Loading...
813 NE 97 St (14)JOB SITE : /4 4 tit - g'1,3 NE 17 $$ TYPE OF REVIEW: i i- CODE SECTION PAGE LOCATION a1-7 e,m cwr V tS " °l2EK ec-k ? S1,6 Pro of pr7ro -v-cti. / fbe-' L 1 I I 0 Cifif Jots liaN -a be ti3-ed tom, of' . ® Reti ;e44/ rytoi4Led ' A gE J 3 GC tl be f 9( 4 !moo (Ail 2 - 5 , 4 - s GU l 1 PY c 6/1p l cy 5 �G ` be p t4 t `E, GAS dcia✓ei- { a. r C 5to9i l A Ss04 - slar probleK eQcisl ,e 4g10 lb x ? 54 0 wood, 2 5r: uji Se -h 1 5 4 . Pro ofratt Arr s Ar pro r el5 eL Vol.BeirS vt-e4 0-14 pamde-a Reid A - ® 56 64 1 t , e t press LA. rre t—. 512 S. s Do„ w a ) PLANS EXAMINATION SHEET COM1MENTS ramei ap (;;;:;- DATE: 244--/q7 BY BY: �� Florida Storm Panels 14475 N.W. 26 Avenue • .Opa- locka, FL 33054 • (305) SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the 20 gauge panels under renewal number 99- 0105.03. (Previous number 96- 0701.02) This letter authorizes SHUTTERS M.D. to use our 20ga. panels under number 99- 0105.03 to be used at the following j ob: Sincerely, • Victor V. l;ruz Enrique Revilla s President . ` or Vice - President '1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. 5 -9000 • FAX (305) 685 -7511 tl• MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 14475 N.W. 26th Avenue Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 Ga. Galvanized Steel Storm Panel under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0105.03 / Expires:01 /04/2000 �1 THIS IS '1 HE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02/05/1999 Internet mail address: postmaster ©buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division 0, rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingeodeonline.com 4 Florida Storm Panels. Inc. ACCEPTANCE No. : 99- 0105.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEB 0 5 1999 January 4, 2000 1. SCOPE This renews the Notice of Acceptance No. 96- 0701.02, which was issued on April 10, 1997.. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95-498, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated September 18, 1995, last revision #2 dated February 26, 1997, sheets 1 through 4 of 4, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval and Renewal stamps both with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo,. city,. state and the following statement: "Miami -Dade County Product Control Approved ": 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following:. 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Mak r, P. E. - Product Control Examiner Product Control Division 2 of 3 Florida Storm Panels, Inc. 3 of 3 ACCEPTANCE No.: 99- 0105.03 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FEB 0 5 'J. EXPIRES : January 4, 2000 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved_ c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession_ 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the Job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 19• Helmy A. akar, P.E. - Product Control Examiner Product Control Division a 5 15 .335 L EXISTING STRUCTURE 12.40 COVERAGE .090 (TYPI .30 O "F" TRACK SCALE . MALP SIZE OBS ��� 25' t--1 I L.OS- .08' O WINGNUT SCALE . HALF SIZE 1--4- 6 -V1.' ( 3.00' - 5.00' - 1 1 1.50' ADDUCT MARKING 1 -1 LOCATION/ WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION L 1.50 1L.50 O STORM PANEL SCALe 3- 1-0 -. 11111.1 0 3.500' r STANDARD CHANNEL SCALE . MAUI SIZE 1 TOP MOUNT - , CT MOUNT 2 7 L 7 (8 OR DIRE PLAN VIEW r . V TUBE s PASTENe0SI (SEE PLAN VIEW s NOTE 61 BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION REINFORCING BAR W/ FASTENERS AT MIOSPAN. - F - TRACK. STUDDED ANGLE. W/ STUDS 01 6 -1 /6' 0.2. AND DIRECT MOUNTS W./ ANCHORS (0 6-1 /L 0.G EXISTING STRUCTURE PRODUCT MARKING (OPTIONAL LOCATION) - 16 DACE GALV. STEEL GRACIE 0 OPTIONAL LEG DIRECTION 11. OPTIONAL• OVERLAP FASTENERS TYP. (SEE NOTE • 11 S 16 GAGE GAL STEEL NILE 0.05(10( PIECE. r . 2 PON. TO 2'. 5 - MAX. TENSION FASTENER 0 12' O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANC/4091 OPTIONAL • 01RECT1ON LEGAL 1.75 / 1 0 SOFFIT CHANNEL SCALE . HALF SIZE 1.00' I 12 r 6 -1/1.' (TYP TYPICAL "h" HEADER SCALE , 3 . 1-0 5.00 r 16 GAGE GALV. STEEL GRACE 0 14 GAG OALV. STEEL 5.00' MAX. CLOSURE SCALE . 3 . T -0' W)OTH UNLIMITED (PeRP. TO PANEL SPAN) SECTION.. L ELEVATION 16 FOR INSTALLATION W/ FASTENERS 18 MOSPAN 'F' TRACK. STUDDED ANGLE. W/ STUDS 6 -1/1. 0.2. AND DIRECT MOUNTS W/ ANCHORS (35 6 -1/1.' 0.C. 1/4 -20 o 3 -1/2 BOLT WITH WASHERED I./PIGNUTS 12 -1/2 0.C. (TYP1 L EXIST NO STRUCTURE 0 TOP MOUNT O OR DIRECT MOUNT - 945728ERS(SEE PLAN WEN L NOTE II BOTTOM MOUNT aeD OR DIRECT MOUNT PLAN VIEW SCALE. t-t/2- . r -O' 2.000' of r.062' I .DSO' . ! .930' GALV. STEEL GRADE 0 OR ALUM. t • MM .005 - (, KEYHOLE WASHER SCALE . HALF SIZE wit/TN UNLIMITED (PERP. TO PANEL SPAN) SECTION 2.000' .062" (TVA L t 1.750 0 O "h" HEADER "U" HEADER SCALE 'PRODUVT IMNEWED ACCEPTANCE CE No. l I- C 1 05'. 0 EXPIRATION DATE 01 ' • to 0 5.A 3 -0 SCALE . 3 C1 BY 11/32 -0 ., �� ✓J A J[�NIRU MOTPSI PRO/ CONTROLDIVLSION 5tJII� MPUANCEOFFICE L BUILDING COO n9 �Ti�� win ED O/ ACCORDANCE WI THE SOUTH FLORIDA 5 /6'8 2. POSITIVE AND NEGATIVE N UL E DES PRESSURE CALCAT[ONS SMALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A5CE 7 -96 9M0•MUM DESIGN LOADS FOR BUILDINGS AND OTHER STRICTURES. TABLES SMALL BE REFERENCED AT APPROPRIATE DEStmI LOAM. 3. STORM PANELS SHALL BC 20 GAUGE STEEL It • .0359 CONFORMN 6. G TO ASTM ALL STRUCTURAL QUALITY. UALI. GRADE C N K WITH A M. FT . 7 IC51. GALVANIZED IN N 11 0. P6M ACCORDANCE WITH AST 66 ALUNM ALLOY EXTRUSIONS SHALL BE 6063-16.1111.N. w111414 C. PRODUCT MARKINGS SHALL BE WITOO 12 OF ONE END OF THE PANEL WITH A NNN MARKING ONE MARKG PER PANEL AND SHALL BE LABELED AS FOLLOWS. FLORA STNIN PANELS. NC. CPA LOCK*. FL DADE COUNTY PRODUCT CONTROL APPROVED 1 11 or , II-16 GA. STEEL TUBE SCALE , HALF SIZE 2' 12- / 8077011 UN MOT 7 CO OR ORECT ITYPI NIOUNT TYPICAL ELEVATION 1? FOR INSTALLATIONS W/ NO FASTENERS MIOSP AN. 'F' TRACKS. STUDDED ANGLES. W/ STUDS 611 12 -1/2' 0.2. AND DIRECT MOUNTS W/ ANCHORS t 12 - 5/2' 0.C. MAX t1. OPTIONAL w a m C )r . r 1 16 0A STEEL TUB( TYP. (OPTIONAL) 5E2 NOTE 6 & TYPICAL ELEVATION is 3/4' OVERLAP MN. t4 GAGE OL AV. STEEL ANGLE CLOSURE PIECE • 25 6063-76 ALUMINUM 5 NAN. ANGLE scALE . r . r-a 1[ GAGE GALV. STEEL 2-. 3'. 1.- OR S- j 5 ANGLE 11! O • 1 S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM PT • 33 KY 6. MATERIAL SPECIFICATIONS NOTED WREN ARE THE MANUFACTURERS REPRESENTATION OP MATERIALS TO in USED M PRODUCT TESTING 7. TOP L 80170(9 DETAILS SHOWN MAY BE NTERCNANGED AS F)21.0 CONDITIONS OICTAT5. PANELS MAY 82 MOUNTED NORIZONTALLY WHERE APPLICAOLE. 0. PANELS UTIL2120 A STEEL TUBE SHALL 82 FASTENED AT OVERLAPS AT MIOSPAN TO.A r . r ■ 16 GAGE STEEL TUBE USING U1. - 20.3 -1/2 1301.72 W/ DIE CAST ALLMNIM WASHERED WN0KUTS OR !ADMITS (SEE T7P1CAL ELEVATONL PANELS NOT UTIJZNG STEEL TUBE SHALL BE FASTENED AT P82SPAN W/ 1/ 20 • r BOLTS are CAST ALUMINUM WASHERED WOIGNUTS OR JACKNUTS (SEE TYPICAL ELEVATI u FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS & TIME ARE NOT 8E0 E0. NO STEEL TIME ANO OR FASTENERS ARE RE0*3RE0 FOR TYPICAL ELEVATION ©• 9. TIM DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE N CONFORMANCE WITH GAO! COUNTY PROTOCOLS PA 201.202. AND 203. OE5KIN BASED ON CONSTRICTION TESTING CORPORATION (CYO TEST REPORTS N9. 