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560 NE 93 St (9)a PRODUCT C NTROIL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place I I FL 33012 Approved: 06 /15/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 1 01 Internet mail address: postmaster @buildingcodeonline.com tfett MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2553 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2903 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval on Series 1650Ai i nii,ii (Horizontal Sliding 1 (XOX) Impact Non Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or. material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building_ Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0524.01 (Revises No.: 99- 0326.11) Expires:08 /19/2002 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSI SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. • rancisco ' Qui ntana. R.A. Director Miami -Dade County Building Code Compliance Office Homepmge: http : / /www.buildingcodeonline.com Sunshine Windows Manufacturing_ ACCEPTANCE No.: 00- 0524.01 APPROVED JUN 1 5 2000 2 of 3 EXPIRES : August 19, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises and replaces Notice of Acceptance No. 99- 0326.11, which was issued on August 19, 1999. It approves an aluminum horizontal sliding 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 1650 Aluminum Horizontal Sliding Window (XOX) Non- Impact Large Missile Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 1H1S99 -03, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX)" Sheets 1 through 5 of 5, dated 3/25/99, 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. 3.2 For Design Pressure Rating vs. Window Size for the different non - impact window options, see "Design Pressure Chart" tables in sheets 1 and 2 of approved drawings. For Design Pressure Rating of large missile impact windows see Design Pressure Rating in sheet 4. 4. INSTALLATION 4.11 The aluminum horizontal sliding window and its components shall be installed in strict compliance With the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LA ::ELINO 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. 7: UILDINO 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 F • ' e Building Code (SFBC) in order to properly evaluate the instal'. .n of his system Manu Produ trol Division 11 Perez, P.E. Product C col Examiner Sunshine Windows Manufacturing_ ACCEPTANCE No.: 00- 0524.01 9. This Notice of Acceptance consists of pages 1, 2 and this last APPROVED : JUN 1 5 2000 EXPIRES : August 19, 2002 NOTIICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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. Manu : Pere P.E. Product .1j of Examiner Produc . ntrol Division END OF THIS ACCEPTANCE 3 of 3 DESIGN PRESSURE CHART o PSF SERIES -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) HURRICANE PROTECTION SYSTEM IS REQUIRED ANCHOR GLASS DSE ANNEALED AT V 3/16" ANNEALED AT FIXED GLASS 3/fl6°' AP�NEALED AT VIEP+PB'S 1/4'° ANNEALED AT FIXED DIMENSION S 1JLE PIS+ HEAD & SILL PER 1 3/4" SILL 2 1/2" SILL 13/4" SILL 21/2" SILL WIDTH HEIGHT JAme EXT. INT. EXT. INT. EXT. INT. EXT. INT. Wm 740 i . E.1 74° 28° 5 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 108 1/4 7 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 111° 7 40.7 67.5 67.5 67.5 40.7 118.4 70.0 118.4 38 3 /W 5 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 100 1/4° 7 40.7 55.7 55.7 55.7 40.7 84.1 70.0 84.1 111 0 7 40.7 53.2 53.2 53.2 40.7 80.2 70.0 80.2 74° 50 5/80 5 4 40.7 62.6 62.6 62.6 40.7 90.9 68.7 90.9 100 1/4° 7 40.7 42.2 42.2 42.2 40.7 63.7 60.4 63.7 iii° 7 40.3 40.3 40.3 40.3 40.7 60.8 59.7 60.8 74° 63° 5 5 40.7 50.3 49.2 50.3 40.7 65.1 49.2 65.1 103 1/40 7 33.9 33.9 33.9 33.9 40.5 51.2 40.5 51.2 111° 7 32.4 32.4 32.4 32.4 39.9 48.9 39.9 48.9 0 ® 72° 24° 5 2 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 G4° 6 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 es° 6 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 108 7 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 72° 30° 5 3 40.7 67.5 67.5 67.5 40.7 122.5 70.0 122.5 64° 6 40.7 67.5 67.5 67.5 40.7 115.6 70.0 115.6 98° 6 40.7 66.3 66.3 66.3 40.7 100.0 70.0 100.0 toe° 7 40.7 58.4 58.4 58.4 40.7 88.1 70.0 88.1 72° 4a° 5 40.7 67.5 67.5 67.5 40.7 100.6 70.0 100.6 040 6 4 40.7 57.5 57.5 57.5 40.7 86.7 70.0 86.7 es° 6 40.7 49.7 49.7 49.7 40.7 75.0 68.6 75.0 108 7 40.7 43.8 43.8 43.8 40.7 66.0 66.0 66.0 72 5 40.7 54.5 53.8 54.5 40.7 71.1 53.8 71.1 84 6 40.7 46.0 46.0 46.0 40.7 64.9 49.1 64.9 96° 60° 6 5 39.8 39.8 39.8 39.8 40.7 60.0 45.9 60.0 toe° 7 35.0 35.0 35.0 35.0 40.7 52.8 43.9 52.8 TEST LOADS BASED ON FTL TEST SIZE= 111 +59.8 PSF -79.1 PSF TEST PSF -1006 DATED 10 -25 X 63 (XOX) DESIGN LOADS EXTERIOR PRESSURE INTERIOR PRESSURE TESTED GLASS -94 +39.9 PSF -52.7 PSF AT VENTS AT FIXED EXTERIOR PRESSURE INTERIOR PRESSURE WATER %NFILTRA11ON 6.1 PSF AND 10.5 DSB ANNEALED 3/16 ANNEALED JL it I 1 J L II 1 II 11 11 11 II II 11 1 1 11 II 1 11 II II 11 6 MAX. �O. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 4 3/4 MAX. PRODUCT COPT BUILDING CODE ACCEPTANCE NO 8 WINDOW WIDTH TYPICAL ELEVATLIJN APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE OA ti NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. L DIV!SION COMPLIANCE OFFICE 0'0 OSz4•01 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plot. limb, Florida 33012 Ph: (305)384 -9952 Fax:(3055)828 -51 WE SIGN RI Z ;., SSURE CHART - IFE1F SERIES.1650 ALUMIVITH EgIOMEONTAL SLEING WINDOW a®p I/ar TIIMPIMED GLASS AT vENTo VENT AFM O i 1 l '1 1r 11 II I ;1 , 1 1 1 1 I , I I , : L I 11 :1 11 I I I I I 1 l( 1 1 1 , 1 1 I 1 I 1 1 I I 1 I I I J l 1r I, 11 r% ,•�jl I I1 % ' II I, if 1 1 I 1 I .c..---- 1 , 1 1 vanow I m - i `- m , ANC® =Dul EIVIMICAIII FROTEOCTION PER HEAD el SILL PER B fl 314°° SILL 2 IL//'" SILL WIDTH HEIGHT EXT. INT. EXT. INT. va 74 26° 5 3 46.7 215.9 70.0 215.9 106 1/4 7 46.7 197.7 70.0 197.7 111 7 46.7 1 66.1 70.0 166.1 74 X 3 5 4 46.7 162.8 70.0 162.8 108 1/4 . 7 46.7 143.5 70:0 143:5 111 7 46.7 136.0 70.0 136.0 74 50 5/6 5 5 46.7 119.6 70.0 119.6 108 1/4° 7 46.7 105.0 70.0 105.0 111 7 46.7 103.8 70.0 103.8 74 830 5 5 46.7 85.6 70.0 85.6 106 1/4° 7 46.7 70.5 70.0 70.5 111 7 46.7 69.3 69.3 69.3 p 0 m 72 240 5 3 46.7 237.7 70.0 237.7 04 6 46.7 237.7 70.0 237.7 es° 7 46.7 237.7 70.0 237.7 109° 7 46.7 208.0 70.0 208.0 72° s6 0 5 4 46.7 176.1 70.0 176.1 134 6 46.7 172.9 70.0 172.9 e8° 7 46.7 170.7 70.0 170.7 100° 7 46.7 147.9 70.0 147.9 72° 5 46.7 132.2 70.0 132.2 84 6 46.7 124.0 70.0 124.0 e6° 48° 7 4 46.7 119.3 70.0 119.3 109 7 46.7 115.6 70.0 115.6 72 5 46.7 93.5 70.0 93.5 84° 6 46.7 85.4 70.0 85.4 88 �° 7 5 46.7 79.9 70.0 79.9 100° 7 46.7 76.3 70.0 76.3 TEST LOADS TEST SIZE= +104.0 -104.0 PSF TEST 111 X 63 (XOX) DESIGN LQAE,IS +69.3 PSF -69.3 PSF AT VENTS FIXED EXTERIOR PRESSURE INTERIOR PRESSURE WATER INFILTRATIQN PSF EXTERIOR INTERIOR PRESSURE PRESSURE ItSitU GLASS 7.0 PSF AND 10.5 PSF 1/4 TEMPERED 1/4 TEMPERD AT 3 1 /4" MAX. FALSE MUNTINS (SURFACE APPLIED) • MAY BE USED CIE CAIL ELEVATION gm ) 6 17 1/4" MAX. APPROVED AS COMPLYING W'TH THE SOUTH FLORID.: BUILDING CODE BY PRODUCT C ROL DIVISION BUILD:NG CODE COMPLIANCE OFFICE ACCEPTANCE NO Oa - Q S24•0 NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. FRANCISCO HERNANDEZ FLORIDA PE {} 51393 Sunshine tlindoris Manufacturing, Inc. 1743 G7. 33ral Roca FIzik i1 Si: (305)394 - 0032 r u:(303)228 -8112 2 Dram Ear JN Qato: 3 -9 -99 X10: 1 /2 ° =1 .:1a, - 2S-Og notstlzi: HS99 -03 SHEET 2 OF 5 WINDOW HEIGHT 1 11 , i 1 II I 11 1 \ 11 1 \ 11 1 \.: 11 JL I l 1 \ II 1 11 1 II 1 II 1 I II O i 1 l '1 1r 11 II I ;1 , 1 1 1 1 I , I I , : L I 11 :1 11 I I I I I 1 l( 1 1 1 , 1 1 I 1 I 1 1 I I 1 I I I J l 1r I, 11 r% ,•�jl I I1 % ' II I, if 1 1 I 1 I .c..---- 1 , 1 1 I m - i `- m , 0 3 1/4" MAX. 4011 17 WINDOW WIDTH 1/4" MAX. 3 1 /4" MAX. FALSE MUNTINS (SURFACE APPLIED) • MAY BE USED CIE CAIL ELEVATION gm ) 6 17 1/4" MAX. APPROVED AS COMPLYING W'TH THE SOUTH FLORID.: BUILDING CODE BY PRODUCT C ROL DIVISION BUILD:NG CODE COMPLIANCE OFFICE ACCEPTANCE NO Oa - Q S24•0 NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. FRANCISCO HERNANDEZ FLORIDA PE {} 51393 Sunshine tlindoris Manufacturing, Inc. 1743 G7. 33ral Roca FIzik i1 Si: (305)394 - 0032 r u:(303)228 -8112 2 Dram Ear JN Qato: 3 -9 -99 X10: 1 /2 ° =1 .:1a, - 2S-Og notstlzi: HS99 -03 SHEET 2 OF 5 WINDOW HEIGHT 4 ATTACHMENT 'I[ 1T O.MASC RY. . VERTICAL CAL eSECTI®N 0/ 10 IPt .I ) 1 4/4 •41•. L.MULN/a LJ \1 a • IV IY1r\.1V. II (FOR NUMBER OF ANCHORS REFER TO . ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) • 4A • a • , ATTACHMENT 'T TO WOOD %DETAIL. 3/16 SMS 1 1/2 MIN. PENETRATION INTO W000. (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) d.c3 WINDOW WIDTH ' • . • VERTICAL }7 SE ON RISER } � y V�7 SILL J.L� ISER 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS REFER TO • ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) 1/4 MAX. SHIM SPACE: ATTACIEMENT TO MASONRY DETAIL 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) 3/16° SMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR • NUMBER OF ANCHORS REFER TO ANCHOR: SCHEDULE IN DESIGN: PRESSURE CHART) } HORIZ ® T//f) I`T � A ��4' . ��(9 S � E I CUON ''T�� \ \��}7 WINDOW Jj �. \j�j�� ( \�V '7}�C �/(� ((Q HOR ZO V 1S 6 ] L 0.L: V �Sl� V V •6d V uLO �V V S.` ACT ONS . 3/16 SMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS REFER TO ANCHOR SCHEDULE IN DESIGN PRESSURE CHART) • C9 w 2 0 z ' BY PRODUC • • Ov (2) WEEP HOLES io APPROVED AS COMPLYING WITH THE a • SOUTH FLORIDA BUILDING CODE °•• • DAT _ t-' fr l _ : EU!MDNNG CODE . COMPLIANCE OF o: DIV S.ON ACCEPTANCE y0. 0°— ATTACHMENT TO wax) [CAA, SECTION OLAUNG OD :: USE ADHESIVE BEDDING COMPOUND AND GL47JNG FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS' :MI T :SUSTAIN. LOADS' IMPOSED ' GLAZING: SYSTEM. . FRANCISCO HERNANDEZ FLORIDA PE .0 • 51393 . .A1 • Sunshine tfindo ,s M w f etuling. Inc. 1745 V. 331m2 t%so . Reto =12 F is (305)354—t952 Fart: 305 020 -5110 r MANCISCO ANEyar DB. ; r ; Structural Eng ranee �g 351 NW 62nd AVE 01 1 kliarai, Florida 33126 y Phone (305) 266 6670 ".' Fan (335) 266 3427 UMW L1kI0MA\ UNIUU - 111141.RUAll z: ufrii • Dram B J Data: 3 -9 -99 Stalo: 1 /2 ° =1 ° Rwlaian l — _ : — • • Realelan: HS99 -03 SHEET 4OF5 a • 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY AT 3 5/8 FROM CORNERS MAX. AND THE REST 17 1/4 O.C. MAX. ./• 44.• a • ' g Q (2) 2 WEEP --=. HOLES 4u l \ a • .:. 