Loading...
443 NE 94 St (10)BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DW]ISIION N'1 TICE F ACCEPTANCE (N IFGT Industries 1070 Techuolo Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami - Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/ur the AHJ (iii areas other thau 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Ahnminnnzmu Casement Window - l n nacf APPROVAL E • CUMIENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, 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 Division. MISSILE IMPACT RATIING: Large a a S I aged LA ELM: 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of 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 revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Jerez, P.E. A) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST ]FLAGLER STREET, SUIITE 1693 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA Riau 33.0s1111.e)2 lErrplration Date: May 22, 2008 Approval Date: October 9, 2033 Page 11 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5118° LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LIFE OF 1/t1° HEAT STRENGTHENED GLASS W! AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVI3. B. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS W! AN .080 DINER LAYER OF SOLUTIA OR DUPONT PVB. U E LI C. 7/16° LAMINATE) GLASS COMPRISED OF (1) LITE OF 3116° ANNEALED GLASS AND (1) LITE OF 3116° (HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLO RA OR DUPONT PVB. D. 7/18' LAMINATED GLASS COMPRISED OF (2) LITES OF 3113" uP� HEAT STRENGTHENED GLASS WI AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16° O.G. GLASS COMPRISED OF (1) LITE OF 116° HEAT STRENGTHENED GLASS AND (1) 5/16° LAMINATED COMPONENT WITH A 3/8' AIR SPACE. 5/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS T :: LOS: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 - (AND &WM E 130054 OUTSIDE MIAMI -DADE COUNTY). S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTWI E 1300 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR °X° CONFIGURATIONS SEE SHEET 4. E. FOREMIECONFIGORKITOINSESEESHEET 4. F. FOR °XOX° & °O° CONFIGURATIONS SEE SHEETS. G. FOR 144 °XOX° a °XO° OR °OX° CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE 'XOX, °XO° & °OX° CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLW WS: HEAD & SILL: MAX. 4° FROM CORNERS MAX. 4° & 7° ON EACH SIDE OF MEETING RAILS MAX. 14 112° SPACING ON VENTS MAX. 13° SPACING ON FRIED UTES (2) ANCHORS 3° APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4° FROM CORNERS MAX. 13° SPACONG (2) ANCHORS 3° APART AT MID -SPAN NOTE: 1/4° TAPCONS OR #14 SCREWS MAY BE USED AT 1118 ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/18° TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 3. NARROW JOINT SEALANT I3 USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: F11-3580, FM-3582, F11-3537 AND FTL -3729 ndrr. ego kftscso. F. storm A REM ANCIGTRAFE TIM 4 F .W 3 B ROO one t1E.© cove G.L O04TA@S TOSE@E72 rtOC TPBJ ?NEWT VI TO TECHKOIOOVORM Ph130013 F1 9ct'd79 P 0. BOX t$88 NO ua 3s. AL taro 1 tt 0 s CONFIGURATIO OPTIONS i K 0 'X I ° J tt 1 UNEQUAL MISS seibb Omar e==, NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT r. ra+ kn CA-7110 NYS 1 e 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES............................ _.. 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE...,. 12 PRODUCT ammo ■+QIa tbs 67 a attilig Cada t,?- 74 c �c )3 luszx A TUmtr, PE. PE1 118 ANNEALED GLASS 5116 LAMINATED GLAZING DETAIL RIDER w extAzaz cz 4NS a. .090 SOLUTIA OR DUPONT PV® INNER LAYER I� 9 /8° HEAT STRENGTHENED GLASS 3/16° ANNEALED OR PLEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 7116° LA'.' INATED GLAZING DETAL SOLUT}A OR DUPONT PVE INNER LAVER 3198° HEAT h- STRENGTHENED GLASS 318° AIR SPACE 118° HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE 13/16 I.G. GLAZING DETAIL GLAZING DETAILS ALUMINUM CASEMENT WINDOW. IMPACT -- 5/13° LAMINATED COMPONENT ¶)I6' KEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVE INNER LAYER 1/6' HEAT STRENGTHENED GLASS .65 NOM. GLASS BITE MID -SPAR! ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID SPAN ANCHOR DETAIL TVP. (2) 13° MAX. O.C. 4° MAX. 14° MAX. -J A Raga SEE MID-SPAN ANCHOR NAIL TYP. (2) 0' 30° MM. DAYUGHT OPENING L 37 MAX `�— VENT TYP. 8 Ci iliCaSHEET? . 3 tbaWscr ROOKY= IGCAT!?I 1 MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 13° MAX O.C. 80" f AX. FIXED 134° MAX WIDTH 53° MAX DAYLIGHT OPENING TOM TECARCUTGTVIRM R. R 5359 P.O. J! t6T9 R FL 93214 DEROM HINGE LOCATION AT HEAD 8 SILL OF °X" PANELS, TYFICAL. SEE HINGE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL TYP. (2) 4° MAX 30° MAX DAYLIGHT OPENING ELEVATION W - 83° HIGH °XOX° (SEE SHEETS 641 FOR PRESSURES) - -- 4 MAX + LL 14 ; MAX O.C. TYP. Yea 74 MAX WIDTH 30° MAX. DAYLIGHT OPENING ELEVATION °B" - E3° HIGH °XX (SEE SHEET 5 FOR PRESSURES) A, NOTE: °X° PANEL MAY SWING IN EITHER DIRECTION 58° MAX. DAYL1 GAIT OPEN G 83° MAX HEIGHT 941/2° MAX. O.C. VENT HEAD 8 SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 'XX° 8 701e EL VA17OP+.S ALUMINUM CASEMENT WINDOW, IMPACT 1 NTS 13 d 12 fr r 70.454 C Sr MAX. DAYUGHT OPENING Sap MAX. HEIGHT MOULT MOM rd cuatglytag tmrc AcaVyttcla 74CM7 lum A rump. P8. PE X45201 SEE MID -SPAN ANCHOR DETAIL S HT. 3 TYP. (2) 4° 13" MAX. O.C. 4 MAX I MAX. C. ° I° � AX. X. O . ELEVATION °C° - 72 HIGH °X° (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY 32° MAX. WIDTH 25° MAX. DAYLIGHT OP ? °:iNG HINGE LOCATED APPROX. 13° FLUSH AGAINST JAM, MAX TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 4° MAX. t�,�7L4 �a y� t3eAem F.a 0 U= ur Deb Wilt= IF a mains c F - 18/17/2 F .I . 1410' MAX. O.C. VE IT 4" MAX. HEAD & SILL ONLY ANCHDAAGE 85° MAX. DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) catAtzte SHEET ltA sz Fsec -c r+9 Ate_ .._• DDTAFd0 wane aoolnctiumomm: A DENOTES HINGE LOCATION AT HEAD & SILL OF "X° PANELS, TYPICAL. SEE H GE DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAL SHT. 3 TYP. (2) 72° MAX. 13° HEIGHT MAX O.C. ELEVATION "D° - 63° HIGH 'X° (SEE SHEET 5 FOR PRESSURES) 4" MAX. 37' MAX. 37° MAX. WIDTH 30 MAX. DAYUGHT °' OPENING S7' MAX. WIDTH 3a' MAX. 53 MAX. - DAYLIGHT - - DAYUGHT OPENING OPENING 1-- 13° NM. O.C. VE 60 MAX. FIXED afro rEoxaaor t 022Qk/3, R. 54272 141/2" MAX. O.C. 56° MAX. DAYLIGHT OPENING ao.MQu — Ataxeas, c xun visibly Bessia S3° MAX. HEIGHT 1 ay' MAX. WIDTH 53° MAX DAYLIGHT ` OPENING SEE MID-SPAN DETAIL 3 ? / III OPENING TYP. (4) 13 MAX O.C. 4° MAX.1 -�- 9 3° RAN{. O.C. ELEVATION °E° -63° HIGH ° O ° (SEE SHEET 0 FOR PRESSURES) ® NOTE' R3AY SWING IN EM=IIIER DIRECTION E8° MAX. DAYLIGHT OPENING I SEE MID-SPAN ANCHOR DETAIL BHT. 3 TYP. (2) 63° MAX. HEIGHT SEIE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "f - 63" HIGH °XOP & "OX° UNEQUAL UTIE (SEE SHEETS 7-8 FOR PRESSURES) °xo° 8 °ox° ELEVA1701kIS ALUMINUM CASEMENT WINDOW, IMPACT C .7ab NTE r4 70458 C P210119JCIT EEVESED as easzpyiag tab disc oistt2a fermi Ascsinssso adva Lucca a TLmIm. P£ PE 03201 63° MAX. HEIGNT r1% • - - • - 1: ` °i •i; 1- 000 48. POS' NEC POS NEC POS NEC POS NEC POS NEC 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 " WIDTH 19.125 B, 24.000 A 8,E 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B,E A B,E A B,E A B,E A B,E _ 26.000 NEC POS -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 -90.0 -90.0 70.0 -90.0 70.0 . -90.0 70.0 -90.0 70.0 : -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0, 70.0.9® 70.0 ;' -87.4 70.0 -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 63.9 70.0 58.9 70.0 70.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 36.000 38.375 43. NEG POS NEC POS NEG POS NEC -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 7C.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 -90.0 70.0' -90.0 70.0 -90.0 70.0 ° -90.0 70.0 -90.0 70.0 -90.0 '70.0 - 75.070.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 70.0_ -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0. 70.0 -90.0 70.0 -90.0 70.0; -77.6 70.0 -90.0 70.0 -71.1 70.0 -90.0 70.0 -65.5 70.0 -75.0 70.0 -60.4 70.0 -75.0 67.9 -59.0 70.0 -75.0 16" 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -69.9 70.0 -90.0 70.0 -83.6 70.0 • -90.0 68.4, -63.9 70.0 -90.0 61.8 -58.9 70.0 -68.4 70.0 -90.0 70.0 -61.8 70.0 -90.0 65.5 -57.5 70.0 -75.0 60.4 -54.3 70.0 -75.0 "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587 FTL -3729 1 /8 "HS,.090,1 /8 "HS) E. i3 /161..AMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "i- S,.090,1/ 'HS) HEIGHT 000 50.625 54.000 57.000 60. 66.000 i 69.0001 72.000 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -90.0 70.0 -90.0 57.5 -54.9 70.0 -75.0 54.3 -51.1 70.0 -75.0 52.8 -49.9 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 54.9 70.0 51.1 70.0 49.9 70.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 58.5 -56.2 70.0 -90.0 53.8 -50.4 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 70,0 -90.0 70.0 -90.0 70.0 [ -90.0 '70.01 -72.4 70.0 -90.0 60.0 -58.5 70.0 •90.0 56.1 -53.8 70.0 -90.0 51.8 -48.6 70.0 -75.0 47.9 -4.4.8 70.0 -75.0 46.4 -43.5 70.0 -75.0 70.0 -90.0 70.0 -89.6 70.0 -90.0 70.0 -90.0 48.6 -45.2 70.0 -75.0 44.8 70.0 -75.0 43.5 -41.1 70.0 -75.0 000 POS 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 NEG POS -90.0 70.0 -90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 42.4 -75.0 70.0 -39.7 39.7 70.0 38.6 70.0 -75.0 -38.6 70.0 -75.0 59.0 -52.8 -75.0 NEG POSINEG POS NEG POS -90.0 70.0 ' -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 -90.0 70.0 -90.0 53.4 70.0 47.7 - 51.351.3 -49.8 -90.0 70.0 -90.0 -45.6 45.6 -43.9 70.0 -84.2 70.0 : -83.2 70.0 -90.0 70.0_ -90.0 67.8 - 66.266.2 -65.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -90.0 70.0 : -81.7 70.0 ; -90.0 65.0 -63.7 70.0 -90.0 49.8 -48.3 70.0 : -90.0 43.9 -42.2 70.0 I -84.4 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3/16"HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000` H1G AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 - 90.0170.0 COMPARATIVE ANALYSIS TABLE 3. BASED ON 1/4" TAPCONS OR #14 SCREWS p �TT TEST REPORTS: FTL -3582 53.125 57.000 60.000 64.000 68.000 72.000 74.000 A 26.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43.000 -75.0 -75.0 -75.0 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 48.000 -75.0 -68.4 -61.8 -54.3 -52.8 70.0 70.0 68.4 61.8 52.8 50.625 IKE -69.6 -63.9 -58.9 -54.9 -49.9 70.0 69.6 63.9 58.9 0E1 EMI Ell EMI Eala 54.9 49.9 54.000 -75.0 -65.2 -60.0 -56.1 -51.8 -47.9 -46.4 70.0 65.2 60.0 56.1 EEO 47.9 46.4 57.000 -63.0 -58.5 -53.8 -48.8 -44.8 70.0 63.0 53.8 48.6 44.8 43.5 60.000 -69.5 -60.8 -56.2 -50.4 69.5 60.8 56.2 50.4 63.000 -67.5 -58.0 -47.7 -39.7 -38.6 67.5 58.0 OEM MEI MI MEE c Mil E 39.7 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL-3582, FTL-3729 GLAZING OPTION: B. 5/16" LAMI (1/B "HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8 "HS ALL ''XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH -75.0 70.0 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "VC WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL" (X" SIZES UP TO 74.000" WIDE x 63.000" HIGH -90.0 70.0 x x x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR °XX° WINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED m complying with am Pbakb Raiding Code Acceptance No E.. rodun Date LL � 7'164 Wass/ Or FX. +zd ur F.K. flamed * F.K. ta°w,er F.K. c. 3/17/03 3/25/03 rr� 7/10/03 12/17/02 1 B Rxmro thrl°da1; REVISE TABLES 1 AND A GLASS TYPE A ADD GLASS TYPE E TO TABLES 1 8 4 NO CHANGE THIS SHEET OYr 1070 TECHNOLOGY OR/YE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 Viribly Herter PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT soramv 'Sear 04-740 NTS 5 d 12 I � 7045 -8 Lucas & Tunan, A.E. PE 158201 Akrt}unk;ai COMPARATIVE ANALYSIS TABLE 6. BA SED ON 1/4" TAPCONS OR #14 SCREWS • - ■ - ` ' '' ` •'• TEST REPORTS: g' W17 el_ I i•F : " H E. 13/16" LAMI 1/8 "HS.3/8" SPACE 5/16" LAMI -W/ 1/8 "HS .090 1/8 "HS FTL -3582 FTL-3582 FTL -3729 "0" WIDTH "XOX" WIDTH 63.000 26.000 ! 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 ( 14EG POS' NEG POS NEG POS NEG POS NEG POS NEG POS NEG -._ POS NEG POS NEG POS NEG POS NEG POS 36.000 ` 72.000 A ; -75.0 70 0 . -75.0 70.0 75.0 70.0 -70.4 70.0 -60.4 4 60.4 ' - 54.3 54.3 - ._ -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 E I C -75.0 -90.0 70.0 : -75.0 70.0 ? -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ' -90.0 70.0 - 90.0 70.0 -90.0 70.0 37.000 39.500 74.000 79.000 A [ M C II A i ce; i -75.0 70.0' -75.0 70.0 . -73.7 70.0 -67.9 67.9 - 59.0 59.0 -52.8 528 -49.9 49.9 : -46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.6 38.6 -75.0 70.0 -75.0 70.0 : -75.0 70.0 -75.0 70.0 i -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 i -75.0 -75.0 70.0 70 0 -90.0 -75.0 70.0 70.0 -90.0 -67.8 70.0 67.8 -90.0 -62.1 70.0 62.1 -90.0 ° -55.7 70.0 55.7 -90.0 -49.8 70.0 498 . -90.0 " 46.9 70.0 46.9 .90_0 43.6 70.0 -90.0 70.0 -90.0 70.0 a -90.0 70.0 43.6 41.1 41.1 -38.6 38.6 -36.5 36.5 70.0 -75.0 70.0 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0' -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -83.2 70.0 42.000 , 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 - 63.3 63.3 - 56.4 56.4 -53.4 53.4 -50.0 50.0 -48.9 46.9 -44.3 44.3 -41.9 41.9 I' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 . -84.5 70.0 -79.7 70.0 -75.8 70.0 45.000 90.000 A -75.0 70.0 -70.3 70.0 - 58.0 58.0 - 54.5 54.6 - 59.3 59.3 . - 53.6 53.6 - 50.9 50.9 -47.5 47.5 ` - 44.7 44.7 -42.1 42.1 -39.7 39.7 ug -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -76.9 70.0 -72.4 70 -69.2 69.2 48.000 98.000 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -�.0 70.0 -75.0 70.0 -75.0 70.0 -� 0 0.0 -75.0 70.0 C . ! A -90.0 -75.0 70.0 70.0 -90.0 ! - 60.8 70.0 60.8 -90.0 -51.3 70.0 51.3 -90.0 -48.3 70.0 -90.0 70.0 , -86.0 70.0 , -80.9 70.0 , -75.0 70.0 -70.7 70.0 -67.367,3 - 64.1 64.1 i 50.500 i 48.3 -52.7 52.7 ` -48.7 48.7 , -46.9 46.9 - 43.5 43.5 -41.3 41.3 49.2 392 47.1 37.1 101.0 3 "j; C -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 -74.3 70.0 70.0 -90.0 70.0 -90.0 70.0 . -90.0 70.0 -90.0 70.0 -81.2 70 -75.7 70.0 . -70.3 70.0 -66.8 66.8 - 63.5 63.5 - 60.5 60.5 53.125 ;106.37 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 -45.4 45.4 - 50.0 50.0 -46.1 46.1 - 44.2 44.2 -42.2 42.2 -40.1 40.1 - 38.0 38 - 36.2 36.2 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 , -72.4 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -78.4 70.0 -71.1 70.0 - 68.5 66.5 -83.0 63.0 - 60.0 60 -57.3 57.3 54.000 A -75.0 70.0 - 58.2 58.2 -47.9 47.9 - 44.5 44.5 -49.1 49.1 -45.3 45.3 - 43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37 - 35.9 35.9 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -71.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 70.0 -75.0 70 -70.1 70.0 - 65.4 65.4 -61.8 61.8 - 59.1 591 - 56.4 58.4 55.500 A -75.0 70.0 -57.1 57.1 - 46.4 46.4 -43.3 43.3 -47.5 47.5 -43.9 43 -42.2 42.2 - 40.8 40.8 -39.1 39.1 -37.2 372 - 35.4 35.4 111.00' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C A -90.0 -75.0 70.0 70.0 -90.0 - 58.2 70.0 56.2 -90.0 -44.8 70.0 44.8 . -90.0 -42.1 70.0 42.1 • -84.3 - 46.2 70.0 48.2 -72.5 -42.5 70 0 42 5 ' -68.4 41.2 68.4 41.2 ' - 63.6 -39.8 63.6 39.8 -60.1 - 38.5 60.1 38.5 -57.5 - 36.7 57.5 38.7 ` - 54.8 - 34.8 54.8 34.8 57.000 114.0001' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 ; -75.0 700 . -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 ' - 69.6 69.6 C • -90.0 70.0 -90.0 70.0 ; -90.0 70.0 ' -90.0 70.0 -81.8 70.0 -70.7 700 -86.7 68.7 -61.8 81.8 - 58.7 58.7 -55.9 55.9 - 53.2 53.2 h d 58.500 1117.00' A ; -74.2 70.0 -55.0 55.0 -43.4 43.4 -40.9 40.9 - 44.8 44.8 -41.3 413 -40.