95.032 AND No. 96 -009. 10. A WARNING NOTE SHALL are PERMANENTLY PLACED ON OTHER THE 50.1. OP THE SHUTTEI.S OR ON EACH 9*953. ADV($•G THE NOME OWNER OR TENANT THAT THE - STORM PANELS Was NOT OFFER HURRICANE PROTECTION UNLESS ALL RE00bRCNG BOLTS AND/OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED - . EXISTING STRUCTURE 1_1/2' a TYP. I 1.50- I O 6 ANGLE SCALE . 3 - r -0 X093' TYP. 1/ 4 5.S. STUD • I ' 6 -1/4' 0.G u0 O STUDDED ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA • �7 / t: • I .,�, / PRODUCT CO. ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No.%-, Io).a SHEAR FASTENER 012 0.0 FOR DESIGN LOA05 LESS THAN OR EQUAL TO 11.0 PSF AND o.C. FOO 02•09 LOADS GREATER THAN HO 989. rrs C O • 00 9 H ®•/1 AS 1 00"°°" V AC ( (Arose 0s 1cM.MV tr....y n.. 95 -498 ease* 1 .S A 02/27/97 12:38 SEE rt1N. SEPA RATION PROM GLASS SCHEDULE GLASS OR ODOR CONT. �- EXISTING STRUCTURE ANGLE TO WALL DETAIL GLASS OR DOOR SEE MIS. SEPARATION POOH GLA SCHEDULE -- x•ISTING STRUCTURE TENSION F•51.5•20 (252 ANCHOR SCXEOULE) TYP. TOP L BOTTOM O A WALL MOUNT SECTION SCALE , 3 . T -G ANGLE TO WALL DETAIL WOOD PRAHR.G nuulun.:•: SS = 'Lig . TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP L 8011011 WOOD PRAMING O O WALL MOUNT SECTION SCALE , 3 . I /6 MAX. 1/L -20 MACHINE BOLT L WINONUT 6 -1 /4. 0.C. OR 12 -1/2 0.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 PANEL TO ANGLE DETAIL 1/6 -20 HACKING 8OLT i W■GNUT O 6 -1 /6 O.C. OR 12 -I /2 0.C. USE STORK PANEL LENGTH CORRESPONDING TO STUOS SPACING 1225 T681.5 11 PANEL TO ANGLE DETAIL SEE HON. SEPARATION PROM GLASS SCHEDULE SEE MIN. SEPARATION PROM GLASS SCHEDULE GLASS OR ODOR .125 OR . L ..125 AL. TUBE OR V • 6 P.T. W000 SCALE , 3 • V-0" SHEAR PASTENER MSEE ANCKOR SCHEDULE) TYP. TOP L BOTTOM EXISTING STRUCTURE GLASS LL -20 MACHINE BOLT OR 0000 WONGNUT Q6 6-114: 0.G OR 12-1/2 O.C. USE STORM U PANEL LENGTH CORRESPONDING TO STUDS SPACING MSEE TABLE 11 J.115 z • 2 2 0 X 4 CONT. 2 - t /6 Y L -1 /Y S.S. LAO SCREW (► 26 0.G MAX. W/ 1 -3 /4 PENETRATION IN CENTER OP STUDS . THIS DETAIL MAY 82 USED AT TOP OR OOTTOM OP PANELS NOTE. USE OP THIS DETAIL 1S LIMITED TO 6 T2 PSI'. WALL MOUNT SECTION (BOTTOM) 1 /L MAX. EXISTING STRUCTURE ® CEILING /INSIDE MOUNT SECTION SCALE : 3 • T -0- Z a EXISTING (4000. CONC. OR HOLLOW BLOCK STRUCTURE EXISTING (4OOO STRUCTURE EXISTING (4000, CONC. OR NOLLO(4 01.0212 STRUCTURE 01.655 OR DOOR VL - • S.S. LAO .- /4-20 MACHINE BOLT LAG SCREW W/ i -1/2' a WWONUT 6 - /4 - 0.C. OR PENETRATION INTO (4000 12 -1Z O.C. USE STORM PANEL LENGTH CORRESPON07N0 TO STUDS SPACING (552 TABLE O SEE r@I. SEPARATION PROM GLASS SCHEDULE GLASS OR DOOR EXISTING • STRUCTURE SCALE , 3 • r-O- EMBED. WALL MOUNT SECTION (DIRECT MOUNT) TENSION FASTENER (252 AMNO21 SCHEDULE) TIP. TOP L BOTTOM 0 SCE NOL S ®saATION FROM 1 /6-20 MACM1NE BOLT a (4IGNUT ID 12 0.C- TYP. TOP L BOTTOM . SOE CLOSNJRE REO.O. (SEE PLAN VIEW) f TENSION PASTEKER - USE CISECT / MOUNT P621E11E02 W/ KEYHOLE / 1ASMEROOR SOEWALK BOLTS. ANCHORS cils 6-1/4 0.2. PEAL OR to T2 -1/2 0.C. WMERE ANCHOR SCHEDULE PERMITS. DO NOT EXCEED STORM PANEL LENGTH CORRESPONDING TO ANCHOR SPACING. SEE TABLE 1 RYE. TOP a BOTTOM). ® DR 19 1 /4 MAX. 1/■20 MACHINE 80LT 0 L WBNGNUT 01 6- /L O.C. OR 12 -1/2 0.G USE STORM OPTIONAL LED PANEL LENGTH CORRESPONDING OWC2TWH TO STUDS SPAONG (355 TABLE 1) BUILD -OUT MOUNT SECTION SCALE : 3 • T-O s 0 = D r = 0 V G a. ACCEPTANCE NIL 1 ( • _ • a, . o LA.,.• . PRODUCT RENEWED EXPIRATION DATE al/c. Aocc a : ODU • s : • L DIVISION auuDING CODE COMPLIANCE OFFIC1 APPROVED AS Cfr^LYING WITH THE SOUTH FLORIDA BUILDING CODE cA ` -A L. 10 T• • '7 PRODUCT c 1 Teo1 avlsloN BUILDING CODE COMPUARCE OFFICE ACCEPTANCE NO.q -C 7AI.Q Z • • y d y O S 2 a a • 2 2 • • 1 VOl al )i) I -I -I V.l. KNE2LVICH PROP ESSIOKA�'• PL Lk no. PE0 .1 0 . • NOT v. sr•.., 61 00 95 -498 .wrr 1 .1' A R 7 199J' 10.41..6 Or 5111 FROM GLASS SCHEDULE O7 CONT. SEE ANCHOR SCHEDULE — L EXISTING STRUCTURE V 4 -20 MACHINE BOLT & WINGHNT p 6 -1/4 0.5. OR 12 -Ur 0.5. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING ISLE TABLE U O SOFFIT MOUNT DETAIL SCALE : 3 . 1*-0 AN01.E MAY VARY O ALT. CORNER DETAIL L SCALE : 3' • T_0 7141155 1/4 - 6 WOOD SCREWS w/ 2' N1N. CMBEDMCNT OR THREE w000 BUSHINGS w/ r NM.EMBE0MENTITYP AT EACH JOIST. TRU50 00 RAFTER • 24 0C. MAX.) 2 • W000 JOIST. TRUSS OR RAFTER 612 SMS DETwEEN TRUSSES • 24' 01. MAX. 1/4 MAX. r • r ..12S M!1. CDR. 3105 -1414 OR 6063 -76 ALIR•NUM ALLOY 01 16 GAGE GALV. STEEL ANGLE 2. W000 DECKING w000 JOIST 114.-20 S.S. BOLTS & WNGMJTS • KCVOdT OP PANa SPAN OR Sr 0.0 MAX (TYPI EQ. 1 1/4 -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY EXISTING w000. CONc. OR 1401.10(4 131.005 STRUCTURE TENSION PASTENER (SEE ANCHOR SCHEOULEI OCONT. SCALE . 1 -1/2' • 1 -0 PRODUCT RENEWED ACCEPTANCE No. Cf C1 O 10 5• 0 3 EXPIRATION / ATE 0 1/o / 4-/ t Q O O I . V PRODUCT 0 NTROL DIA1SION BUILDING CODE COMPLIANCE OFFICE 1/4 -20 MACHINE BOLT i NUT • 2r 0.C. (TYP, TOP & 00710M) 1/4 MAX. L 1/4-20 MA011/4E BOLT i W44044UT • 6-l/ 4 O.C. OR 12 -1/2 O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (5E5 TABLE 11 EXISTING \ TENS/ON FASTENER STRUCTURE— (SEE ANCHOR SCHEDULE) ALT. BUILD —OUT MOUNT SECTION SCALE ir1P22* -0' 6 -1 /1. • 3/r6 1401.5 FOR FASTENUIG PANEL O 7 1-1/2 • 1-1/2" AA- STUD ANGLE EX1:TIN0 STRUCTURE :3'.V4'.T -1-vr ALUM/AIM ANGLE TLNS1ON FASTENER ISLE ANCHOR 20EDU.E1 SEE MIN. SEPARATION FROM GLASS 5CMEDUL5 OPTIONAL HANDLE LOCATION SCALE : 1 -1/2' • r -o SCALE : 3 • 1' -0' TENSION FASTENER (SEE ANCHOR EDULE)— KEW STRUCTURE SEE Mit. SEPARATION FROM GLASS SCHEDULE SCALE : 3' . T - v4-20 MACMR BOLT L w1KDwT • 4-Va' 01. 02 12.V2 - 0.G USE STORM PANEL LENGTH CORRESPONDING TO STU05 SPACING MSEE TABLE II 2 O a O "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL V4 -20 MACHINE BOLT & w1N6NUT C6 6-1/4 0.5. OR 12-1/2" 0.5. USE STORM PANEL 1.010714 CORRESPONDING TO ST4A5 SPADNI) (SEE rung 11 elm S /B- stucco FINISH (LW MAY BE REVERSED) WIRE LATH MAY Be USED AS TYPICAL REINFORCEMENT OVER LEG OP 'P' TRACK 0 NEW STRUCTURE DETAIL • "F" TRACK CONNECTION TO • 1/1 - 6 RAw4 CALK -RI ] /L- W/ 7/r MIN. EMBED. IN CONC. • S' 01. OR 116 - 0 RAWL STEEL 0009 -04 w/ r MIN. E4050. 114 CONCRETE or0.5. 0 O . PUNCH/ HOLES IN ADJACENT PANELS t0 RECEIVE T10S If 4-20 DOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND PASTER WINGNUTS FROM THE 245105. MAY BE 1 OR 2 PANELS WIDE) ALUM. OR GALV. STEEL SPACERS AS RECTO 701401011 PA5Tplp1 SEE ANCHOR SO•EDUI.E1 OM STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 3 a r -0' Cr • 3 VL Nr- 1.1/2 ALUMNUM AJ4OLE Q SEE MIN. *RATION F GLASS SO/COYLE vt -20 STUD W/ NUT INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. VL MACNM RCL7 & wGNUT • 6-1/4 O.C. OR 0 -Ur 0.L USE =UN P ANG LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 0 TYP. TOP & BOTTON won LATH MAY 55 LEWD AS TYPCAI. RC/OORCEMENT OYER LEG OP 'R TRACK. 