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT Y...::•.:• INTO MASONRY AT 3 5/8 FROM CORNERS MAX. • d ` AND THE REST 17 1/4 0.C. MAX. ATII°A TO 1WASpNRY , VERTICAL SECTION • ,° ATTACHMENT TO WOOD DETAIL 3/16° SUS 1 1/2 MIN. PENETRATION INTO WOOD AT 3 MAX. FROM CORNERS AND THE REST 14 1/4 O.C. MAX. 3/4 X 3/8 STEEL BAR WINDOW WIDTH 3/16° SMS 1 1/2 MIN. PENETRATION INTO W000 AT 3 5/0 FROM CORNERS MAX. AND THE REST 17 1/4 0.C. MAX. 6 ATTAGNIENT TO WOO V E' E 'VERTICAL S CHON . 1P� HORIZONTAL SECTION Gam DESIGN PRESSURE RATING + r•>>h•0 PSF •0 PSF �� F0 ALL WINDOW SIDES EQUAL OR SMALLER THAN TEST UNrF ,ARGIE l�YlUleye� 3S ACS N W 8 APPROVED AS COMPLYING Y1•TH THE SOUTH FLORIDA BU!LDING CODE Drtir / f BY PttODUC�(C i4iROL D!V S:Od BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO On — 0J 2 _4 - - oI 3/16° SMS 1 1/2° MIN. PENETRATION INTO WOOD AT 3 5/8 FROM CORNERS MAX. AND THE REST 17 1/4 0.C. MAX. • .1/4 MAX. SHIM SPACE ATTACHMENT TO MASONRY DETAIL 10 11 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY AT 3 MAX. FROM CORNERS AND THE REST 14 1/4 O.C. MAX. 3 5 /0° MAX. I I 1MPACl;I GLASS _ _IL_ _ i _ _ -o ji H y 5/8° MAX. FALSE MUN11NS (SURFACE APPLIED) MAY 8E USED TYPICAL ELEV.ATION (X®X) BASED ON FTL-1835 DATED 8-4-98 TEST SIZE= 1 11 " X 63" (XOX) TEST LOADS= +90.0 —90.0 PSF DESIGN LOADS= +60.0 —60.0 PSF WATER INFILTRATION TEST= 9.0 PSF TESTED GLASS= 3/8" HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +60.0 —60.0 PSF I HURRICANE ISTANT RIMERS An NOT REQUMED I • d • d ° 4 11 1 TI II II IMPACT GLASS L__JL II II C II / • 11 J_ — 1� — _,r — II II it II f I it WINDOW WIDTH 17 1/4° WEIL i 1 II IMPAC1j I GLAS: _1 L_ II I I I I ,e 1 17 1/4° MAX. GLAZING MAIAL 3/8° OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/13 HEW STRENGTHENED GLASS CfT}t i AN 6.010 INTERLAYER FILM, GLASSLAM SAFETY PLUS, AND 3/0" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND GASKET S -10, ON EACH SIDE OF FILM AT PERIMETER EDGE. METHOD: INTERIOR GLUED WITH 3/8° GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5731 AND DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD. GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 0 BY 3/4 PHSMS PER BEAD. WOOD BUCKS NOT BY SUNSHINE WINDOWS MAT SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 9 FRANCISCO HERNANDEZ FLORIDA PE 0 51393 WINDOW HEIGHT III 0 PART 0 VIEW. OIN MAMMAL 1 SW -019 1 FRAME HEAD 6063 -T5 2. SW -019 1 FRAME SILL 6063 -T5 3 SWtttttt21 1 INSERT TRACK 6063 -T5 4 SW -018 AS ROD GLAZING BEAD 6063 -T5 5 SW -012 2/VENT SUDER TOP /BOTTOM RAIL 6063 -T5 6 SW3019 AS ROD FIN SEAL PILE FELT 7 SW1520 AS ROD GLAZING TAPE FOAM 8 SW321W 2/VENT WHEEL BRASS 9 SW -017 1/VENT MOVING MEETING RAIL 6063 -T5 10 SW40111 2 FIXED MEETING RAIL 6063 -T5 11 SW -AS AS ROD ASSEMBLY SCREWS 0 8X1 ° PH PHIWP CRS 12 SW -013 2 JAMB 6063 -T5 13. • SW'-016 1 /VENT MOVING: S,jpE RAIL 6063 -T5 • 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW -667 AS ROD LATCH ZINC 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 -T5 18 - AS ROD SIUCONE DC- 795/SM -5731 0.394 1 0.812 h p--- 1.623 -1 1.873 MOVING 0.050 x.125 1.750 I 9 280 0.395 � 0 GLAZING SW 6063 _� STOP -013 -T5 --1 8063 0.812 1--- MEETING RAIL SW -017 -T3 FIXED MEETING RAIL SW -40111 6063 -T5 1-.-4- 0.592 1.00 _ _ r 1.250 t1 _i_ 1.437 1.000 0 In 0.687 f.— 2.077 --.1 FRAME JAMB SW -013 6063 -T5 SLIDER -A 0.810 TOP SW 6063 [ AND BOTTOM RAIL -012 -T5 INSERT TRACK SW -tt42121 6063 -T5 2.750 0.078 3.062 i 4 1.750 I 1. 8 ' -- --I 1. 1_ 1� 1 2.00 SILL -c=I MOVING � 1.0000 1..z- SIDE RAIL SW-016 6063 -T5 FRAME _ _ HEAD AND SW-01 9/SW SILL RISER SW-40771 6063 -T5 MATERIAL, LIST APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY _ FIZODUCT DIV :S.C.1 BUILDING CODE CO: iPUANCE OFFh,E ;CCEPTAV'E NO 06 - o r2 t¢ • eV FRANCISCO HERNANDEZ FLORIDA PE / 51393 ` w M IAM I-QAOE PRODUCT CONTROL NOTICE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Acceptance No.: 99-0202.12 Expires: 02/28/2002 Approved: 04/01/1999 Internet mail address: postmaster @buildingcodeonline.com P ACCEPTANCE Your application for Product Approval of: Series 1650 Aluna.Horizontal Sliding Window (DS ' Annealed Glass) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS ISUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offic( MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR (ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Homepage: http : / /www.buildingcodeonline.com Sunshine Windows MEnanffaicturing- ACCEPTANCE No.: 99- 0202.112 2 of 3 APPROVED APR 0 1 1999 EXPIIRES : Febrtu ry 28, 2002 NOTICE OF ACCEPTANCE: SPECIIFIIC CONDITIONS 11. SCOIP'IE L11 ' This renews the Notice of Acceptance No. 95- 0213.06, which was issued on May 4, 1995. It approves an aluminum horizontal sliding 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 11650 Aluminum IHlorizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No IHIIS99 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (NCO) DSB annealed glass" Sheets 1 through 3 of 3, dated 3/4/99, 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 horizontal sliding 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. ILA I:'.EILIINC 5.11 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. ILUILDING PERMIT REQUIREMENTS 6.11 Application for building permit shall be accompanied by copies of the following: 6.11.11 This Notice of Acceptance 6.11.2 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. 6.11.3 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. Manuel Product •ntrol Division P.E. Product Co 1 Examiner Sunshine Windows Manufacturing ACCEPTANCE No.: 99- 0202.12 APPROVED APR 0 1 99 9 EXPIRES : February 28, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDIITIIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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 p e a . ...:.t =_ Manuel Pe- z, P E. Product C c•• 1 Examiner Product C of Division END OF THIS ACCEPTANCE 3 of 3 BASED OF FTL 1 004 DATED 12 -22 -94 TEST SIZE 74 X 63 (X0' TEST LOADS a EXTERIOR PRESURE +66.2 PSF INTERIOR PRESSURE -03.1 PSF DESIGN LOADSa EXTERIOR PRESSURE +45.4 PSF INTERIOR PRESSURE -55.4 PSF MATER INFILTRATION TEST /13 AND 10.5 PSF TESTED GLASS DS® ANNEM 5 MAX. DSB ANNEALED GLASS J L J H MAX. WINDOW WIDTH • DSB ANNEALED GLASS TYPICAL ELEVATION (XO) 21 1/2 MAX. I 20 1 /2 �° MAX. WO Ma: i SUB- BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2 NOMINAL 'THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3 LONG FASTENERS OR EQUIVALENT. Z.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE D STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER 1 *i 50010. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL FE PROPERLY PROTECTED. ar I APPROVED AS COMPLYING WITH THE SCUTH FLCRICA BUILDING CODE PRC3JC C. .. L DIV:S.0f1 BUILDi ;4� CODE COMPLIANCE OFFICE ACCEPTANCE NO. C - o a.pt,. • ■Z FALSE MUNTINS (SURFACE APPLIED) MAY BE USED FRANCISCO HERiNANDEZ FLORIDA PE 0 51303 Sunshine tbilms Manufacturing, Imo. 1740 C7. 33rd F o Ftvlgo PA: 305 b4 -fl952 F ®a: -5110 tEL lw U 2 Si- 12 3 Dra ar J N Dec 3 -4 -99 CIO:J2 ° = [iebsn: mtvin ("3. HS99 -01 SHEET 1 OF 3 CORINIMAINVA ANL.IIdZY0 =MT .A.F.ZIMUM MDR :,.a c%-1c%J CIO) IW IT'LIL =WO W MOM IZZO C.A.PAC ° rI a wsmo n IDIUMTZEIM AMMO 2 li4p MI, 2212c MIL PER HEAD 6s® SILL PE EXT. INT. EXT. INT. WIDTH HEIGHT :1. V AD: CIEVOVVIS 20 1/2° 37° 53 1/8 74° 26 3 3 55.3 140.0 70.0 140.0 3 55.3 140.0 70.0 140.0 4 55.3 115.3 70.0 115.3 5 55.3 60.1 70.0 80.1 26 1/2° 37° 53 1/8° 74° 3® s / ®° 3 3 55.3 140.0 70.0 140.0 3 55.3 110.1 70.0 110.1 4 55.3 72.8 70.0 72.8 5 50.6 50.6 50.6 50.6 37° 53 1/e° 74° 50 5/8 3 4 55.3 60.7 70.0 80.7 4 53.4 53.4 53.4 53.4 5 37.1 37.1 37.1 37.1 37 53 1/6° 74° 63 3 5 55.3 63.6 63.6 63.6 4 42.0 42.0 42.0 42.0 5 29.2 29.2 29.2 29.2 MIMS W11100 11 24° 36° 46° 60 72° 24° 2 2 55.3 140.0 70.0 140.0 3 55.3 140.0 70.0 140.0 4 55.3 140.0 70.0 140.0 4 55.3 111.2 70.0 111.2 5 55.3 91.1 70.0 91.1 24° 30° 48° 60 72° 36 2 3 55.3 140.0 70.0 140.0 3 55.3 122.4 70.0 122.4 4 55.3 87.8 70.0 87.8 4 55.3 68.5 68.5 66.5 5 55.3 56.1 56.1 56.1 38 48 60° 72° 3 4 55.3 66.4 70.0 88.4 4 55.3 63.5 63.5 63.5 4 49.5 49.5 49.5 49.5 5 40.6 40.6 40.6 40.6 36° 48 80 72° 3 5 55.3 69.2 69.2 69.2 4 49.7 49.7 49.7 49.7 4 36.7 36.7 30.7 30.7 5 31.7 31.7 31.7 31.7 BASED OF FTL 1 004 DATED 12 -22 -94 TEST SIZE 74 X 63 (X0' TEST LOADS a EXTERIOR PRESURE +66.2 PSF INTERIOR PRESSURE -03.1 PSF DESIGN LOADSa EXTERIOR PRESSURE +45.4 PSF INTERIOR PRESSURE -55.4 PSF MATER INFILTRATION TEST /13 AND 10.5 PSF TESTED GLASS DS® ANNEM 5 MAX. DSB ANNEALED GLASS J L J H MAX. WINDOW WIDTH • DSB ANNEALED GLASS TYPICAL ELEVATION (XO) 21 1/2 MAX. I 20 1 /2 �° MAX. WO Ma: i SUB- BUCKS SHALL BE PRESSURE TREATED MATERIAL AT LEAST 2 NOMINAL 'THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3 LONG FASTENERS OR EQUIVALENT. Z.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE D STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER 1 *i 50010. ALUMINUM CONTACTING METALS NOT CONSIDERED COMPATIBLE SHALL FE PROPERLY PROTECTED. ar I APPROVED AS COMPLYING WITH THE SCUTH FLCRICA BUILDING CODE PRC3JC C. .. L DIV:S.0f1 BUILDi ;4� CODE COMPLIANCE OFFICE ACCEPTANCE NO. C - o a.pt,. • ■Z FALSE MUNTINS (SURFACE APPLIED) MAY BE USED FRANCISCO HERiNANDEZ FLORIDA PE 0 51303 Sunshine tbilms Manufacturing, Imo. 1740 C7. 33rd F o Ftvlgo PA: 305 b4 -fl952 F ®a: -5110 tEL lw U 2 Si- 12 3 Dra ar J N Dec 3 -4 -99 CIO:J2 ° = [iebsn: mtvin ("3. HS99 -01 SHEET 1 OF 3 HO GLAZING METHOD: RIZ ON( AL ATTACHMENT TO MASONRY VERTICAL SECTION USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET t) (2) WEEP HOLES r 11 VERTICAL Ski lLON SILL .61 s 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) ATTA `!(1O WOOD )) ETAIL 3/10° SIBS 1 1/2 MIN. PENETRATION INTO =D. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) D O W BECTON 3/16' TAPCONS 1 1/4 MIN. EMBEDMENT INTO i1ASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDThI H[O ONTAK.t OYI..I.I / \f u uON 3/16 SMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) APPROVED AS COMPLYING WITH THE SGCTH FLORIDA BUILDING CODE DAT' 9Y FROOuC _ :'+ TROL DIV!S ON 8U:' 0•NC CODE COMPL'AP CE OFFICE ACCEPTANCE NO. - 1/4 MAX. SHIM SPACE 3/16 SMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. (2) WEEP HOLES .: 20 0 ATTACHMENT ri i) MASONRY DETAL 5/16° TAPCONS 1 1/4 ERIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) Q 9 ATTACH:KEW TO TICAL SECTION • D Sunshine tlincims Manufacturing, Inc. 1745 C7. 3.11r4 F j f Fbilta 3311 FA: S` 3 4 -o®sa R ®a: 0 -0110 a 5 U • By 04 Dear: 3 — 4 -99 jJG Ie: — 1 : • : BMOC NO. HS99 —0 1 SHEET 2 OF 3 1.250 1.437 0.007 2.077 —� FRAME JAMB TO MOVING PANEL SW -013 6063 —T5 0.810 k-- SLIDER TOP AND BOTTOM RAIL SW -012 8063 —T5 JAMB TO FIXED PANEL SW -014 6063 —T5 i 2.750 2.00 FRAME HEAD AND SILL SW-019 6063 —T5 F.