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 36.1 -34.2 34.2 Ij -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 700 ' -75.0 70.0 -75.0 70.0 ! -75.0 70.0 -72.2 70.0 -88.4 68.4 C ; -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 - 69.0 690 -64.9 64.9 . - 60.4 60.4 . -57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 -43.5 43.5 - 40.4 40.4 -39.2 39.2 -37.6 37.6 - 36.7 36.7 - 35.5 35.5 -33.7 33.7 120.000,) C -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 67.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 , -90.0 70.0 -77.1 70.0 -67.3 87.3 - 63.3 63.3 -59.1 59.1 -55.9 55.9 - 53.0 53.0 - 50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH ' -90.01 70.0 1 4 X 1 2 0 4 X 0 NOTE: IF USING 3/16° TAPCONS OR t/12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR °XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PROnuCT REVISED at eompt)iae with t!= PGA Bcidiag rode Acupt`nte Ro L' iratioa Rote y 70% ,3 Raba 9r : F.K. Rand*: F.K. kowe ay F.K. Dray F.K. 3/17/73 3/25/03 7/10/13 12/17/02 A RoNtbu 8 Ita" C GueSA fbc REV6E TABLE 6, GLASS TYPESA 8 C ADOGLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET ate: 1070 TECHNOLOGY DRIVE NO 10MIS, A. 34275 P.0. BOX 1529 Na7C0:418, FL 34274 Visibly Better e PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONFIG. WINDOWS ter ALUMINUM CASEMENT WINDOW, IMPACT t 131=4 NTS 1 6 d 12 I °�°N° 7045 -8 I C Loom A. Turtw, P.E. PE 158201 AIod13rJco; COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR 014 SCREWS "XO OR "OX & "1/3- 1/3 -i /3 XOX ° WINb0WS TEST REPORT: FTL -3582 1� GLAZI •- • ': • 51. I/CY�zTiil�al77 "XO" WIDTH "XOX" _ WIDTH O 0' _ ,' ' 1 54.000 57.000 60.000 63.000 O P C NEG N S NEG POS E -75.0 P 70.0 EG -75.0 70.0 -75.0 70.0 -75.0 70.0 E -75.0 OS 70.0 ' G ' -75.0 POS 70.0 NEG -75.0 POS 70.0 NEG 1 -75.0 POS 70.0 , NEG -75.0 POS 70.0 37.000 , 55.500 �I -75.0 70.0 -75.0 70.0 48.000 4- 72.000 -75.0 70.0 I -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 I -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ! -75.0 70.0 ; -75.0 70.0 h75.0 70.0 -75.0 70.0 , -75.0 70.0 -75.0 70.0 53.125 1 79.688 84.000 A '" -75.0 -75.0 70.0 i 70.0 1-75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 1 70.0 -75.0 -75.0 70.0 1 70.0 -75.0 -75.0 70.0 70.0 1 -75.0 ' -71.9 70.0 70.0 I -75.0 -67.7 70.0 67.7 -72.1 - 64.9 70.0 64.9 -69.5 -62.7 69.5 r 62.7 -67.5 - 60.4 87.5 60.4 56.000 60.000 90.000 A -75.0 70.0 . 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 ; - 63.9 63.9 -60.0 60.0 - 58.5 58.5 - 56.2 562 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 : -71.1 70.0 ! -61.8 61.8 1 -58.9 58.9 I - 56.1 56.1 i -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 1 -75.0 70.0 ' -66.4 66.4 - 58.2 58.2 -55.6 55.8 `: -52.6 52.6 -49.4 49.4 -45.9 45.9 - 43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 , -61.8 61.8 -55.1 55.1 „ -51.9 51.9 ; -48.9 48.9 -45.8 45.8 1-42.8 42.8 - 40.3 40.3 72.000 108.000 A -75.0 70.0 1 -75.0 70.0 , -75.0 70.0 -70.4 70.0 ; -60.4 60.4 - 54.3 54.3 51.1 51.1 I -47.9 47.9 -44.8 44.8 -42.2 422 j -39.7 39.7 74.000 111.000 A t 70.0 I -75.0 70.0 -73.7 70.0 -67.9 67.9 ' 59.0 59.0 -52.8 52.8 -49.9 49.9 1-46.4 48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR 014 SCREW "X0" or "OX" & "1/3- 113 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8 "HS,.090,1/8 ",1S) E. 13116" LAMI (1/8"HS,318" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "X0' OR "OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH -75.01 70.0 TABLE 10. (BASED ON 1i4" TAPCONS OR 014 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/18" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3 -113 -113 XOX" SIZES UP TO 111.000" WIDE x 63 HIGH -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO° OR "OX° AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S. 1 3 X 3 0 3 X X 0 0 X PRODUCT REVISED as complying with ea lFF10^ Raiding Cade Aemplence Ilo E lion Mk Di ? /io /0 Date 3/17/03 r>,a 3/2003 117.44 er. F.K. Ism„ as F.K. 7/1003 ac'z 12/17/02 Rertionw A Ire B c Ued¢v er RENSE TABLE 8, CLASS TYPE A ADD GLASS TYPE E TO TABLE 9 N0 CHANGE THIS SHEET Ora: 1070 TE'.HNOLOGY DRIVE M01C7 11S, FL 34275 PD. 8OX 1529 NOKrM13, FL 34274 Visibly Better PRESSURES - XO, OX, & 1!3- 1/3 -1/3 XOX WINDOWS re. ALUMINUM CASEMENT WINDOW, IMPACT a"bfbsr C4 - 740 Cerr NTS srua 7 a, 12 7045-8 Lucas A. Turner. P.E. PE 158201 Mechanical COMPARATIVE ANALYSIS TABLE 11. BASED ON 1/4" TAPCONS OR 1114 SCREWS "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS .` -_' _•:- SNS: TEST REPORTS: FTL -3580 FTL -3582 FTL -3729 A. E. A ids C 16 W. 1 .;i '` : - ' Flt ._ .1.� i -T s i 6 • * � �• . 13/16" LAMI 1/8"1-IS 3/8 SPACE 5/16' LAMI -W/ 1 /8 "HS .0901/8 HS "X0r WIDTH VENT 1 WIDTH FIXED WIDTH _ 26.000 36.000 ' 38.375 43.000 48.000 50.625 ; 54.000 ' 57.000 1 60.000 63.000 X5.0 -75.0 90.0 75.0 POS 70.0 NEG -75.0 70.0 [j1=jj ' -75.0 70.0 I i -74.1 iL 70.0 H - 64.9 64.9 I:Ixc, -60.6 60.6 -58.1 J!l`.I 58.1 �l( �;I:Lxt -56.1 56.1 J1'. -534 53.3 arcil - 50.5 50.5 69.264 19.125 31.014 70.0 -75.0 70.0 ° -75.0 70.0 ` -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 _ -90.0 70.0 -90.0 -7 75.0 70.0 7 70.0. -90.0 -.5 70.0 -90.0 70.0 -90.0 70.0 ' -90.0 70.0 ' -90.0 70.0 -90.0 -39.2 70.0 39.2 . -90.0 -36.9 70.0 36.9 86.919 24.000 38.919 42.973 "MI 70.0 , -75.0 70 0 ; - 70.0 : -75.0 70.0 70.0 ' �.0 70.0 75.0 70.0 -75.0 70.0 : -73.8 70.0 C A 90.0 - -75.0 70.0 70.0 -90.0 -60.5 70.0 60.5 -90.0 70.0 _75.0 -90.0 70.0 -90.0 70.0. -90.0 70.0: 90.0 70.0 -90.0 70.0 -89.4 70.0 -85.2 70.0 95.973 26.500 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 - 46.2 46.2 -43.6 43.6 -41.1 41.1 B E , ' -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 ; -90.0 70.0 . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87,0 70.0 ' -81.9 70.0 ' -77.2 70.0 -73.1 70.0 108.649 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44.9 -42.0 42.0 -40.1 40.1 - 38.0 38.0 131 C A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 . -75.0 70.0 . -75.0 70.0 ! -75.0 70.0 -75.0 70.0 , -75.0 70.0 ' -90.0 " -75.0 70.0 70.0 -90.0 - 49.9 70.0 49.9 -90.0 - 46.8 70.0 46.8 -90.0 -51.3 70.0 51.3 -84.7 -47.4 70.0 47.4 -79.5 -45.5 70.0 45.5 -73.6 -42.7 70.0 42.7 -69.7 -40.7 69.7 40.7 -66.3 -38.6 63.3 36.6 -63.1 -36.6 63.1 36.6 115.892 32.000 51.892 1 I -75.0 70.0 `' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.3 - 64.8 64.8 -61.4 61.4 - 58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 - 44.7 44.7 ; -42.8 42.8 . -41.4 41.4 , -39.5 39.5 -37.5 37.5 -35.7 35.7 L! -75.0 70.0 ! -75.0 70.0 ; -75.0 70.0 -75.0 70.0 . -75.0 70.0 • -75.0 70.0 • -75.0 70.0 : -75.0 70.0 ' -74.9 70.0 : -71.4 70.0 C -90.0 70.0 . -90.0 70.0 -90.0 70.0 ` -85.8 70.0 ' -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -58.4 56.4 -55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 -48.8 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 35.5 LEI -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 - 68.8 68.8 -64.1 64.1 -60.5 60.5 - -57.9 57.9 -55.2 55.2 126.000 34.791 1 56.418 ;I A -75.0 70.0 -45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 - 36.9 36.9 - 35.0 35.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 tl 130.000 �' 35.896 i 58.209 ' A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 - 40.4 40.4 - 38.9 38.9 -37.7 37.7 - 36.2 36.2 - 34.3 34 3 C -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -68.6 68.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 58.3 I A -74.3 70.0 -43.5 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 - 40.3 40.3 - 38.8 38.8 -37.6 37.6 . - 36.1 36.1 - 34.3 34.3 Ell -75.0 70.0 ' -75.0 70.0 ' -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 70.0 - 68.5 68.5 C A -90.0 -72.9 70.0 . 70.0 -90.0 -42.2 70.0 . 42.2 -90.0 -39.7 70.0 39.7 - -79.6 70.0 -69.1 - 40.4 69.1 : 40.4 -65.1 -39.2 65.1 39.2 ' -60.5 -37.7 60.5 : 37.7 -57.4 - 36.7 57.4 36.7 - 54.6 -35.5 54.6 35.5 -51.7 -33.7 51.7 33.7 I 134.000 37.000 60.000 -43.5 43.5 ( -75.0 70.0 -75.0 70.0 ° -75.0 70.0 -75.0 70.0 ; -75.0 70.0 - -75.0 70.0 : -75.0 70 0 + -73.3 70.0 1 -71.0 70.0 ; -67.4 67.4 C -90.0 70.0 -90.0 70.01 -90.0 70.0 - 77.1 70.0 . -67.3 67.3 - 63.3 63.3 -59.1_ 59.1 '_ 55.9 55.9 -53.0 53.0 -50.0 50.0 "XO" & °OX° WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH NOTE: IF USING 3/16° TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX° AND °X0X° WINDOWS IS LIMITED TO 41.3 P.S.F. X 0 X UNEQUAL UTES X 0 UNEQUAL UTES O X UNEQUAL UTES PRODUCT REVISED Ds complying with lb F y Bolding Cods Aca p!aacc No nruUuo Date ay n1•. Ua +► ra F.K. DatsPradoca Rowed* Ddlr, 3117/03 Road 8r tbs. F.K. 325V3 MI>r. D� a F.K 7/10/03 Oran Br Dr. F.K. 12/17/12 C rhrce Cy. REVISE TABLE 11. GLASS TYPES A 8 C AOt GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET 1070 TECHNOLOGY ORIYE NO1OM1S, FL 34275 P.O. 90X 1529 NOA0MIS. FL 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. XO, OX & XOX rzt ALUMINUM CASEMENT WINDOW, IMPACT sue. CA -740 nTS 8 d 12 I 7045 -8 I C Lucas A Tumor. P.E PE 858201 Mechanical MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT ,1 MAX. VENT DAYLIGHT 5 b OPENING (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME (67 ASSEMBLY DETAIL, SHEET 10 Q ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX REFERENCE "XO" &'XOX" FRAME REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT DEVISED n complying with lb; Frz3t'. n Balding Code Acceptance Do irntfan Date By Preit—st Cct . u - G O� — 24o ‘:7 3 F.K. fieicotir F.K. iacd r:<. d 9r F.K. ous .I/17A23 arm 3/25/03 Dxr 7/10/03 A rtnama B C a"mOr Oct,' Omeea O. F.K. 12/17/02 NO CHG THIS SHEST ADO 13/16' I.G. GLAZING BEAD ITEM SHOW TOP HINGE 10m TE:HNOLOGY DRIVE NON - JARS. R. 34275 F.D. BOX 1529 NOKOMIS. a 34274 SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT Sesx"feoi I Sc. sneer CA -74o I NTS 9 d 12 7045 -8 Lucas A Tumor. P.E. PE *58201 Medm icci APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4° MAX. SHIM #12 OR #14 SCREWS NOTES: I 1/2° MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4° MAX. SHIM 3/16° OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1t2" THICK (SEE NOTE 3) 1/4" MAX. SHIM —1 3/16° OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 11/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4° MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3116" OR 1/4" TAPCON (SEE NOTE 1 ; BELOW AND SHEET 1, NOTE 4) „ 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS 1 1/2° MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK j 1 1/4° MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) - 1/4" MAX. SHIM --T 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4' MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT REVISED as complying with the Florida Balding Code Acceptance No # ' ration Date ! /•V!G•ii. //I.. 4.1P , Ptadaet as4a1' Mind 0 Ampler FJC. fK RMA By FJC Dawn et: FJC onto 3/1•13 Ifhwr 3125133 Dal: 7/t0103 12/17/02 A RoYabn R•aau C c,°asd ay ADDED 914 SCREW OPTION NO CHANGE THIS SHEET NO CHANGE THIS SHEET ea:: 1070 TECHNOLOGYORIVE NOKaMI$ F7.34275 P.0 BOX 1529 NOKOMIS. FL 34274 Visibly Better FIG,T 0 ANCHORAGE DETAILS rft ALUMINUM CASEMENT WINDOW, IMPACT Salr I £ire NTS I 12 a/ 12 ZUmbla 7045 -8 Rim C Lucas A.Tumer, P.E. PE N58201 Medlan"at `7 /(2% 3 PARTS LIST ITEM t 2 3 4 3 6 7 8 9 10 11 12 13 TIE BAR GUIDE TIE BAR ASSE.IBLY 14 E5 16 17 15 28 21 22 23 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 33 54 55 67 61 69 70 71 72 n.r FA. F.K read FJC Cam pe F.X. _ DWG N 7002A 1155 7003 7003A Il55 7017 7009 7024 7926 7014 1157 7113 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1633 331 7004A 7011 7012 7019 7018 Gam t7T.03 Valor V or. 771003 12/17102 PGT. N DESCRIPTION MAIN FRAME • HEAD, S1.L a IAMBS 781P1A 18 X 1 QUAD PH SMIS FRAME CORNER KEY 112 XII2'XllS* CLO 8DCE1LFOAMTAPE SASH -TIIP. BOTTOM &SIDE RAILS 781 PQA MI X I QUAD PH SINS 67017K BULB WE/012ESTRIP .137X.240 SASH CORNER KEY MAXIM MULTI•oulN 'LOCK LACK SUPPORT PLATE 1110.24X362 PH. PN. TYPE F MULTLLOCK ICEEP'ER (all. & I.H.) 78X71PPSMS 18 X .875 PH. PN. SMS MAXIM DYAD OPERATOR MAXIM DUAL A R M O P E R A Ic* OPERATOR GASKET BACKINO PLATE 81•32 X 375 PH. FN. TYPE B STUD BRACKET Q1L 3 R.H.) 78517A MS X 5M• FLT. PHL SKS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP•ON IIANOLB ir HINGE (HEAVY DUTY 110x1277 *to x .100 PH. PHL 5!16' Lk/MUTED (1M R 1RHS GLASS) .090 INNER !AYER - SOWUTIA OR DIWONYT PVB 5116' LAMINATED( UM & I/$I4S GLASS) .090 INNER LATINO. SOWTIA OR DUPONT PV8 7116' LAMINATED (3 /t6A & 3/161LS GLASS) .090 INNER LAM - SOLD TIA OR DUPONT PVB 7116' LAMIIATED(3/MIIS & 3/16115 GLASS) .090 INNER LAYER • SOGITIA OR DUPONT PVB ,GLAZING BEAD (5/16•1 GLAZING BEAD (7116') 411/247 VINYL BULB WS1P (TREK) SILICONE • DOW CORNING 899 OR 995 PARABOND 616310 SETTING BLACK SCREEN FRAME SCREEN CORNER KEY $GREEN CLOTH 6163SK / SCREEN SPLINE • SERRATED 60976 CASE .Z NT SCREEN CILP 78x1 2PST WIB MIX 300 SQ. PN. TEKSMS 67006 ' CASEMENT FRAME ASST. TUBE 712XIPPT •12 X P PH. PHIL 111X. LACK SUPPORT PLATE ,LOCK SPACER 711373 SNAP•ON T- HANDLE KNOB 1FIDHD )FOLDING HANDLE NO CHO DY9 war &DO ,t lr La GtASS6 G1,A21N3 6EAD AND WAAGE TH8 S1G#T oaa T tom 1E26620GM GM& MolCtltl4 F► SINN PA 9077 ein N011fDfCS Fl 3 274 ITEM 73 74 15 60 81 82 13 13 86 DWG 0 7025 7016 700M 1155 7010 7007 7047 POT. II 70134A 711PQA 67407 13/16' DESCRIPTION MAXIM SINGLE LICK SINGLE LOCK KEEPER # X .7SO QUAD PN SMS FIXED WINDOW FUME -READ, SILL & IAMBS 14X1 QUAD PNS *S FIXED FRAME COMER KEY INSTALL&TK3N 1101E COVER GLAZING BEAD (13116" 1.G.) LG. GLASS (I1/'HS3f1'A1R SPACE.3116'IAMI) 3116' LAW (2 LITE OF U9'HS GLASS WTIH AN .090 INNER LAYER • SOLUTIA OR DUPONT PVB .706' .050• •• .865' 40 5/16' GLAZING BEAD MAIL 6083.T6 DWG# 7036 .523" .350' --1 f .865° 0 7/16" GLAZING BEAD MArL: 6063 -76 OWG# 7042 .040' 1.000' .423' ( 60)CASEMENT SCREEN FRAME MAIL: 606346 DWG# 7006 Y1u* Better, ed_ts r•- .172' .870" .050' 7 -1 Fes-- .569' 0 13/16' GLAZING BEAD NATL• 6063 -T6 DWG# 7047 CASEMENT FRAME ASSEMBLY TUBE MAIL: 506346 DWG# 7004A PARTS LIST 8 EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT laamOsar l NTS 11 1. 12 ID.'" 70454 I C ' 997 .2er .040 I NSTALLATION HOLE COVER MAIL: 6063 -T6 DWG# 7007 IRODUCIREVISED IR tmnpl31q %dal Os nor 136611.6 CM* Accepts= 74)#. 7 Ln® A. Turner. P PE 0511201 xlNoAt41 FRAME ASSEMBLY TUBE, MAIL: 6063-T6 FRAME JAMB FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB °XX" FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MD -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13° MAX. O.C. WI (2) SCREWS 3° APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL 1.159' 2.139" (SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A MATL: 6063-T6 DWG# 7002A .434° 7 2.854° 062" NOM. 3.544" .062" NOM. 2.784° O FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 46 DWG# 7005A .062° NOM. 1_2.784"-J FRAME HEAD, SILL, JAMB 2.919" PRODUCT REVISED as complying with the Mods lleiding Cold Acccpalace No 'raSaa Due -7/% 3 loses or F.X. Read Br F.K Rood or F.K. Omen By F.K. 3/17/0? 3/25/03 owe 7/10103 12/17/02 Rabbis A Rnatar 8 C Crxtd9y REVSED FRAMEASS'Y DETAIL SCREW SPACIKG NO CHANGE THIS SHEET NO CHANGE TH15 SHEET Csta 1070 TECHNOLOGY DRIVE NOKOMIS, FL 94273 P. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 4. CA-740 roe. soon o. No. NTS I 10 " 12 I 7045 -8 I C Lugs A. Turner. P.E. PE 458201 Mcdian:tial LABRADOR & FUNDORA CORP ACCEPTANCE No.: 00- 0609.10 dba V & V Windows APPROVED : DEC 1 4 MIN ,EXPIRES : DEC 1 4 2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS . 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: "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 purpose. 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. t44. 1. L4 4kd.. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 LABRADOR & FUNDORA CORP ACCEPTANCE No.: 00- 0609.10 dba V & V Windows APPROVED : DEC 1 4 2000 EXPIRES : DEC 1 4 2005 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 Series Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No W99 -23, titled "Aluminum Single 'Hung window" Sheets 1 through 3 of 3 dated 03/26/99 last revised on 11-15-00, prepared by Al -Farooq Corporation, signed and sealed Dr. Humayoun Farooq, P.E., 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 approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window, and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will 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. 2 ISL,4 1 - LL4i4c1.. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division •MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Labrador & Fundora Corp dba V & V Windows 2690 W. 3rd Court - Hialeah ,FL 33010-1454 The expense of such testing will be incurred by the manufacturer.. APPROVED: 12/14/2000 \ \s0450001 \pc2000 \ \cemplaces \notice acceptance cover page.dot Internet mail address: postmastergbuildingcodeonline -cony (MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COAII'LIANCE OFFICE \IE1 RO -DADE FL: \(.il,ER BUILDING 14(1 WEST FLAGLER STREET. St1ITli 1603 MIAMI. FLORIDA 331311 -I:6: (305) 375 -2901 FAX (305) 375 -2903 CONTI1AC LICENSING SF( (305) 375 -2527 FAX (3(13) 375- CONTRACTOR t:NI•o(tc :E If:NT Dn 1SR)\ (305) 373 -2966 FAX (305)375-2 Your application for Notice of Acceptance (NOA) of: Aluminum Single Hung Window 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to•secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. [f this product or material fails to perform in the approved manner, BCC.O 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 by BCCO that this product or material fails to meet the requirements .ot' the South Florida Building Code. I'RODt'CF CON FRO(- DIVISION (3(15) 373 -2902 FAX (305) 372 -633' ACCEPTANCE NO.: 00- 0609.10 EXPIRES: 12/14/2005 Raul Rodriguez Chief' Product Control Division TIIIS IS THE COVERSNEET, 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 Miami -Dade County, Florida under the conditions set ., forth above. Francisco J. Quintana, R.A. Director lNI lam i -Dade County Building Code Compliance Office Homepage: http://www.huildingeodeonlinc.com 1.015 1.387 1.015 1.187 .375 .312 1.356 L__ 2.125 .062 TYP. - 1.465 -- 2.187 FRAME HEAD .812 r _ --j 062 TYP. FIXED MEETING RAIL 1.546 - L I 062 TYP. .890 VENT TOP RAIL -1.625 .813 1 .937 VENT BOTTOM RAIL 1 T .950 .690 1 J - I -�I .625 F� SASH SIDE RAIL .887 . 1.637 1.845 .062 TYP. I .070 TYP. .4.7 L L 1.395J r _ 1.220 -{ FRAME JAMB 2.342 .937 1- 2.123 - FRAME SILL .062 TYP. 90 .760 • .062 TYP. 2.156 2.000 2.353 FRAME TOP CORNER FRAME BOTTOM CORNER Engr. OR. HU�IA�UN FAR09Q STRUCTURES' FLA. PE - 16557 V 16 2000 VENT TOP CORNER VENT BOTTOM CORNER APPROVED AS COMPLYING 1MTH THE SOUTH F ORIDA BUIL ING CODE DATE /4,2,00 c7 BY tCt Ac 1 . 1-144144 � PRODUCT CONTROL DMSIOt4 BUILDING CODE &OMPUANCE OFFICE ACCEPTANCE NO, CO" 060 • 1 O c 0 rn ti 0 0 0 1 8 c 0 0 (1) 0) 0 0 0 C 7 0 3 D a • c drawing no. W99 -23 (sheet 3 of 3-1 ITEM # REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 1 FRAME HEAD 6063 -T5 - 2 1 FRAME SILL 6063 -T5 - 3 2 FRAME JAMB 6063 -T5 - 4 1 FIXED MTG. RAIL 6063 -T5 - 5 1 VENT TOP RAIL 6063 -T5 - 6 1 VENT BOTTOM RAIL 6063 -T5 - 7 2 VENT JAMB 6063 -T5 - 8 AS RQD. GLAZING BEAD ALUMINUM ROLL FORMED 9 2 /VENT . VENT LATCH e 7 1/4' FROM ENDS - ZINC DIE CAST 10 1 REINFORCING BAR 1/2' X 5/8' STEELCA -36) FULL LENGTH, VDV. V/ 3/16' GLASS ONLY 11 1 REINFORCING BAR 3/4' X 3/4' STEELCA - 36) FULL LENGTH, VDV. V/ 3/16' GLASS ONLY 14 AS REQD. BOTTOM RAIL BULB W'STRIPPING VINYL TEAM PLASTICS 15 AS REQD. ASSEMBLY SCREWS - 118 x 1' P.H. CRS SMS 16 2 BLOCK & TACKLE BALANCE - 5/8' BOX, BALANCE SYSTEMS INC. OR EQ. 17 AS REQD. PILE WEATHERSTRIP . - SCHLEGEL FIN SEAL OR EQUIV. 18 1 5/16' BOX SCREEN - OPTIONAL 4 0 d TYPICAL ANCHORS SEE ELEVS. FOR SPACING .e • TYPICAL ANCHORS SEE- ELEVS. FOR SPACING 1BY OR 2BY • . , VOOD BUCKS •4 X ♦ x X ♦p • 6 a 0 = Zr WOOD BUCKS NOT BY V &V WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT: FRAME CORNERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SUPER SEAL' SEALANT. OR EQUIVALENT ANCHORS: SEE ELEVS. FOR SPACING 3./16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 18Y WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY OR CONC. TAPCONS AS MANUFACTURED BY ELCO. OR EQUIVALENT CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. REINFORCING BARS REQD. AT WINDOWS WITH 3/16" GLASS ONLY STEEL(A -36) TO BE PAINTED OR PLATED TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY WOOD BUCK 18Y OR 2BY A . WOOD BUCK L -- Engr. DR. HU 4AYC'_'A FAROOQ STRLK:TURM FLA. PE # 16557 1 6 2000 VENT WIDTH D.L OPG. D.L OPG. (FIXED) EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEVS. FOR SPACING. 1/4' SHIM MAX. 17 • 4 APPROVED AS COMPLYING THE SOUTH FLORIDA =G NG CODE DATE 11 200 BY ) 544q1 I • CL.RKJs PRODUCT CONTROL DIVISION BUILDING CODE dOMPUANCE coma ACCEPTANCE NO. 0 ° 0 .60$ /0 N c O N .; c 0 0. 1. 0 h D O O cl N 0 0 C N 0 0 • 0 v` drowing no. W99 -23 (sheet 2 of 3 D.L. OPG. (FIXED) 13" WINDOW DIMS. NUMBER OF DSB -ANN. GLASS 3/16" -ANN. GLASS - - -- o1I It II DSB GLAkS ANCHORS /JAMB -' 1NT.( -) u 1I II oI1 u 1NT.( -) 19 -1/8' 26 -1/2' 37' 53 -1/8 26 3 60.0 32" ~ D.L. OPG. (VENT) 34 1/8" DESIGN LOAD CAPACITY - PSF WINDOW DIMS. NUMBER OF DSB -ANN. GLASS 3/16" -ANN. GLASS WIDTH HEIGHT ANCHORS /JAMB EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 19 -1/8' 26 -1/2' 37' 53 -1/8 26 3 60.0 66.7 - 60,0 121.4 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60.0 121.4 3 - - 60.0 120.7 19 -1/8' 26 -1/2' 37' "53 -1/8 38 -3/8' 3 60.0 66.7 60.0 121.4 3 60.0 66.7 60,0 121.4 3 60.0 66.7 60.0 117.4 3 - - 60.0 81,8 19 -1/8' 26 -1/2' 37' 53 -1/8 50 -5/8' 4 60.0 66.7 60.0 121.4 4 60.0 66.7 60.0 121.4 4 60.0 66.7 60.0 118.7 4 - - 60.0 75.6 19 -1/8' 26 -1/2' 37' 53 -1/8 5 60.0 66.7 60.0 . 121.4 5 - 60.0 66.7 60.0 121.4 5 60.0 65.3 .60.0 118.9 5 - - 60.0 69.9 19-1/8' 26 -1/2' 37' 53 -1/8 63, 5 60.0 66.7 60.0 121.4 5 60.0 66.7 60.0 121.4 5 58.5 58.5 60.0 106.5 5 - - 59.5 65.5 19 -1/8' 26 -1/2' 37' 74 -1/4' 6 60.0 66.7 60.0 121.4 6 60.0 66.7 . 60.0 121.4 6 - - 60.0 89.0 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED z GLAZING DETAIL 53' WINDOW WIDTH 49 7/16 D.L. OPG. (FIXED) II I 11 11 1 1 // 11 J L Il / Z11 r n ii 3/16' -ANNA II GLASS 11 11 �� 48" II II I I II II D.L. OPG. (VENT) 50 1/8" VENT WIDTH SILICONE GE 1000 3/8" X 1/16" BEAD 13" TYP. HEAD /SILL L V) 0 7" MAX. TYP. HEAD /SILL TYPTCAL ELEVATIONS TESTED UNITS ROLL FORMED ALUMINUM BEAD DSB -ANN. GLASS OR - NOTES; 3/16" ANN. GLASS Engr: DR. HVIAAYOUN FAR000 ':TRUCTURES FLA. N 16557 37' WINDOW WIDTH 33 7/16" • VENT WIDTH WINDOWS TO BE PROTECTED WITH DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS I0 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED. APPROVED AS COMPLYING WITH THE SOUTH F RIDA BUIL NG COD DATE / LOO e BY IS(, 1- <kywda. PRODUCT COMROL OMSION BUILDING CODE dOMPLIANCE OFF1 E ACCEPTANCE NO. 00- 0 6e17. (0 ) h c 0 N .> v N 0 0 co . u_ v .- 0 tx Z ') 3Ni w >3= 030 rn Q > cV 2 c O a L 0 f 0 a N W 2 0 0 0 0 0 W a 0 '0 0 0 ri 8 0 0 drawing no. W99 -23 (sheet 1 of 3 BUILDING CODE COQ \IPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION METRO -DADE FLAGLER BUILDING 140 WEST FLAGI.ER STREET, SUITE 1603 Vllr \ill(, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -29os NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 5100 N.W. 72 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and_Appeals (BORA) to be used in lvtiami 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 Division (In Miami Dade County) and/or the AH1 (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division•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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 2100 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing,No. W02 -06, dated 01/16/02, with revision A dated 04/25/02, titled "Series -2100 Alum. Horiz. Sliding Window ", sheets 1 through 5, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing thc Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with thc manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise notcd herein. - .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance •of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of 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 bc cause for termination and removal of NOA. • ADVERTISE1MENT: Thc 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 bc provided to the user by the manufacturer or its distributors and shall be available for inspection at thc job site at the request of the Building Official. This NOA revises and renews NOA # 98- 0429.06 and consists of this page 1 as well as approval document mentioned above. Thc submittcd documentation was reviewed by Manuel Perez, P.E. NOA No 02- 020 E .'piraLion Dutc: April 29, 2 200 7 Approval !Jute: NE .ay 1 b, 2002 Page 1 1.300 .450, L —1.095 .750 f 2.115 • FRAME HE,\O FRAME SILL —1.000 —1.199 FRAME JAMB .968 —.062 1.013 1.638 x.078 —1.:98 —; 1.374 F1XEQ MTG. RAIL I I 1 j 1.250 2.000 2222 .912 — .362 829 1 2.250 } `.062 1 1 .125 ' I L1.18 8 —' .936 SILL RISER 1.637 --1 1.562 .062 •750 MEETING RAIL i .537 i iC 1 .362 — .912 1.075 1.109 VENT TOP /BOTTOM CORNER. Q7 r1XE0 MI G. .9,4I1 CCRNF FRAME TOP CORNER F.P ?(4F BOTTOM C ORNER Er.gr. 3A, nuw.rOl,n FAROCO s UCTUREV L. PE j 1455.57 2002 Approccd as cuinp:ru,g Florida Uuiding Cude OuceO2.. ' O 1 NOA»r' / 1 la / 7 cjQ Miami Uude Yrudua Comm/ B y o m Z 1 Iv • 1 W0 06 sneer. gop a __ 18Y OR 29Y _ VENT MOTH wcoo SUCK r 1.8Y OR 28Y ... VOGO aucx VENT WIDTH OPG. O.L. CPC. "'.-.. 15, SCREEN CPT. — — 131 • 1 SCREEN OP 1 51 Vr-t EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE EXTERIOR . onHoow wio:TH XOX LAYOUT 0.L OPG. VENT WIDTH •••■•4.4 TYPICAL ANCHORS __ SE2. ELEV. FOR SPACING / 1/4' SH11-.1 "1;MAX. 1/4. SHIM MAX. 4 .4. TYPICAL ANCHORS SEE ELEV. FOR SPACING • I Ent C. ra.DJAYOUN FARCOQ STRUCTURES FLA. PE j 18.557 APR Approved as cumpiviag with the Flurida !hiding Cale Dalenl C) NOAg ()-s kL Miami Dade Product Cuts trot D iv/31012y By '7/ c z 0 c < = E 0 c_. o (f1 Lai •-• L' • -? << C - = • a3 c dTh •if nc. W02-06 10:it a 0 -1 TYPICAL SEE ELEv. FOR 17) 11 11 1 `J , ANC•IGRS SPACING TYP ANCHORS SEE ZLEV. FOR SPACING 13 -Y OR ?3Y / - e VQGD SUCKS 0 a 0 c • 9 i • SILICONE W000 BUCKS NOT BY TRACO SECURITY, MUST - - SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPTIONAL ADD -QN RISER /SEc CHARTS 11 TYPICAL ANCHORS 1 BY OR 2 BY 'O00 SUCK �;- ci cv ;Tip SPACING [TE�_ PART 3 1 QUANTITY I DESCRIPTION 2 050-00-366 050 -00 -220 1 FE HEAD 1 I FRAME SILL 6053 -T6 - 6063 -TS T .3 050 -00 -367 I 2 I FRAME JAJ.IB 6063 -76 - 4 050 1 1/ VENT FIXED RAA 6063 -T6 - 5 05 I -00 -165 1 i / VENT j VENT METING RAIL 6063 -T5 - 6 051 -00 -160 1 2/ VENT STOP ANO 90170M RA1L 6063 -T6 - 7 '8 050 -00 -102' 1 1/ VENT I JAMB STILE 606.3-76 - AS RECD. I FRAME ASSEM8LY SCREN , - #8 X 3/4' P.H. PHILUPS SMS 9 004 -00 -008. I 'GLAZING BEAD I ALUMINUM ROLL FORMED 10 L - j AS RE00. I FIX. RAIL SILL SCREWS 10A - 1 AS RE00. I FIX. RAIL HEAD SCREWS 11 - I AS RECO. 1 VENT ASSEMBLY SCREWS 1 - 18 X 2" SMS - 18 X 1" SMS - #I0 X I ' P.H. SMS 1Z 051 -00 -353 - 1 SILL ADO-ON RISER 1 6063 -76 - 1.3 - 1 2/ VENT PLASTIC ROLLERS IN PLASTIC HOUSING - SECURITY 14 - 2/ VENT SWEEP LOCK AT 6 -3/4" FROM ENOS - SECURITY 15 046 -00 -050 AS REQO. BULB WEATHERSTRIPPING (.156 X .300) I VINYL WIBORG 19814 16 J 046 -00 -017 AS REQO. FLIP WEATHERSTRIPPING (.210 x .490) VINYL 17 046 -00 -030 AS RECO. FLAP WEATHERSTRIPPING (.170 X .450) VINYL 18 046- 00-038 19 047 -00 -001 AS REQO. AS REQO. FLAP WEATHERSTRIPPING (.185 X .500) VINYL PILE MTH FIN SEAL (.187 X .170) 20 - AS REQO. 2' x 1 -1/4' X 1/8' PLATE WIBORG 12189 WI8ORG 12205 WI8ORG 12188 AMES8URY 117317 -187 6063 -75 BELOW EACH FIX. MTC. RAIL TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING 3J16' TAPCON INTO 28Y W000 BUCKS OR W000 STRUCTURE 1-3/8" MIN. PENETRATION INTO W000 THRU 18Y W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY OR CONC. SEALANTS: FRAME ANO VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH SCHNEE MOREHEAD 5504 SEALANT. WEEPHOLES: w1 = (1" x 3/8" WEEPHOLES) THREE PER VENT AT 5' FROM VENT ENDS . AT MIO WIDTH E-grr. 3R. xuuATOUN FAR000 STRUCTURES UCTURES FLa PE / 16557 MATERIAL Appruv�'t1 as complying with Ih� Fluridu I3uidin6 Code Dardia. "Ca ZUy U 1 NO Ail C 2f-e - Miami Dude Produci2suul Div un G � y y . L7 z O C Q c C O o , v U u — W_ +'1 • Q c. o • w 8 cn a U ;AI 0 0 z v7 rr'I CN z 0 0 5 '1 cn I N N 0 C 0 0 N •I ■ ` •Orawlnc : C. W02 —u6 ;snee! 3 aI ? - DESIGN LOAD CAP.>CITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) A STANDARD SILL SILL WITH RISER 3/t5" ANN. GUSS 3/L6" ANN. GLASS 7FINGOW -DIMS. , EXT.( +) 1 INT.( -) ST.L4DARD SILL INT.( -) 74' 85' 97" 109" 111" 26" (2) SILL WITH RISER 125.0 53.3 1 .058 ANN. GL;:- 3/16" ANN. GLASS 3/ l6" TEMP. GLASS 053 ANN. GLASS _3/18" A ltq. GLASS 3/16" TEMP. GUSS 53.3 WIOTH HEIGHT EXT.(r) ! INT.( -) EXT.( i INT.( - ) Er.( , r) j ANT.( - ) EXT.(-) ! INN-) EXT.( -) j INT.(-) EXT.( +) j ANT.( -) 53.3 26 -1/2 37- 53- I /8" 60" 74" 25" (2) 2 44.0 ; 78. 41 .0 53.3 107.0 15 .0 I 107.0 53.3 I 78.4 53.3 1 125.0 53.3 j 107.0 53.3 1 4 41 i 731 11 125.0 14 .0 I 125.0 53.3 I 78.4 53.3 125.0 53.3 89.1 125.0 44.0 6 44.0 j 72.7 44 .0 79.3 125.0 44.0 . I 125.0 53.3 72.7 53.3 77.9 125.0 53.3 8 . 125.0 " 6 44.0 .:; 64.7 44.0 j 111.7 44.0 j 125.0 53.3 64.7 53.3 j 111.2 5.3.3 I 125.0 5. I. 6 44.0 I 50.9 i 5 50.2 • 39.2 11 ,0 I 115.0 50.9 50.9 53.3 • [ 89.2 53.3 j 1 15.0 74" 85" 97" 09 26 -1/2" 37' 53 -i/8" 60" 74 38 -3/8" ( 2 44.0 j 72.5 44 .0 53.3 72.5 44 .0 I 72.5 53.3 j 72.5 53.3 j 72.5 53'3 j 72.5 29.3 4 4 4.0 ! 60.9 41 .0 29.6 103.9 11 .0 j 103.9 5.3.3 1 60.9 53.3 103.9 53.3 j 103.9 6 4 4.0 j 51.3 44.0 817 44.0 j 107.9 51.3 j 51.3 53.3 j 8.3.7 53.3 j 107.9 6 44.0 16.3 44.0 75. i 4 I 96.1 46.8 46.8 5.3.3 75.1 . 53.3 96.1 6 - 1 - 44 63.5 4 I 77.9 - I - 5.3.3 63.5 5.3.3 j 77.9. 26 -1/2" 37 53 -1/8" 60 74' 50 -5/8" ( 2 44.0 j 55.0 44 .0 55.0 44.0 j 55.0 53.3 j 55.0 53.3 j 55.0 53.3 j 55.0 4 44.01 j 49.2 44.0 ! 78.7 44.0 j 78.7 49.2 49.2 53.3 1 78.7 53.3 j 78.7 6 36.3 1 36.3 44.0 1 62.4 44.0 72.5 36.3 I 36.3 53.3 1 62.4 53.3 72.5 6 - - 44.0 .1 55.7 44.0 67.3 - - 5.3.3 I 55.7 . 53.3 67.3 6 - - 4 49.5 44.0 1 59.0 - 1 - 49.5 1 49.5 49.5 j 59.0 26 -1/2 37" 5.3-1/8 60" 74" 63" ( 2 44.0 ! 44.2 _ 44.0 ! 44.2 44.0 44.2 47.2 44.2 53.3 ! 44.2 53.3 j 44.2 4 34.4 34.4 44.0 '! 63.3 44.0 j 63.3 34.4 34.4 5.3.3 1 63.3 53.3 1 5.3.3 6 - 1 - 44 .0 j 49.7 44.0 j 54.5 - - 49.7 1 49.7 53.3 ( 54.5 6 - j - 42.6 42.6 44.0 1 49.9 - - 42.6 1 42.6 49.9 j 49.9 _ 6 - j - 38.1 j 38.1 , 43.6 j • 43.5 - - 38.1 j 38.1 43.6 j 43.6 - DESIGN LOAD CAP.>CITY - PSF (XOX SIZES) WINDOW DIMS. A STANDARD SILL SILL WITH RISER 3/t5" ANN. GUSS 3/L6" ANN. GLASS 3/i6" TEMP. GLASS WIDTH HEIGHT EXT.( +) 1 INT.( -) EXT.( +) j INT.( - EXT.( +) 1 INT.( -) 74' 85' 97" 109" 111" 26" (2) 8 44.0 125.0 53.3 1 125.0 53.3 j 125.0 9 44.0 120.1 53.3 120.1 53.3 125.0 . 9 44.0 102.9 53.3 . 