0 ALUMU OR 6*1.V. ova SPACERS AS MVO TENDON ( ANCHOR 50100045 TO NEW STRUCTURE DETAIL ALT. "F" TRACK CONNECTION APPROVED AS COMPLYIC WITH THE SOUTH FUIIUDA BUILDING CODE � .. L ea E ."7 PRO +h'�I+ DIVISIDIE BUILDING CODE IARCE OFFICE AccEPTA IcE 1mj , - � D . hZ ra J 04 2 0. O. CC CC 0 au J 1- (4 O 2 0 J 0 0 0 • C 0 • C s f. I MI 1 c (/ z N J W •V Z > 16 < 'T DL E.10 z 0140 • DL ; Y C. • 6 " . 66 F- • J ° In 7 < moo= 0 EE 0 J LL u 0 C 6 2 1Z V 2 0 t .614. ).4 a 0 4 a. _ V 6. 0 ( 6P llv«►.e o ,l l vx ll 4 /04 I I OPOMOS.< 95 -498 • STORM PANEL SCHEDULE • NEGATIVE OESION LOAD V IPSF1 W/ ROL T5 6 /OR 0ARS AT MOSPAM w/ BOLTS I/10 OARS 6T MOS ►6N NO 001.T5 OR BARS AT MIOSPAN FOR ALL MOUNTING CONDITIONS w/ STUos 0 6-1/6 QC FOR STUDDED AV4E3. F TRACKS w/ SILOS 0 6-1/1' 01. 6 MSC MOUNTS w/ ANCHORS 0 6 -1/6' 0.C. NAIL TOP & BOTTOM FOR 5792012 ANGLE 7•• TRACKS w/ S7 205 072 -VT 0.C. 6 DIRECT 7 0215 w/ ANCHORS 0 t2 -I/T 0.0 MAIL MAIL PANEL LENGTH (FT-00 MAIL PANEL 5E11G133 MT.00 MAIL PANEL LEt6STH PT.00 30.0 I1 -0 11 -0 0 -8 60.0 11 -0 11.0 0 -0 30.0 10 -6 10 -6 8 -e 60.0 10- 1 /0 -1 8 -0 70.0 9 -8 9 -9 8.• 80.0 0 -7 9 -S a' - 90.0 7 -8 9 -1 7.2 100.0 6 -10 0 -9 6 -6 110.0 6 -3 8. 5 -10 120.0 S -9 7 -11 S - S 130.0 5 -3 7 -8 S -0 160.0 6 -11 7 -4 6 -7 130.0 L -7 7.1 6 -3 160.0 1 -3 6 -11 6 -0 170.0 6 -0 6 -a 3 -9 100.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 9 -5 200.0 3 -5 5.D 3 -3 210.0 3 -3 5 -e 3 -1 220.0 3 -2 5 -5 2.11 230.0 3 -0 5 -2 2 -9 MIN. SEPARATION FROM GLASS SCHEDULE ANCHOR SCHE6/ULE LOADS (INCHES) MINIMUM SEPARAT0221 FOR INSTAU.ATWNS LESS S THAN 30 ABOVE GRADE nMO7LSi to I FASTENER 7000, J - ` j SPACING REQUIRED FOR VARIOUS DESIGN NO BAR. WI RRERLAO F ASTEMRS ALL C"SQ110715 EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE MAX. PANEL MAX. PANEL LENGTH (L) FT. LENGTH (L) FT. 5 -7 MAX 8' -5 MAX. 1r -0 MAX. S MAX 8' -S MAX 11• -0- MAX id N/A MIA ` 6 3 1 WA 3 3000 MIN PSI CONCRETE 1/1 - 0 RAWL NAIL -IN W/ 1 -3 /e MIN. EMBEDMENT �� 72 5.../ MrilliffallariggillWiell L 5 NIA 3 756 230 1/4-e CALK-IN & 1 /t -20 SIDEWALK BOLT C3 /1 - 0 HEADT W/ 7/8 MIN. EM Mt . 7 2 72.3 123 12.5 0 n3 6.25 12. 123 123 123 123 125 156 72.3 6.25 8 L 6.25 3 n.4 tE 10 8 % 6 230 0 L / 3 N/A / ` N/A 1 0 7 S / 4 / 1 /4-2 TAPCON W/ 1 -1/2 MIN. EMBEDMENT :0,11015010e500050er 72 1 53 1 2 5 10 17 7 12.5 8 123 7 71 725 e 12 156 7 T ` S 2 -3/8 S 7 ` S 230 L g 2 -3/0 lillel IIIF.MI 7 10 I /4 ELCO FEMALE - PANELMATE' W/ 1/6.20 TRUSS HEAD L WASHER W/ 1 -1 /t' MIN. EMBEDMENT 31E illitt 72 t56 �'�� 125 11P■nrgli' 12 .5 125 �� 12 1 2.5 3 125 725 230 125 ns 12.5 _ 114-0 ELCO HALF •PANELIIATE W. 1 -I /6 MIN. EMBEDMENT 3% 72 2 -1/6 (3.5 12.5 156 t .5 ...' 12.9 123 11 11 12.5 123 125 7x3 173 123 230 12 13.5 10 �1'1131M1 MIS 7 12.s 7 123 "IMill'l N/A N/A N/A 6 f0 12.3 N/A 6 7 10 N/A S HOLLOW CONCRETE BLOCK 1 /4 RAWL NAIL-314 W/ 7 -3/8' MIN. EMBEDMENT 72 6 6 156 3 6 230 N/A / 1/4'0 CALK -IN L 1 /t -20 S10EWALK 80LT (3 /6 - 0 HEA01 W/ 7/8' MM. EMBEDMENT 31E 72 10 10 7 6 35 5 +x3 S 8- 1x5 6.23 10 156 / 6/ 3 3 N/A N/A 6 0 ` 6 / 3 t / 230 ' L / 3 N/A N/A N/A t -.. 6.25 N/A 4 N/• 3 I/4 TAPCON w, 1 -1/2 MIN. EMBEDMENT tALE0 0 0 111111111111IfI500111G T2 111® 3 ®litf N/A N/• MN inTII .1,.." 156 i 230 N/A / 3 N/• N/• LIWI� '� WA N/• 1 mom 1 1/4 w000 LAO w/ 1 -1/2 MIN. EMBEDMENT 11111111111111111111111111k► 72 /11:11111:11 156 �' 230 ,.:11/ '% ><:. 3/16 3/4-20 5(0 56 WDD 11 4 111 -20 0555 0 BOLT U/6'R (3 /. SEAM W/ r 70N. EMBEDMENT ( 31E 1, 1111, 72 � ' 156 6 2S g 230 L 3 N/• N/A N/A t N/ 3 N/A N/A MIS M/A MIN. SEPARATION FROM GLASS SCHEDULE Ills 1 MAX. .KSTM PANEL 0 011 MINIMUM SEPARAT0221 FOR INSTAU.ATWNS LESS S THAN 30 ABOVE GRADE nMO7LSi PD100DISEPARAT0/ FOR 015TAL.A10NS GREATER MU, la wall=7 t OAR NO BAR NO BAR. WI RRERLAO F ASTEMRS ALL C"SQ110715 40.0 S - 7 2-1/4 2 -3/8 3_112 1.3/9 8 - S 2 -1 /L 2 -3/8 3-1/7 1-518 0 - 8 3 3 3-v2 1-3/6 31- 0 3 3 14/5 2 -716 Sod 5 - 7 - 2 -II'. 2 -3 /8 3 -1/3 1.1/6 8 ■ 5 2 -1/6 2 -3/8 3-112 7-7/9 0 - 8 3 3 9-112 1.7/9 10 -6 3 3 WA 3 60.0 5 - 7 2 -1/6 2 -3/8 9.3•2 1.3/4 8- S 2 -1/6 2 -3/0 3-112 2 e_ 0 3 3 3-113 2 -7ro 10 -1 3 3 NIS 3 70.0 3 • 7 2 -1/6 2 -3/8 3-112 1.3/6 e - S 2 -1/4. 2 -3 /0 3-7/ 2 2 -11 9 a -9 3 3 3-112 2 -116 9.9 3 3 NIA 3 02/27/97 12:42 ANCHOR NOTES. 1. MMIMUM CMB5DMENT ANO EDGE DISTANCE EXCLUDES WALL 70057 OA STUCCO. 2. %MERE LAO SCREWS FASTEN TO NARROW PACE OF STUD FRAMING. FASTENER SHALL BE LOCATED OR CENTER OF 4000 STUD. '3. • ANCHORS SHALL at INSTALLE0 M ACCORDANCE WITH 111TH MANUFACTURERS RECOMMENDATIONS 4/ MIN. 51.11350MENT INDICATED ABOVE. SIDEWALK 001. TS NAY OE SUBSTITUTED FOR TRUSS H550 503.72 IPy • 60.000 7 .3.17. j(E SUITABLE FOR DIRECT MOUNT Ot 6 -1/6 OR 12 -1/T SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPCCIFIED M ANCHOR SCHEDULE. N/A • 00 NOT USE *KNOLL a L E z PRODUCT RENEWED AOCFYCANCE No. r a l - 0/ 1:3 EXPRATIONDATE • / .o .3Q By WO PRODUCT C NTROLDMSTON B IIID!NG CODE COMPLIANCE OFFICE APPROVED AS COMPLYING wmi THE BUILDING CDOE sum H.a QA % •3 BT ��MT� n� �p nu Ftwu1WN N'' :11 WSISNAi - BUUDII(G COOS PUA"(CE OFFI ACCFPUNCE Naq -h I . :01 /05:98 )IOS 18:10 FAX 305 3726339 DATE: December 10, 1996 BCCD PRODUCT CONTROL MEMO TO: All Building Officials in Dade Cou FROM: Charles Danger, P.E. Secretary, Board of Rules an Appeals SUBJECT: BORA Interpretation on Doors Serving as Means of Escape At its November 14, 1996 meeting;,the- Board of Rules and Appeals determined that any.door in a means of escape Group I occupancies will comply with the requirements of the South Florida Building Code and NFPA 101 "Life Safety Code" provided that all locking device activator mechanisms are placed not more than 4' -6" (54 ") above the finished floor elevation. 4: • METROPOLITAN CADE COUNTY. FLORIDA METRO -OADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE :603 METRO -OAOE FLAGLER BUILDING •40 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -250: FAX (305) 375.2SC8 PRODUCT CONTROL SECTION (305)375.25C2 FAX (305) 372.633S . 01/05 /98 ?MON 18:08 FAX 305 3728339 FROM Raul Rodriguez Product Control Supervisor Building Code Compliance Office _LiggD PRODUCT CONTROL MEMORANDUM TO Lee Martin, Building Official DATE 'Occober 8, 1996 Unincorporated Dade County Some Notices of Acceptance (NOA) for doors require the use of slide bolts as part of the acceptant The use of a chain on an accepted slide bolt,.to make such slide bolt reachable: (within 48 inches irc : :. the floor) does not alter the NOA of such product. Should you have any additional questions or would like to discuss this issue further, please do not hesitate to contact me. Thank you. cc: Charles Danger, P.E., Director, BCCO BCCO Staff Guillermo Olmedillo, Director, Dept of Planning, Development and Regulations Charles Levy- Continental Homes ~ '' • SUBJECT Reachable Slide • TO Lee Martin, Building Officia DATE October 8, !3e Un_ncorporaced Dade County FROM Raul Rod: igue2. ?