT foorcemell1*0;• & lock options(see sheets 3, 4&5). See applicable DLO(day light Opening)w/8"oo •10*bpttomgalls; 6666:6 3. The doors w/Narrow frame jamb item#3(5"x1"x3.5") is rated to max.DP=70 psf only. :""• 6 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,tity'state�tudnies a;J 666. following statement: "Miami-Dade County Product Control Approved",noted herein. 00 0 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 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 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 shall be provided to the 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 renews# 14-0331.01 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1.Chanda,P.E. =M1A'WDJVWEC0UN42y NOA No. 15-0209.01 Expiration Date: February 10,2016 Approval Date: March 19,2015 Pagel F U.S.Aluminum WL), Division of C.R.Laurence Cam an . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections(submitted under files#14-03331.01/12-0628.01) 2. Drawing N0.W04-83 Rev H,titled"Series-DH-350 Alum Outswing Entrance Door",sheets 1 through 1.1 of 11, prepared by AL-Farooq Corporation,dated 10-05-04 and last revised on MAR 17, 2014,signed and sealed by Javad Ahmad,signed and scaled by Javad Ahmad,P.E. Note: This renewal consist of conditional renewal without change from previous approval) B. TESTS (submitted under files#14-03331.01/#12-0628.01/#12-0406.03) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 (Not conducted) 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 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing door w/ transom,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-6859,dated 04/03/12 signed and sealed by Marlin D. Brinton, P.E. 2. Additional test reports(submitted under files#12-0406.03/#10-012110) 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 2WL 3) Water Resistance Test,per FBC,TAS 202--94 (lots conduct52: ••••;• 4) Large Missile Impact Test per FBC,TAS 201-96.... •••• ; ••• • 5) Cyclic Wind Pressure Loading per FBC,TAS 203=94 • 6)Forced Entry Test,per FBC 24113.2.1,TAS 202--M .�•••• �••••' Along with marked-up drawings and installation diagram of aluminum outswing;p a once door,p� are • by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-6545,dated 08(j4/Z,UI 1,si8gj and •••• sealed by Marlin D.Brinson,P. E. • Along with marked.-up drawings and installation diagram of a aluminum tiutswing eatrance door,..:. w/transom and outswing doors w/sidelites&transom,prepared by Fenlstratuan Tasting :0000: Laboratory, Inc.,Test Report No(s) FTL-4254, dated 06/28/04,FTL-4300,dated 0*%Iand' • FTL-4320, dated 09/15/04,all signed and sealed by Edmundo Largaespada,P.E. C. CALCULATIONS(submitted under files#14-03331.01/12-0628.01) 1. New 10"bottom Rail extrusion w/strength properties and mounting screws,prepared by Al Farooq Corporation,dated MAR 17,2014,signed and sealed by Javad Ahmad,P.E. 2. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation, dated JUN 19,2012 and last revised on SEP 14,2012, signed and sealed by Javad Ahmad, P.E. (submitted under files#12-0628.01/#12-0406.03) 3. Glazing complies rv/ASTME-13 00-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). I - L � Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 15-0209.01 .Expiration Date: February 10,2016 Approval Date: March 19,2015 E- 1 U.S.Aluminum Mt Division of C.R. Laurence Company. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co., Inc. for their "DuPont Senhy Glass 0 interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1213.08, issued to Eastman Chemical Co.(MA)former Solutia,Inc.for "Saflex CP: Saflex& Saflex HP Glass Interlayer w/PET core",expiring on 12/11/18. F. STATEMENTS (All items except#1 &2 below, submitted under files#12-0628.01) 1. Statement letter of conformance to FBC 2010 and i-yr renewal request,prepared by Al Farooq Corporation, dated 02/06/15, signed and sealed by Javad Ahmad, P.E. 2. Statement letter dated FEB 03, 2015, issued by Intertek, Architectural Testing Lab of C. R. Laurence Co.'s pending test, signed by Jarod S. Hardman,Lab Manager. 3. Statement.letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation, dated 04/26/12, signed and sealed by Javad Ahmad, P.E 4. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 04/26/12, signed and sealed by Javad Ahmad, P.E. 5. Lab compliance as part of the above referenced test reports. 6. Press Release dated August 25, 2011, issued by C.R. Laurence Company,Inc. of announcement of C. R. Laurance(CRL)and U. S. Aluminum Company(USAL)%0;e ...... integration of Delta Doors with U.S. Aluminum, Florida. •••! a 0 0 0 6 ,• 7. Press Release dated 07/08/11, issued by C. R. Laurence Company, Ino�•Rq.)antrb'l��eing •••• • the Acquisition of U.S.Aluminum Company(USAL). 6 • 9668 . 666•66 6.6.6• G. OTHER . . ,• •6... go L This NOA renews NOA#14-0331.01,expired on FEB 10,2015. 066666 • • 2. One year conditional renewal subjected to successful test completionper AR teg1pivposal0.06:6 dated 11/07/14. : .6. • 0 3. Test proposals dated 11/08/11 approved by PERA&# 02-0472 dated t07-6S-02 R*JbZ;.0182! dated 6/7/6 issued by BCCO. 4. Previous associated file NOA(s) 12-0406.03 and#10-0121.10(Delta Doors Mfg.Co.). Is aq 1.Chanda,P.E. Product Control Examhier NOA No. 15-0209.01 Expiration Date: February 10,2016 Approval Date: March 19,2015 E-2