102.9 . 53.3 125.0 9 44.0 90.7 53.3 1 90.7 53..3 117.1 9 44.0 89.3 53.3 i 89.3 53.3 j 115.0 74' 85' 97" 109" t I I' 38 -3/8 3 ) 8 44.0 89.8 53.3 89.8 53.3 1 103.9. 9 44.0 78.7 53.3 78.7 53.3 j 101.7 9 44.0 I 70.5 53.3 70.5 53.3 j 89.1 9 44.0 ! 54.7 - 53.3 54.7 53.3 79.3 9 44.0 I 53.7 53.3 53.7 53.3 77.9 74' 85" 97" t1; 50 -5/8 (4) ( ) 8 44.0 67.6 53.3 67.6 53.3 j 76.1 r 9 44.0 I 58.9 53.3 53.9 53.3 ! 54.6 9 44.0 51.5 51.5 5. I. 53.3 6 9 44.0 5.0.2 5 50.2 50.2 53.3 60.1 9 410 4 9.5 ■9.5 49.6 53.3 59.0 74" 85" 97" 09 83" (. I 2 8 14 .0 55.5 52.2 56.5 53.3 57.5 6 4 4.0 4 5.5 45.5 45.6 52.0 52.0 39.3 :9.3 29.3 29.2 47.5 47.5 29.6 36.6 25.6 25.6 44„ 44 • A = NO. OF ANCHORS PER HEaO & SILL ( ) = NO. OF ANCHORS PER JAMB = .4C. C. ?.ANC: -CRS -.0 & EiLL ( ) = NO. OF ANC:-;CRS ?E? .:A1.IEE APPROVED CONFIGURATIONS GLASS w10T1;S 70 BE EQUAL ON MOVING ANO FIXED UTES xox 1NDOWS TO BE PROTECTED BY MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS Env. r. 1 . mum". rOUN r'RCGC _£RUCURES F1. j 16557 Appruyed u cumplyiag wits the Florid Liuiding Cude Date02-C3 �0 C� ENO A ri Q C. Miami Dade Prutluct Control Di • ua B y 1 , rcy,oc, -c. W02 -06 1 0 6 1/4. MAX. TYP. HEAD /SILL CORNERS FALSE NUNTINS GI SURFACE APPLIED' 7 : G GP T TONAL j '1--. I lo N 19 I l � l - • iI I I I - i I ii I I, ( t 'i II , It fi■+ I I I' 1 1 ,, n -- - r1 j; I / ∎ 1 I I j /11 . '� — 1 i/ �� 'a 27 j /I I I I II 1 I 11 II I 1 I to 2.3 5/16' 23 5/16' 0.L. OPG. 0.L OPG. 29 5/8" vENT WIDTH 53 l /8" WINOOW WIDTH N H 7 TYPICAL ELEVATION TESTED UNITS osa ANN. GLASS OR i 3/16' ANN. GLASS OR 3/16' TEMP. GLASS GL =_ZING DETAIL .7' MAX. I rP. HERO /SILL CORNERS u� d a. 0 c GLAZING COMPOUND i SCHNEE MORE -IEAD 5555 NON — IMPACT RESISTANT GLASS MIA.LI OADE COUNTY APPR'0 IMPACT RESISTANT SHUTTERS RECO. FOR ALL INSTALLATIONS FALSE NUNTINS SURFACE APPLIED - OPTIONAL I I I I I I 1 I 33 1/4' O.L. OPG. 36 1/2" VENT WIDTH 1 33 1/4' O.L. OPG. 109 3/4' WINOOW WIDTH • Q • tC 16 1/2' MAX. N E. q r. ;R. rILHAATOUN FARC00 STRUCTURES FL. PE !i 16557 2002 NOTES: 1. THIS PRODUCT IS OESIGNED TO COI.IPLY WITH THE HIGH vELOCITf HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WINO LOADS AS PER .'SCE 7 USING CORRESPONDING LOADS. 2. w000 BUCKS 9Y OTHERS. MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EM8EO64E:YT TO BASE MATERIAL SHALL 8E 8EYON0 WALL DRESSING OR STUCCO. ' . '•..t:1 : cumplyitag .:■Ith the I id' :�_ _ !: u:•!it Colic Cuitn nZ.C - 1•01 NOAH / \Lo / zcc L ,11:ur:t 1:;e 1'r„tyuc: C •trn1 1)iviula - J Q' W N - - �1 ua II N to • N I 0 0 O . I - it I ▪ i . 3 Ir ' j • arc r+tnc ,o. . W02 -06. i N 0 c • Eth MIA MI.DADE UUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NIIA■ll -I)ADE (ouN3 { FLORIDA METRO -DAD[ FI.AGLER BUILDING 1 - 1 \VLSI FL,\CLI;I STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 Gopi Glass Sales & Services Corp. 7450 NW 41' Street Miami, FL 33166 SCOPE: This NOA is being issued undcr the applicable rules and regulations governing the use H construction materials. Thc documentation submitted has bccn reviewed by Miarni -Dade County Product Control Division and acceplcu by thc Board of Rules and Appcals (BORA) to be used in Miami Dadc County and other areas where allowed by thc Authority Having Jurisdiction (AI -IJ). - i - his NOA shall not be valid aRcr the expiration date stated below. Thc Miami -Dade County l'roduct Control Division (In Miami Dadc County) and/or the Al -1J (in areas other than Miami Dade County) reserve thc right 1. havc this product or material tested for quality assurance purposes. If this product or material fails to perform thc accepted manner, the manufacturer will incur the expense of such testing and the AIIJ may imn)ediatcl rcvokc, modify, or suspend the use of such product or material within their jurisdiction. BOR.A reserves the right to rcvokc this acceptance, if it is determined by Miami-Dadc County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described hcrcin, and has bccn designed to comply with thc high Vciccity hurricane Zone of thc Florida Building Codc. DESCRII'TION: Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W97-11, titled "Gopi Picturc Windows ", sheets 1 through 4 of 4, prcparcd by Al Farooq Corporation, datcd 06 -24 -97 with rcvision B dated 06/07/02, signed and scalcd by Ilumayoun Farooq, P.G., bearing thc Mipmi -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dadc County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bcar a permanent }'abe.I with the,manufacturer's.name or logo, city, state and following statement: "Miami -Dadc County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall bc considered after a renewal application has bccn filed and there has bccn 110 change in the applicable building code negatively affecting lhc.performancc this product. TE Rim INATION of this NOA'wilt cur after the expiration date. orif thcrc; has bccn a rcvision or change. in the malcrials; use, and/or manufacture of(he :product or. procc Misuse of this. NOA as an endorsement of any product, for sales; advertising or any otti' r purposes shall automatically terminate this NCA. Failure to comply with any scction of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dadc County, Florida, and followcd by thc expiration datc may be displaycd in advertising literature. If any portion of the NOA is displaycd, then it sh:'ll bc done in its cntircty. INSPECTION: A copy of this cntirc NOA shall bc provided to the user by the manufucturcr or its distributors and shall be available for inspcction at thc job site at the request of thc Building Official. This NOA revises and renews NOA # 99 - 0629.01 and, consists of this page 1 as well as approval document mcntioncd abovc. The submitted documentation was rcvicwcd by Manuel Perez, P.E. NOA No 02- 0613.01 Expiration Datc: September 26, 2007 Approval Date: September 26, 2002 Page 1 •a 1 t0 SNS 00 7/!6•=2-1 /4 TAPCON — e 6" IRON ENDS 1. 12 G.C. T TR. • IG iHS B. Oc 2 gr - -000 0uCK GLASS AS PCP A3LE 3/16•- ANNEALED 1i.• - ANNEALED 2/16 - - TEMPERED 3Y OR 2 Br w000 BUCK INSIDE GLAZED WINDOW . �z 5 N1 0400 COUNTY 4PflROvED uUWON X 'ULUON ANQ.ORS L / 10 S.u.S. 0 12. O.C. 7/16',2 -t/+• TAPCON e 6 I ~OM ENDS L 12" C.C. TYP. 10 S 3 /16'•? -!i•' TAPCDM 2 6" c =^- EMDS L 12" D_ 1 •P BY OR 2 9 WOOD BUD< .1 /.- .4,, S (n5 OUTSIDE GLAZED WINDOW GLASS AS 7 52 TAOL= 2/16 - - ANNEALED 1 /l - ANNEALED 2 /16'- TENPE:ED '+ +CG. S r L•0 OS STET = - 7.ANS.ER T -Eu+ TO _ e.JILDING STRuCTuRE. TY'IC;.L :,NC -ORS TO SE AT b iROM CORNERS AND 12" S PACING. TOR C BuC <S ONLY. 1 -1 /A- MASONRY EMEEDMENT ;OR 2 9UC<S 10 "'SS WITH 3/e. W000 TmEE0 +aEN7 3/16 T&?CNS WITH 1 W000 EUCEDMENT L 10 5.0 S. a 1:' CC. 040_ COUNTY - • P 0CV50 vULUON k UUIJCN :1+C0•O STRUCTUF25 M PE / 1C_57 PRODUCT ptVtSrn tac iloridr Buid� dy !� 0 2-0613-al 2007 41 i . . IKI.o.Nr Dark Prue) act Coo n-1,4 L pss10: LOAD cA L :. s) I :, ES:C .0 sN s) WINDOW DIMS. 3/16 - ANNEALED Ij4 - A: ; ?EA D 3/16 - TEMPERED WINDOW 01:vt'S. f 3 - Av■'EALD 1/: - ,. • EA LED 3/16 - TEMPERED 4/ ? _x T. ( -) INT ( 1_X ( 17 -T ( - )' Ex . (-1 INT (-1 A/9 „5 EX . -) I iNi (-1 _XT 1-) '.N T. (-1 _ XT 1 -) 1 1N ( - ) 53-1/8- 26 77 9 77 5 120 200 :100 1839 24 36 48- 60 _ 62 1 52 t = °.6 57 0 1 10 0 1 8 62 1 62 1 9 4 5 7 0 1 1 0 0 87 0 57. 57.3 85.3 1 98 1 1 0 . 0 I 1 3 2 9 52 0 1 62.0 33 7 53.7 110.0 1 87.0 57.3 57.3 55.3 30.3 1 10.0 I 80.3 57 2 1 57 2 -_ _ 73.5 110.0 j 37 0 55 4 55. 75.7 1 75 7 1 100 80.3 9 26 -1/2 j7 53- 1 /8 In r 1 I CO r--) 7 ; 77 7 .7 7 1 0 9 ' 04 9 10 0 109 2 e 36 46 50• 0 52 52 1 57.0 110 C 87.0 41 • 41 a 538 58.0 100.3 53.0 56.2 56.2 55.5 75.3 1 10.0 78.5 41 a 4 I. 52 9 9 I 5 .0 98.9 I 55.0 40,3 40,3 62.0 50.4 97.5 56.4 35 2 39.2 a 9 5 1 A 9.8 88 3 1 55.0 38.3 38.8 54.8 54 a 90.7 54 4 19 -1/8 26 -t /2 37 53 -1/8- 50 -5/3 72.0 72.0 57 1 97.1 110.0 109.2 24 36 48 gp' _ 4s 62.0 52.0 83.7 53.7 110.0 1 87.0 <1< I 41.4 52.9 58.0 98.8 1 58.0 55.2 56.2 77.3 77 .0 1 10.0 78.3 31.0 I 31.0 4 2 43 75 2 43.5 40.3 40.3 50.8 56.4 94.7 I 56.4 - � - < 4 2.1 2 4 2.1 75.2 43.5 29. 29. 45.3 a 71.3 � 41.2 19-1/8 26 -)/2' 37- 53-1/3" _ 63 68.8 08.8 92.9 1 92.9 I 1 OA I 109. 24 36 48" 50 00 57.2. 57.2 75.5 78.5 1 10.0 1 87.0 39.2 39 2 49 8 49 88.3 58.0 a 46.9 6.8 59.., 1 69.5 106.3 78.8 - - 42 1 4.2 75.2 I 4 3.5 36.6 36.6 5.9 4 5.9 35.1 56.4 r - I - 38 1 34.8 60.2 I 34.8 40.2 35.3 67.9 I 39.3 - - 19 -1/8 25 -1/2- 37- 53-1/5 74 -1,4 57.0 57.0 90. 90. 110.0 109.2 2 35 a 3 - 50 _ 52 2 52.2 75 3 1 75.3 110.0 1 87.0 30.0 30G 3 3 39.8 52. 53.0 41.7 41 59. 59. 1 02.3 � 75.3 - - 34 3 34.3 69.5 I 43.5 23.6 26.6 37.5 37.5 80.1 I 56.4 - - - I - 60.2 I 3 - I - - - 65.2 1 39.3 SINGLE LITE PICTURE WINDOW 2 36 48 60 8 49 2 49 72 2 72.2 108.1 87.0 - . - 34.5 I 34 78.6 I 50.0 - - I - 64.9 I 43.5 - - � - - - I 24- 36- 48- 60" 96 45.5 4 6.6 68.5 55.6 105.5 87.0 - _ 31.4 I 31 1 76.0 I 53.0 - - - I - 61.8 I 43.5 - - - - - I - 24" 36 a8 "08 60 _ 45 3 45.3 55 1 66.1 104.3 1 87.0 - - - I - 74.1 I 58.0 - - - I - - 1 - - - ' - - - 1 - 24 36 4.8" 50 120- - - 51.5 ( 51.6 103.0 1 87.0 - - - 72 7 1 58 .0 - - - I _ _ I -_ COMPARATIVE ANALYSIS CHART - - - _ I BASED ON NE71 -96 -1061 Or 10 -09 -96 Q TEST SIZE - 37 - /a" x 74 - TEST LOADS ■ -60.0. -60.0 PSr DESIGN LOADS - -40.0. - 40.0 PSF WATER INFILTRAT10N TE5T - 20 PS% TESTED CLASS = 3/16 - ANNEALED BO TEST SIZE - 51 x 74-1/4 - TEST LOAOS - '68.0. -75.0 P5F DESIGN 60405 - . 0. - 45.0 PST WATER INFILTRATION TEST = 20 PSF NEA TESTED CLASS - 1 /4" - ANLED B ASED ON FT1. - 1162 0 6 -t - © TEST SIZE - 59 - X 77 -1/2' TEST LOAOS - .91 0. - 91.0 25 DESIGN LOAOS - - 60.7_ - 60.7PSF WAIEP INrILTRAOON T9ST - 16.5 P57 TESTED GLASS = 3/16 - TEuPERED MO0UCT RErISTA wttil B ►c Cod. " the flor5d A.....?d 1. G2 -06/3 0/ 007 I FPAMR I.G. WINDOW 6062 -TS 5C0 I I 500 II .062 GLAZING STOP 6063 -T5 ,62 -- 29 r 062 TTP 1 812 .812 I L L3 FPA,UF 0.0 . WINDOW 6063 -75 A ^J7 8 DID A 3 . DIN / // 1 I 1 I 1 I I , I I : P A DR 3 DIN. II FI_; 'JAT1ONS • ;R P Li N. AVE, SPACING TYPICAL GL 3/16' ANNEAL _D I /a' ANNEAL:0 GO 0 /15' TENPE0E7 USE IMPACT RESISTANT SHUTTERS AS REQUIRED BY SFBC. A 08 3 01 N. J A R 3 NOTES 1. NtS PRODUCT IS DESIGNED TD CouPLY wTTH THE H VELOCITY HuRRSCAHE ZONE Or THE 2001 Kowa BWLDHc COOL ALSO TOR W40 L0A05 AS PCR ASCE 7 uOJHc C•RRESPONOINC LOADS. 2. W000 BUCKS BY On-IERS. UUST BE ANCHORED PROPERLY TO TRANS. ER LOADS ro THE STRVCTURE. J. ANCHORS SHALL BE AS USED. SPACED AS SHOWN ON DETA•LS ANCHOR Eu BEDyCNT TO BASE YATERIA&. SmALL BE BErONO w. DRESSING OR STUCCO. ..` T. HAPE Ga 8 C:a 06 3 DIN PR0DUCr REYISOD zaz t. r ic wz „ O Florida Cock A Aap... n O?- 0 ‘73. o / A CFI B D1H. Ens OP. H`IV =DUN FAR0T..0 STRut -TJRES r„ PE 1 46537 7002 c Oc 3 DIN j //. // A GR 8 01N. 07 SINGLE LITE PICTURE WINDOWS ALLOWABLE LOADS F ALTERNATE. SHAPES AS SHOWN ABOVE CAN SE VERIFIEC BY INSCRIBING PICTURE W1N00W SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED ONES AND OETAlNING ALLOWABLE LOADS :n0A1 THOSE SHAPES, PROv0EO aER1uETER :.+SEVERS ARE A5 DESCRIBED HEREIN FOR SIZE Ar +O SPACING. 0 c C ▪ .2 !� s _ - - W 1' < < 10 rY � I r— N I = n =s L 0 draw .r1 W97 - 1 (meet 1 of 4 04/29/2004 13:11 3059487339 ■ GARAGE BATH BEDROOM FAMILY DINING LIVING REDWERKS JJ E ThUR FAALY RESIDENCE M.E. 94 ST. MIAMI SHORES FL. 33138 BEDROOM PAGE 01 Wind -load Calculations: av0rem ®a cr:0 t a -cacnra a'cp v PLO ava C=.. G.=GIT'o Folio Number:11- 3206 - 014 -0510 John A Author 443 n.e. 94 street Miami Shores, Florida 33138 Roof Height = 15.00 feet Roof Mean = 15.00 feet Horizontal Dimensions = 48.00 feet Wind Speed - V = 146.00 MPH Design Wind Pressures - Windows •a '.D W •� a El c C = C zE3 cam_ -=› °' :::27 � G® ovavva - a 0a0 G'vc -• =0 ari/e a-all 03a0 Window Scale: A= 37 x 50 5/8 NOA #03- 0611.02 Aluminum Casement Window Impact B= 53 x 38 3/8 NOA # #03- 0611.02 Aluminum Casement Window Impact C= 37 x 50 5/8 NOA # 02- 0204.01 Aluminum Horizontal Roller (Non- impact) D= 53 x 50 5/8 NOA # 02- 0204.01 Aluminum Horizontal Roller (Non- impact) E= 53 x 63 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) F= 19 x 38 3/8 NOA # 00- 0609.10 Aluminum Single Hung Window (WA' - TANdetre-'4 - ) G= 74 x 26 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) H= 37 x 38 3/8 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) I= 37 x 50 5/8 NOA # 02- 0613.10 Aluminum Fixed Panels (Non- impact) J= 111 x 63 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) K= NOA #01- 0814.02 GALVANIZED STEEL PANEL (on all non - impact openings) Gcp Gcpi Zone 4 windward 1.00 -0.18 46.52 Zone 5 leeward -1.10 0.18 -50.47 Zone 4 windward 1.00 -0.18 46.52 Zone 5 leeward -1.40 0.18 -62.29 Wind -load Calculations: av0rem ®a cr:0 t a -cacnra a'cp v PLO ava C=.. G.=GIT'o Folio Number:11- 3206 - 014 -0510 John A Author 443 n.e. 94 street Miami Shores, Florida 33138 Roof Height = 15.00 feet Roof Mean = 15.00 feet Horizontal Dimensions = 48.00 feet Wind Speed - V = 146.00 MPH Design Wind Pressures - Windows •a '.D W •� a El c C = C zE3 cam_ -=› °' :::27 � G® ovavva - a 0a0 G'vc -• =0 ari/e a-all 03a0 Window Scale: A= 37 x 50 5/8 NOA #03- 0611.02 Aluminum Casement Window Impact B= 53 x 38 3/8 NOA # #03- 0611.02 Aluminum Casement Window Impact C= 37 x 50 5/8 NOA # 02- 0204.01 Aluminum Horizontal Roller (Non- impact) D= 53 x 50 5/8 NOA # 02- 0204.01 Aluminum Horizontal Roller (Non- impact) E= 53 x 63 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) F= 19 x 38 3/8 NOA # 00- 0609.10 Aluminum Single Hung Window (WA' - TANdetre-'4 - ) G= 74 x 26 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) H= 37 x 38 3/8 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) I= 37 x 50 5/8 NOA # 02- 0613.10 Aluminum Fixed Panels (Non- impact) J= 111 x 63 NOA# 02- 0204.01 Aluminum Horizontal Roller (Non- impact) K= NOA #01- 0814.02 GALVANIZED STEEL PANEL (on all non - impact openings) MIAMIDADE PRODUCT CONTROL NOTICE OF ACCEPTAN Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 Your application for Notice of Acceptance (NOA) of: 0.063" Aluminum Storm Panels Shutter 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by BCCO 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.: 01- 0124.15 EXPIRES: 03/26/2006 THIS IS THE 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 Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04/12/2001 as��« 17( \\ s0450001 \pc2000 \ \templates\notice acceptance cover ! :e.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING J E COMPLIANCE OFFICE ADE FLAGLER BUILDING GLER STREET, SUITE 1603 I, FLORIDA 33130 -1563 01 FAX (305) 375 -2908 R LICENSING SECTION -2527 FAX (305) 375 -2558 CTOR FORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 7 Raul Rodriguez Chief Product Control Division Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Atlantic Shutters, Inc. ACCEPTANCE No.: 01- 0124.15 APPROVED EXPIRES • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 04/12/2001 03/26/2006 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0208.02, which was issued on March 4, 1999. It approves an 0.063" aluminum 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 This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, 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 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 This 0.063" aluminum 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. Makar, P.E. - Product Control Examiner Product Control Division 2 Atlantic Shutters, Inc. ACCEPTANCE No.: 01- 0124.15 3 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 04/12/2001 03/26/2006 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 needs 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 Helmy A.1'fakar, P.E. - Product Control Examiner Product Control Division .400" 2.016" 75t 12.00" COVERAGE 25" TYP. .