=oduct Control Supervisor Building Code Compliance Office Some of the door manufacturers have chosen to use, in addition to the regular locks, slide bolts (or c locking devices) at the top and bottom of their doors. These additional locking devices will pre\'er:: doors from being used as a means of egress component. The Notice of Acceptances of these prod:. states that when the approval entails these additional locking mechanisms,.such doors can not be t- • means of egress components. Means of egress, which applies to all occupancies other than single family and duplex uses, is not confused with means of escape. Means of escape applies to single family and duplex uses only, an not have to follow the strict requirements of the means of egress. 1 hope that this memo clarifies the recent series of events, which have caused confusion among inspectors and contractors: . Should have any additional questions or would like to discuss this issue further, please do not hestt.. contact me.. . Thank you. cc: Ari Rivera. P.E., P.L.S., Assistant County h;�r._ger . Charles Danger,P.E., Director, BCCO BCCO Staff - . Guillermo Olmedillo, Director, Planing, Dept. of Development and Regulations • C•\WtNDOWS\TEMP96MART .SA.M SUBJECT Means of Egress • of Escape w b METRO -MDE Stanley Door Systems 1225 E. Maple Rd Troy J ,i .,•• • 1 • . 1 Acceptance No.:98- 0619.08 Expires:08 /31/01 MI 48083 P PRODUCT CONTROL NOTICE OF ACCEPT! Approved: 08/27/98 -1- Internet mail address: postmaster @buildingcodeonline.com • - : - 4 x ' 15 ' t ai t , METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING FLAGLER STREET, SUITE 1603 ORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 FIG'D IiL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series Sta - Tru In/Out - Swing Residential Insulated Steel Door (Deadbolt Lock) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Stanley Door Systems, and test reports prepared by Miami Testing Laboratory, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http :Nwww.bui1dingcodeonline.com Stanley Door Systems ACCEPTANCE No. : APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance, No. 94-0928.03, which was issued on November 10, 1994. It approves a wood swinging door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The wood swinging door and its components shall be constructed in strict compliance with the following documents: Drawing No. 05987, titled "STA -TRU: P/H ENTRY DOOR W/D -BOLT & SURFACE BOLTS, RECOMMENDED ASS'Y & INSTALLATION INSTRUCTIONS FOR P/H UNIT," prepared by Stanley Door Systems, dated July 7, 1994, sheet 1 of 1, bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in the approved drawings. 4. INSTALLATION 4.1 The wood swinging door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Man Pe = z, P.E., Product Prod ontrol Division 2 98- 0619.08 f•' ;[[: 2 7 1998 Aug. 31, 2001 ntrol Examiner Stanley Door Systems ACCEPTANCE No.: 98- 0619.08 APPROVED :: 1 ? 1998 EXPIRES Aug. 31, 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Manu; Pere P.E., Product C of Examiner Prod • ntrol Division 3 rtna1 Installation and Painting h Ictlon3 Mg NEW COCITIOJC11014 DOORS WITH N...rO1AAUEa MN .•r sea RJAI& w MIME In.. M 1•.' ANCIDR 1(4)0 a In IN Fro Ir d N." NJ rr o.. ••al n 9. Irb V d ti ..•• .n1 Now 7()p.. w ,Ian. 1•.r*) 410 •..•• IN nsp.w..•rwd rrr 4•, m.. 9 ,144.4 P A I N T I N G ' p. f :L. .m.1 .o Imp .{•.o �v..•. o..vp• m •I . 4,4•Ia•r•..001•o.ti c and 961 ..lo. Own d rq 6.a r awn. • U+Q Inw pint. H. 0.1. rods. No dm M. ..a/ ..t Nunn and .1 4.r.•.. 4 or./ b. 6114 • 11. m.... Ow ••r... 4 $ b7 dm. M 4.n MOr 4714 And jamb ft.. pOr6 001•74 7A.47 WEAIIIAET.1. C A U T I O N • Oo 6144• - m.OA9 lrrw d. *spar r ••04 taro •. •O. /WI Po. •w .0616.006*. •..d Pr• r 011w P.. ••..I.1...\ c.ra.oaa m ..aw. o/.pNW. • O• m... d..r1a0 W.. rod • em m •d. an row) m M I. Plrh draw.. o 6141. 144466..ma. -. 10...or.. A.w t.1y rw1 ••• 061 764.14 F.Y.. to /odor props, htl.tl.UO• 1r..aue1E••• *roller /.l..o to p.n1 door window trio. d.00..u. 9*,, ••• /..nb ./IN,, Id d.►. o/ N.LAU.Uon •0l 4ok, ..*.nary. STARLET DOOR 8THTE43 I..). Y 01.011 OWN. *NU j • Prot*. NU i.110. , l HEY. R NO •� i WES 44 1S I 1.1••• g P I 1 •••••• a -11.04 4.•. I •••• ••••• r U TNO ny r. •m NU ...... . ..444-4.►- 410 10N0EA YAla .. l r /rA.1.1 ............... •...r n a. 2111'0 'Iti1 a( r r1 tud Similar Door 674.51.1 Troy, Michigan 021•.,3 WIUI • 1.A hwaw 501.14101. Lied Wood 7,.m !n Awonlo. Tau. Pa am 6 *. Mal / :a4 *446144) HOR QA•40D ..111. Mud la and •4011i• ..Id door /al 8.440... Ho. 940)$4) and 66.4 .. • LB6SO '01 011./Awl STA-TRU TI1RBSIIOLD •SWISS• IN STA-TRU WEATHERSTRIP: 1IEAEILR. Mu1'L.: HAOCIIC N /VINTL JACKET. JAKE, IEA001 4.9/16' l4Arl: PODERO5A PILE OR ECU IVALENT. 011100411.0 (OPT 1012L1 NAT'L• POCERO5A PINE al EOUIVALENT• 02.075' u.1a •1 XE R 71RE9 WEATHERSTRIP. *TINGE REF. SEAL-111M( NAT 'L EPON FOAM N/ 0)05 AO E51 YE BACKING 4EAT/ER•91RIP: LEADER. SECTION B - B 9-10 • 0111)2 00011. STA-TRU: 1.11/18' 1111(0. 021 STEEL SKINS. 1.219 NI(TII OF 0000 01 PERIMETER X 1.840 T11104. STILES //O RAIL •3//' X 12.00' L SKINS FALTEEO TO STILES MD RAILS 41111 NEOPRENE BASE COITACT AO 0917E. COTE 19 POLTU)EfWE FILLED. 9.1.8 61219: 2/608/0 • 25.79' X 79.00• 2/11108/3 • 31.75• X 79.00' 2/1058/0 • 33.75• X 79.00' 9EAL•LA701 3 /0X0 /0 • 35.75' X 79.00•. 3Vf EOM SCRE11. I1D 0 X :1• 0 11E0•0 NEATIE(ISTRIP, ( SUIT. IED 0 011ER) LAT0). REF. CALLK LATEX. EXTERIOR .01189 ANO IICER 1 0690.0. STA •TRU '' IRUSHOLD O'IIOIAL 91110 CUP 001101 SEEP W>DiSE IRrL. nultr1d0 1'L: ALUM It I / 471000)2. i .AK. NEATIEItlTRIP. LAT0) REF. • FM woo c0.NTT AP1#1OVAL SEE SPECIAL 7(01/11/0 INSTR- IL 71013*. T10 COLGOOLT ILAGE 00 IE3. 111104 SEAL-LATCH NAT'L.: FROM 70AM WEATIER37RIP, HINGE R L EPON ; ENO% 200 o Va1DJ 1, 0) /RIO $11111 ] I rb A l o ' 6.• 11 51�KER Nint (� 10 K 3-1/2' BOTTOM SWEEP 0111 Ouia. CALK LATE( E%TERItn J011415 NO 100) IIRE9n1.. N k A ar 9.1 eTA •TRU THRESHOLD Ir i 1 n• OPTIONAL 'SWING•0/1 SEMIS. JAH1. 11.101 (5EC 11:1.1X:11 STA -TRU THRESHOLD NEAT 113t5111 11.101 . •54170 -IN• 2.250 20 X 000 "1 ••l ���//// ii��� /�i���i�//��ii�U�iii��i�ii / • A WEATHER IP: LATCH. 14AT'L . : INOET 1C 11/7)7(11. JACKET. 2/0 - 31.500 2/0 • 35.500 2/10 • 35.500 3/0 • 37.500 SECTION A A mAIIE I.0. 11.6a. 0* 1E1.0ER. B r - 20.1SN 2/6 - 35.500 2/0 - 37.500 2/10 • 39.500 3/0 • 41.500 15/19• B L„_ "" ""' REVISIONS WEATHERSTRIP: HINGE. �1 IXIDNPn01 ml ar CECEPPRESSICH RELEASER 1•f] 1 10(1,1.0 p0 WEATHERSTRIP: MINCE JA16). 111116. (SEE I /AII 2.000 2.000 HA T'``.i OW. O(1l0E1 SEAL-LAT01 ' L-- SEAL •11114E V 1 001. CAI) KED 1CI6 101TED 7(2) 01AlLCO,4 /111 1/2 X 1/2' BIML 0. NOTE : ALL CXIEnl01 J0Nn8 10 OE [A1LKC0. 00 NOT SCALE THIS DRAWING TcLCRAKES CH FTUL•TIU6 . 1 /B1.(UIWWLS l .015,/PDLES /1• ,11LE69 01084)'.26 00)4(1FIED. 111711: 1' X 4' .000 511EL 0/ 2i4' 01A. STEEL Plii. 1 3 REO 10 aeon 5(11EN9: (12 49 X 1.0' STEEL FLA *EAU SOTO/S. TO JAWI: (0)49 X 5/0' MOJ 4149 X 2-1/4' IEEL LAT 11AO 5011_14 . L. • 1111N:1' CI IN ER 111. 1117101 CuUG CuaU'LIANCIi 6FIIICU PRODUCT RENEWED ACCEPFANCIo Nu - 0 d• /1 O d EXPIRATION IIA1T De-slts►J Fj .E,' LEE et4 R .lTIV0 •l' 43.33 i Kl co.TIVE - /p, 0 _ DADE COUN'T'Y STANLEY DOOR SYSTEM: 013.1•1• Sr 74r •■•••••• ,•••y 1ru.. mamma., PROCHJCT ENO I WEER I NR STA. IIOI: P/11 04101 0001 71/0•1141 1 Sla °AEI: 16.1. 