— 0.304 0.305 J L GLAZING STOP SW -018 8063 —T5 1.750 1 FIXED MEETING RAIL SW -40111 6063 -T5 ---11.0000 1-- MOVING SIDE REAL SW -016 6063 -T5 I_--- 1.825 ---=i Tr 7,--- 0.0eo 1.875 I. R 1 0.612 -. MOVING MEETING RAIL SW -017 6083 -T5 INSERT TRACK; SW -1=21 6063 -T5 1.00 I n= 3.C62 SILL RISER SW -40771 6063 - -T5 TILRL.hd. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAP: AVLAL o I FROM; ' WIROL DIVISION 8UILDING CODE COMPLIANCE OFFICE •CCE ?TANCE NO et Ct - O L O L. •% 2_ �1g FRANC HERNANDEZ FLORIDA PE 0 91393 Sunshine VAndo i 1746 q. b &Ala X18 *a- CSGE F®tt. � °'a: 8118 Ig .5 his c g • c< Na W. C om 1 1-3Xt-1 vl F La. Val D rawn By: JN Dat.: 3 -4 -99 seals: 1 /2' RG 1 Ion: RsvI.bn: LHs9901 O RAMING NO. SHEET 3 .QF 3 P 9T I MD. mcmico ! +: 4 I +° —019 1 FRAME HEAD 6003 —T5 SW-019 1 FRAME SILL 8083 —T5 ° SVtt=21 1 INSERT TRACK 6063 —T5 • SW-018 AS ROO GLAZING BEAD 6063 —T5 —012 2 SLIDER TOP /BOTTOM RAIL 6063 -15 ° • y AS ROD FIN SEAL PILE FELT SW1520 AS ROD GLAZING TAPE FOAM 3 SW321W 2 WHEEL BRASS O SW -017 1 MOVING MEETING RAIL 6063 -15 10 SW4011 ; 1 FIXED MEETING RAIL 6063 —T5 11 SW —AS AS RQD ASSEMBLY SCREWS / 8X1' SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 -15 13 SW -016 1 MOVING SIDE RAIL 6063 —T5 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH ZINC 16 SW —S10 2 /SILL RETICULATED FILTER FOAM 17 1 SILL RISER 6063 —TS rW4077 18 W_014 1 JAMB TO FIXED PANEL 6063 -15 1.250 1.437 0.007 2.077 —� FRAME JAMB TO MOVING PANEL SW -013 6063 —T5 0.810 k-- SLIDER TOP AND BOTTOM RAIL SW -012 8063 —T5 JAMB TO FIXED PANEL SW -014 6063 —T5 i 2.750 2.00 FRAME HEAD AND SILL SW-019 6063 —T5 F.— 0.304 0.305 J L GLAZING STOP SW -018 8063 —T5 1.750 1 FIXED MEETING RAIL SW -40111 6063 -T5 ---11.0000 1-- MOVING SIDE REAL SW -016 6063 -T5 I_--- 1.825 ---=i Tr 7,--- 0.0eo 1.875 I. R 1 0.612 -. MOVING MEETING RAIL SW -017 6083 -T5 INSERT TRACK; SW -1=21 6063 -T5 1.00 I n= 3.C62 SILL RISER SW -40771 6063 - -T5 TILRL.hd. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAP: AVLAL o I FROM; ' WIROL DIVISION 8UILDING CODE COMPLIANCE OFFICE •CCE ?TANCE NO et Ct - O L O L. •% 2_ �1g FRANC HERNANDEZ FLORIDA PE 0 91393 Sunshine VAndo i 1746 q. b &Ala X18 *a- CSGE F®tt. � °'a: 8118 Ig .5 his c g • c< Na W. C om 1 1-3Xt-1 vl F La. Val D rawn By: JN Dat.: 3 -4 -99 seals: 1 /2' RG 1 Ion: RsvI.bn: LHs9901 O RAMING NO. SHEET 3 .QF 3 \0W0i } 1A . `�R .,ear ... f ■1 ma, \ MCI /I Established 1957 0 METALftCH, INC. Date: To: 9 z /2'16 MetalTech Inc. is the Dade County Notice of Acceptance holder for; Bahama Shutter Slimline Accordion Econoline Accordion Hurculine Accordion 20G Storm Panel 24G Storm Panel 24G Storm Panel 24G Storm Panel .050 Storm Panel .060 Storm Panel z j? M1OXIMU I IMPfliCT- HURRICANE SHUTTERS Acceptance No: 98- 1228.04 Acceptance No: 00- 0118.10 Acceptance No: 99- 0224.03 Acceptance No: 99- 0217.05 Acceptance No: 99- 0519.07 Acceptance No: 01- 0205.01 Acceptance No: 00- 1207.03 Acceptance No: 98- 0304.03 Acceptance No: 98- 0728.04 Acceptance No: 99- 0217.07 This letter authorizes 4-c.,L to use our above named product at the following job site: / E 7 wit p-� �J .e.`1 4 7 E ` . ;10, 1 'A PL ;: ti �r 7635 West Second Court/Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -2323 / Toll Free: (800) 432 -5180 / FAX: (3051826-7970 ‘AA./e./ r.,o +ni+,..ti ►I. �/ �/ WALL ENCLOSURE SYSTEMS DESIGN IND LOAD IN I.S.F. CLASS ONE BUILDING 110 M.P.H. FASTEST MILE WIND SPEED COMPLIES WITH ANSI /ASCE 7-88 RAMS ENGINEERING INC 2100 W. 76th biKttr, SUITE 311 OFFICE: (305) 822 -3141 HIALEAH. FLORIDA 33016 FAX (305) 822 -3161 (5 ) END ZONE MAXIMUM CONDITIONS POSITIVE LOADS TRIBUTARY AREA IN SQUARE FEET = 10' ROOF MEAN ABOVE 0 -10' 15' 0.80 45.08 20' o.8 4(4.02 25' 0.43 52.40 30' 0.98 55.22 40' 1.06 5c1.13 50' 1.13 63.61 60' 1.19 61.06 (5) END ZONE MAXIMUM CONDITIONS NEGATIVE LOADS TRIBUTARY AREA IN SQUARE FEET = 10' ROOF MEAN ABOVE &RADE. 15' 20' 25' 30' 40' 50' 60' 0.80 0.67 0.43 0.98 106 1.13 1.14 0 -10' 61.41 66.85 11.46 7530 81.45 86.83 11.44 COPYRIGHT 2001 NOT TO BE PREPODUCED [ d WHOLE OR IN PART t ITH0UT THE WRJT1Efd PERN1S510N OF R EH1, R5 ,QUR: P.E. 4 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE NIetalTech, Inc. 7635 West 2nd Court Hialeah ,FL 33014 The expense of such testing will be incurred by the manufacturer. APPROVED: 03/22/2001 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2553 CONTRACTOR ENFORCEMENTDIvisIO.N (305) 375 -2966 FAX (305) 375 -290S PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305)372-6339 Your application for Notice of Acceptance (NOA) of: "Maximum Impact" 24 ga. ( 0.029" min. w/o galvanic coating) 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. ACCEPTANCE NO.: 01- 0205.01 EXPIRES: 03/22/2006 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 Ot \\s045000I \pc2000\ \templates \notice acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com a. MetalTech. Inc. ACCEPTANCE No.: 01- 0205.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 03/22/2001 03/22/2006 1. SCOPE This approves 24 ga. (0.029" min. wio galvanic coating) steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on January 17, 2001, sheets 1 through 7 of 7, signed and sealed by Robert S. Monsour, 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 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 24 ga. (0.029" min. w/o galvanic coating) 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 -(o A. //(4_- Helmy A�ilakar P.E. - Product Control Examiner Product Control Division MetalTech, Inc. ACCEPTANCE No.: 01- 0205.01 APPROVED 03/22/2001 EXPIRES 03/22/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I 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. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 3 Helmy A. akar, P.E. - Product Control Examiner Product Control Division i-1 090 — r /A' ��1 /B cw m FLAT BAR 2 3/8' P2 2' VARIOUS DEGREE CORNER PAN .050 MIN. 3/32' 3 7/32' 0) m s0 C^) m 3 1/32' 2 125 1/ A' MOUNTING HOLES 12 1/2' O.C. 11 29/32" T1 .1a CROSS SECTIONS VARIOUS TYPES OF F -TRACK NOT SHOWN 1/2' 3 7/32' 1 3/32' 7/8' 1 1/2' RETURN 14 .060 MIN. 7/8'1 3/32' 3 7/32' 1 .3/32' vARiES 1 1 5' MAYIULPJ SPECIAL NET PANEL SECTION .023 1— VARIES BLOCKING TYPICAL 15 vAPIES .060 MIN. STUD MAY 6E INTALLED IN REVERSE DIRECTION 1/8: 5 1.3/15' 3" MAX. .090 m 2" J.1 2' 2' N L3H 1 /5 .. MIN. ALL STUDS .3/8' ( TM. ) ALL APPLICATIONS �t INCLUDES STUDDED T L 1 N\ I /KNURLED A— 2 X ST -3 1 1 .10 4 S 18 -8 STAINLSS STEEL 11 1/2' 0.0. REFER 70 APPLICATIONS ON SHEETS 2 L' 3 ANCHOR MOUNTING HOLES LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG 11 0, 16 AND 19 STUDDED ANGLE DETAIL ANGLES STUDDED IN SHORTER LEG ONLY 1/8 x 1 1/2" FLAT STUDDED STRAP MAY 8E USED IN PLACE OF ANGLE COIVIRL /ES w /T1 5.F.5 C. 1 99. 4 EDIT /ON FO.? DADE COUNTY. SOUTH FLOR /DA BUILD ING CODE 2313.5 FATIGUE LOAD TE5 T/IIG AND 23 / 5 /MPACT TE5 T S DE WINO LOADS PER CHAPTER 2.; CF S.F.8_C. PRESSURE PEOWREMENT CALCULATIONS MUST BE PERFORMED PEP 45C5 7 - 85 MINIMUAI DESIGN L0A05 FOR EUILDING AND OTHER STRUCTURES GE\/ EP.AL NOTES: ALL ALUMINUM EXTRUSIONS 7 0 85 ALLOY 6053 -T6 OP EOUAL STOP.A< PANELS SHALL EE: 2d GAUGE STEEL. ASTM .4653 SO GRACE 5 A11N, Fy = 20 . -.s. /. Al/i•//MUA✓ VALLIE WITH .03 MINIMUM THICKNESS 1-107 DIP COATED. WITH A NOMINAL WIDTH OF 7 2 1i2• THE STQP.M PANEL SHUTTER. MAY BE INSTALLED VERTICALLY OR HO1.12ONTALC - : IN ACCORDANCE 70 THE DETAILED SPECIFICATIONS HERE /N. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALLIES SHOWN 1 /4 ' 01A. RAWL L OK /EOL T ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1 1 90 - MIN. SHEAR 1520 - 1 1/8 M IN. EMBED. IN CONCRETE MIN. TENSILE 1200 - MIN. SHEAR 1270 - I 1/8 MIN. 5M650. IN MASONRY 1/J - 20 PAWL CALK - IN ANCHOR ( MACHINE SCREW ANCHOR ) VI/7H 1/J -20 SOLT5 MIN TENSILE 1570 - M /N. SHEAR 1 730 — 7/5 M IN. EMBED. IN CONCRETE MIN. TENS/LE 880 - MIN. SHEAR 13 - 7/5 M /N. EM5E0. IN MASONRY 1 /Q ' PEPMA - SEAL TAPPER BY PAWL ( MASONRY SCRE 1 VARIOUS HEAD 1 /4" MIN. TENSILE 1520 — M /N. SHEAR 1950 — 1 1/2 MEN. MIN. TENSILE 880 - MIN. SHEAF. 1270 - 1 1 /J" MIN. LAMAC NAIL /N SY PAWL ( ZAMAC HAMMER DRIVES ) MIN. TENSILE .980 - MIN. SHEAR / 300 — 1 3/5" MW MIN. TENSILE 730 — MIN. SHEAR 1 320 — 1 13" " MIN TYPES ) EMBED. IN CONCRETE EMBED. IN MASONRY EM5£D. IN CONCRETE E AMEED. IN MASONRY ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1 /4" STEEL LAGS OP LARGER WITH 1 - MIN. THREAD PENETRATION. 7/4 - 20 BRASS W000 BUSHINGS OR 1/J ELCO PANEL MATES WITH 7 7/8 MIN. THREAD PENETRATION OP 1 /4' MASONARY SCREW'S WITH 1 7/5' MIN. TREAD PENETRATION. REFER 70 SHEETS 5.6 & 7 OF 7 FOR ANCHOR SPACING ANO MINIMUM EMBEOMENTS /7 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE AOD /T /ONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METAL TECH, /NC. H/ALEAH, FL " '• DADE COUNTY PRODUCT CONTROL APPROVED '• WAP.N /NG TO OWNER OR TENANT LOCATED IN EACH HEADER OR GIVE PANEL OF EACH OPENING STATING STORM PANELS WILL NO7 OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED PERMANENT FASTENER COMPONENTS, E /JBEDDED ANCHOR SOLTS. THREADED CONES OR METAL SHIELDS. NOT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL T /ME i;' 1 1 1_ I U �, Li :i T1; KEY HOLE WASHER 3 /a ROBERT S. MO 'SOUR, PE EB - 0006024 PANIC ENGINEEPING.INC. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 2.2- ` 2. em I BY ! f PRODUCT Cl/ TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q(__ •QI 24 ga. J z 0 cc 0 1 0 REV+S1ow, 0 3/20/98 06/12/98 08/14/98 12/15/00 01/17/01 R+ SP SP tr SP Sp 1 1 5EP /JRB O 1/0/9.5 SHOWN 9.900 1 4 1 NOTE* E D• NOTE* E.D. DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" E.D. .NOZE *; OBSTRUCTION A SEE ANCHOR SCHEDULE CONNECTION TYPE 'B" 500 E0 E0 FLOOR PLUG AND MACHINE SCREW ANCHOR 12' O.C. FULL STORM PANEL (TYP.) HEADER or SILL R 19 RO FLANGE MAY BE REVERSED •-- 1/4 -20 THRU BOLT W/ LOCK NUT 12' O.C. 00010OR0 CORNER PAN ANGLE MAY VARY HEADER or SILL DETAIL 5 SEE ANCHOR SCHEDULE 500 CONNECTION TYPE "B" DETAIL 9 SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED TO WITH A MAXIMUM A00 - ON OF 3" FASTENED TO PANEL BY THE USE OF 164 POP RIVETS 3/16" TUBULAR RIVETS OR 10 -24 THRU BOLTS 16" 0.C. PETNRN PAN VARIOUS SIZES NOTE' '.EO j - 7r --1 ;E0 OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYRE 1/8 X 1 l/7 FLAT BAR - SILL STUDDED MM1TH WINGNUTS SEE ANCHOR SCHEDULE CONNECTION TYPE "C" `— HE or S ILL DETAIL 2 CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER WITH /64 RNETS OR /8 TECK SCRDNS ;2• O.C. RETURN PAN. ANGLE. TUBE OP WOOD MUST BE USED ON ALL BUILD OUT CONO /TIONS To CLOSE OFF ENOS C E.D.. NOTE* 7 5/8 MAX. .t' 715 PSF MAXIMUM SLOTTED MOUNTING HOLE MAY BE USED IN CENTER WEB OF PANEL, TYP. FOP ALL SPECIAL PAN APPLICATIONS. PLAN VIEWS DETAIL 12 A. 8, C & 0 L 1 - MIN. NOtE* DETAIL 3 HEADER 0 SILL MAY BE INSTALLED IN REVERSE DIRECTION CONTINUOUS BLOCKING OF 19 3/16 ANGLE BOLTED TOGETHER WITH 7/4 -20 THRU BOLT w/ LOCK NUT USED AS HEADER OF SILL 5EE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 HEADER or SILL � QR �� A/4Y SE INSTALLED IN AS IN DETAIL 6 • •EO MAXIMUM PANEL HEIGHT 96 • DETAIL 10 1/ 3/ KNURLED STUDS WITH WASHERED VANGNLITS (TYP.) OR 1/4 -20 RNETNUT WITH 1/4 FLOOR PLUG (TYP.) 1' INS /DE CLOSER PAN ASSEMBLY FLOOR PLUG AND MACHINE SCREW ANCHOR 11 D.C. 6" 0 C . REVERSE DIRECTION CONTINUOUS BLOCK /NC R ■ 19 3/76 ANGLE BOLTED TOGETHER WITH :/4 - THRU BOLT w/ LOCK NUT 6 - G.C. USED AS HEADER OR SILL CONTINUOUS BLOCKING 16 OR O 3/16 ANGLE 1 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4 MASONRY SCREW 3 O.C. £O 3.. MIN. EDGE DISTANCE POUF:ED CONCRETE ONLY OP T10"14 USE 0" : •8 Ar. ;LE FOR PURPOSE OF EXTENDING PzLL ANIFIMM - HEADER ON TOP _J SILL ON BOTTOM O MAXIMUM GAP BETWEEN STROM PANEL AND 0.L.0. SHALL NOT EXCEED 1 /4' AS V1EWED FROM FRONT VIEW PANEL NOTCHED AT BOTTOM TO PASS OVER STUD AND WINGNUT IN GILL (EACH SIDE) HE ADER v SILL • No : * _EE ANCHOR SCHEDULE CONNECTION TYPE "C" 1 DETAIL 4 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" \— CONTINUOUS wOOD VARIOUS SIZES DETAIL 7 9 MAXIMUM NOTE:' 101 k l9 HEADER o- SILL 1 L. `J OP OTHER HEADE.' or SILL REFER TO THAT APPLICATION PROPER CONNE, T ION TYPE i0 r 1 STORM EL OCKING ( /16 1/ ROBERT S. MONSOUR, PE EB- 0006024 )4115 £HGINEE7ING, INC. MIND Y.• OP 000P OPEI :ING 2 .3/ " MAt. NOTE* MAXIMUM IMPACT` STORM PANEL HORIZONTAL INSTALLATION EL EVV TIOP) FOR E. , •'�., DETAIL 11 I / PANEL MAT" BE MOUNTED VERTICALLY OR HORIZONTALLY r SEE ANCHOR SCHEDULE E CONNECTION TYPE "D" WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE VERTICAL INSTALLATION EL ELA TION £0 E0 SEE ANCHOR SCHEDULE CONNECTION TYPE B" DETAIL 8 RC) CONTINUOUS BLOCKING BOLTED TOGETHER WITH. 1/4 -20 THRU BOLT w/ LOCK NUT P CD CONTINUOUS BLOCKING 1/4 -20 a 3/ KNURLED STUDS WITH WASH.L WINGNUTS 12 7/2 O.C. (TYF) IT SHALL EE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER. ANCHORAGE. SHUTTER SYSTEA4 MAY SE INTSALL INTO WOOD, CONCRETE. MASONRY. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE •2_p • BY MIT PRODUCT ,'' TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.(Q L - 02-05.0] AN r.L1n57nN1; 1T' 0 lI /E/ 983 ;P Q /12/ Sr n R /14 /'3P sr 01/1 SP 7 W.. 5EP / JR8 / RSM 01/10/98 VLAt SHOWN 9600/ .a 2 1 / 4 - FL OOP PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY CONNECTION TYPE "A' REFER TO DEFECTION CHART CONNECTION NOTE* GLASS ENS — TA TECH. uc 5TOP.M PANEL ° ° E "D 1/4 -20 FLOO/' PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR S LL INTO WOOD - 3/4 MIN. 1 1/4 - MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE 'B" DETAIL 15 NOTE: SERVE THRU WINDOW DETAIL 19 STORM PANEL THE METAL TECH STORM PANEL IJAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OP A COMBINATION OF DETAIL 13 NOTE* 1 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL 3/8" THRUBOL TS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P. 5. F. MAX. MAXIMUM PANEL LENGTH 48 SEE ANCHOR SCEDULE FOR ANCHOR ALL ANCHORS 12" 0.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "C" ( HEADER or SILL DETAIL 16 TYPES 4c? NOTE* 1/4" PANEL MATE SCREW WITH 1 -20 STUD HEAD e K'ITH WASHERED WINGNLIT HEADER OR SIC L • WOOD. CONCRETE OR 'MASONRY E D' • CONNECTION TYPE "A" 1/4 PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL NOTE* W000. CONCRETE OR MASONRY O 0 or 0 HEADER 0 SILL SCREWED OR BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. CONTINUOUS BLOCKING 0 Op 19 7/4• ANGLE 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL REFER T DEF CHART GLASS CONNECTION TYPE "A" DETAIL 17 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" O.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY PA NEL SECURED WITH ----' WASHERED WINGNUTS STUCCO FINISH REFER TO DEFECTION CHART .. EO - EO ° ° ° _ lJOf * SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 NOTE: * ICI ECx tvc STORM PANEL HEADER or SILL ROBE ),6 / S. MONSOUR, PE EB- 0006024 WirIC ENGI NEE PING. nC NOTE* I:7 CONNECTION TYPE "A" . `_/OR® o . GLASS _� o N07E ®OR® CONNECTION, TYPE "A" 1='[' 5fi UCCO INSTALLATION DETAIL 14 E D. NOTE* SEE ANCHOR SCHEDULE CONNECTION TYPE "A" A ND DETAIL 19 WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR, SUCUREL Y ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 0 31Z2-1 Z001 BY PRODUCT CCSNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0J • 0I HEADER or SILL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY. —J W z 2 cc 0 r cn / r.EN:151011; 03/2 04/20/98 0f/12/98 O / / 98 01 /1 7/01 t i h' SP SP sP sr Sr t 00 i \l SEP / JR8 / R5M 01/10/97 SHO 9800 3 7 ..�" DESIGN PRESSURE PANEL SPAN 44.40 124" 47.81 123 51.23 719" 58.06 1 12" 61.47 109" 66.85 704" 71.46 100" 75.30 95" 81.45 88" 86.83 ' 82" 91.44 78" PANEL HEIGHT 1 0 -90" I 90" - 12 4 " WALL MOUNT 2 5/8" .3 1 /2 " INSIDE MOUNT 2, 5/8 " .3 1 /2 BUILD OUT 2 5/8 .3 1/2 PANEL HEIGHT 0 10 -J' 104 - 12 .1 .. WALL MOUNT 2 " I 2 1 /4 ,. INSIDE MOUNT 2" ! 2 1/4 BUILD OUT 2" i 2 1/4" THE METAL TECH STORM PANELS MAY BE INSTALL ED WITH OR WI T -/OUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. .--A >; C\I \ 24 ga. STEEL FRONT V1EW SIDE VIEW HORIZONTAL BRACE STRAP 1/ -20 STUD WITH WINGNUT 12 1/2" O.C. DETAIL "G" 1 2.1" MAX. PANEL HEIGHT NO PANEL STRAP lS REOUIRED 1 MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAIL FASTENER MUST BE IN NORROW PORTION OF KEY HOLE. IF NOT A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE EXPLODED ASSEMBLY PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/‘" (TYP. ) DETAIL "F" 1 /8 .. X 3/4" FLAT ALUMINUM GAR SIDE VIEW FRONT VIEW DETAIL 13 ON SHEET 3 Les Zr' .I ///, DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM ND HOR. OR SILL KEY HOLE WASHER HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY DETAIL 3. & 8 ON SHEET 2 C\ DETAIL 3. & 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL WALL MOUNT ANCHORING PANEL TOP & BOTTOM WITH .STUDDED HOP/SILL FRONT VIE it SIDE VIEW DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 N HEADER N CLASS —_ // SILL DETAILS 3, AND 8 ON SHEET 2 WALL MOUNT WITH HOP. AND SILL 1 124 MAX. PANEL HEIGHT ONE PANEL STRAP COCA TED MIDSPAN 1 PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE EiETWEEN GLASS AND PANEL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION' DETAILS 5,7.9, 10 AND 1 1 ON SHEET 2 GLASS ROBERT "g. ME4NSOUR, PE EB— 0006024 PAIIMS ENGINEEQING, INC. \I HEADER /// DETAILS 5.7,9.10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS SLL BUILD OUT WITH HDR. AND SILL CLASS DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 V - , #'FADER SILL DETAIL 4 ON SHEET 2 INSIDE MOUNT WITH HOP. AND SILL APPROVED AS COMPLYING WTTH THE SOUTH FLORIDA BUILDING CODE DATE• . 2c. BY AP�..... :�L.if PRODUCT C''� ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 01 O LOS '01 , 3 /20 /SS s RENT niorl ; PY C ' 06/12/98 sP 08/14/9S sP 12/04/00 sP 0 1/17/01 sP I V e 0 �o — 5 o § w W 1 t- o S£P /JRH o r /10/98 WAM SHOWN 9800/ �/ 7 .�� ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 59.6 PSF 71.5 PSF POUREOCONC=ETE. CONCRETEBLOCK POUCEDCONCRETE COJCRETE CONNECTION TYPE CONNECTION TYPE CQUU CNON TYPE CONNECTION TYPE ANCHOR TYPE PANEL E.D. A B C D I E A B C D E A 6 C D E A B C D E 68 Span 3 16 13 11 13 13 • 16 13 13 13 13 16 13 9 13 13 16 13 10 13 13 16 13 7 13 13 16 13 6 13 13 16 13 9 13 13 1 16 13 11 13 13 16 13 7 13 13 ! 16 13 9 13 13 _ ..... ...... ... . 16 13 6 13 13 16 13 7 13 13 2 I 1 y �1 ,1 /4 1/4" SLEEVE ANCHOR 1 1 /4 MIN. EMBEDMENT 8e" Span 3 16 13 8 13 13 16 13 10 13 13 16 13 7 13 13 116 13 8 13 13 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 16 9 8 12 13 16 8 6 10 12 I 16 8 7 11 12 15 7 5 9 10 15 7 5 9 11 2- 1 / 4 105 Span 3- 16 9 7 12 13 i 16 9 8 12 13 16 8 6 11 12 16 E 7 11 12 15 7 5 10 11 16 7 5 10 11 15 5 6 7 6 15 5 7 7 6 14 5 5 6 5 1 14 .5 6 .. 5 12 : 4 4 6 5 1 12 4 4 6 5 2 ' 1/4 124" Span 3' 15 5 6 7 6 15 5 7 7 6 i 4 5 5 6 5 14 5 6 6 5 12 4 4 6 5 12 4 4 6 5 - cr _;:: - , =:z .:: __ _ - =ar :.:s. : •1 :::1: ...... := `.. a- r^r".G_,. :•:c:5sur-mr: -" .i,Y a -c :-ci;._ ii. =x; z r . . `a•'P+'v � � `5� . •i1i ,:r_ - ..::.....: :'_; ;:._°:::_;il Sis: _; = _i=ce }`-- '.� _'- - x r 7 "::' . ..,,-, --a . T,=.,4ir te:. ,::: •i -^ a a .�_ 1-, -.: s '' " • . ^i •s�2= ::a`c. ,:r - .7 - : 7: • • •'_:i :r1- ::•1.: �:..` _ 1 ... 2' 1 " 66' Span 3 16 13 10 13 13 16 13 8 13 13 16 13 7 13 13 ! 15 13 7 13 13 16 13 6 13 13 14 13 6 13 13 16 1 1 13 7 13 13 . . 13 ..... 8 ... ... 3 ..... 13 ... .... 14 ... ............. 16 13 7 13 13 13 13 6 13 13 ..................................................................... 15 13 6 13 13 i 12 12 5 12 12 2' 1111 1 /4 - _ I 1 /4" SLEEVED 1 3!B" DRIVE ANCHOR MIN. EMBEDMENT 88 Span 3 16 13 8 13 13 13 10 6 13 13 16 12 6 13 13 12 9 5 12 12 14 11 5 13 13 ! 11 8 4 11 11 15 7 6 10 11 ! 11 5 5 7 8 13 6 5 9 10 i 10 5 4 6 7 12 6 4 8 9 ■ 9 4 4 6 6 2- 1/4- 105' Span 3 15 7 6 10 11 i i 5 5 7 8 13 6 5 9 10 I 10 5 4 7 7 12 6 4 8 9 19 4 4 6 7 13 4 6 6 5 9 3 4 4 3 11 4 4 5 4 1 8 3 4 4 3 10 4 4 5 4 17 3 3 4 3 — i [ 2' 1, 1/4' ZAMAC 1 3/8' HAMMER DRIVE MIN. EMBEDMENT 1 114- 124" Span 3 2' 13 4 5 6 5 9 3 4 4 3 11 4 4 5 4 ` 8 3 4 4 3 i 10 4 4 5 4 7 3 3 4 3 -•• - s+s. +.:' <•� `5' :== 3F': ` : �':•_, • :: •- -" Ec ?n5''c1`.:= .;;.= •'_'-= _ -'•• - . t<;t�' s.P �?h'i,ffe -a' u ,rPE5 �:' „= "••rte}' '•:.•it •e'_' . i'' .t. 4 :5 • te '_ . -. "`s . c r ?.•5 : 4 :e . r n n at �;� "•t r, — _•_••c- •_ r�:<. 5i x= " 'i+.` 4 1 22. 2. A _'-' -' • iy+ s} . __ rJap : ,, - • c - +r:: r..Y: ,f: '' " - ::-...-Toe, '::+Br at 'R? .'F l� a: :: .�fl�`�:��' �.�. �'1:':::' :` :A.:�.. :tl. �..J 4:3 �� T: SI.'�''•Ri ,. _, . : - . :.: -: _�•_. � -,. .:. �- � ..._ 1 1/4' t.t! flat — VARIOUS HEAD TYPES :i>.1IiVU. ll�ttM f 5IV Ia:¢f il l[1r� Lt��itI�ICSt�j��isl� 1 /4" MASONRY SCREWS 1 1/2' MIN. EMBEDMENT 68" Span 3" 16 13 13 13 13 ': 16 13 9 13 13 16 13 12 13 13 16 13 7 13 13 16 13 10 13 13 ; 16 13 6 13 13 16 13 13 13 13 16 13 10 13 13 16 13 8 13 13 16 : 13 7 13 13 15 13 6 13 13 1 14 13 5 12 13 2' 11/4- 88' Span 3- 16 13 12 13 13 ! 