--- VARIES: 5.00" MAX.1 ANGLE O b SCALE : 3" = 1'- 0" ry WIDTH UNLIMITED I (PERP. TO PANEL SPAN) SECTION )TYP TYPICAL ELEVATION - TYPE I FASTENER (M12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. ANO Cd 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 01/18/01 1234 PRODUCT MARKING LOCATION 13.50" FULL PANEL PLAN VIEW TOP MOUNT PIECE QV ©. OR 2.016" STUDDED ANGLE 6 SCALE : 3" = 1'- 0" p 1" x 1" TUBE m"" FASTENERS E ut VIEW 8. AN 6) BOTT M MO NT PIECEQ, OR (6 OVERLAP FASTENERS TYP. (SEE NOTE 8 6) PRODUCT MARKING (OPTIONAL LOCATION) FT 1D J w Q¢ J al- Z¢ I 0> \.400" O STORM PANEL SCALE : 3" • 1'- 0" 1/4 -20 X 3/4" MIN. PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) (TYP ALUM. ANGLE CLOSURE PIECE 1" x 2" x .055" MIN. TO 2" x 5" x .055" MAX. WIDTH UNLIMITED (PERP. TO PANEL SPAN SECTION �1, 2.016" 751 6.00" COVERAGE 7.50" HALF PANEL (ZAMAC 3 ALLOY) WASHERED WINGNUT O SCALE : HALF SIZE TYPICAL ELEVATION -TYPE 11 TOP MOUNT PIECE© OR OR DIRECT MOUNT Z ZJ W J4 0, Z¢ 4 1" x 1" TUBE FASTENERS • 8D (SEE PLAN VIEW L NOTE 6) q PLAN VIEW EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) PLAN VIEW SCALE: 1 -1/2" • 1' -0" ® 16 GAGE STEEL TUBE SCALE . HALF SIZE 1 ID w z X Q 0 O r HEADER SCALE : 3" = 1'- 0" 0 0 16 GA. (TYP.) 1 1.00" 1 WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION,— BOTT M MO NT PIECE OR (6 TYP.) OR DIRECT MOUNT UNLESS CLOSER SPAC NG REQ. FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III TOP MOUNT PIECE© OR OR DIRECT MOUNT NO FASTENER L TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. 0 1/2" OVERLA ALUM. ANGLE CLOSURE PIECE: TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. BOTTQQ,M MO NT PIECE(4) OR 6 OR DIR CT MOUNT 1.1" HEADER O SCALE : 3" = 1'- 0" 0 090 =07'f666" ' I ci L Y P. 21 0000 1 L HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) v-" OPTIONAL ANGLE SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A.S.C.E. 7 -80 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD. 3. STORM PANELS SHALL BE 5052 -H32 OR 3004 H -34 ALUMINUM ROLALLOO NO THICK, WITH A MINIMUM Y OF 26 ).. ALLEXTRUSONS SHALL BE 6063-T6 K.S.I. LUMINUM Y, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS INC. MIAMI -DAD OUNTY PRODUCT bONYR OL APPROVED 5. ALL BOLTS ANO WASHERS SHALL BE GALV. STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN. TENSILE STRENGTH OF 60 K.S.I. 6. FOR TYPE 1 OR II PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS. AT MIDSPAN WITH 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. UTILIZING A r x r x 16 GAGE STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE 1 OR II PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2" USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I AMID II. FOR PANELS SPANS LESS THAN 33" OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. B. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 95 -006, 96 -007 L 96 -0078. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM, ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING WHEN NEEDED. BOLTS AND TUBE ARE PROPERLY INSTALLED. FASTENER Cm 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND 1 8" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. Dm ASOOMPLYINGNOMIye SOUTH FLO IDA BUILDING CODE DA _ • 1 BY PRODUCT P'c NTROL DIVISION 8UIL MG CODE COMPLIANCE OFFICE ACCEPTANCE NO.61 012.4. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 1 sneer t or 7 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE R OM GLASS SCHED (TABLE 2) 000NT. (TYP. TOP & BOTTOM GLASS OR DOOR FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE GLASS OR DOOR ANGLE TO WALL DETAIL 1/2" MAX. 4OCONT FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 5' A O WALL MOUNT SECTION SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECT ION 'TYPE 4' 1/4 -20 MACHINE o: BOLT S. NUT (d 12" O.C. 1/4 -20 MACHINE BOLT & WINGNUT (B 6" O.C. FOR TYPE I S. II AND @ 12" O.C. FOR TYPE III 1/4 -20 MACHINE ASTENER. SEE BOLT & NUT (m 6" 0.C. REF CONNECTION 4' EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (TYP. TOP & BOTTOM) SIDE CLOSURE REQ'D. (SEE SECTIONS OF ELEV.) O BUILD - OUT MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT (aT 6" O.C. FOR TYPE I & II AND Ca 12" 0.C. FOR TYPE III PANEL TO ANGLE DETAIL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1/4" MAX. , GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING (MAX. DESIGN LOAD s 72 PSF) I'l(11:.L THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ‘":"/ WALL MOUNT SECTION (BOTTOM) E SCALE : 3" = 1' -0" WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 3" PLYWOOD AND STUCCO FINISH NOT THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING/INSIDE s O MOUNT SECTION SCALE : 3" = 1' -0" ©CONT. FOR WOOD BLOCKING USE 1/4"0 x 1 -3/4" S.S. LAG SCREW W/ 1 -1/2" PEN TRATION INTO WOOD BLOCKING (a) 12" O.C. TWO 1/4 "0 x 4 -1/2" S.S. LAG SCREW (al 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING HOLLOW BLOCK WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (at 6" 0.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE 111 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) ©CONT. GLASS OR DOOR 1/4 -20 MACHINE BOLT b WINGNUT (� 6" 0.C. FOR TYPE 1& II AND (012 0.C. FOR TYPE 01 © CONT. 1/4 -20 MACHINE BOLT & NUT @ 12" 0.C. ) CONT. (TYP. OP & BOTTOM SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO TABL 2 FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION•TYPE 3" E FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION • IYPE 3' CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. LU co H 1/4 -20 MACHINE BOLT & WINGNUT (A 6" O.C. FOR TYPE I & 11 AND FASTENER. SEE C 12" 0.C. FOR TYPE III ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4" FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SIDE CLOSURE REQ'D. (SEE SECTIONS OF ELEV.) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS - HEADERS 0 & 0 CAN NOT BE USED IN COMBINATION WITH THIS DETAIL APPROVED AS COMPLYING WITH O ALT. BUILD -OUT MOUNT SECTIONFounift ILDING CODE re BY SCALE : 3 = 1' -0" PRODUCT COI tROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Nara: y • I m 2 Z W Z n a. Q ;00 Oy 111 01 -210 sneer 2 of 7 1 01/18/01 12:35 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN Tv = 125" 8'0" 8'1" Tf = .125" Tw =.125" If = .125" THREE 1/4 "O WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. CO 24" O.C. MAX. CONT. 4" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD x 72 PSF) O SOFFIT CONNECTION DETAIL SCALE : 3" - 1' -0" SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C. 2"x2 "x.093" STUDDED ANGLE FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4 2" x 3" x 1/8" OR 2" x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) ANGLE BUILD -OUT O SCALE :3' - 1' -0' WOOD ROOF TRUSS OR FRAMING MEMBER *14 SM5 BETWEEN TRUSSES CO 12" O.C. FINISH MATERIAL STUCCO. AND /OR PLYWOOD 4" . X. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2" x .093" ALUM. STUDDED ANGLE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE »12 555 @ 12" 0.0 12 w SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO (TABLE 2) 2" x 2" x .093" STUDDED ANGLE MAX. 1/8" TILE FINISH MATERIAL x 4" x 1/8" CONT. 3/4" PLYWOOD ALUM. TUBE 16063 -T6) 1/4 "0 POWERS RAWL CALK -IN 7" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" O.C. /4 "0 POWERS RAWL CALK -IN CO 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD z 72 PSF) O H "PASS THRU" DETAIL SCALE : 3" = 1' -0" FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1/4 "0 THRU BOLTS 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE THREE 5/16 "0 POWERS RAWL CALK -IN CO 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) HEADER MOUNT DETAIL O SCALE : 3" = 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) z I APPROVED AS COMPLYING WITH THE SOUTH FLORI . BUILDING CODE BY ��NIFI PRODUCT • - OL DMSION BULLRING CODE COMPWINCE OFFICE ACCEPTANCE NO.Qhc( Z4 . IS 2" x 5" x 1 /8" CONT. EXISTING CONCRETE ANGLE 6061 -T6 ALUM. W/ OR HOLLOW BLOCK SEE 1/4 "0 STUD @ 12" O.C. ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 0 1/4" STUD @ 12" 0.C. NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD : 72 PSFI EDGE MOUNT DETAIL SCALE : 3" = 1' -0" EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3 1/4 " -20 STUD & WING NUT @ 6" 0 C. FOR TYPE I & II C AND CO 12" O.C. FOR 0. TYPE III X 2" x 5" MAX. x .093" E STUDDED ANGLE (MAX. DESIGN LOAD z 72 PSF) \=". TRAP MOUNT DETAIL SCALE : 3" = 1' -0" X 5/16" 0 POWERS RAWL CALK -IN @ 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK W/ 5/16 " -18 MACHINE SCREW. 8 i a 01/18/01 VJ.KN a. FL LIc. No PE -. .903 2001 .i “11220 l.n e. {0..,*=z re..aav Ml 01 -210 ( sneer 3 01 7 01/18/01 12:35 2" x 2 "x .093" STUDDED ANGLE TWO 5/16 "0 POWERS RAWL CALK -IN (d 3 -1/8" 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. W/ 5/16 " -18 MACHINE SCREW 2" x 7" x 9' - 7" MAX. Tf = 0.13" Tw x 0.055" 6063 -T6 ALUMINUM LA BEAM $*12 x 1" ALUM. TEK 2" x 3" x 1/4" x 0' -8" SCREW OR 300 SERIES 6063 -T6 ALUM. ANGLE S.S. TEK SCREW (d 8" O.C. TYP. TWO -1/4 "0 THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) © STORM PANEL SUPPORT BEAM SCALE : 3" = 1 -0" USE REMOVABLE ANCHORS ONLY (0 6" 0.C. MAX. FOR TYPE I F. 0 AND (81 12" 0.C. MAX. FOR TYPE 111. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION. "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR © DIRECT MOUNT DETAIL SCALE : 3" . 1' -0" 41 Z m FINISH MATERIAL STUCCO, x AND /OR PLYWOOD a 1( 6 - u fW q12 SMS � CO 12" 0.C. FINISH MATERIAL STUCCO, AND /OR PLYWOOD 1/4 -20 5.5. MACHINE SCREW BOLT & WINGNUT CO PANEL MIOSPAN ("1 51" O.C. 2 " 1 x 2" x .OSS" 6063 -T6 ALUM. TUBE I Z X Q L 1/4 "0 MACHINE SCREW BOLT 1/4" POWERS CALK -IN W/ 7/8" EMBED. IN CONCRETE OR HOLLOW BLOCK CO 6" O.C. EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE (MAX. DESIGN LOAD : 72 PSF) 2" x 2" x .093" STUDDED ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" - 1' -0" MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE STORM PANEL O ALT. CORNER DETAIL SCALE : 3" = 1' -0" STORM PANEL 2" x 2" x .093" STUDDED ANGLE 1/4 " -20 MACHINE SCREW STUD & WING NUT (0 6" 0.C. FOR TYPE 1 & II AND 110 12" 0.C. FOR TYPE 111 1/4 "0 THRU BOLT CO 12" 0.C. ANGLE TO ANGLE.CONNECTIO 12" 3" 2" x 4" x 1/8" 2 "x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3" 1 -1/ ' MIN EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1 -1/2" MIN.1 EDGE DIST. NON- STRUCTURAL OT THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD ! 72 PSF) O STORM PANEL BUILD -OUT SCALE : 3" = 1' -0" /4" -20 MACHINE SCREW STUD & WING NUT @ 6" O.C. FOR TYPE I & II ANO f0 12" 0.C. FOR TYPE III 2" x 2" x .093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH . • 1. BUDDING CODE DATE aj • BY M1 /�!���._ PRODUCT ..'-OL DIVISION BUDDING CODE COMPUANCE OFRCE ACCEPTANCE NO. b 1 - 1 t / . 15 O $ t 0 } 01 7 vspli ti uag om zH draw. xrvl (=. "a :J[ -1 01 -210 sheet 4 of 7 I 01/18/01 12:38 POSITIVE DESIGN LOAD (WI (PSFI ACTUAL SHUTTER SPAN (LI IFT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR S BOLTS NO BAR (TYPE III ONLY) W/ NO BAR -- - 40.0 — � - 5 - 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - 4 2 -3/4 3 -3/4 2 -5/8 5 0.0 - 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 1 -3/4 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 3 -3/4 - 3 60.0 5 - 0 . -- - 2 -1/2 2 -1/2 1 -1/4 B- 5 2 -1/2 2 -1/2 2 8- 8 2 -1/2 2 -1/2 2 -1/8 10 - 0 3 3 -3/4 3 70.0 5- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9 -8 3 3 -3/4 3 80.0 4- 0 2 -1/2 2 -1/2 1 -1/4 B- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 3 -3/4 3 90.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/4 3 -3/4 2 -3/4 _ 100.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/4 2 -1/2 2 -1/2 110.0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120.0 4- 0 2 -1/2 2 -1/2 1 -1/6 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1/4 NEGATIVE DESIGN LOAD W (PSFI TYPE 1 TYPE 11 TYPE 111 ALL MOUNTING CONDITIONS W/ "U" HEADERS, "H" HEADERS W/ STUDS @ 6" 0.C. STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" 0.C. & DIRECT MOUNTS W/ ANCHORS @ 6" 0.C. (TOP & BOTTOM) STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" 0.0. & DIRECT MOUNTS W/ ANCHORS @ 6" OR 12" 0.0. (TOP 6 BOTTOM) x L max. (FT -IN) L max. (FT -IN) L max. (FT -IN) 30.0 8 -5 11 -4 11 -4 40.0 8- 5 11- 1 11- 1 50.0 8 -5 10 -6 10 -4 60.0 7 -9 10 -0 9 -5 65.0 7 -2 9- 10 9 -0 70.0 6- 7 9- 8 8- 8 75.0 6 -2 9 -6 8 -2 80.0 5- 9 9- 3 7- 8 90.0 5 -2 8 -9 6 -10 100.0 4 -7 8 -3 6 -2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 140.0 3 -3 6 -8 4 -4 150.0 3- 1 6- 3 4- 1 160.0 2 -10 5 -10 3 -10 170.0 2 -8 5 -6 3 -7 180.0 2 -7 5 -2 3 -5 190.0 2 -5 4 -11 3 -3 200.0 2- 3 4 -8 3 -1 01/18/01 12:38 NO TABLE 1 - STORM PANEL SCHEDULE FOR TYPE 111 - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER. to ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FL•'•.. : . • CODE DA f/ BY !11.r"'l.'A'u� PRODUCT •• i ' 01 DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 01 OI'L .1 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REOUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. r EDGE DISTANCE 9• EDGE DISTANCE 5• MAX. SPAN 8•_5•• MAX. SPAN 11 -4^ MAX. SPAN MAX. SPAN MAX. SPAN MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 MIN. 3,000 PSI CONCRETE 1/4 "0 CALK EMBED. SIDEWALK (3/4"0 r POWERS /RAW( -IN W/ 7/8" & 1/4 -20 BOLT HEAD/ 48 12 12 12 12 12 12 10 11 9 12 12 8 6 9 12 12 12 12 12 12 12 12 11 12 12 6 12 8 11 62 12 12 12 11 12 12 5 8 7 9 12 . 6 5 7 12 12 12 12 12 12 7 12 8 12 12 4 10 6 9 72 12 12 12 10 12 12 4 7 6 8 12 5 4 6 12 12 12 12 12 12 5 12 7 10 12 3 9 5 7 92 12 7 9 7 11 12 3 5 4 6 12 r 4 3 5 12 9 12 9 12 12 3 9 5 8 12 3 7 4 6 200 12 / 4 3 5 12 4 3 5 12.4 3 5 12 3 7 4 6 12 3 7 4 6 12 3 7 4 6 48 12 12 7 10 12 8 4 6 12 6 3 4 12 12 12 8 11 12 5 10 5 6 12 3 7 4 5 ( Q 62 12 • 11 5 8 12 6 3 4 9 / 4 3 12 12 12 6 8 12 3 8 4 5 10 / 6 3 3 111 1/4"0 POWERS ZAMAC 1 -1 /8" / / /RAWV NAIL-IN W/ MIN. IN. E MBED. EMBED. 72 12 9 4 6 10% 5 i 4 8 4 %/ 3 12 7 11 5 7 12/ 7 3 4 9 5 3 92 12 7 3 5 8 4 / , 3 7 3 12 4 9 4 6 9 j 5 3 3 7/ 7/ / 4 4 i V I 7 3 //200 ,,,,/ 7 3 % j J 7 / 3 / 7 4 j � 7 4 I . 1/4 "0 ELCO FEMALE PANELMATE W/ 1-1/4" MIN. EMBED. & 1/4 20 SIDEWALK BOLT 48 12 12 8 10 12 � 7 6 11 / 5 12 12 12 8 10 12 8 5 - 12 % 62 12 • 9 6 7 12 5 4 9% 4 12 11 11 6 8 12 6 4 9 ; 5 72 12 - 8 5 6 10 5 5 4 7 3 / 6 9 5 6 10 5 3 8 j 4 3 3 �/ �/ 92 12 6 4 5 8 3 3 6 3 �� / 12 3 3 7 4 5 5 8/ / 4 7 200 6 / 3 2 j 6 3 �/ 6 ' 7 r 3 �4 7 3 7 ma �1111111111111111111D � �(J , � �H 11 � 12 12 12 8 10 12 A 8 12 6 62 12 9 6 7 12 %� 5 9 fj % 4 12 11 11 6 8 12 6 9/ S 1/4 "0 ELCO MALE "PANELMATE" EMBEDMENT 72 12 8 5 6 10 7% /12 3 j/ � 12 6 9 5 6 10 5 8 j f 4 © / i JJJ 92 12 6 4 - 5 8 6 3 7 4 5 8 MIN 200 6 3 2 6 1/4 0 ITW TAPCON W/ 1 BEOM NT EMBEDMENT 48 12 12 10 12 12 112 tI 12 12 12 12 12 12 = 12 9 62 12 12 8 9 12 12 12 12 9 11 12 9 . 12 72 12 11 7 8 12 9 J 5 12 9 12 8 9 12 8 11 p 6 92 12 B 5 6 10 8 412 5 11 6 7 11 6 9 200 8 4 � 3 8 / B / f 4 9 / j 5 3 3 9 � 5 9� 7 5' 5 II MI 1/4 SLEEVE W/ 48 12 12 11 12 12 12 6 12 12 12 12 12 12 12 : • 12 10 - 11 62 12 11 8 10 12 - 12 5 12 12 12 11 12 12 10 12 7 0 DYNABOLT ANCHOR EMBEO. 72 12 9 7 9 12 / 10 4 12 10 12 9 11 12 9 • 12 6 92 12 = 7 5 7 11 12 6 12 7 8 12 7 11 5 200 9 3 3 9 9 3 1 7 j 5 3 4 11 j 5 11 y �j S ,II'I�I 1/4'0 (3/4 W/ 1 -1/4" 48 12 i 12 12 12 6 • d 12 8 12 12 12 12 12 12 12 12 fl 12 62 12 12 12 12 12 12 12 12 12 12 12 12 12 POWERS /RAWL DROP-IN & "0 HEAD) MIN. EMBED. 