1264••111X0 *93 1 114193.1 AI11.1 )N911ACT1117 11' Pill .1111. AS IDIEO µ !1111W r . �_._..... i • ... A.. .••• . - • ....... • 7".0 •b b:Z2 r".,lurtr/ 0'500/ Flrul Installation and Palm1ng is =torts FOR EW WE d r ... CONSTRUCTION ant SQ. E. I FRAMES GCREWS a ew Nab p aamwr as _ rawer am In Pa One al Irpo b awn. To mans^ l 20 ramie an rant Parcae a was tar area r ^.cane. • coca alWrIn2 a f . piR rp fr that tea Nnt aracss clan a any Warr daerlt. • tWo0 Mao Pala kin cat Oa wants of Taw dov an a way RIry later parr tea wr bra tern a parry ass part. •Tyr cacaos don cache, tnddrq dams M Mal atildoa I tin era are peat la puma 00 NOT PAWN W AINER:SIRP. C A U T 1 O H • Oa name patina mrdrir0 aaaad at. Waal r aryl ts..d roans • Ira 041 ..s p� do inmwarra g aa;to/ora aTnaioan &pre swat • Oo m w art cobra paw craw a arm Oar. an an wry dopy tut ha pare armalw v wawa .tin Sur amova can aura aura. aha al spa way lam n. P A 1 N T 1 N G • TMa Stanley ray door as a arty appal Oar: taw mar penury a m ramraraal. Failure to follow proper kr0alliban krbucHans and/or failure to pant door, virsdoo trim, d.c ordre trio and Mont widen 46 dates of Metafiction ail add [rartenty. STANLEY DOOR SYSTE3IS Troy, NI 01100 Tyr Sunray Wets Pan Wan la; 261201 REV.14 {No Stanley Door System/ Troy, Michigan • � p ▪ r saar r T a m a - ." T AM Aux -arm Urn rater Mr a ar al NI, Gam'aINoowo moo ammaw =OE F 1106 00011 o OLAIE0 01 ANY WAY. THE FIRE RATOIO SPED:RED Ki NO LONGER VA . Stanley Door Systems Troy, Michigan o ara6..w Arnau % Latina 20 Minute Rated Wood Frame N San Antonio. Texas For use in wood, peel stud and masonry ten HER QA -409 walla Must be used with rue rated door a /BI Reference No. 92031-03 and hudwnte L8690 arlinveo TERICl JOINTS AND JER THRESHOLD. WEATHERSTRIP- HINGE WEATHER y1P: LATCH. WEATHERSTRIP: HINGE. NAT'L.: VINYL STA -TRU THRESHOLD 'SWING -IN' STA -TRU WEATHERSTRIP: HEADER. NAT'L.: MAGNETIC W /VINYL JACKET. JAMB. HEADER 4 -9/16' NAT'L: PC OEROSA PINE OR EQUIVALENT. 81110010.0 ( OPTIONAL) HEADER: 1-1/4' X 2.0' HAT'L• PONDEROSA PINE OR EDUIVALENT. 82.875' WEATHER - STRIP: HEADER 801T04 SWEEP NAT'L: C UAL 0URCIETER VINYL. TFRESHI0 NAT'L: ALUMINUM W/ T1- AL. BREAK. SECTION B - B REF. SEAL -HINGE HAT'L: EPDX4 FOAM W/ SELF ADHESIVE BACKING CAULIC,LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. SEAL-LATCH MAT'L.: EPOM FOAM STA -TRU THRESHOLD OPTIONAL 'SWING-OUT' WEATHERSTRIP. LATCH. REF. STA -TRU THRESHOLD MTI:NAL •SWING -OUJT' WEATHERSTRIP. HINGE REF. WEATHER LATCH REF. SEAL -LATCH MAT'L.: EPOH FOAM SRI CAWt. LATEX. EXTERIOR JOINTS AND UNDER THREE ID`D. JAMB. LATCH (SEE HEADER) STA -TRU THRESHOLD WEATHERSTRIP: LATCH . 'SWING -IN' SLAB - ENTRY O(x11R: STA-TRU: 1-11 /16' THICK. .021 STEEL SKINS. 1.219 WIDTH OF WOOD ON PERIMETER X 1.610 THICK. (STILES AND RAIL). - 3/1' X 12.00'•LODCBL00t. SKINS FASTENED TO STILES AND RAILS WITH NEOPRENE BASE CONTACT ADHESIVE. 2.250 CORE IS POLYURETHANE FILLED. SLAB SI24S: 2/6X6/8 - 29.75' X 79.00' 26 2/8X6/8 - 31.75• X 79.00' 2/10X6 /8 - 33.75' X 79.00' 3/0X6/8 - 35.75' X 79.00'. SCREW. MOUNTING a8 X 3'. (8) RE0'0 (SLFPLIED BY OTHER) 'FOR OADE COUNTY APPROVAL SEE SPECIAL MIMING INSTR- UCTIONS'. OEAOBOL.T - SCfiAGE 100 SERIES. 1' THROW OR EOUIV /LENT. LDOCSET - SC LAC£ A' SERIES 2-3/4' BAC6Er 1/2' LATCH THROW OR E(LIVALENT. MOULT STRIKE PLATES W/18 X 2 -1/2' SCREWS. SEAL -HINGE NAT'L: EMI MAN W /SELF ADHESIVE BACKING CALLX. LATEX. EXTERIOR .AMTS ASO tNOEF THRESHOLD SLIDE BOLT 4*0344 REOUI ) ?OM WITH ((3 17 x 1 IHTd AND 807904 RAIL. STRIKER WITH (2 18 X 2-1/2' BOTTOM SWEEP NAT'L.: DUAL OLDOPETD1 VINYL. CAU..XED KEAF t.OUlTEO AND STAPLED.W / '/2' X 1/2' STAPLES. 5.500 31.750 28.000 '2.250 00 NOT SCALE THIS DRAWING Ta.ERANCES mi FRACTIas a NAT'L.: MAGNETIC W /VINYL JACKET. 2/6 - 35.500 2/8 - 37.500 2/10 • 39.500 3/0 - 41.500 COMPRESSION. V■N 111'1 ► a l l 2/6 • 31.500 2/8 - 33.500 2/10 • 35.500 3/0 - 37.500 SECTION A - A SEAL -LATCH 1/64.DEZIMA S FRAME 1.0. LABEL ON HEADER. 15/16' - is- 0430SSE0 f WEATHERSTRIP: HINGE SEAL - HINGE NOTE : Au EXTERIOR JOINTS TO BE CAULKED. JAMB. HINGE (SEE HEADER) A. —2.000 2.000 2.000 l0013L0 ODOR 1.0. LABEL 01 EDGE OF OOCR. =.015.ANG-JS al 0T1- 68415E SPECIFIED. CESCIIPTI04 RELEASED ern C7 bAIE HINGE 4' X 4' .088' STEEL W/ ,234' 01A. STEEL PIN. t3 9E0'0. ATAO/ENT SCREWS: TO 0000: (12)19 X 1.0' STEEL FLAT HEAD SCREWS. TO JAt9: 8)19 X 5/8' AND 1 )19 X 2-1/1' STEEL T HEAD SCREWS. PRODUCT RENEWED No. !� o&/9 , keel ACCEPTANCE r ta EXPIRATION DATF By PR • toscr CONTR01.DIVISI or UUIU3 - CODE COMPLIANCE • ICS DE.SIGIJ PQESSUQE tZ &TILIG Pos cm/ E. + 43.33 �1J EG &TIVE — 70..0 DADE . COUNTY STANLEY DOOR SYSTEMS oevrata. Cr .►r a*A -a.cY a•O.aa TOY. MICHIGAN PRODUCT ENGI NEERING NAT. "'— STA -TRU: P/H ENTRY MGR W /0-BOLT t SURFACE DOLTS REMINENCE0 ASS'T t I/6TALL.AT I4 130HR106 0' P/111/11 T. w T.MI.a. AS KITED Nor tern 05987 !NONE 1 ; f ; NIV 01.7t. OMS 7 -7 -94 I aced av G.Y. aa+m ate...-v-.at •• A... 05987 • `( . V 1'.J.' \ � 0 aid • r METRO=DADE BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Gopi Glass Sales & Services Corp. 7450 NW 41 Street Miami FL 33166 Acceptance No.:97- 0721.05 (Revises No.: 95- 0630.06) Expires:09 /07/99 Approved: 11 /13/97 Internet mail address: postmaster ©buildingcodeonline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Aluminum Fixed Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. W97 -11, Sheets 1 thru 4 of 4. (For listing, see section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 2 APPROVED : NOV 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Aluminum Fixed Window 1.3 Overall Size(Tested units) 1.3.1 77 -1/2" wide by 59 -1/2" high by 1 -7/8" deep (3/16" tempered glass) 1.3.2 74 -1/4" wide by 51" high by 1 -7/8" deep (1/4" annealed glass) 1.3.3 74 -1/4" wide by 37 -1/4" high by 1 -7/8" deep (3/16" annealed glass) 1.3.4 96" wide by 48" high by 1 -7/8" deep (1/4" annealed glass) 1.3.5 54 -1/2" wide by 63" high by 1 -7/8" deep (3/16" annealed glass) 1.4 Configuration 0 1.5 No. & Size of Vents: None. Fixed glass in frame. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 Glazing Material: 2.2.1.1 3/16" tempered glass. (Up to 32 FT 2.2.1.2 1/4" annealed glass. (Up to 26 FT 2.2.1.3 3/16" annealed glass. (Up to 19 FT 2.2.2 Glazing Method: Exterior or interior glazed using a' /" wide x 3/64" thick silicone adhesive bedding compound and an extruded aluminum `/" x'/" x' /" x .062" glazing bead, secured.with clear silicone sealant. Glass bite is' / ". 2.2.3 Daylight Opening: 2.2.3.1 74 -7/8" wide by 56 -7/8" high (3/16" tempered glass) 2.2.3.2 71 -1/2" wide by 48 -1/2" high (1/4" annealed glass) 2.2.3.3 71 -3/8" wide by 34 -3/8" high (3/16" annealed glass) 2.2.3.4 93 -3/8" wide by 45 -3/8" high (1/4" annealed glass) 2.2.3.5 51 -7/8" wide by 60 -3/8" high (3/16" annealed glass) , 2.3 Panel Construction: N /A. Manu Perez, P.E. Product • trol Examiner Produ ontrol Division Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 2a - APPROVED : NOV 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4 Frame Corner Construction: 2.4.1 Head, Jambs and Sill: 2.4.1.1 Inside Glazed: Flange type, 1.328" exterior /0.328" interior face x 1.875 deep and .062" wall thickness aluminum tee shaped extrusion with a 0.5" x 0.5" x 0.5" channel secured with clear silicone sealant. 