16 12 7 13 13 16 13 10 13 13 14 11 6 13 13 16 13 8 13 13 13 10 5 13 13 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 i 12 6 5 8 9 16 9 7 12 13 i 11 5 4 7 8 V 1 1/4" 105- Span 3' 16 11 10 13 13 13 6 6 9 10 16 10 8 13 13 12 6 5 8 9 16 9 7 12 13 : 11 5 4 7 8 16 7 8 9 7 1 11 4 5 5 4 16 6 7 8 6 10 4 4 5 4 16 : 6 5 7 : 6 1 9 3 3 4 3 2 t 1 /4" 124' S Span D 3 16 7 8 9 7 i 11 4 5 5 4 S 16 6 7 8 6 1 10 4 4 4 16 6 6 7 6 9 3 3 4 3 a'?- ..�,.c>'= '`.:a r' ;i+:i3: _i • P.44,I(" •'. ` 4 ; _ +�{".•'p' .-•+�. -_ 2 " .'r e:•P1.1.& 7 t" 2 �� 7{ .. ; A �« l ty ': . 4 .1�'�: 2 �n : r..=' -.'e=iI'a° C 4 ai is I r L' :`•:{'•Ink V ' ?:`•�� 1 .: ti vi: i4 'a'.�4 u t! 'uf'.',_r5'*r�� it •{••• t .gAgg. • 7 s•}T�• 6 ;;: � ��L' � 7: : :5!: .4 :ice rnI 1 r lt,. :ar t 1 /4' 68' Span 3- 16 13 13 13 13 116 13 9 13 13 16 13 13 13 13 16 13 8 13 13 16 13 11 13 13 ! 16 13 6 13 13 16 : 13 13 13 13 , 16 13 8 13 13 16 13 11 13 13 16 13 6 13 13 16 13 9 13 13 14 13 5 13 13 2.5 /" 2 " 88 Span 3" 16 13 13 13 13 16 12 7 13 13 16 13 11 i3 13 14 11 6 13 13 16 13 8 13 13 13 10 5 13 13 16 13 11 13 13 13 6 6 9 10 16 12 9 13 13 I 12 6 5 6 9 16 11 7 13 13 1 11 5 4 7 8 1/4.20 x 7/8' . 1/2' DIA. MACHINE SCREW ANCHOR 7/8' MIN. EMBEDMENT 2.5' 2 105' Span 3 16 13 11 13 13 13 6 6 9 10 16 12 9 13 13 12 6 5 8 9 16 11 7 13 13 ! 11 5 4 7 8 16 a 9 11 9 , 11 4 5 5 4 16 8 7 10 8 ; 10 4 4 5 4 16 7 6 9 7 19 3 3 4 3 2.5' 2- 1 24 - Span 3 16 8 9 11 9 1 11 4 5 5 4 16 8 7 10 8 { 10 4 4 5 4 16 7 6 9 7 I 9 3 3 4 3 it r� 1 r '; .; r 4"4: 1. .kink . r a 'r'- m'-'..it i°i5 + iri -..7 oy' "5:`s1 ' �i 5 ii �' ii: 49 1:gi• ".• i.i'r8:1is'. 'ir:E.".u.r2 `°7' „u 67 r3�i ''�• '.aa,a•s r rfmT r zags c .. , �F ! r'''I_+"'; r .'.:- ',{aY..•'r'2 _.,',.. }:.4:�: 1.11IR.• T{� :g: n a •:. si3� 2.5' _ 2 ■ A N C H O R S C H E D U L E / n/ ROBE T S. MONSOUR, PE EB- 0006024 VMS" ENGINEE PING , INC. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUI+I ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR TO VE R, IFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATED ZZ as 1 BY PRODUCT le ' OL DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 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'iY �_ � •� -.. 2.5 2 A N C H O R S C H E D U L E ( ROBERT S. MONSOUR. PE EB- 0006024 D ENGINEE PING. inc. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. M /N /MLjM ENSEDME/IT AND EDGE DISTANCE E`:CLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITION: THAT APE NOT ACCEPTABLE. IT SHALL SE THE RESPONSIBIL in- OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OR THE STRUCTURE TO WITH STAND r% ADDiTiQN4L LOADS AND iN5IJ,RE PROPER ANCHOR4:=E. SHUTTER SYSTEM Mx :Y SE /NTS.,LL ;NrG WQO^ CONCRETE OR MASONRY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE A 3 22. a • BY .911 /, PRODUCT sir - OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.0 I - Q 20 S-6I Pry -Antis ji,, (1 /• +s.; 06/12P:18 08/I 4/'9R 01117 /t )1 CP SP- sP SEP /JRB /R:N 01/10/93 . iri S 9300 Iacn 6 7 o+rf. WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF _ CONNECTION TYPE CONNECTION TYPE _ __ CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A I B I C HD E A 1 B I C I D I E A I 8 I C I 0 I E A I 8 C I D I E BRASS WOOD BUSHING gqj I' MIN. PENETRATION 1/4 -20 68- SPAN 14 13 5 13 13 11 g 4 11 11 9 4 4 6 7 8 3 3 4 3 12 12 5 12 12 g 4 3 6 7 8 3 3 4 3 .t �. _ .... � 1' �'" 10 7 4 10 10 8 3 3 4 3 � -:*Ti:',-- i _ � ^ G y . �:�f ... .. � M 9 4 4 6 7 ` 3 3 t 88' SPAN 105 SPAN Xl R [ . t . �. tip . ..« a 124 SPAN t , f�GGt�Ir��111�� \Vt > = WOOD LAGS 1' MINIMUM TREAD PENETRATION 1/4' 68' SPAN 16 13 8 13 13 14 11 6 13 13 12 6 g 8 9 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 r ' 16 13 8 13 13 14 7 6 9 10 12 4 5 6 4 ... x -. t ♦ 14 9 6 13 10 4 4 5 s x .. _ 16 10 7 13 12 5 5 6 f ,f _'� > ; s s 13 4 :na 13 5 1 '�• f n .. 12 6 5 8 9 9 3 4 4 3 , x = �, ` L �. afy4 t t z .. F s f . .. � -�.� - 14 7 6 9 11 1 1 4 5 5 3 88" SPAN 105 SPAN 124' SPAN v}��F } r � �". Lp\y t t yt t It ° WOOD LAGS 1" MINIMUM TREAD PENETRATION 5 /16 68" SPAN 16 13 10 13 13 16 13 7 13 13 14 7 6 9 10 12 4 5 6 4 88 SPAN 105 SPAN ��` T ' ti� � �>` r x� " - l- ' '^ . ma 16 8 7 11 13 13 4 6 5 4 ; t� r � J 3 ?e i x. 124' SPAN t �Y= ' f h .. ..'r ... iw . IT -:: . _.. � w,.i{ 16 12 8 13 13 14 5 6 7 6 s; " ' ` r % a 1" 7 � Ft t t. t ,.,,, _ - - \ \ �� }�}�� WOOD LAGS MINIMUM TREAD PENETRATION 3/8" 68" SPAN 16 13 11 13 13 16 13 9 13 13 16 8 7 11 12 13 5 6 6 5 16 13 9 13 13 16 8 7 10 12 14 5 6 6 5 88" SPAN 105' SPAN 124" SPAN �r��t tt rr�� t V t \ - . 2, : \ y � � � WOOD LAGS 1" MINIMUM TREAD PENETRATION 7/1 6 68" SPAN 16 13 16 13 1 9 13 13 16 9 8 12 13 15 5 7 7 6 13 16 8 10 8 12 13 15 5 7 7 6 > 7.. ; ?.:::.. 16 13 6 7 8 7 f/ t3 f = 1_ ` ' fi x ` " ` z 14 5 6 6 1 4 88" SPAN 105 SPAN .: CJ r� . n r �? c 124" SPAN PANEL MATES THREAD PENETRATION 1/4' 68" SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 ,. .... 10 4 3 5 4 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 ,. -.f3: � 6 ^.... 14 9 6 13 13 10 4 4 5 4 �^ u z s 1 c = f t a � `s,..,, a 4R✓ L X f ,x ....,, h T V 12 9 3 4 4 3 a f t >,. e ' r ` fr n'q rr yt ^a 1/4" 1 7/8' MIN ELCO . 88" SPAN 105" SPAN 124' SPAN 1l4 68" SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 4 3 5 4 15 13 6 13 , 13 12 6 5 8 9 10 4 4 5 4 £ :; M 14 9 6 13 13 10 4 4 5 4 .F ,}f C P ? g 12 6 8 9... 9 3 4 4 y " % 1V > F 1111th, } t t ` t S r } 1 ��I � r � }� 1/4" ELCO PANEL MATES 1 7/8' MIN. THREAD PENETRATION 88 SPAN 105' SPAN 124 SPAN VERIOUS HEAD TYPES 1/4 68 SPAN 16 13 8 13 13 14 11 6 13 13 12 6 5 8 9 10 . 4 3 5 4 15 13 5 13 13 12 6 5 8 9 10 1 4 5 4 14 9 . 6 13 13 • 10 4 4 5 4 ;~ f � r� } e z 12 6 ! 9 8 9 9 3 4 4 3 " 88" SPAN W-MMUM-111-1- 1/4" MASONRY SCREWS 1 7/8" MIN. THREAD PENETRATION 105' SPAN 124" SPAN i A N C H O R NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARF FOR DETFR_MMING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO KITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. S C H E D U L F ROBERT S. MONSOUR, PE EB- 0006024 PRIM EN IIIC. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE I• !/1./I i ril if DATE BY PRODUCT C 3 TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 I — 0Z03 rr II: ;r 7 SEP /✓RS /RSM / 7 o 0/98 SHOWN 9800' v<n 7 Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 73- 06 Job Address CCe., 4/C 93 �- Tax Folio 1/ ; Z : r) • / 65' 6 0 No Legal Description Historically Designated: Yes Owner/Lessee / Tenant ,4%,./ D // V 2 )// Dc 4 /). Master Permit # 93 3 Owner's Address C56 O'F 93 ` i / / 4• 35/5 hone (7OS - 7 5 3 Contracting Co. 0%/t ?.? - 4Gf ,/hf y K'O 7 7 ,/ Address ( 7 c /114 93 S r, /44-W / .33/.36 Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �T - � l /��D� S /, /f �//AD7r0 l CMG's • Square Ft. 2 (/ r 6fro,e 6 Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date . My Commission Expires: FEES: PERMITU, a RADON Address Estimated Cost (value) 7e)c) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. �'- 7 Signa , e of Contra for or Owner - Builder Date t l� 0/2 �� 662-- 3v — jQ o dry : , �� f d �A My Co ssion � � ATE OF FIA �� 1SSlON NO. CC714103 �� COMMISSIO MISSION EXr. MAIL = C.C.F. ° ( Y 0 NOTARY APPROVED: Zoning Building Mechanical Plumbing Engineering BOND TOTAL DUE Date METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah Acceptance No.: 95-12112.04 Expires:05 /02/99 Approved: 05/02/96 FL 33012 CONDITIONS BUILDING CODE COMMITTEE BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Aluminum Tube Mullions (1 x 2, 1 x 3 & 1 x 4) Un clipped under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. M95 - 15D, Sheet 1 of 1. (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Sunshine Windows Mfg. Inc, ACCEPTANCE No.: 95 - 1212.04 1. DESCRIPTION OF UNIT 1.1 1.2 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 0 2 1996 . MAY 0 2 1999 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. Model Designation Sunshine Windows 1" x 2 ", 1" x 3" and 1" x 4" (Un- clipped) Aluminum Tube Mullions. (Non- reinforced). To be used to support only Sunshine Windows Series 2000 Single Hung Windows with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of: 2.1.1 Main component is an extruded aluminum rectangular tube of 1/8" wall thickness. Tube dimensions are: 1" x 2 ", 1" x 3" and 1" x 4 ". Tube material is aluminum alloy 6063 -T5. 2.1.2 Additionally, both extruded aluminum jamb members (Part SSW -011), approved for the units listed in Section 1.2 2.2 Tested specimen: A side -by -side configuration, consisting of two 53 -1/8" wide x 63" high Series 2000 Single Hung Window units mulled together. Overall dimensions: 8' 10- 5/16" wide x 5' 3" high overall 3. LIMITATIONS 3.1 This approval applies to un- clipped structural mullions to be installed vertically, as shown in Section 10. 3.2 Mullions are to be used only to support Sunshine Windows Series 2000 Single Hung Windows with a current Notice of Acceptance. 3.3 The maximum mullion span (length) shall be: 74 -1/4" 3.4 For Design Pressure Rating vs. Mullion length, see "Anchor /Mullions Design Capacity Chart" on Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 3.5 For anchoring condition, see "Anchors" Load Chart for each anchor type: "A" (with one screw on each side of mullion) OR "B" (with two screws on each side of mullion) as shown on Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 3.6 Both mullion and anchor design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in which it is to be installed. 3.7 Window sizes and design pressures are to be limited only to those appearing on Charts referenced above and also listed in the individual window's Notice of Acceptance. Ma el P-rez, P.E. Plans g aminer II Produ Control Division Sunshine Windows Mfg. Inc. ACCEPTANCE No.: 95- 121' - 2a - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 0 2 1996 : MAY 0 2 1999 4. INSTALLATION: 4.1 Vertical Application only: This is an unclipped mullion, therefore no clip angle is required to be installed to independently support the mullion. Windload is transferred at each end of mullion to sill/head members through four (two per corner) #8 x 1" SMS through head (and sill) into jamb screw splines. 4.1.1 Anchor Type A Using two 3/16" x 1 -3/4" Tapcons at 4" inches from each side of mullion centerline, thru the head with Tapcons dirdctly into a 2x wood buck (1" min. embed) and thru the sill with two Tapcons directly into a precast concrete sill with a minimum embedment of 1", as shown on Cross Section, Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.1.2 Anchor Type B Using four 3/16" x 1 -3/4" Tapcons, one at 4" inches from each side of mullion centerline and another spaced at 2 -1/2" o.c. from the first, at each side thru the head with Tapcons directly into a 2x wood buck (1" min. embed) and also thru the sill with Tapcons directly into a precast concrete sill with a minimum embedment of 1", as shown on Cross Section, Drawing No. M95-15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each mullion shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window attached to mullion. 