72 12 12 11 12 12 12 p 12 12 12 12 12 12 12 92 12 9 8 10 12 - 12 j 12 8 12 10 12 12 12 200 12 4 4 5 12 ff % 12 12 r 7 5 6 12 12 ' ■11fl111111111flfl11111111111111P� 3/16 "0 ELCO TAPCON 1 - 3/8" MIN. EMBED. 48 12 8 5 6 10 7 12 12 11 6 7 11 8 /// / 62 12 6 4 5 7/ � S j% 12 7 8 4 5 8 6 /, � / � 72 11 5 3 4 6 / / 5 12 4 7 4 4 7 � / / 5 / j 92 8 / 4 3 5 A74. / % 4 10 °' ! 55 3 33 5 /A44 200 4 jj %/ /j 4 ran 4 jjj/.%�//�%/ X /�� � % / /.jj% /A 4 jjj j/. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. WOOD SHALL BE SOUTHERN PINE G = 0.55 OR BETTER DENSITY. 5. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9. j DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES 10. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT 15 FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. a• REQUIRED FOR DIRECT MOUNT @ 6" OR 12" SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. APPROVED AS COMPLYING NTH THE SOUTHF •..(DA : • NGCODE DATE • 2 BY PRODUCT CO' 'OL DIVISION BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE ND.C)1 -cI 24 • ITT rD W Z 3Q. ¢2 cc ( ow z 0 r o 01 -210 sheet 6 of 7 1 01/18/01 12:39 revlolone A1%1U11111111111 W 12" SCREW ROD, S . -0 _ MAX. SPAN CONNECTION TYPE 3e EDGE DISTANCE 1V -4 5' -0" 8• -5•• 11' -4" MAX. SPAN MAX. SPAN MAX. SPAN MAX. SPAN CONNECTION CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE TYPE 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 12 11 6 8 12 4 6 3 5 10 / 4 , 3 12 12 12 7 11 12 5 10 4 6 12 / 7 3 4 9 8 4 6 10 / 5 4 8 / // 3 12 11 12 6 8 12 3 7 3 5 10 5/ 3 , cl 5 7 4 5 9 4 3 6 %// 3 " / 12 7 11 5 7 11 6 3 4 8 4 3 5 3 4 7 A 3 A 4 5 �� / 12 3 8 4 5 9 5 3 7 4 4 / 4 t m t V V jl j j j j r B %/ 4 5 ! % J j 4 V%/ V V / j 2 . 2 10 12 % 9 8 12 12 12 12 12 12 . f 10 8 12 5 y / % % % % / / �i.. 1 D • a �A �4dA 7 EON' 3 EEN %©E %%0P % %© % /a 4111a E N 40EE 9 11111H11 jr11111HIJ� 7 Mann j%©jj nn % �� A � f p©© ©j % jmj 3 i r'i l/% % r i /j J 4/ Fr r f r rr' 12 % 7 � ff 12 f f �, 6 © % %©% % % % % % % % N%I AEISEMMEIN % %%E y% 0" A'A© ',% AEFIE %,REIN% AIM' .% %M - v/f v /v /// 12 12 12 12 12 12 9 11 12 12 7 8 12 12 12 12 12 12 7 8 12 9 5 6 12 12 10 12 12 10 6 7 12 12 . 12 8 10 12 / 8 5 6 12 6 4 c 12 6 4 4 12 / 6 4 4 12 6 4 4 ANCHOR TYPE 1/4"0 POWERS /RAWL CALK -IN W/ 7/8" EMBED. & 1/4 -20 SIDEWALK BOLT (3/4 HEAD) 0 1/4 "0 POWERS /RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED. 11111111111111P 1/4 "0 ELCO FEMALE "PANELMATE W/ 1 -1/4" MIN. EMBED. & 1/4 20 SIDEWALK BOLT \\\3i 111 9 1111115 3, 55 1/4"0 ELCO MALE ' PANELMATE" W/ 1 -1/4" MIN. EMBEDMENT 7■ 9111111111411111111111111111111 1/4"0 ITW TAPCON W/ 1 -1/4" MIN EMBEDMENT 111 0111111111 1/4 "0 OYNABOLT SLEEVE ANCHOR W/1-1/8" MIN. EMBED. ■ 1914111111111111111111111111119 3/16 "0 ELCO TAPCON 1 -3/8" MIN. EMBED. 1/4 -20 ITW EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW W/ 2" MIN. EMBED. FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS LOAD (W) PSF MAX. 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 48 62 72 92 200 12 12 12 12 5 12 12 11 9 4 12 12 12 12 6 12 12 12 12 6 12 10 9 12 ANCHOR SCHEDULE 2e EDGE DISTANCE MAX. SPAN CONNECTION TYPE ANCHOR SCHEDULE • FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS L7r Z � I— VIj X0 W H u. ANCHOR TYPE 1 -3/4" MIN. IM91111111■111111111111io,.. 1/4"0 WOOD LAG SCREW W/ 1 -3/4 PENETRATION (SHEAR PARALLEL TO GRAIN) 1 -3/4" MIN. MI 111111111111111111111111110 . 1/4 "0 W000 LAG SCREW W/ 1 -3/4 PENETRATION (SHEAR PERPENDICULAR LOAD (W) PSF MAX. 48 62 72 92 200 48 62 72 92 200 3/4e EDGE DISTANCE MAX. SPAN CONNECTION TYPE 1 2 3 4 5 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 7 12 12 10 8 4 12 9 6 3 12 12 11 9 4 12 12 11 9 4 12 12 12 10 S 12 12 12 10 5 MAX. SPAN CONNECTION TYPE 1 2 3 4 5 12 12 12 12 12 12 12 12 12 12 9 5 4 3 9 5 4 3 9 7 6 4 4 7 5 5 3 3 10 8 6 5 4 10 8 6 5 4 12 9 8 6 5 12 9 8 6 5 11' -4" MAX. SPAN CONNECTION TYPE 1 2 3 4 5 12 5 7 7 9 12 3 5 6 7 12 4 5 6 12 4 4 5 12 4 4 5 12 5 5 7 9 12 3 4 6 7 12 3 5 6 12 3 4 5 12 3 4 5 ANCHOR NOTES: 1. 2. 3 4. 5. 6. 7. 8. 9. 10 . SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. PAGE 5. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" n 4" (MIN.) WOOD STUD. WOOD SHALL BE SOUTHERN PINE G e 0.55 OR BETTER DENSITY. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 - 20 SIDEWALK BOLTS. A DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING. WHERE EXISTING STRUCTURE 15 SHOWN AS CONCRETE, IT 15 FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. x REQUIRED FOR DIRECT MOUNT @ 6" OR 12" SPACING ONLY. YNT7 SPACING NOT TO EXCEED VALUE SPECIF��p ���1�gqNI.1CHOR SCHEDULE. APPROVEDA COMPLYING 1THE SOUTHFI 8 CODE OA 0 12 BY PRODUCT OL DIVISION BUILDING CODE COMPLIANCE OFFICE AuxP1ANCE t ar wol tor design:,; c.c. v tt r l 01 -210 .veer 7 of 7 01/18/01 12:29 NO DUSTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3 EDGE OISTANCE SPANS UP TO 5' - 0'" (SEE NOTE 1) SPANS UP TO 8' - 6 - (SEE NOTE 1) SPANS UP TO 12 -0 (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -6•' (SEE NOTE 1) SPANS UP TO 12' -0'• (SEE NOTE 1) 1 CONNEC 2 TYPE 3 TION 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 S 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 S 1 CONNECTION 2 TYPE 3 4 5 HOLLOW CONCRETE BLOCK 111u 1/4' o ITW 1 -1 /L•' MIN. `� 48.0 12 1 2 8 1 2 1 2 9 3 4 9 9 6 :. 3 6 5 , 12 12 12 12 12 12 4 7 12 12 8. ".,- 5 8 6 62.0 12 7 6 12 12 7 ;'j : 3 7 7 6 � •/: 3 6 3 12 9 9 12 12 9; ,�' 5 9 9 7' . '% 4 7 4 TAPCON W/ EMBEDMENT 72.0 10 4 5 10 10 6 r// 3 6 3 6 ''' 3 6 3 12 6 8 12 12 8' .:Y 4 8 4 7 ' - j 4 7 4 92.0 8 '.'/ 4 8 8 6 "/ 3 6 3 6/ 3 6 3 10 3 6 10 10 7; , 4 7 4 7 ,'' ' 4 7 4 200.0 6 • ''s;, 3 6 3 6 ,,//,/, 3 6 3 6 - // 3 6 3 7; - /.', 4 7 4 7 „// 4 7 4 7 '..,/, 4 7 4 * ' 1/4 ELCO HALE/ FEMALE - PANELMATE w/ 1 -1/4 not EMBEDMENT B. 1/4 -20 MACHINE SCREW WITH NUT ■ 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 4 1 0 5 12 1 2 11 12 12 12 3 6 12 12 10 ,-e. 5 10 5 72.0 12 8 8 12 12 10 ( / /, 4 10 6 10 : • ' 4 10 5 12 8 9 12 12 10 '.•'./ 5 10 6 10 ; ;' 5 10 5 92.0 12 4 6 12 12 10 '' • 4 10 5 10 % /,• - 4 10 S 12 4 7 12 12 10 ; ;"',. 5 10 5 10 <', 5 10 5 200.0 10 ;!� 4 10 5 10 r�2 4 10 5 10 //: 4 10 5 10 ;. j 5 10 5 10 , r ".;' 5 10 5 10 , ' //, 5 10 5 it 1/4 RAWL w/ 7/8 L 1/4 - 20 STEEL MACHINE 4 8.0 12 12 10 12 12 12 5 6 12 12 9 2' 4 9 7 12 12 12 12 12 12 6 9 12 12 12 3 6 12 9 frI 1 62.0 12 10 8 12 12 10 3 4 10 10 8 ',11 4 8 4 12 12 12 12 12 12 3 7 12 12 11 6 11 6 POWERS CALK -IN EMBEDMENT STAINLESS SCREW 72.0 12 7 7 12 12 9 /!• 4 9 5 8 /4 4 8 4 12 8 11 12 12 11 3 6 11 6 11 ' = 6 11 6 92.0 12 4 5 12 12 8 ,, •/, 4 8 1. 8 '// 4 8 4 12 5 8 12 12 11 r•- ,..,/ - / 6 11 6 11 ,''2 6 11 6 200.0 8 /, 4 8 4 8 , -! '// 4 8 4 8 / J� 4 8 4 11 ,� J / 6 11 6 11 1// 6 11 6 11 ',; 6 11 6 48.0 12 12 12 7 8 6 12 12 12 12 9 7 3 r- Z2 7 5 3 9 7 9 6 5 • /1,• � f 3 3 6 5 4 3 12 12 12 9 12 9 'T2 12 12 12 11 8 4 ' 7 5 11 8 11 8 8;/; 7 / 5 4 8 7 6 4 -) 62.0 1 /4"o RAWL NAIL - IN 1IN EMBEDMENT POWERS ZAM AC W/ 1 - 1/8" 72.0 10 4 5 10 10 6 e // 3 6 3 5 3 5 3 12 5 8 12 12 7 4 7 4 7 , / 4 7 4 92.0 8 •. . ''/ r " 4 8 8 5 r�'/ ,'/ / 3 5 3 '7 5 5 , ' � % 1 3 3 5 3 10 3 6 10 10 7 r / „ i 4 7 4 7 !�/ '% ! 1. 7 4 200.0 5. ,< ;// 3 5 3 S r J // 3 5 3 5 3 7 i; • ' " 4 7 4 7 ././,' 4 7 4 7 ;' % , 4 7 4 0 011 - JEE I /4 - 0 ITW RED HEAD OYNA8OLT SLEEVE ANCHOR W/1 -1/8" MIN. EMBED. . 48.0 12 12 8 12 12 8 3 5 8 8 6 // T 3 3 6 4 12 12 12 12 12 10 1. 7 10 10 7 .„ . 5 7 5 6 2.0 11 6 6 11 11 6 ;! -/ 3 6 6 5 5 3 12 8 9 12 12 8 . ; / 5 8 8 7 /,' 4 7 3 7 2.0 9 4 5 9 9 S '. 3 5 3 3 5 5 �, 3 3 5 5 3 3 12 9 5 3 8 6 12 9 12 9 7' 7 • y;'. ;; 4 4 7 7 4 3 7 7 ,':' -:• 4 4 7 7 3 3 92.0 7 - %// 4 7 7 5 ;! % i / 3 5 200.0 5 ,, //! 3 5 3 5 r ; ,'.•j 3 5 3 5 4. 3 5 3 7% 4 7 3 7, / ".j 4 7 3 7 '// 4 7 3 41411%1%11101 4 8.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 SCREW ROOT 6 2.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 1 12 6 12 12 12 12 5 10 12 10 r 2 1/4 -20 EPDXY S.S. MACHINE 2" MIN. ITW EPCON ANCHOR w/ 7 2.0 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 SCREW W/ EMBEO. 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12/17/98 15: 38 ANCHOR SCHEDULE FASTENER SPACINO ;INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 • SHEET 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EOGE DISTANCE. SELECT DESIGN LOAO GREATER THAN OR EQUAL TO NEGATIVE OESIGN LOAO ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY 8E CONCRETE. HOLLOW BLOCK OR w000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IOENTIFICATION OF CONNECTION TYPE 4. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYW000. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 - x4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. w000 STUO SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT REN EwED ACCEETANCE No.Ok - ()CO 4 • U Z TION DATL l\ /Pc / zco(o 1 rat ��i�✓�- By. 1 PRIDEAKfaNTROL DIVISION &JUIMNG CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT Aka - 8Y . . PRODUCT co 0L DIVISION BUILDING CODE COMPLIANCE OFFICE 4CCEP1ANCE NO t t " 02Og•o I I i - : I I w 1 V • O 0 ; a .0 2 U N LU Z FE 1 ' o ' VJ. KNCTCyICH Pth) EtSI0NA (MGM FL L.c • 00: 90_ qnU•. •:�MOCCO IK 0•.iQn br I Cb.Ck•d b d•v MO M.. 98 -312 .n.. • COPYRtGriT FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOAOS AND SPANS REQUIRED FOR VARIOUS OESIGN EXISTING STRUCTURE • . ANCHOR TYPE LOAD ( WI PSF MAX. E) NOTE MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12 -0" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8' -6'• (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 X CONNECTION 2 TYPE 3 L. 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 • CONCRETE 1 /4 1 -1/4" (MIN. 1111t11 "m ITW TAPCON W/ MIN. EMBEDMENT 3.100 P.3.I. CONCRETE) 48.0 12 12 12 12 12 12 6 7 12 12 12 3 S ' 12 9 12 12 12 12 12 12 8 12 12 12 12 4 8 12 11 6 2.0 12 12 10 12 12 12 4 6 12 12 11 3 5 11 6 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 11 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 7 92.0 12 5 7 12 12 11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 2 00.0 11 3 5 11 6 11 3 5 11 6 11 3 5 11 6 12 3 7 12 7 12 3 7 12 7 12 3 7 12 7 ,Ir nut a�,,-�� - ' 1 1/4 °o ELCO MALE/ FEMALE - PANELMATE W/ 1 -1/4 MIN. EMBEDMENT b 1/4_20 MACHINE SCREW WITH NUT (MIN. 3.000 P.8.1. CONCRETE) 4 8.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12 12 12 12 12 12 6 - 8 12 12 11 3 6 11 8 - 6 2.0 12 12 9 12 12 12 3 5 12 12 10 ; ;: i 4 10 5 12 12 11 12 12 12 3 6 12 12 10 ' // 5 10 5 72.0 12 8 8 12 12 10 , % % „' 4. 10 6 10 ��!. 4 10 5 12 8 9 12 12 10 �:. ' . S 10 6 10 , ; j 5 10 5 92.0 12 4 6 12 12 10 • •, 4 10 5 10 , ;•, ` 4 10 5 12 L. 7 12 12 10 . ; y>. 5 10 5 10 . 5 10 5 200.0 10 ,, ;!% L 1 0 5 10 ,'�j 4 10 5 10 - . ; j; 4 10 5 10 , , 5 10 5 10 r. . % • 5 10 5 10 ' ', 5 10 5 / 1 /4 °m RAwL w/ 7/8" b 1/4 - 20 STEEL MACHINE (MIN. 3.000 P.8.1. POWERS CALK -IN EMBEDMENT STAINLESS CONCRETE) SCREW 4 8.0 12 12 12 12 12 12 12 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 8 12 12 12 62.0 12 12 12 12 12 12 7 8 12 12 12 5 7 12 11 12 12 12 12 12 12 9 12 12 12 12 7 11 12 12 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11 12 12 12 12 12 12 7 12 12 12 12 7 11 12 12 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 2 0 0.0 12 5 7 12 11 1 12 5 7 12 11 12 5 7 12 11 - 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 4 8.0 12 12 11 12 12 12 5 6 12 12 10 / /�. • 4 10 7 12 12 12 12 12 12 6 10 12 12 12 3 7 12 _ 9 1J 6 2.0 12 11 9 12 12 11 3 5 11 11 9 9 9 /% /, % ; � 4 4. 4 9 9 9 5 5 5 12 12 12 12 9 5 12 11 9 12 12 12 12 12 12 12 12 11 4 3 3 8 6 6 12 12 11 12 7 6 11 11 • 11 3 3 3 6 6 6 11 11 11 6 6 6 NAIL (MIN. 1/4 - 0 POWERS RAWL ZAMAC -IN W/ 1-1/8 MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 72.0 12 7 7 12 12 9 9 ;� ' ,� 4 4 9 9 5 5 92.0 12 a 6 12 12 200.0 9 ,.//' 4 9 5 9 '/ %! 4 9 5 9 / ,- 4. 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 f.! 1/4 DYNABOLT ANCHOR (MIN 4 8.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 9 12 12 12 12 5 9 12 12 1 62.0 12 12 11 12 12 12 4. 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 ITW RED HEAO SLEEVE W /1 -1/8" MIN. EMBED. 2.100 P.9.1. CONCRETE) 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12 7 12 7 12 12 12 12 4 8 12 9 12 4 8 12 9 200.0 ` 12 3 5 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 - - L 1/4 BOLT 1-1/4•• (MIN. ' 4 8.0 12 12 12 12 12 12 11 10 12 12 12 6 7 12 12 12 12 12 12 12 12 12 12 12 12 12 7 .1.2 L2 12 ` W 11� 62.0 12 12 12 12 12 12 7 8 12 12 12 5 6 12 10 12 12 12 12 12 12 8 12 12 12 12 6 :.1 11 12 12 1/4••0 POWERS RAWL DROP -IN -20 SIDEWALK (3/4 - o HEAD) W/ MIN. g gOM 2.000 P.9.1. .1. CONCRETE) 72.0 12 12 12 12 12 12 5 7 12 12 12 5 6 12 10 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 12 12 12 12 6 11 12 12 12 6 11 12 12 2 00.0 12 5 6 12 10 12 5 6 12 10 12 5 6 12 10 12 6 11 12 12 12 6 11 12 12 12 6 11 12 12 12/17/98 15:38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN 3. EXISTING STRUCTURE MAY 8E CONCRETE, HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION OETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4.. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE ExCLUOES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. W000 FRAMING CONDITIONS VARY. FIELO VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 - x4•• (MIN.) W000 STUD. 3/4'" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL 8E "SOUTHERN PINE G =0.55 OR GREATER DENSITY. LAG SCREwS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAO. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAO, TRUSS HEAD, OR WAFER HEAO (SIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. •• DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. PRODUCT REN WED ACCEPTANCE No. 0 - Ob 14- C EVatitTIO DAT, 11 /U1 / z C oL, By APPROVED AS COMPLYING WITH THE SOUTH FLORIO BUILDING CODE DAT ' a BY PRODUCT C r' ROL OIVISION BUILDING CODE COMPLIANCE OFFICE 4CCEP1ANCE NO. 9c( PRD •' • • NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE 1_ • c • 0 T 4 • } = o . >i g _ . L V.J. KKZ[VKN PROFESSIONAL E FL Lien PE 0010 0 I •c.l -- TC dr 4 +s N O Jl !KCJ a a i•n i d dr.vin• n•. 98 -312 •n•.1•N • FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REGUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSI: MAX. (SEE NOTE 1) MIN. 3/4 EDGE DISTANCE SPANS UP TO 5•_0•• (SEE NOTE 1) SPANS UP TO 8" -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 1. 5 1 CONNECTION 2 TYPE 3 4 5 aaoM • X 511111111 111111U1111111110- 1/6'•41 W000 LAG SCREW w/ 1 - 3/4 - THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 4 8.0 12 12 12 12 12 12 12 9 12 12 12 6 6 12 , 12 6 2.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 12 5 6 12 11 12 5 6 12 11 I 1111111111111111111111111 1/4-41 w000 LAG SCREW W/ 1 -3/4 THREAD PENETRATION (SHEAR PERPENOICULAR TO GRAIN) 4 8.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 6 2.0 12 12 9 12 12 12 7 5 12 12 12 5 1. 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 .or rait/sEmszotp- *]�i 1/4 - 11 EL FEMALE - PANELMATE - w/ 1 -7/8 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 6 2.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 12 12 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 6 7/16 BRASS WOOD 8USHING w/ 5/8" EMBED. ANO 3/4 MIN. EOGE DISTANCE 6 2.0 12 12 9 12 12 11 3 5 11 11 9 ';//, 4 9 5 72.0 12 7 8 12 12 10 .i. 1. 10 6 9 /;, 4 9 92.0 12 4 6 12 12 9 '?/- 4 9 5 9 e // 4 9 Itn 200.0 9 r 1.// I- 9 5 9 V V 4 9 5 9> '. 