2.4.1.2 Outside Glazed: Flange type, 0.812" exterior /0.812" interior face x 1.875 deep and .062" wall thickness aluminum zee shaped extrusion with a 0.5" x 0.5" x 0.5" channel secured with clear silicone sealant. 2.4.2 Corner Construction: Butt joints, frame corners are mortise and tenon, secured with tabs and sealed with silicone. 2.5 Weatherstripping: None 2.6 Hardware: None 2.7 Weepholes: None 2.8 Muntins: None. Only surface applied, false muntins may be used. 2.9 Reinforcement: None 2.10 Additional Description: Flange type frame. 3. LIMITATIONS 3.1 This approval applies to single unit applications only of interior or exterior single glazed, aluminum fixed windows of various shapes, as shown in Dwg. No. W97 -11, Sheet 1 of4. 3.2 For Design Pressure Rating vs. Window Size, Glazing Option and Anchor Option, see "Design Load Capacity" tables shown in Dwg. No. W97 -11, Sheets 3 and 4 of 4. 4. INSTALLATION: 4.1 Screws and Method of Attachment 4.1.1 Attachment to Wood: SILL, HEADER and JAMBS : . #10 PPH SMS with a min. embedment of %" into wood, located 6" from corner and 12" o.c. OR 3/16" x 2 -1/4" Tapcons with a min. embedment of 1" into wood, located specified above. 4.1.2 Attachment to Masonry: SILL, HEADER and JAMBS : 3/16" x 2 -1/4" Tapcons with a min. embedment of 1 -1/4" into masonry, located 6" from corner and 12" o.c. 4.1.3 Attachment to Approved Mullion: SILL, HEADER and /or JAMBS : #10 PPH SMS into aluminum wall of a. .roved mullion, located 6" from corner and 12" o.c. Manue. Perez, P.E. Product of Examiner ProductControl Division Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 APPROVED : NOV 1 3 199 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS See Drawing No. W97 -11, Sheet 2 of 4 for Anchor details and Sheets 3 & 4 of 4 for "Design Load Capacity" tables of windows for each #10 SMS and 3/16" Tapcons anchoring options. Note: Please see note #11, Page 3 4.2 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.W97 -11, Sheets 1 through 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 This document revises Notice of Acceptance No. 95- 0630.06 dated September 7, 1995. 6.5 Note: The installation. of this unit will require a hurricane protective system. - 2b - Manuel ' erez, P.E. Product Con Produc •ntrol Division Examiner 1 •1 L L'JV L J. TEST TEST LOADS• DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.04 CFM /FT FTL -1162 AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT2) UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds (3/16 tempered) +69.3 PSF FTL -1162 +69.3 PSF FTL -1162 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds (3/16" tempered) -69.3 PSF FTL -1162 -69.3 PSF FTL -1162 WATER RESISTANCE (PSF) SFBC PA 202 -94 +16.5 PSF FTL -1162 +110.0 PSF FTL - l 162 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds (3/16" tempered) +91.0 PSF • FTL -I 162 +60.7 PSF FTL -I 162 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds (3/16" tempered) -91.0 PSF FTL -1 162 - 60.7PSF FTL -1162 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 Not Required Design Pressure Rating (Positive) Design Pressure Rating (Positive) +45.0 PSF +60.7 PSF Design Pressure Rating (Negative) -45.0 PSF -60.7 PSF 7.L 1 LJE.7 L V. - -- - TEST TEST LOADS DESIGN LOADS GLAZING: 1/4"Anncaled Glass AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT2) 0.00 CFM /FT HETI -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +45.0 PSF HETI -96 -1061 +45.0 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -45.0 PSF HETI -96 -1061 -45.0 PSF HETI -96 -1061 WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF HETI -96 -1061 +133.3 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +68.0 PSF HETI -96 -1061 +45..3 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -85.0 PSF HETI -96 -1061 -56.6 PSF HETI -96 -1061 Design Pressure Rating (Positive) +45.0 PSF Design Pressure Rating (Negative) -45.0 PSF t i 1 Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 APPROVED NOV 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED • ESULTS: • TS: -2c- Manuel erez, P.E. Product Product ` Control Division of Examiner / .Z 1 A:/... L ..F • TEST TEST LOADS DESIGN LOADS GLAZING: 1/4 "Annealed Glass AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM /FT2) 0.00 CFM /FT HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +35.0 PSF HETI -97 -1096 +35.0 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -35.0 PSF HETI -97 -1096 -35.0 PSF HETI -97 -1096 WATER RESISTANCE (PSF) SFBC PA 202 -94 +25.0 PSF HETI -97 -1096 +166.6 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +52.0 PSF HETI -97 -1096 +34.7 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -52.0 PSF HETI -97 -1096 -34.7 PSF HETI -97 -1096 Design Pressure Rating (Positive) . +35.0 PSF Design Pressure Rating (Negative) - -35.0 PSF r1 .✓ •y ~. TEST TEST LOADS. DESIGN LOADS GLAZING: 3/16 "Annealed Glass AIR INFILTRATION Ca 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.00 CFM/FT HETI -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +40.0 PSF HETI -96 -1061 +40.0 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -40.0 PSF HETI -96 -1061 -40.0 PSF HETI -96 -1061 WATER RESISTANCE (PSF) SFBC PA 202 -94 +20.0 PSF HETI -96 -1061 +133.3 PSF HETI -96 -1061 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds • +60.0 PSF HETI -96 -1061 +40.0 PSF HETI -96 -1061 UNIFORM STATIC FULL TEST. LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -60.0 PSF HETI -96 -1061 -40.0 PSF HETI -96 -1061 Design Pressure Rating (Positive) . +40.0 PSF Design Pressure Rating (Negative) -40.0 PSF Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED continued • • RESULTS: RESULTS: -2d- APPROVED : NOV 1 3 1997 Manuel ' erez, P.E. Product C 1 Examiner Product ontrol Division '.J ayy v. TEST TEST LOADS DESIGN LOADS GLAZING: 3/16 "Annealed Glass AIR INFILTRATION ® 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT2) 0.00 CFM /FT HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 POSITIVE 30 Seconds +48.2 PSF HETI -97 -1096 +48.2 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE DESIGN LOADS SFBC PA 202 -94 NEGATIVE 30 Seconds -48.2 PSF HETI -97 -1096 -48.2 PSF HETI -97 -1096 WATER RESISTANCE (PSF) SFBC PA 202 -94 +25.0 PSF HETI -9 -1096 +166.6 PSF HETI -97 -1096 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds. +72.0 PSF HETI -97 -1096 +48.0 PSF HETI -97 -1096 UNIFORM STATICTRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds -72.0 PSF 1- 1ETI -97 -1096 -48.0 PSF HETI -97 -1096 Design Pressure Rating (Positive) +48.0 PSF Design Pressure Rating (Negative) -48.0 PSF Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 APPROVED : Nov 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED continucd RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum single lite rectangular picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1162, dated June 1, 1995, signed and sealed by Yamil Kuri, P.E. 8.1.2 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum single lite rectangular picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. HETI -96 -1061, dated Oct. 09, 1996, signed and sealed by Hector M. Medina, P.E. -2e- a /xi"e Manu Pe ez, P.E. Product rol Examiner Produc Control Division Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 APPROVED AN 1 3 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.1.3 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 • along with installation diagram of an aluminum single lite elliptical top arch picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. HETI -97 -1096, dated May 06, 1997, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of an aluminum single lite standing arch picture window prepared by Fenestration Testing Laboratory, Inc., Test Report No. HETI -97 -1097, dated May 06, 1997, signed and sealed by Hector M. Medina, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. Gopi Glass Sales & Service Corp. - Single Lite Picture Window. 