6.1.3 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows, mean roof height, length and width of building. 6.11.4 Manufacturer's installation instructions. Manu l Perez, P.E. Plan J xaminer II Product Control Division TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT 0.25 CFM/FT FTL -1360 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 POSITIVE +59.5 PSF FTL -I360 +59.5 PSF FTL -1360 UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202 -94 NEGATIVE _ -59.5 PSF FTL-I360 -59.5 PSF FTL-I360 WATER RESISTANCE (PSF) SFBC PA 202 -94 +8.90 PSF FTL -1360 +59.3 PSF FTL -1360 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE +89.0 PSI' FTL -1360 +59.3 PSF FTL -1360 UNIFORM STATIC PRESSURE AT FULL TEST LOAD ASTM E330 I'A 202 -94 NEGATIVE -89.0 PSI' FTL -1360 -59.2 I'SF FTL-I360 This is a verification test only. For Design Pressure Rating vs. Mullion length and Anchor type, see Chart on Sheet I of I, of Drawing No. M95 -I5D, bearing the Dade County Product Control approval stamp. Sunshine Windows Mfg. Inc. 7. TESTS PERFORMED RESULTS -2b- ACCEPTANCE No.: 95- 1212.04 APPROVED EXPIRES V 0 2 1996 fr IO 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: This mullion cannot be installed as part of an impact resistant unit. 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1360, dated January 17, 1996, re- issued on 1/22/96 and 1/17/96, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 Drawing No. M95-15D, Sunshine Windows Mfg. Inc., "Single Hung Window (2000) " Sheet 1 of 1, prepared by Al- Farooq Corporation, dated 11/17/95, revised on 2/8/96, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 8.3 Calculations: 8.3.1 Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 10/19/95, signed and sealed by Humayoun Farooq, P.E. Ma -1 Perez, P.E. Pla Product Control Divisio xaminer II Sunshine Windows Mfg. Inc. ACCEPTANCE No.: 95- 1212.04 MAY 0 EXPIRES : MAY 0 2 1999 APPROVE NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See Mullion and Anchor Load Chart on Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For typical mullion system cross section and for anchoring details, see Drawing No. M95 -15D, Sheet 1 of 1, bearing the Dade County Product Control approval stamp. Manu Perez, P.E. Plans E iner II Product Control Division Sunshine Windows Mfg, Inc, ACCEPTANCE No.: 95- 1212.04 : MAY 0 2 1996 MAY 0 2 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 lusted below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Manus' Perez, P.E. Plans E iner II Product Control Division A e 1 SCREW EACH SIDE 3 4. 2 =KAYS EACH SIDE CONNECTION _ WITHOUT MUWON F . 2 . Z TO STRUCTURE CUP WINDOW ANCHOA WINDOW WIDTH (IN.) DIMS HBGHT (IN.) ANCHORS : # MUWONS HEAD AND SILL W L A J B 0 1x2 1x3 1x4 19.125 26.5 37 53.125 26 183.2 366.5 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 227.5 300.0! 300.0 19.125 26.5 37 53.125 38.375 104.5 209.1 290.1 300.01 300.0 86.51 173.0 209.4 300.0 300.0 78.3 156.7 150.0 234.6 300.0 78.21 156.5 104.5 163.41 223.8 19.125 26.5 37 53.125 50.625 73.31 146.7 166.7 260.8 300.0 58.2 116.3 120.3 188.2 257.8 48.5 96.9 86.2 134.8 184.7 44.9 89.9 60.01 93.91 128.61 230.71 166.51 19.125 26.5 37 53.125 63 56.4 112.7 89.3 168.41 43.71 87.4 64.4 121.51 35.01 70.0 46.2 87.0 119.2 29.81 59.5 32.1 60.61 83.0 19.125 26.5 37 53.125 74.25 46.6 93.1 54.5 103.01 166.1 35.61 71.3 39.41 74.41 119.9 27.91 55.8 28.21 53.31 85.8 2271 45.51 I 19.61 37.11 59.81 A e 1 SCREW EACH SIDE 3 4. 2 =KAYS EACH SIDE CONNECTION _ WITHOUT MUWON F . 2 . Z TO STRUCTURE CUP WINDOW ANCHOA f E i : # 0 --- VTN181V VDDTH VTNBOV WIDTH --- 1 OR 2 SCREWS AT EACH SIDE OF HULLS ALL WINDOWS WIDER THAN 28 -1/2" TO HAVE FASTENERS AT CENTER OF HEAD & SILL FOR OTHER PERIMETER ANCHORS REFIT TO PRODUCT APPROVAL. ANCHORING CONDITIONS VARYING FPL. 11: DOSE SHOWN IN THESE CA.J:LRATIONS SUF.:L:1 SUF.:.: TO SEPARATE ENGINEERING REVIEW. # 10 X 3/4" S.M.S. ID 6' FROM ENDS & 24 0.C. MAX 3 /JAMB UP TO 38- .3 /E' HIGH 4 /JAMB OVER 38 -3/3` HIGH TYRCA. FRAME JAMB SSW -011 1 X 2 X 1/8" ALUM TUBE TORAL PROPRRTISS III = .695 IN, Sz = .560 IN? TYPICAL MUWON SEE MUM' ION GRAPHS FOR WINDOW SEE CORRESPONDING COMPARATNE ANALYSIS WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LG..S IMPOSED PRECAST CONC. 3116' TAPCONS SILL 1 MIN. EMBED MULLIONS CONTAINING FRAME MEMBER # SSW - 01 1 1 X 3 X 1/8' ALUM TUBE HEAD & SILL ANCHORS FOR MULLED WINDOWS W /OUT MULLION CUP 3/16' TAPCONS 1' MIN. EMBED. .JiO$1ZQM OR VERTICAL SEE WIDOW OR DOOR APPROVAL FOR FASTENERS SIZES ANC SPACING ' L�12 PROPhRTIBS I8 = 1.313 IN. Sx = .8-76 IN? 1 X 4 X 1/8" ALUM TUBE FRAME JAMB SSW -011 T 5/16' MAX." 5/16' MAX. 1 .° Iu = 2.400 IN. SS = 1.200 IN RECTANGULAR ALUMINUM TUBE MULLIONS (UN- CLIPPED1 WINDOW FRAME MEMBER # SSW -011 INCLUDED IN PROPERTIES, APPROVED AS COMPLYING WITH THE AT EACH SIDE SOUTH FLORIDA BUILDING CODE DA MI : 19G BY PROEM ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q 1 210.0 1 -i INSTRUCTIONS USE MUWON /ANCHOR LOAD CHART AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE GADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING MUWON LOAD CHART DETERMINE MUUJON CAPACITY WHI CH MUST EXCE THE DE SIGN LOA) SPECIFIED IN STEP 1 ABOVE. USING ANCHOR LOAD CHART SELECT ANCHOR WTM �'� DESIGN RATING MORE THAW THE DESIGN LOA SPECIFIED IN STEP 1 ABOVE NOTES• 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE PPPUCABLE DADE COUNTY REQUIREMENTS I.E 'MIND LOAD. AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANT CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -75. DWNEER: HUMAYOUN FAR000 PE 0 16557 U Z z g n 0 O T. b ( Y I I i 8I draw ng no. FEB 0 8199 M95 -15D S (oheet 1 of 1-1 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Your application for Product Approval of: Series 1650 Aluminum horizontal Sliding IViruloly (7/16" annealed glass) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, For listing see Section 8 of this Notice of Acceptance. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the Specific Conditions set forth on pages 2 et. Seq. and the Standard Conditions on page 3 for glazed products. This approval shall be valid for a period of four years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptaf tee N¢':,: 95- 0213.05 qi xpiti's:02 /28/99 Raul Rod - iguez Product Control Division Supervisor THIS IS THE COVERSIJEET, SEE ADDITIONAL ('AGES FOR SPECIFIC AND GENERAL Approved : 05/0 4 /95 CONDITIONS BUILDING CODE COMMITTEE HR (OX) 3/16 GLASS METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. TIIE IN.4rAL1.A7 ION OF 'FINS UNIT Vv ILL REQUIRE A II URRIt: ANA Director rim rECI'I SYSI't:JI, Building Code Compliance Dept l _ Metropolitan Dade County LS t'anger, Sunshine Window Mfv. Inc. ACCEPTANCE No.: 95- 0213.05 1. DESCRIPTION OF UNFU 1.1 This approves an aluminum horizontal sliding window designed to comply with the South Florida Building Code 1994 Edition of Dade County and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ". 1.2 Mod I Ic pesign: tLion Series 1650 Aluminum Horizontal Sliding Window 1.3 Overall Size: 61:4 2'c' wide by 5'3 "highx2 "deep onfiguratiork : XO 1.5 No. & Size of Vents: One operable vent: 37 5/16" by 59 5/8 ". 2.0 MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T6 2.2 Glazing: 2.2.1 Glazing Material: 3/16" annealed glass. 2.2.2 fdazin Method: Interior glazed using glazing tape and extruded aluminum snap -in glazing bead. 2.2.3 1)a ylight ping: Fixed vent : 33 1/2" wide x 57 1/2" high; operable vent: 33 9/16" wide 57 1/2" high 2.3 Frame Construction: Extruded aluminum head and jamb 2 3/4" face x 2" deep with two screw spline. Fixed sash frame extruded aluminum hollow vertical intermediate mullion with vertical two screw spline 1 3/4" face x 1" deep and extruded aluminum 15/I6" lace x 2" deep. Butt joints: frame corners secured with two No. 8 by 1" sheet metal screws 2.4 Sash Cynstruction: Extruded aluminum hollow interlock stile 1 5/8" wide x 1 7/8" deep with two vertiehl4ilii ?� E lrtidetl atnininum hollow lockstile Butt joints: vent corners secured with two No. 8 by 1" sheet metal screws. 2.5 Weatherstripping;. Single pile with integral plastic tin in fixed meeting rail, vent top and bottom pi Single vinyl bulb in vent jamb rail. 2.6 liardwarv: One metallic roller with plastic housing at each end of vent bottom rail. One metallic can' One plastic guide at each end of vent top and bottom rail. punch out, forming a louver, each with an open cell foam pad, in cud. One 1 3/4" weep notch in screen track, 2 1/4" from each encl. lock at midspan of vent meeting rail. 2.7 Weepholcs: One 2 .V /4" ! by 3/16" exterior ,sill tlance. 3 1/2" from each APPROVED EXPIRES : February 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.8 ■untins: None 2.9 Rcintoil:..6n , None • 2.10 A a Description: The flange type frame. 2 1/2" high overall interior sill flange. -2 Mai>'tlel Perez, P.E. Plans Examiner 11 Product Control Division MY 0 4 19 9 5 Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213,05 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : #8 x 1 1 /4" FI -IS located 6" from corner and 20 1/2" o.c. HEAD : #8 x 1 1 /4" FI -IS located 5" from corner and 21 1/2" o.c. JAMBS : #8 x 1 1/4" FFIS located 4" from corners and 18 3/8" o.c. - 2a - APPROVED EXPIRES MAY 0 4 1995 Man cl Perez, P.L. Plans Examiner II Product Control Division tbruary 28. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.9 Screen: None 2.10 Sealant: Following were sealed with black colored sealant: each frame corner; each installation screw in each frame jamb; each vent corner. One 1/2" by 3" long open cell foam pad in frame sill at each exterior weep hole. One 1" by 1" by 1/2" adhesive closed cell foam pad in frame above and below fixed meeting rail. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Design Pressure Rating as shown in Section 7. 3.3 Units with dimensions equal to or smaller than those shown in Section 10 qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only that comparative analysis approved by this department. Note: Please see note # 1 1. Page 3 4.2 Sub -bucks shall be cif pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" long fasteners or equivalent. 4.3 FkrelroiitlWhll' tibn lwhere the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same diameter and spacing and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected 5. 