4 9 5 1 12/17/98 13:38 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MA TERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE OISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) W000 STUD. 3/4'• EOGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "'SOUTHERN PINE"' 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 " ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHEREO WINGNUT. NUT OR MACHINE SCREW. PRODUCT RENEWED ACCEPTANCBNoOk-U$\ 0 EXPIRATION DAT, 11 /b'1 / 2.CX.) to 8UILDINO CODE COMPLIANCE OPPi=B DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. APPROVED AS COMPLYING WITH THE SOUTH BUILDING COOE OATS I 111 R GL ey 19 BY PRODUCT COT Ot DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ctQ -Q�,� •oi • • O • • 0 S � LL W N u z O S • � J - LL W J X • /. < a Z a W :1 Y G 0 L L , o = a 0 • 4 N W z a co! u oc 0 r • • . al <<..t _I L _i_ I VJ. KMI2E 14 PROF(SSIOMA 7 JN(U1 FL Li< • No. PE •0 • B3 I:. ASSOCIATES. IN N EGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE III TYPE IV "U" & - 14 - HEADERS WITH STUD SILLS @ 6" O.C. OR "F" TRACK WITH BOLTS @ 6" 0 C. ,r! FOR STUDDED ANGLE MOUNTS. - F - TRACK MOUNTS W/ STUDS (a/ 6 " O.C. & DIRECT MOUNTS W/ ANCHORS (al 6" 0.C. (TOP Z BOTTOM) -Ar ""U"" & "H" HEADERS WITH STUD SILLS (M 12" O.C. OR "F" TRACK WITH BOLTS @, 12" O.C. . 'Or FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS (a) 12" O.C. & DIRECT MOUNTS W/ ANCHORS ® 12" 0.C. MAX. (TOP E. BOTTOM) 14 7k' L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 - 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4 -4 2 -9 4 - POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30 0 5 - 0 2 -5/8 1 -1/8 7 - 1. 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - -- ,- 2-5/8 _ 1-1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/1. 1 -1/2 11 -2 3 3 60.0 5 - 0 - 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70.0 - - 80.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 - 10 - 3 5 - 0 3 3 - 2 -5/8 - -- - 1 -1/8 7 - 1. 2 -5/8 1 -5/8 9 - 11 3 3 90.0 4 - 0 2-5/8 1 -1/e 7 - 1. 2 -5/8 1 -3/4 9 - 7 3 3 100.0 • 4 - 0 2 -5/8 1 -1/8 7'- 1. 2 -5/8 1 -7/8 9 - 1 3 3 110.0 4 - 0 2 -5 /a 1 -1/3 - - 7 - 1. 2 -5/8 1 -1/2 8 - 8 3 3 • 120.0 4 - 0 2 -5/8 1 -1/9 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 12/17/98 15:38 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. ,t L. FOR TYPE I & II - BOLTS REQUIRED (a) MIOSPAN TO HOLD PANEL SEAMS TOGETHER. ' r. FOR TYPE III E. IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE PRODUCT RENEWED ACCEPTANCE NoQ1 O c A 1 L I - 0 2 EXPIRATION DATE 11 coq) z RO NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT �19 BY PRODUCT CONF(IOL DIV(S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c i q - O L amt._ Li z w Q U o t7 s (n N Q V 2 S 0 U = > > < w Z { W J. ( N v Y .3 o _ Z - Z Y J < • ab 5J agt ti w • zH 4 4IA F V.1. KIRZZ PROFESSIONAL [R FL Lic 1 No PE00•'.3 F : _0. _J999 •t. u/ui l ■ 41 Nor go ld: a.•I•n er I c,,•srlj v v . 24 , 98 -312 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2- x 5- Tw = .125" TI = .125" 5 . -0 .. 9 • -5 •. 8' -0" 8 -t" ci L ! W • / / • / ' EDGE' / —' —� FASTENER. SEE %. f OIST.�.-- ANCHOR SCHEDULE I Y REF. CONNECTION `TYPE 3' I , 2" MIN•' O TRAP MOUNT DETAIL R SCALE : 3" = 1' -0" 12/17/98 15:37 — EXISTING CONCRETE j OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD 1/4" -20 STUD E. WING NUT @ 6" O.C. FOR TYPE I S. II AND @ 12" O.C. FOR TYPE III 3 IV �— 2 " x 5" MAX. x .093" STUDDED ANGLE 11' x 2' I x .055" 6063 -T6 ALUM. TUBE] 2' x 2' , . / FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION `TYPE 1 W W • -o — FINISH MATERIAL STUCCO. .EDGE / AND /OR PLYWOOD C' ST.`S FASTENER. SEE ANCHOR '/ % : • . r REF. CONNECTION L - TYPE 3 2 " MIN. C3 1/4•' -20 STUD & WINGNUT PANEL PANEL TO ANGLE CONNECTION @ 6" O.C. -- ' / 2 " x 5" MAX. x .093" / STUDDED ANGLE W tal N _ = J L7 Q Z r W J 2" x 2" x .093" STUDDED ANGLE 1/4 "0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" 1' -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O ALT. TRAP MOUNT DETAIL S SCALE : 3" = 1' -0 " 2" x 2" x .093" STUDDED ANGLE 1/4" - 20 STUD & WING NUT @ 6" O.C. FOR TYPE I E. II ANO (I 12" O.C. FOR TYPE III & IV THREE 5/16 "m POWERS RAWL CALK -IN (B 3-1/8" O.C. W/ I MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST. EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PRODUCT RENEWED ACCEPTANCE Na O\ - 0% \ y 'b i. IDCPIRATION DATA '\ /CA L ZU CU (o By Ye PRO , - • NTROL DIVISION BUILDING • • DE COMPLIANCE OFFICE 2" x 2 "x .093" STUDDED ANGLE — 2" x 3" x 1/4 x 0 " - " 6063 -T6 ALUM. ANGLE •'-TWO -1/4"0 THRU BOLTS ALT. LEG DIRECTION NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSFI O T STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" 1/4"0 THRU BOLT @ 12" O.C. ANGLE TO ANGLE CONNECTION 2" x x 3' Ix 1 /8" 2 "4" 6063 -T6 ANGLE \ \ . FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'T \ YPE 3• I 2" MIN. NOTE: H Oi I M - 1612 SMS r T -./ @ 12" O.C. - , —ALUM. BEAM (SEE BEAM , SCHEDULE BELOW FOR 0.- Tr BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) I ` 1/4" -20 STUD E. WING NUT @ 6" O.C. FOR TYPE I & II i AND @ 12" O.C. FOR TYPE III & IV ■-- `- NON- STRUCTURAL 2" x 2" x .093" EDGE DIST. STUD ANGLE THIS DETAIL MAY BE USED NiPR0VE0 AS COMPLYING WITH T11 TOP OR BOTTOM OF PANEL. SOUTH FLORIDA BUILDING CODE DAT (Y1 BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.gq - (0109.01 STORM PANEL BUILD -OUT SCALE : 3" f 1 ■0 J W z .4 a X 0 O • I— l7 E Z • W J J IW W 'W. .4 J a = -I • I f- m I ID . Z I a .. E W I J 0 wrY (-) 7 Y 4 L 4 a. E lu I C a, 1 • 0; o � f 2 Li. 1 V KMR ZLNCN PROFESS GINCEU I FL. Lic • No. PE 0 ` n ^� i _1999 l dais I 4 NG,[jL ,ICJ viN _VA tr ...ln• n.. 98 -312 II/141f!) i.F• Atlantic Shutters, Inc. ACCEPTANCE No. : 01- 0814.02 APPROVED 10/04/2001 EXPIRES 11/09/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE -3- iI `' `�' 4. N �� Helm A f ear P.E. y - Product Control Examiner Product Control Division Atlantic Shutters, Inc. NOTICE OF ACCEPTANCE: ACCEPTANCE No. : 01- 0814.02 APPROVED 10 /04/2001 EXPIRES 11/09/2006 SPECIFIC CONDITIONS 1 SCOPE This renews the Notice of Acceptance No. 99- 0208.01, which was approved on March 4, 1999. It approves a 0.035" (min.) 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. PRODUCT DESCRIPTION This 0.035" (min.) galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -312, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated December 16, 1998, sheets I through 9 of 9, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control approval and renewal stamps 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 This 0.035" (min.) 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. 1-1 /4. Helmy A. Makar, P. E. - Product Control Examiner Product Control Division NI IA11410 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0814.02 EXPIRES: 11/09/2006 PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shutters Inc. 15421 West Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 APPROVED: 10 /04 /2001 MI.- vII -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE CONII'LIANCE OFFICE \Ifi"fRO- I)AI)li I'IAGLER 13t111.DINc 1.11) wNsT FLAGI.I:R Si RI;L I'. SUITE: 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 - FAX (305) 375 -2908 CONTRACIIM I.IcI:NsIN(; til {("rI ,.' (305) 375 -2527 FAX (305) 375 -255s C()N'rlt.\L roll ENFORCK.\II•:NT DIVISION (305) 375-2966 1 AX (30$) 375 - I'140Dt:Cr CONI 1t01. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of 0.035" (min.) Galvanized Steel Storm Panels Shutter 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS THE 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 Miami - Dade County. Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s 04500 0I \pc2000 \ \cemplaces\nocice accepunce cover page.doc Internet mail address: postmaster ®buildingcodeonline.com ® Homepage: http : / /www.buildingcodeonlinc.com BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x S' Tw :.125• TI' ..125" S -0" 9 -S" 8' -0•' 8' -1" W /W 11 17 00 •l. 1 7 1 -1/2" MIN. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C. 2" x 2" x .093" STUDDED ANGLE EMB WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 1 5' TO 10' 1 '.111 1111 1.1111 11 1111111'. 11 1` . 1 1 1 \' 11111 p \%t 11111111 \pl \II:1i11111{1' 111,1111;, \' \ \ \1 , ANGLE BUILD -OUT SCALC • )" • 1• -0 - PLYWOOD E. STUCCO FINISH (MAX. DESIGN LOAD s 72 PSF) O POCK DOOR DETAIL SCALE : 3" = V -0" -\ W J m I- W W 1N —FASTENER. SEE REF. CONNECT ON 4• L EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHEID. BASED ON TYPE OF STRUCTURE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2 "x3"x1 /8 "OR2 "x 5 x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) �-- 1/2 -13 MACHINE SCREW NUT / r 1/2 "m POWERS RAWL / CALK - IN Cal 12'• O.C. w/ 1/2 -13 MACHINE SCREW 1/4" MAX. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE t7 0 SEE MIN. STORM PANEL SEPARA FROM GLASS SCHEO. (TABLE 21 GLASS OR ODOR 2" x 2" x .093" ALUM. STUDDED ANGLE r 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ / 1/4" 0 THRU BOLT TO HEADER Col 12 O.C. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEO. BASED ON TYPE OF STRUCTURE FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO- 1 /4 "0 THRU BOLTS r - 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE Tw #12 SMS Cat 12" O.C. THREE 5/16 - 0 POWERS RAWL CALK -IN Cal 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST. (MAX. DESIGN LOAD s 72 PSF) HEADER MOUNT DETAIL SCALE : 3" s T i' ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION E. MAX. HORIZONTAL SPANS) Z 4 X Q. E SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO. (TABLE 2) 2" x 2 x .093" STUDDED ANGLE r MAX. 1/8 " TILE FINISH MATERIAL — 1/2 "0 THRU BOLT @ 12 O.C. 1/4 "0 POWERS RAWL CALK -IN @ 12 O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW Cal 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD : 72 PSF) "PASS THRU' DETAIL OM SCALE : 3" = 1 ._ 0 .. PRODUCT [ZI:NEwED ACCEPTANCE Non �' O R \ COZ. EXPIRATION DAT• ` bet I Zoolo B }�� -v �,q • k (-1•i- -1 PRODNTROL DIVf8F0D) WILDING CODE COMP iANC$ O?PIC8 1" x 3" 2" x 3' EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 3' /4'• PLYWOOD ; z im 2" x 4" x 1/8" CONT. .UM. TUBE (6063 -T6) /� v+ , o 1/4 POWERS RAWL CALK -IN @ S' / / v . O.C. WITH 7/8" MIN. EMS. IN CONC. OR 1 ,' i' W �- HOLLOW BLOCK OR 1/4 LAG SCREWr , / ` `' -'�'— . — Cal 12" O.C. W/ 1 -1/2" MIN. EMB. '/ ,. 'EMB • IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER t'. / / / L EXISTING CONCRETE 1/6 STUD @ 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 0 I x .055" 6063 -T6 ALUM. TUBE FINISH MATERIAL. STUCCO AND /OR PLYWOOD —� EDGE MOUNT DETAIL SCALE : 3"• = 1' -0" O HEADER MOUNT DETAIL SCALE : 3 = 1' -0 — 5/16" 0 POWERS RAWL CALK -IN @ 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. '2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. w/ NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT ' A C D 19 ti Ft BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Ct Ct - 02 / /FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" 1/4" MAX. X1/2" MAX. X E W W UZ Z� >' CO c 0 w N 4 4 0 2 . 0 0 a i r P. J LaJ a J 4 4 ta - 0 O: 0 3 J r 1 0 0 0 L 4 1[1 98 -312 I •1•••1 a of • ai z N I A 0 VI N 4 { t W N W z 0 O. o. o•, t 0 0 r 0 v 141 o �� v C ----.==-. w I2/17/O 15:37 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR -I PLYWOOD AND STUCCO FINISH 4 •MV111'.1r 1, 11•r'1\1r1.11r ■ .1 r• 1 N EMBE / 2" x 6" P.T. WOOD BLOCKING 1/4 -20 S.S. BOLT & WINGNUT (al 12" O.C. J (MAX. DESIGN LOAD t 72 PSF) SCALE : 3" = 1' -0"' MIN. 2" x 2" x .125" / MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL z ANGLE CORNER DETAIL SCALE : 3" = 1' -0" STORM PANEL z H l7 w -J J z a X CONT. Z STORM PANEL GLASS OR DOOR 1/4 -20 MACHINE BOLT 3. WINGNUT (al 6 O.C; FOR TYPE I8 ANO @ 12" O.C. FOR TYPE III 3, IV O6 CONT. — FOR w000 BLOCKING USE 1/4"0 S.S. LAG SCREW w/ 1 PENETRATION INTO WOOD BLOCKING (al 12" O.C. TWO 1/4"0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS PRODUCT RENEWED ACCEPT4NCE NOTE: THIS DETAIL MAY BE USED 11 /0 /ZOO L AT TOP OR BOTTOM OF PANELS. EXPIRATION D\Tt WALL MOUNT SECTION (BOTTOM) By PRODC CON DNTBIW $UiDING CODE COMPLIANCE COPPICE CONT. 6" x .250" ALUM. PLATE ACROSS W000 JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES - Wi - O ' W EMBED THREE 1/4"m W000 LAG SCREWS W/ 2-1/2" MIN. EMBED. (8 24" O.C. MAX. — V 1!2" 1 • ■ J O SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" (TABLE 21 (MAX. DESIGN LOAD t 72 PSF) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. ® CONT. 1/4 -20 MACHINE BOLT 3. NUT @ 12" 0.C.--\ 05 CONT. (TYP. � OP E. BOTTOM \ \ `- EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" — WOOD ROOF TRUSS OR FRAMING MEMBER SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1114 SMS BETWEEN 1/4" MAX. / / TRUSSES (8 12" O.C. d" USE REMOVABLE ANCHORS ONLY (D 6." O.C. MAX. FOR TYPE I & II AND (8 12" O.C. MAX. FOR TYPE III & IV. BUT 00 NOT EXCEED ANCHOR SCHEOULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 1/4 -20 MACHINE BOLT & WINGNUT (al 6" O.C. FOR TYPE I & II AND ((a 12" O.C. FOR TYPE III & - FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION ' 'TE 4' FINISH MATERIAL STUCCO. AND /OR PLYWOOD SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHEO. (TABLE 2) A SIDE CLOSURE REQ'O. (SEE PLAN VIEW SEC. A / 1) GLASS OR DOOR / -- .FINISH MATERIAL STUCCO. NI Z —44A2." -44A2." AND /OR PLYWOOD E ,, , / SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) IV EMBED ri. FINISH MATERIAL STUCCO, / ANO /OR PLYWOOD FASTENER. SEE / ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4' r SCALE : 3" = 1' -0" ,—FINISH MATERIAL STUCCO. ' AND /OR PLYWOOD •pmt• =i Z � r WI W WI < t7 • Z , I - al W X' N <1 El O H DIRECT MOUNT DETAIL SCALE : 3" = 1' -0" 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER Cal 12" O.C. 1/4" MAX. -J W z 4 a. X Q E AP OVED AS COMPLYING WITH THE SOUTH BUILDING CODE (MAX. DESIGN LOAD t 72 PAT Re.i. BY o ANGLE BUILD - OUT PRODUCT 1 OIVIS ON 19 BUILDING CODE COMPLIANCE Off ICE ACCEPTANCE NO. 1 0 •01 Sr. N - c s • I V J. Ic, PAW II ISO FL Lic Pe 0 3 N I ' , i i " a; I Nor III AD- niui•J •$...,car"'"' J e•.lyn e, I b vJ vw� QI •.iwg n•. 98- 312 •n••1 S •► • �� I7/17/QA 1 .. t4 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE EMBE ANCHOR SCHED. BASED % , ON TYPE OF STRUCTURE F • _„ SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE. .O HOLLOW BLOCK OR t U• W000 FRAMING. SEE O ANCHOR SCHED. BASED W ON TYPE OF STRUCTURE / / EMBED / , EXISTING CONCRETE. � .EMBED HOLLOW BLOCK OR / • WOOD FRAMING. SEE V ANCHOR SCHED. BASED /o ON TYPE OF STRUCTURE -- GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE !tt ANGLE TO WALL DETAIL / SO CONT. (TYP. TOP E. BOTTOM SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 21 "- FASTENER. SEE ANCHOR SCHEOULE REF. CONNECTION `TYPE 4• WALL MOUNT SECTION SCALE : 3 " = 1' -0" — FINISH MATERIAL STUCCO. AND /OR PLYWOOD /-- FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4• — FINISH MATERIAL STUCCO. ANO /OR PLY`.r000 — FASTENER SEE ANCHOR SCHEDULE REF. CONNEC TION TYPE 2• 11/2" MAX : N CONT:-\ SCALE : 3•' a 1• - 0•• OCONT. 1/6 -20 MACHINE BOLT & NUT 12'• O.C. -c31 1/4'• MAX. PANEL TO ANGLE DETAIL a } 1 • 1/4 -20 MACHINE 'BOLT & NUT @ 6•' O.C. — FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION"PI'PE4' ■ SIDE CLOSURE REO (SEE PLAN VIEW SEC. (MAX. OESIGN LOAO = -130 P.S.F. \ -100 P.S.F. J BUILD -OUT MOUNT SECTION 1/1. MAX. A /1) GLASS OR 000R SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 -20 MACHINE BOLT & WINGNUT (a) 6" 0.C. FOR TYPE I & 11 ANO Ca 12 O.C. FOR TYPE 111 S. IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR W000 FRAMING EDGE DIST W Y 1- w 0 FASTENER. SEE FASTENER. SEE `, ANCHOR SCHEDULE ANCHOR SCHEDULE REF. CONNECTION •TYPE 3' REF. CONNECTION - TYPE 3• 1. p ,' EDGE - —� ' ON TYPE OF STRUCTURE ! EXISTING CONCRETE. -� E' E0. m ,� EO. ! 