8.2.2 Drawing No. W97 -11, Gopi Glass Corporation, "Gopi Picture Windows" Sheets 1 thru 4 of 4, prepared by Al- Farooq Corporation, dated 06/24/97, revised on 10/31/97, signed and sealed by Humayoun Farooq, P.E. 8.3 Calculations: 8.3.1 Comparative analysis, prepared by Al Farooq Corp. dated June 27, 1995, signed and sealed by Humayoun Farooq, P.E. 8.3.2 Comparative analysis and anchor calculations prepared by Al -Farooq Corporation, dated 07/08/97, signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See "Design Load Capacity" charts on Drawing No. W97 -11, Sheets 3 for #10 SMS and 4 for 3/16" Tapcons of 4, bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevations of the different configurations, cross sections and for anchoring details, see Drawing No. W97 -11, Sheets 1 and 2 of 4, bearing the Dade County Product Control approval stamp. -2f- r Manuel ' erez, P.E. Product Produc •ntrol Division 1 Examiner Gopi Glass Sales & Service Corp. ACCEPTANCE No.: 97- 0721.05 Florida Building Code. APPROVED : Iffy 1 1997 EXPIRES : September 07, 1999 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1.Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2.Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4.Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5.Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product;for sales, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7.A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance,contains pages 1, 2, 2(a) through 2(0 and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 the South Manuel erez, P. E., Product Co Produ Control Division END OF THIS ACCEPTANCE - 3 - Examiner • • ..1 j - s. PRODUCT CONTROL NOTICE OF ACCEPTANCE New Age Windows & Doors Corp. • • 6960 N.W. 74 Street Miami • • FL 33166 Your application for Product Approval o.f: Aluminum Swing. Out Door : - • under hapter 8 of t e e opolitan Dade County •Code ggverning the use of Alternate Materials and . • • Types of Construction, and completely described in the plans; specifications and calculations as subrnin :•1 by: Applicant, for listing see Section 8 of this Notice. ofAcceptace. has been 'recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. •.'This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to"perform.in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such.product or material immediately. 11. applicant shall re- evaluate this product or material should any ammendments to the South Florida Code be enacted affecting this product or material. The Building Code Compliance Office reserves the . the right to revoke this approval, if it determined bithe1Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ' • Acceptance No.:95- 0330.9 • Expires:04 /11/99 Approved:04 /11/96 METROPOLITAN DADE COUNTY; FLORIC METRO -DADE FLAGLER BUILDIN 3 THIS IS THE COVERSHEET,•SEE'ADDITIONAUPAGES FOR SPECIFIC AND GENERA 1, • CONDITIONS ` : .. • BUILDING CODE :COMMITTEE This application for Product Approval has been reviewed by theMetropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County,Florida4inder the conditions set forth above. • anger, BUILDING CODE COMPLIANCE OFFiC E SUITE 16c. 3 METRO DADE FLAGLER BUILDIN5 140 WEST FLAGLER STREE MIAMI, FLORIDA 33130 -15c3 (305) 375 -29c I FAX (305) 375 - 29■ 3 INTERNET: mdcc010shadow.:, PRODUCT CONTROL SECTICN (305) 375 -29( 2 FAX (305) 372 -63: 9 Raul Rodfiguez • Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County • • . ' r `�l°a'�W A•pVindows and Doors • • ACCEPTANCE No.: 95-0330.09 APPROVED • • : APR 1 1 1996 EXPIRES : APR 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum swing door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation; "Double French Colonial" Outswing Aluminum Entrance Doors. 1.3 Overall Size: 5' - 11" wide by 8'- 1/8" high x 4" deep. 1.4 Configuration; XX • 1.5 No. & Size of Panels: Two; one active and one inactive, 34-%:" wide by 94" high, each. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door Panel Material; Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 ,Glazing: 2.2.1 Glazing Material: Single lite, 9/16" laminated glass using two lights of 3/16" annealed glass. 2.2.2 Glaring Method: Interior glazed using a white colored adhesive bedding compound and an extruded aluminum glazing bead, secured with No. 10 by' /." sheet metal screws, two per horizontal side and five per vertical side. 2.2.3 Daylight Opening Size: 25.25" x 84.75" high, each panel. 2.3 Frame Construction; • 2.3.1 Header: A 1" face x 4.0" deep x 0.060" wall thickness extruded aluminum with one 1/2" x 0.135" built -in door stop. . 2.3.2 Threshold: Panic threshold is 4" wide x 1.50 "I0.7? - high x 0.062" wall thickness aluminum extrusion used at the sill. 2.3.3 Jamb: A `1.50" face x 4.0" deep x .062" wall thickness extruded aluminum with one 1/2" x 0.14" built -in door stop. 2.3.4 Corner Construction: Comers are butt joined, frame corners secured with two #10 x 1" sheet metal screws. 2.4 Panel Construction: 2.4.1 Stiles/Rails; Consists of a 4.625" x 1:87" x 0.093" wall thickness extruded aluminum, hollow with a.0.655" x 0.50" x 0.093" wall thickness extruded aluminum glass stop. 2.4.2 Corner Construction: Panel corners butted and-attached using corner key and one 3/8" threaded rod in top and bottom rails, full length, secured with one 3/8" nut at each end. Man dc1 Perez, P.E.Plan aminer 11 Product Control Division `g.t:`v A Windows and Door 2.5 Weatherstripping: .(Quantity 2.5.1 Single Row 2.6 Hardware: Quantity 2.6.1 One 2.6.2 One 2.6.3 One 2.6.4 Two • 2.6.5 Three 2 :6.6 Two Y ' 2.7 Wcepholes: None 3. LIMITATIONS NOTICE OF ACCEPTANCE: Description Vinyl bulb Description J Standard throw deadbolt lock, keyoperated on exterior and thurnbtum on operated on interior. Kwikset;. grade 3. Latch lock w /lever handle Kwikset, grade 3. Dummy lever handle • Manually operated, concealed throw bolt, Kwikset 6 -3/8" long butt hinge Surface mounted door stop/ weatherstrip adapter secured with six 6 x %z" S.M.S. 2.8 Muntins: None : 2.9 Reinforcemetit; None 2.10 Sealants & Pads: White and clear colored sealant at frame comers, perimeter of each leverhandle and =throw bolt plates, and perimeter of concealed throw bolt operators. One %' "x ©2" x 4" long open cell foam pad in frame sill at midspan. 3:1 This approval applies to single unit applications of pair of doors and single door only, as shown. in Section 10. Single door units shall include all components described in the active leaf of this approval. 3.2 Units with dimensions equal to or smaller than those shown in Section 1.3 shall qualify under this approval. 3.3 For Design Pressure Rang see Section 7.. 3.4 This.door system does not comply with the means of egress requirements. • . 2a SPECIFIC CONDITIONS • APPROVED : APR 1 1 1996 APR 1 1 1999 ACCEPTANCE No.: 95- 0330.09 • EXPIRES Location At applied weatherstrip adapter on each panel lock stile, frame head, each frame jamb and sill threshold. At active panel lock stile, 40" from bottom. At inactive panel lock stile, 40" from bottom. At top and bottom of each panel lock stile. . At each panel jamb stile, I1 from each end and one at midspan. At each panel lock stile. Location At active panel lock stile, 45 -W' from bottom. Manuel Pe ez, P.E.Plans E Product Control Division finer 11 .New Aee Windows and Doors ACCEPTANCE No.: 95- 0330..09 NOTICE O gCCF;PTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 Screws and Method ofAttuhment SILL : #10 x 3 " located 5:%:" from corners and 19" o.c. minimum. HEAD : #10 x 3" FH SMS :located 5 -%:" from corners and 19" o.c., maximum. JAMBS : #10 x 3" FH SMS located 5 -Y2" from corners and 12" o.c., maximum. Note: Please see note ft1. 1 . ..Rage•3 4.2 Attachments of sub- buelcs shall be designed by the 4rchitect or Engineer of Records and must be in compliance with the South Flpri Building Code. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly. protected. 5. IDENTIFICATION • 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6:1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit - 1 iU require a hurricane protective system. -2b- APPROVED : APR 1 1 1996 EXPIRES : APR 1 1 1999 ner I I Manuel bet z, P.E.Plans Exa Product .Control Division TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT . 0.23 CFM/FT FTL -1013 ---- UNIFORM STATIC PRESSURE DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Seconds +39.8 PSF FTL -1013 +39.8 PSF FTL -1013 UNIFORM STATIC PRESSURE DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Seconds' -52.7 PSF FTL -1013 . -52.7 PSF FTL -1013 WATER RESISTANCE (PSF) SFBC PA 202 -94 +6.51 PSF FTL -1013 +43.4 PSF FTL -1013 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 .POSITIVE 30 Seconds +65.1 PSF . FTL -1013 +43.4 PSF FTL -1013 UNIFORM STATIC PRESSURE FULL TEST LOAD SFBC PA 202 -94 NEGATIVE % 30 Seconds - 86.1PSF FTL -1013 -57.4 PSF - FTL -1013 - FORCED - ENTRY RESISTANCE (FER) SFBC 3603.2(b)(5) & SFBC PA 202 -94 SATISFACTORY FTL -1013. - . Design Pressure Rating (Positive) +39.8 PSF . Design Pressure Rating (Negative) _ . -52.7 PSF uw Age vVindows and Doors 7. TESTS PERFORMED: NOTICE OF ACCEPTANCE: SPF,CIFIC CONDITIONS RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test repor on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Forced Entry Test, per SFBC 3603.2(b) and PA 202 -94. along with installation diagram of an aluminum out - swinging storefront door prepared by' Fenestration Testing Laboratory, Inc. No. FTL -1013, dated October 31, 1995, signed.and.sealed by Yamil G. Kwi,„.P.E. 8.2 • Drawings: 8.2.1 Manufacturer's : die drawings and sections. • -2c- ACCEPTANCE No.: 95 0330.09 APPROVED : APR 1 1 1996 EXPIRES : APR 1 1 1999 iLtiza Manu I Perez, P.E.Plans Product Control Division isT Windows and Door t.. 1. . . • EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDI LIS 9. COMPARATIVE ANAALNSIS: N/A 10. IYPICAL ELgYA.V9 - 2d - ACCEPTANCE 1" : 95 APPROVED APR 1 1 1996 APR 1 1 1999 ••• . Mani; ' ..E.P12.ns E . Pr 'on, Division • N _ ii;r Windows and Doors Vertical Cross Section ` ACCEPTANCE No.. 95 0330.09 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • APPROVED • • EXPIRES APR 11 1996 . 'APR 1 1 19.9•9 Horizontal Cross Section Product Control Division / / Manu. P z, P.E.Plans E Qs finer f f f .,,- , q. ° D j NO O ' : ' AD LeLASS .. _ : :.- � _ PAS L: =.0 . ®AD -PS 1:1E19 ,:J. . WIDTH.. l EXT. , . ' - , INT. . <• . . '/1':6` • 94.9 6/8 2/4 61.4 - 81.3 2/8 53.7 71.1 3/0 47. 63.2 2/0' .68.2 • .90.3 7/0 2/4 58`5 • 77.4 2/8 . 51:2 67.8 3/0 45:5 •60.2 597 = •-79.1 -5 67:8 00.0 �� >� '. ' : •,44•,8. 59.3 3918 :. 52.7 M AGEWINDOW.S: & >DO.ORS CORP. 8 -5 -96 A UM'IN .4 $4IWN,O.- O:UT `•DOOR • . °"~ CQM•PARQ► (Iis AR1'►IIVSIS CHART $ASED•ONI 0I'i,;-r 1013 OF 12 -20 - ?5 , ' . :' TES §,ITEM= 2'•x 96"' -.2:1 EAF :(NOMINAL DIMS) Y ' `1' ' .44.1 ` = +65?1.. -86.1• RSF 'f ' 3 = :' SIG + 39.8 —52.7 PSF =L . TION` EEST = 65.1 PSF • • LOCK • 801T .-2 Y. AL FAR.OQQ CORPORATION' 17,4r: P 305 .264.8100 • NOTE WHERE WATER INFILTRATION TEST I$ REQUIRED LIMIT • F.?CTERIOR LOAD TO +43.4 PSF ANCHORS TO BE CHECKED SEPARATELY DOOR AND PANEL DIMENSIONS ARE NOMINAL AUG 0 6 . 1996 L■Xo. BOIU . w o / oi01rl•and hoar: • • .• APPROVED NONICFJ?F A('CFPTANCF: STANDAR COND(T14NS ACCEPTANCE No.: 9c--0310 09 EXPIRES APR 1-1 ..1996 APR 1 1 1999 1. Renewal of this Acceptance (approval) shall be considered after 'renewal application has been filed and the original submitted documents, including.test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, ciry, state, and the followi: statement: "Dade County Product Control Approvar..ar as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance :will not be considered if • .a)There has been a change in the South.Florida Building Code affecting the .: aluation of this product and the product is not incompliance with the code changes; b)The product-is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation Oche product; d) The engineer who originally prepared, signed and sealed the required documentation initially submincd, is no longer pcae4oing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture ofthe product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; . b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be: provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The topics need not be resealed by the engineer. ' "'T • • 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal afAcceptance. 9. ' This Acceptance contaigs,pages 1, 2, 2(a) through 2(e) and this last page 3. Items 1n. 11 & 12 listed below o (y apply to g Trees produetc and diva I0. Unless specifically indicated in the Acceptance (approval); this unit is approved as a single unit installation. Far multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 I. The spacing of fasteners at window sills shall be as tested. The.spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The•fust fastener shall be located at a maximum of 6" from each comer and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plaiiic'shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. . • 12. Hardware for all windows and doors shall conform to Security and Forced.Entry Prevention, Chapte , . f the South Florida Building Code. END OFTHIS ACCEPTANCE - 3 - Man t 0 rcz, P.E., Plans incr 11 Product Control Division •1