01ST. HOLLOW BLOCK OR W000 FRAMING. SEE f w ANCHOR SCHED. BASED /1 ? 1/6-20 MACHINE BOLT & WINGNUT (al 6'• 0.C. FOR TYPE I & 11 ANO (d) 12'• O.C. FOR TYPE III 3, Iv NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3'• = 1' -0'• PLYWOOD AND STUCCO FINISH/ I / .-/ EMBED f /,.4TYP) W � L7 N ? W O r PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "• MAX. EXISTING CONCRETE. ' L --- - -- HOLLOW BLOCK OR (1 "A 1" W000 FRAMING. SEE . - ; ANCHOR SCHED. BASED T / ; • - , I ON TYPE OF STRUCTURE % 1 EDGE DIST.-j ©CON T. \ ` W000 FRAMING (TYP.) ANGLE TO WALL DETAIL ©C0 NT. GLASS OR DOOR — WALL MOUNT SECTION SCALE : 3 a 1• -0 L CEILING/INSIDE MOUNT SECTION _ SCALE : 3" = 1' -0" EXISTING STUCCO FINISH (TYP ) 1/4 -20 MACHINE BOLT S. WINGNUT 6" O.C. FOR TYPE 13. 11ANO@ 12" 0.C. FOR TYPE III 3. Iv a w w - FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION`iYPE1 USE REMOVABLE ANCHORS ONLY @ 6 0.C. MAX. • FOR TYPE 1 & 11 AND @ 12" O.C. MAX. FOR TYPE i III S. IV. BUT 00 NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE and REF. CONNECTION 'TYPE 1' (LOCATE FASTENER Q IN NARROW PORTION OF KEYHOLE SLOT) 1/4" MAX, — a CONT. L 1/6-20 MACHINE BOLT & WINGNUT (la 6'• 0.C. FOR TYPE I & II AND (a) 12 O.C. FOR TYPE III & Iv PANEL TO ANGLE DETAIL ,- 1/4 " MAX. APPROVED AS COMPLYING WITH THE SOUTH FIORIOA U!LDC1C CODE DATE i PA U t' 19 BY PROOUCT COfTiROL COTS ON BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO 41.01_2_1__ _ —J FL L. PE 0 903• A awl 1 al an al/ iA U w • � p I i o N� >I g is t 1Tr • - V J. KKZ[VICH PROfESSIOR♦ . NGU4(R a • No. _ 1.3_1998 ��J se •a »Otto IK IO•II• vb7)Th•tI•• b1 r e. •.. 1 • . , .• � . 98 -31 •n•66 t of • 0• si 0 0! . - �I 20 "h" HEADER 12/17/98 15: 38 SCALE 3" = 1•- 0" PRODUCT MARKING LOCATION / .170r 75r 12.00" COVERAGE 13.50" FULL PANEL 066"= 1 2.00 PRODUCT MARKING / (OPTIONAL LOCATION) 0 STORM PANEL SCALE : 3" a 1'- 0" 1e 066 " — 307';666" • .122 o (TYP ____ HORIZONTAL LEG SCALE : 3" = 1'• 0" SCALE : 3 " = 1 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (r = .035") CONFORMING TO ASTM A6S3. STRUCTURAL QUALITY. GRADE SO. G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 1.. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH. FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE 18 II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIOSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE 18 II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE 1 8. II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV. NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026, 96-006 AND 96 -006R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 6.00" COVERAGE 7.50" HALF PANEL OPTIONAL (LEFT OR RIGHT) 30 "U" HEADER ® OPTIONAL ANGLE 50 ANGLE I n. - 120"" TYP N I VARIES: 5.25" MAX.! SCALE : 3" = 1'- 0" - 1/4 - X 3/4" MIN. / o PUNCHED INTO ANGLE ' . (SEE DETAILS FOR SPACING) ° 010 ,93 " TYP. • 2. 00"' 1 ® STUDDED ANGLE SCALE : 3" = 1'- 0" .Q@5'; Ca 1 .OS " ` .25 (ZAMAC 3 ALLOY) Q7 WASHERED WINGNUT SCALE . HALF SIZE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR \ EQUAL TO 100 PSF 8 (a 6" O.C. FOR DESIGN LOADS GREATER \ THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS TYP. (SEE NOTE #61 TOP MOUNT tu m I Q J tri W J J W 4 X Z J Q I— z 0 4 0 0 - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5•' x .125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) - .(PERP. (`TYP) (TYP) 1/1." MAX. &, WIDTH UNLIMITED TO PANEL SPAN) SECTION q • r = OVERLAP FASTENERS - (SEE PLAN VIEW 8. NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED (PERP. TO PANEL SPANr TOP MOUNT SECTION r , TYPICAL ELEVATION - TYPE III 1/4" MAX. Q SECTION A SCALE: 1 -1/2" a 1• -0" TOP MOUNT OR DIRECT MOUNT-- ,I(PERP. TO PANEL SPANS SEC TION A BOTTOM MOUNT EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) • z� 8 eco BOTTOM ROUNT ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK/ THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. —� W J —. • J < I- I— t" Q N 1/1 C X o— 2 ▪ Q � J J J Q w • V Z - d , w XI- Q F — - BOTTOM a p q c MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW 8 NOTE 6) TYPICAL ELEVATION - TYPE II (° P) (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) WIOTM UNLIMITED WIDTH UNLIMITED (PERP. TO PANEL SPAN - TOP i OR DIRECT MOUNT / e (TyP) L BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (al 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1 -1/2 "" _ 1 MIN. L I- 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT et 19 (Di ! PRODUCT CO ROL DIVIS!OII BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Cri - 010"f-ell U z N w U 0 cn cn Q 0 w . N •w • z O 0 U . N 2 soi W O z 0 0 ( VJ. K CV H II'RUFttsI• AL ,I N((R fL L. •No. I •CN• drs •II b A• Morel - ! c J I a.. iyn evil • e1 vi_J _ -_Y ar w1•9 n• 98 -312 Si..., •• I•F• ill N III 0• si 0 0! . - �I 20 "h" HEADER 12/17/98 15: 38 SCALE 3" = 1•- 0" PRODUCT MARKING LOCATION / .170r 75r 12.00" COVERAGE 13.50" FULL PANEL 066"= 1 2.00 PRODUCT MARKING / (OPTIONAL LOCATION) 0 STORM PANEL SCALE : 3" a 1'- 0" 1e 066 " — 307';666" • .122 o (TYP ____ HORIZONTAL LEG SCALE : 3" = 1'• 0" SCALE : 3 " = 1 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (r = .035") CONFORMING TO ASTM A6S3. STRUCTURAL QUALITY. GRADE SO. G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 1.. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: ATLANTIC SHUTTERS. INC. NORTH MIAMI BEACH. FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE 18 II PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIOSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE 18 II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144", USE FASTENERS AT 1/3 SPANS. FOR TYPE 1 8. II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV. NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203. AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95 -026, 96-006 AND 96 -006R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 6.00" COVERAGE 7.50" HALF PANEL OPTIONAL (LEFT OR RIGHT) 30 "U" HEADER ® OPTIONAL ANGLE 50 ANGLE I n. - 120"" TYP N I VARIES: 5.25" MAX.! SCALE : 3" = 1'- 0" - 1/4 - X 3/4" MIN. / o PUNCHED INTO ANGLE ' . (SEE DETAILS FOR SPACING) ° 010 ,93 " TYP. • 2. 00"' 1 ® STUDDED ANGLE SCALE : 3" = 1'- 0" .Q@5'; Ca 1 .OS " ` .25 (ZAMAC 3 ALLOY) Q7 WASHERED WINGNUT SCALE . HALF SIZE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR \ EQUAL TO 100 PSF 8 (a 6" O.C. FOR DESIGN LOADS GREATER \ THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS TYP. (SEE NOTE #61 TOP MOUNT tu m I Q J tri W J J W 4 X Z J Q I— z 0 4 0 0 - ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5•' x .125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) - .(PERP. (`TYP) (TYP) 1/1." MAX. &, WIDTH UNLIMITED TO PANEL SPAN) SECTION q • r = OVERLAP FASTENERS - (SEE PLAN VIEW 8. NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED (PERP. TO PANEL SPANr TOP MOUNT SECTION r , TYPICAL ELEVATION - TYPE III 1/4" MAX. Q SECTION A SCALE: 1 -1/2" a 1• -0" TOP MOUNT OR DIRECT MOUNT-- ,I(PERP. TO PANEL SPANS SEC TION A BOTTOM MOUNT EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) • z� 8 eco BOTTOM ROUNT ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK/ THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. —� W J —. • J < I- I— t" Q N 1/1 C X o— 2 ▪ Q � J J J Q w • V Z - d , w XI- Q F — - BOTTOM a p q c MOUNT OR DIRECT MOUNT - OVERLAP FASTENERS (SEE PLAN VIEW 8 NOTE 6) TYPICAL ELEVATION - TYPE II (° P) (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) WIOTM UNLIMITED WIDTH UNLIMITED (PERP. TO PANEL SPAN - TOP i OR DIRECT MOUNT / e (TyP) L BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (al 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1 -1/2 "" _ 1 MIN. L I- 1/2" MIN. OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT et 19 (Di ! PRODUCT CO ROL DIVIS!OII BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Cri - 010"f-ell U z N w U 0 cn cn Q 0 w . N •w • z O 0 U . N 2 soi W O z 0 0 ( VJ. K CV H II'RUFttsI• AL ,I N((R fL L. •No. I •CN• drs •II b A• Morel - ! c J I a.. iyn evil • e1 vi_J _ -_Y ar w1•9 n• 98 -312 Si..., •• I•F• NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. //"-- 3 ?' -0 67o STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1. Legal description of property and street/address: 2. Description of improvement: Ale/A) t0/ o k/S 3. Owner(s) name and address: STATE OF I HEREBY Cf. orprnal Gfad THE UNDERSIGNED hereby gives notice that improvements will be made to certain- real - property, and in accordance with Chapter 713, Florida Statutes, the following in orma,i hitui is provided in this Notice of Commencement. Y 3 .v.4 9 ' Sh -ff-e.za 111111111111111111111111111111111111111111111 CFN 2004Ri X338466 OR Bk 22283 Pe 0625; (1Ps) RECORDED 05/10/2004 12:26 :55 HARVEY RUVIN, CLERK. OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE LOZIDA, CCLIXT'P CF ^.DE RTIFY that tins is a true copy of the fhrf oftrce on LO day of irdrd\?�Sd OGr,rr-i Se :l. :3:(, of Circuit end County Courts C.C. a%,t/ A. ii- y Ne 9 fir Git/, .' .54 s Interest in property: 3 3 / ' y Name and address of fee simple titleholder: 4. Contractor's name and address: G e0A 0 ' 1 */ y � /•P- e S� 74 f7Pet., deL S'DV *eV ye/ ffro e-7' fog / ola 33/27 eC. #ozesecgz/ 5. Surety: (Payment bon required by owner fro contractor, if any) _ Name and address: / ea. .4 i ectie _LA Svf/.4 .' e Amount of bond $ GOO 000.°P 6. Lender's name and address: • 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: xpiration dat= of this Notice of Commencement: (the expiration t date i fpecified) AL. _. differ ner Sworn to and subscribed before me this 30 day of A QC' v , 20 _. Print Owner's' Name date is 1 year from the date of recording unless a �. MAE 31:09.4, a ,�, • s • Prepaleld py _.— J , t10D 279013 ; 1 , • r Add res *y50••.._..• t* *t4 ' 1I Notary Public Print Notary's Name Z° My commission expires: /— C — 2004' 123.01 -52 PAGE 4 8/02 Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -581 Printed: 5/7/2004 Applicant: BARBARA ARTHUR Owner: ARTHUR BARBARA JOB ADDRESS: 443 NE 94 ST Contractor Local Phone: Parcel # 1132060140510 ECONOMY GLASS OF SOUTH FLORIDA, IN Contractor's Address: 500 N. W. 44 ST. Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 18 & 19 BLK 52 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -4634 Building Fee $180.00 FEE2004 -4635 CCF $3.00 FEE2004 -4636 Training and Education Fee $1.00 FEE2004 -4637 Technology Fee $4.50 FEE2004 -4638 Scanning Fee $21.00 Total Fees: $209.50 Total Fees: $? Total Receipts': $i009.10.0 0 $0.00 �s 7,S Permit Status: APPROVED Permit Expiration: 10/30/2004 Construction Value: $5,000.00 Work: WINDOWS WITH SHUTTERS 21 OPENINGS 2-s /L1-5/ Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 8/19/2005 Applicant: BARBARA Owner: ARTHUR JOB ADDRESS: 443 Parcel # 1132060140510 NE 94 Building Permit Permit Number: BP2004 -581 ARTHUR BARBARA ST Contractor ECONOMY GLASS OF SOUTH FLORIDA, IN Contractor's Address: 500 N. W. 44 ST. Local Phone: Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOTS 18 & 19 Page 1 of 1 BLK 52 LOT SIZE 100.000 X Fees: FEE2004 -4634 FEE2004 -4635 FEE2004 -4636 FEE2004 -4637 FEE2004 -4638 F EE20.05711443 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee c R "eneW l /Extension Fee Total Fees: Amount $180.00 $3.00 $1.00 $4.50 $21.00 $20 $409.50 Total Fees: $409.50 Total Receipts: $409.50 Permit Status: APPROVED Permit Expiration: 4/1/2006 Construction Value: $5,000.00 Work: WINDOWS WITH SHUTTERS 21 OPENINGS Signed: (INSPECTOR) G19PAID � L. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): $ Value of Work For this Permit C P 3 Submittal Fee $ ` } ,'V0 Permit Fee $ Total Fee Now Due $ (Continued on opposite side) !S71 S o Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30 - 0 '5.22 04 =flax 0 €3&5) -75&972 Electrical ! 1 Zoning L Plumbing Permit No. PZQD 4r — 5 6 ter Permit No. F ; ( - Mechanical Roofing Owner's Name (Fee Simple Titleholder) fain r/\ 7'� • VAL. _ Phone # .� S (, -5 Owner's Address CH 3 a 1,A / 5 -k, -�� Cit )Q1�Wi� i (�S itA State �V Zip Tenant/Lessee Name Vb Phone # • Job Address (where the work is being done) L��« MR `k 3V\'e-e, City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO ? Contractor's Company Name ,E(�4tiOdh ! &/5 SS Phone # 30..5 - 9 7c — / s 3 Contractor's Address Sam G / 4 S7 'e7 City //5 State 7 Zip 3 3/d 7 Qualifier & 7 • je,/7 6 Architect/Engineer's Name (if applicable) Phone # Square Footage Of Work: Type of Work: ❑Add' ion EAlteration ❑New [ Repair/Replace ❑ Demolition Describe Work: emovLO 4A9x.) -_-Z a'r et..-7 t . 7G1Oc1S' . _._,L.73-1-42, : 4-e 7 Gr>/ ' mows 4-' --' ,,4 t , /vs ,..5 v ff e■ej . 7 1/Zv Pi /r1.St ,917 1Ab Qt 6peAd 5' * * * * * * * * * * * ** * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF CO /CC Notary A Training/Education Fee $ /...—.. Technology Fee $ 97v Scanning $ (r9 l — Radon $ Code lLfforcement $ Structural Plan Review. $ °�'�� Bond $ Bonding Company's Name (if applicable) nn / 7 /2 Ci2, // /�°. _ �/7.SCJ /,�iyYje�' avid Bonding Company's Address /32S , J e f ,'/ SV/ Cit dedav State ��� Zip 3 320 y Signature As identification and NOT PUBLIC• Sign: flits � � � .r? Print: Wf J/f e (ate he. My Commission Expires: APPLICATION APPROVED BY: Chc 12/15/03 f / i Mortgage Lender's Name (if applicable) 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 inspectio hich occur • en (7) days after the building permit is issued In the absence of such posted notice, the inspection will no a ap roved a . a ' inspection fee will be charged. Signature Owner or Agent Contract The foregoing instrument was acknowledged before me this 3 The foregoing instnurnent was acknowledged befo e me this day of It ._ 20 t7, by :l'W A . A c 1. or , day of , 20 1J'/, by OAve5 ho is personally kno 1 o me or who has produ � who is person y known to me or who has ducedR. �/''y cr � /S1�L /If =G 3 - Y identification and f Iy oath. • a B . , F �� \ C � fi 1,03 4 ?g NOTARY PUB �� �\. • • *t,•., #00 279013 „ . $ S , �f! %I ' °m • s ' ti Mm' +fir• 4-f Print: if/41C • i ,� My Commission Expires: s g�9` '+�y e�+ • . oQ�� , ST ********* f`'************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MAY - 5 20114 Plans Examiner Engineer Zoning ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * */ I� ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * *40 • '1�1 ,#,,t (Certificate of Competency Holder) � State Certificate or Registration No. Certificate of Competency No. p2 es CO 4l Z/ 352 4 Atb MIAMI SHORES VILLAGE '914 BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ZZ 05 Si 1v� 'L r5 Type Insp ) W I/7ci75 j. Permit No. 6RD4 - 8 1 Name d to A Y +J'7 V Address 44:3 4- 5 T CompanyEC nOrri f G lQ S Phone # spection Date 8 123 /OS Approved ❑ Correction Re- Insp'n Fee ❑ C) T 424,,,,Ov."._ 5 -- KeA-t , *( tt,„ki ,tvs --pticpru,Unv G-wcS r tse) T a 1 fit; VNoJ Y!, cu�� S`i ` & SCit SSA- A fu NA; MIAMI SHORES VILI BUILDING DEPARTMEN 305- 795 -2204 Buildin Inspection Request Date g 22t.to6 Type Insp'n VRA, W iOU 3 Permit No. 'ST 5 S1C l Name . k kilo/ Address 443 "V E erfsT Company E COYIO�t '( � S S Phone # Inspection Date Approved Correction ❑ Re- Insp'n Fee ❑