11)CNTd FitA`!l'ION 5.1 Lacli unit shall bear permanent label with the manufacturer's name or logo, city, state and following statement` 'Da0euounty Product Control Approved ". 5.2 The tetS'veie' peri'onued according to PA 202 -94 and AAMA 1302.5 -76. TEST RESULTS DESIGN LOADS AIR INFILTRATION (Of, 1.57 PSI' ASTM [283 (0.37 CFM /FT') 0. 29 CFM / /FT UNIFORM STATIC PRESSURE DESIGN LOADS ASTM E330 PA 202 -9.1 POSITIVE 30 Seconds +68.2 PSF +68.2 PSF UNIFORM STATIC PRESSURE DESIGN LOADS ASTM E330 I'A 202 -94 NEGATIVE 30 Seconds - 83.1 PSI' -83.1 I'SF WAVER RESISTANCE (I'SF) ASTM [547/i„)31 with a 2 1/2" sill height "1 10.50 I'SF 8.30 I'SF +70.0 PSI' +55.33 PSF i ll —, .1'4,t..l 1, .iy �'' . WATER I f SI,S` FANCE (i'SF) I ASFtvI E547/[33I with a 1 3/4" sill height UNIFORM STATIC PRESSURE FULL VEST LOAD ASTM E330 PA 202 -94 POSITIVE t IOT.O I'SF +69.33 PSF UNIFORM STA'T'IC PRESSURE FULL TEST LOAD ASTM E330 I'A 202 -94 NEGATIVE -101.0 I'SF -69.33 PSF FORCED- ENTRY RESISrAN;CF'(FER) AAMA 1302.5 -76 FTL -1084 _ Dcsigq a'ressure Rating (Positive) with 13/4" sill height Design Pressure Rating; (Negative) with I 3/4" sill height +55.33 I'SF -69.33 1'Sr Dcsig n Pressure Ra (1'asitiv,c) with 2 I /2" sill height Design I'ressurc rioting (Negati e) with 2 1/2" sill height +68.2 PSF -69.33 I'SF Sunshine Wigadow Mfg. lac. ES 'I S I'I,RFORMED ACCEPTANCE No.: 95- 0213,05 fVl�l'(0 4 1995 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2b - February28. 1992 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1. I This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. Mantel Perez, P.E. Plans Banlincr II Product Control Division Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213.05 APPROVED NOTICE OF ACCEPTANCE: SI,'I;CI1[' IC CONDITIONS -2c- MV111Y 0 4 1995 EXPI RES : February 28. 1999 8. EVIDENCE SUBMITTED 8.1 Tests: 8. I . I Test reports on I) Air Infiltration Test, per ASTM E 283 -91 and PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per ASTM F 330 -90 and PA 202 -94. 3) Water Resistance Test, per ASTM E33I /E547s PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 along with installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc. "Pest Report No. FTL -1084 dated December 22, 1994 and reissued February 8, 1995 signed and sealed by Yamil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and door elevation. Mandel Perez, P.E. Plans Examiner 11 Product Control Division i \ 7 9 -7i6" (WiNGOU T .) \ 1 1 \ \ ,. r r 1 1 \ I 1 i \ \ \ I \ K i \ \\ 1 \ \\ \ fl ` \ ^ 1 - I\ N N1 I I \ 1 \� I \\I \{sa�t I\ s�� N. IN ` L \.∎�, I -7-----1 1 'L \\( mi 1 - L_ N N I I i I \ C�\ , :! u u ,Epw,s r - 13- S IllL�I �� — L �,h_ - iI -..'s 3E1:Es 1 ;SJ HS -R65 51SS4•.1 N R CONPAR.T:vE 14LYSIS LO.O CUE, - 9.15E0 ON P L-1o83 OF 12-22 -94 TEST SIZE • 74" . 57" ()(0) - TEST LOOS • • 104 . 0 - 104.0 P9,, :LATER TEST • O. A.�(O lJ.S PSG CLASS • 3 /15 alNE.LEO 'ET:T L FI(EO NOTr1 i FFTiIT POSITI LOAO TO u.1tER TEST LINES - .- uaTE I TESTI I - 7% 4 - SILL /\ � ...�. � ..� f -r-T Sunshine Window Mfg. Inc. ACCEPTANCE No.: 95- 0213.05 9. COMPARATIVE ANALYSIS: �7 z GRAPH 91 AL FAR000 CORP. 127S S:+ 97 AYE nIAnI 70S 254.9100 O • O W r w NOTICE OIL ACCEPTANCE: SPECIFIC CONDITIONS SUNSHINE WINDOW MFG.. INC. Ja , a0 SO 6O 70 90 • ■I■DDN WIOTH - INCHES XO OP OX SIZES - 2d - APPROVED EXPIRES : February 28. 1999 90 IYIAY 0 4 1995 Al ---- t — Mani Perez, P.L. Plans Examiner II Product Control Division Sunshine Witrilow Mfg. Inc. A.CCEL'TANCE No.: 2,5A21.1,95_______ MY 0 4 1995 _\ -2c- APPROVED EXPIRES : _Lcbtuary 28. 1999 NO'l'I OI' ACC= EI'"I'�NC_a Si'ECII' IC CONDI'T'IONS 10. TYPICAL ELEVATION: Ma gel Perez, P.E. Plans Examiner 11 Product Control Division METRO METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS For multiple window installations, approved mullion drawings and calculations Dust be filed with Product Control. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved." 4. Extension of Acceptance may be considered after a new application has been tiled and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for terniination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of product or a change in Code provisions shall be grounds for re- evaluation. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. S. Aluminum windows and sliding doors have been tested in accordance with ANSI'A. \iMA 101 -93 or for wood window unit by ANSI.'NWWDA I.S. 2 -93 and sliding doors ANSI/N \\'WDA I.S. 3 -SS and sewing doors ANSI /NWWDA I.S. S -SS. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South I iorida 13uilding code. 10. I lardware for all windows and doors shall conform to Security and Forced I.tr, Prevention, Chapter 36 of the South Florida 13uildin Code. I I. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maximum 01 6" from each corner and mullion or stile. \linimunr penetration of fastener shall be as tested or 3:'4'' whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report. minimum site ol shall be No. S for lira and second floor installation and No. II) for ;Ill other floors above the first and second floors. -3- I:.nil kod: Manufacturers cf INindow Enclosure Systems, Insulated Roof and Wail Systems DATE: s DEAR SIR : We are the Dade County Notice of Acceptance Holder for : ACCORDION SHUTTER ACCEPTANCE NO. 94-0907.04 .060 ALUM. STORM PANELS ACCEPT.A.NCE NO. 95-0130.08 18ga STEEL STORM PANELS ACCEPTANCE NO. 95-0314.04 20ga STEEL STORM PANELS ACCEPTANCE NO. 95-1220.03 This letter authorizes avy ,UOA) (CONTRACTOR the following job site. j4/UY th9e..0.4...) JOB OWNER'S NAME Sincerely, D W 0 - 11111Mir: — ! ( BUILDING DEPARTMENT METALfICH. INC _ EST_ 1957 56 o A.) & -- c7 ( 108 ADDRESS ) ..C4eLes i CITY STATE & ZIP ) ED SIGNATURE tf•- E ) 7635 West Second Court/Hialeoh, Florida 33014-4334 U.SA Phnnezt. rinAl $411_1111 /Inn /ann A In C4 On ICA v. /nevN1 .nn to use our above named product at Weatherwa I I Division : Y... : • = cORP9pici SEAL C.? sr, .111109°' 1 it P r DESIGN WIND LOADS IN P.S.F. CLASS ONE BUILDING 1 10 M.P.H FASTEST MILE WIND SPEED COMPLIES WITH ANSI /ASCE 7-88 8 (4) INTERIOR ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SQUARE FEET GRADE 0-10 20 50 100 200 500 1000 -1.5 -1.43 •1.34 •1.27 -1.19 •1.1 -1.1 15' 0.8 47.81 45.90 43.44 41.53 3934 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.95 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.13 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 (5) END ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SQUARE FF±1 0-10 20 50 100 200 500 1000 -2 -1.875 -1.625 -1.5 -1.375 -1.1 -1.1 15' 0.8 61.47 58.06 51.23 47.81 44.40 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 40.11 25' 0.93 71.46 67.49 59.55 55.58 51.61 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 40' 1.06 81.45 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.13 86.83 82.01 72.36 67.53 62.71 52.10 52.10 60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86 Notation: a: 10% of minimum width or 0.4h. whichever is smaller. but not less than either 4% of minimum; h: mean foof height in feet. except that eave height my be used when 0c =10 degrees: - and 0: Poor slope from horizontal, in degrees. 12r9MMS ENGINEERING, INC. • . .. . 9 000602• .•r•Y -. radar x�• E METRO -DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Metal Tech Weatherwall Division 7635 W. 2nd Court Hialeah Your application for Product Approval of: 20 ga , Galvanized Steel Storm Panels under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95015, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:95- 1220.03 Expires:04 /04/99 FL 33178 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Approved: 04/04/96 -1- BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Metal Tech.. Inc. 1. DESCRIPTION 1.1 ACCEPTANCE NO.: 95- 1220.03 APPROVED APR 0 4 1996 EXPIRES APR 0 4 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code. 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95015, Sheet 1 of 6 using galvanized 20 gage steel, with Fy =33 ksi min., conforming to ASTM A 446 -91 Structural Quality, minimum grade A, with a G 90 minimum coating. 2.2 Panels have a nominal width of 12.50" and a total width of 14.0 ", forming 1 5/8" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, extrusions and 1-1/2"x 1-1/2"x 1/8", 2 "x 2 "x 1/8", 3 "x 3 "x x 1/8 ", 5 "x2 "x 1/8" angles, 1- 1/2" x 1/8" flat bar, 2- 3/4 "x 2 "x.062" 'h' header, 2 "x2 3/8 "x.074" 'u' header, 3/8 "x 1- 21/32 "x .093" 'F' track and also .050" and .060" thick parts of numerous shapes and sizes used as return pans for built -out conditions. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 126" or 10' -6" to be installed only as outlined on drawing No. 95015 Sheets 1 thru 6 of 6. 3.2 Minimum separation to existing glass to protect shall be 2- 1/2" for spans up to 102" 2- 3/4" for spans up to 126" 33 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: Reinforcing straps, consisting of one 1- 1/2" wide by 1/8" thick flat bar of aluminum alloy 6063 -T6 must be used as shown on Sheet 4 of 6 and fastened with a 1/4" -20 stud bolts w /wing nut & washer and spaced at max. distance of 12 -1/2" on center. The required straps per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - No reinforcement straps required. 3.4.2 Panel Spans 68" to 102" - One reinforcing strap at midspan 3.43 Panel Spans 102" to 126" - Two reinforcing straps at 1/3 spans -2 O :lanco, P.E. - Plans Examiner II Product Control Division Metal Tech., Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mount The panels are secured at the header and sill with 1/4 " -20 x 1/2" side walk bolts into with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing of 12 1/2" o.c. as shown on Detail 'C' , Sheet 3 of 6; or the panels are secured to a header and sill aluminum (1/8"x 1- 1/2") studded strap with 1/4"-20 x 3/4" studs spaced 12- 1/2" o.c. the straps are anchored to the wall with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for wood framing or 1/4" diameter masonry screws, with maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for concrete or masonry. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.2 Wall Mount - (w/ 'h' - Header & Sill Track or Angle The panels are engaged into an aluminum 'h'- header as shown on Details 2, 3, 5, 6 or 8 , Sheet 2 of 6, and are then attached to a sill angle or track as shown on Details 5, 6 or 8 , Sheet 2 of 6, the header and sill angle or track are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.13 Build Out Mount The panels are engaged into an aluminum 'u'- header as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, and are then attached at the sill as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, the header and sill are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.4 Ceiling/Inside Mount The panels are engaged into an aluminum 'u'- header as shown on Details 1 or 4, Sheet 2 of 6, and are then attached to a sill angle as shown on Details 7, 10, or 11, Sheet 2 of 6, the header and sill angle are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.5 Anv combination of the above. -2a- Orlan • anco, P.E. - Plans Examiner II Product Control Division Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2b- Product Control Division APR 0 4 1996 APR 0 4 1999 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95015, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.95015, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed Orlan an o, P.E. - Plans Examiner II TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CTC 95 -042 Max.. 2- 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +120.0 PSF CTC 95 -042 +92.0 PSF CTC 95 -042 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -195.0 PSF CTC 95 -042 -150.0 PSF CTC 95 -042 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +109.0 PSF CTC 95 -042 +73.0 PSF CTC 95 -042 Max. @ Design 1.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE • -96.20 PSF CTC 95 -042 -64.0 PSF CTC 95 -042 DESIGN PRESSURE RATING See Design Load Pressure Rating vs Panel Span Chart, Sheet 4 of 6, Drawing No. 95015 Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED APR 0 4 1996 EXPIRES APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 (1) Uniform Static Air Pressure Test per PA 202 -94, (2) Large Missile Impact Test per PA 201 -94 and (3) Cyclic Wind Pressure Test per PA 203 -94 of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -042, Pages 1 thru 6 of 6 , dated December 6, 1995, signed and sealed by Christopher Tyson , P.E. 8.2 Drawing: 8.2.1 Drawing No. 95015, Sheets 1 thru 6 of 6 , prepared by Ramms Engineering, Inc., dated 10/01/95, signed and sealed by Robert S. Monsour, P.E. 83 Material certification: 83.1 Certified Tensile Test Report prepared by QC Metallurgical, Inc., Report No. QCM 5LM -2843, dated December 11, 1995, for specimen CTC -95- 042 -C. 8.3.2 Mill Certified Inspection Report: Certification Code No. 6405, Laboratory No. 95 -05 -345, Page 1 of 1, dated 05/11/95, prepared by Sherry Laboratories. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 03/04/96, P P 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Mo Orl• : lan o, P.E. - Plans Examiner II -2c- Product Control Division Metal Tech._Inc. ACCEPTANCE NO.: 95- 1220.03 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. 12. Hardware for all windows and doors shall conform to Security and Forced En Florida Building Code. S- END OF THIS ACCEPTANCE APR 0 4 1996 : APR 04 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Items 10. 11 & 12 listed below only apply to glazed products and doom 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. Chapter 36 of the South Or ando BI• o, P.E. - Plans Examiner II Product Control Division ANCHOR . — • 27/321 , 7; /e 4- 2 ../64 H2H CORNER PAN 250 AWEICS 1 . I JI ti --! 2 5 /e" / x . 125 x .06 2 _ I "b� 7 J/76, .06? 1 /1 11 2� 9 /ri 14 i 7 1 / i SPECIAL PANEL SECT 1/ON 2 1/2" 7" 2 5/r TYPICAL PANEL SECTION MOUNTING HOLES 12 1/r O.C. CROSS SECTIONS 7/2 .050 SC RE7 URN L 2 2 ;/r , 15 /15" ac- SLOCKING h 060 II L2H L IH 1a TYPICAL SLDCXING STUD MAY BE INTALLED IN REVERSE DIRECTION BLOCKING Lit 7 X2 PA770 of � V I L H FLAT 5AR :3H 2 '/r . ALL STUDS J /8' ( TIP. ALL APPLJCArIONS INCLUDES SIUODED T7 1H� 1/4 -20 X J/ 18 -8 STAINLESS STEEL KNURLED MD.; 12 1/2" O.C. 3 / ( 7 W. ) .ALL APPUG1 fONS ANCHOR MOUNTING HOLES LOCATED ON EITHER HORIZONTAL OR VERTICAL LEG, 1/2 "0 FOR REMOVABLE, 1/4 - 0 FOR PERMANANT ANCHOR SPACING vs. DESIGN PRESSURE 1/8 ANGLE MAY VARY IN SIZE ANGLES STUDDED IN e.g. 1.5x1.5 2x3, 2x2 or 5.25x2.25 SHORTER LEG ONLY STUDDED ANGLE DETAIL 1/8" x 1 1/2" FLAT STUDDED STRAP MAY BE USW IN PLACE OF ANGLE CCA.IPL;ES WI .. s. 8. C. 7 99 EDITION FCR DADE COUNTY SCUT.=! =LCR.'DA BUILDING CODES CHARTER 23. SECTIONS 402.3 ADGPT'ON CF ASCE 7 - BE, 231 4 .5 FATIGUE LOAD TESTING. 23 7 5 IMPACT TESTS AND 7 99 S.B. C. GESIG/V CRITER1,A: WIND LOAD RER CHAPTER 23 CF S.F._ PRESSL..RE RECU/REMENT CALCULATIONS MUST PERFORMED PER ASCE 7 - 88 " "MINIMUM DESIGN LOADS FOR .BUILCIN G AND OTHER STRUCTURES " DEFLECTION - L /3O w /2" . ON ROS /TIVE L OAC GENERAL \iQT S: i H/ S FCR A. APR.4CVES STEEL 57 FFA..1 =A NELS :D ES/ GNED A - 0 L L OWING LOC NON COASTAL ZONE BUILDING COASTAL AND NON COASTAL ZONE BUILDING ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -T6 EDGE DISTANCE SRECIF TABLE APPL IES TO HEADER AND SILL APPL;CATICNS ONLY. ALTE.RNA T IVE ANCHORS ANC CONDITIONS ON SHEET NC. 'S 2 -6 EACH UNIT SHALL BEAR ." METALTECH, INC. " GAGE COUNTY RRCDUCT CDNT. CL APRRCVED " WARNING TO O WN ER C R - ENAN -CCAT EG /N EACI -r Y.E, CR ONE PANEL OF EACH OPENING, STATING " STORM PANELS '!JILL NCT OFFER HURR /CANE PROTECTION UNL = SS ALL REINFORC :NG STRAPS CR BOLTS ARE PRCRERLY INSTALL ED WHEN R.EOURED DURING WIND VELOCITIES EXCEEDING 75 ,'N. P. I-!. PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS, THREADED CONES CR METAL SH /EEGs, NOT IN USE, MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. 1 A. ROBERT., &..1�CI`iS'DOiR� = EB' ='C� Y&S.o !Kin GIG *FANG; INC B OR EOUAL 20 ga. STORM RANELS SMALL BE 20 GAUGE STEE ASTM SC GRACE A MIN. Fy = 33 :C. S. /. •/N1A4 U M VA WITH A NOMINAL 'WIDTH OF 7 2 7 /2 " HOT DIP COATED, THE STORM PA NEL S R MAY BE INSTALLED VERTICALLY OR HCR :ZCNALL Y. TO THE DETAILED SRECIF/CA /DNS I- E.4EIN. ANCHORAGE CF THE SHUTTER SYSTEM TC CONCRETE CR MASONRY SHALL CONSIST Cr 7/4" CIA. X 7 7/2 " SLEEVED DRIVE ANCHORS ( STAR ORYVINS ; . 1/ -2G MAGIINE SCREW ANCHOR ( TAMPINS WITH FLOOR RLUGS. 7 /4' X 7 7/2" MASONRY SCREWS ( TAPC.ONS j 1/4" X 7 7/2" WEDGE ANCHOR OR SLEEVE ANCHCRS, ( 7/4 X 3 LAGS CR #74 SELF TAPPING SCREW ) WITH LAG SI-/EILD NAILED STUD ANCHORS CR CTHER CAGE COL•NTY APPROVED ANCHORS NOT LISTED USED IN COMBINATION WITH 7/4 -2C MACHINE SCREWS WITH 7/4 - NUTS AND WASH ERS, ?/4 -2G WASHERED 'WINGNUT_, KEYHOLE WASHERS ANC KNURLED STUDS. SPACING AS INDICATED ON THIS DRAWING. ANCHORS SHALL PRCVICE A MINIMUM EMBEDMENT INTO THE WOOD, MASONRY, 8PIC.< ANC /CR CONCRETE. REFER TC ANCHOR SC FOR MINIMUM ENEEDMENT. ANCHOR LENGTH MAY '/ARY TO ACHIVE THE PROPER EMBEDMENT. SEE SHEETS 5.5 AND 7 FOR AC 7IVE ANCHORS ANC CONDITIONS ANCF+ORAGE TO WOOD CONSTRUCTION SHALL BE 7/4" STEEL LAGS OR LARGER //ITH 7" MIN. PENETRATION. 7 /4-2c BRASS '4 BUSHINGS SEE SHEETS 5,5 ANC 7 OR ALTE.RNITIVE ANCHORS AND CONDITIONS A PERMANEN LAB CR STAMP SHO WING HIALE.AH F/ 1 G WITH THE CODE 193(0— APPROVED AS C SOUTH FLORID DAT BY PROD ',OL DIVISION BUILD . C„ COMPLIANCE OFFICE ACCEPTANCE NOQ5 I Z26 _ tensicvs I B" SEP/JRB ...om 10/01/95 SHOWN 95015 6 1 DETAIL 1 A a 8 E.D. • a 7/4 x 2 LAG BOLT W7rH LEAD SHEJLD OR SZ NOTE * DETAIL 13 DETAIL 9 WHEN ANCHORING INTO WOOD USE LAG BOLTS OR Sly NOTE * FLOOR PLUG J AND MACHINE SCREW ANCHOR A CORNER PAN ANGLE MAY NARY HT HEADER WITH B 2 wOCO BLOCKING wax J /8" LAGS INro TRUSS RETURN USE 7/76' LAGS WHEN 1 H1 HEADER 13TH 1 /4' • r LAGS INTO 2x4 LEDGER IF NO 2x LEDGER USE LACS INTO TRUSS RETURN 74r,, FLAT WASHERS USE 7/76' LAGS WHEN 24 "0.C. 2 X a STRINGER TO BE INSTAL / S, BETWEEN TRUSSES TO SUPPORT END OF HEADER IF IT IS MORE THAN r PAST TRUSS PHRU 1/7NOCw . III I I r — STORM PANEL � J /8' THRU8OLTS 9 7/2 0.0. 13T7-/ 2XJX.125 ANGLE ON BOTTOM { WINO PRESSURE 77.5 P.S.T. MAX. I MAXIMUM PANE_ LENGTH 4? \ :/4 MAXIMUM \ WOOD COUNTER 1 1 /a MAX. 1 7-8CKNESS \ COUNTER MAY 3E MADE \ OF OTHER MATERIAL � 7/4' X 1 :/r HAMMER GRNES OR SEE NOTE * REFER TO HARDWARE SHEET FOR SPACNC CONr.NU.CuS 225 x 5.25 z : /B' ANGLE ARIES FLANGE MAY BE REVERSED OR ROTATET> HORIZONTALLY FOR AN ADJUSTABLE HOR /SIL 1/4 -20 THRU 2Cdr LO N/ CK NUT IF O.C. HI 1 . EAcER OR SILL VARIOUS SIZES RETURN PAN VARIOUS SIZES 7/8 X 7 1/2 FLAT BAR SILL (STUDDED .WIN MNGNUTS II FULL STORM PANEL THICKNESS VARIES SPECIAL PANEL CONF7GURA770N MAY BE NEEDED FOR TRAPPED 13707)15 PANELS MAY BE ADDED 70 WITH A MAXIMUM ADD OF .T• FASTENED TO PANEL BY THE USE OF /64 POP RIVETS 406 TUBULAR RIVETS OR 10 - 24 BOLTS 76 O.C. B RE70RN PAN. ANGLE. TUBE OR 4000 MUST BE USED ON ALL BUILD OUT CONDITIONS TO CLOSE OFF ENOS 1/a" S(a'ED DRNE ANCHOR OR SEE NOTE * _.(• .4 LC OR SC AS HEADER OR SILL c D :. WHEN ANCHORING INTO WOOD G• •° USE LAC BOLTS OR SEE NOTE * DETAIL 5 L7 /..y� I I ° r ' E.O.• C CONTINUOUS aLOCXING I I/8 ANGLE VARIOUS SIZES SCREWED OR BOLTED TOGETHER :17TH /14 x . /a SELFTAPOING SCREWS OR 1 / 4 -20 THRU BOLT W/ LOCK Nur T2' O.C. USED AS HEADER OR SILL U 7 / 4 -20 FLOOR PLUG :WITH MACHINE SCREW ANCHOR OR SET NOTE * 71.5 PSF MAX. SLOTTED MOUNTING HOLE AMY BE USER IN 0247E4 WEB OF PANEL TIP. FOR ALL SP£CNL PAN APPLICATIONS. PLAN VIEWS DETAIL 17 A. 9. Ca0 SEE GENERAL NOTES ON WOOD HEADER OR SILL -N_ LIH OR OTHER L STUODEO ANGLE MAY 35 NOUNTD ,N REVERSE DIR£CnON DETAIL 10 WOOD. CONCRETE OR MASONARY HEADER OR SILL DETAIL 2 #000. CONCRETE OR MASCNARY HEADER OR SILL '-LOCKING VARIOUS SIZES LAG BOLTS TIP. OR SEE NOTE * SEE GENERAL NOTES ON WOOD HHEADER OR SILL DETAIL 14 D 7/a -20 TRUSS HEAD 4/ LOCK NUT IF O.C. H25 HEADIER. L7H SILL OR T1 SILL OPTIONAL USE OF 1 /8" ANGLE FOR PURPOSE OF EXTENDING WALL PLUG AND MACHINE SCREW ANCHOR 7/4-20 BOLT LoactiuT ON£ EACH SIDE HEADER ON TOP SllL ON Borrow STORM PANEL MAXIMUM GAP BETWEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4 AS VIEWED FROM FRONT VIEW INS /OE CLOSER PAN ASSEMBLY OLOSTR PAN HANDLE I 1 /4" SLEEVED DRNE ANCHORS OR SEiE NOTE * C HEADER OR SILL 7 VARIOUS TYPES DETAIL 3 7/4' SLEEVED DRIVE ANCHOR CR SEE NOTE * WHEN ANCHORING INTO W000 USE LAG BOLTS OR SEF .NOTE * L7H HEADER OR OTHER L ANGLE USED AS HEADER OR SILL DETAIL 6 7 7.5 PSF .MAX. • STORM PANEL I v� DETAIL 11 1/a -20 57J0 WITH :NNG.NUT (TIP 1/a MASONRY SCREW 7 7/r . MIN. EMBEDMENT OR SEE NOTE * L7H SILL .:25 OR OTHER HEADER AND SILL VARIOUS TYRES CONTINUOUS NGCO BLOCKING VARIOUS SIZES DETAIL 15 STUCCO ANGLE MAY B£ MOUND ;N REVERSE DIRECTION (TIP.) o- NOTCHED AT BOTTOM 70 PASS OMR STUD AND WINGINUT IN SILL (EACH SIDE) CONTINUOUS BLIX:K/NC 2 X 5 5 1/8 AND ANO2x JX 7/8 AND SCREWED OR BOLTED TOCE.7 Aim? 14 X .7/4 SE- F'TAPPING SCREWS OR 74 1HRU BOLT 4/ LOCK .NUT 72 c. o. . / -20 FLOOR PLUG .1774 .AACHINE SCREN AN OR SEE NOTE * • • L' • • V �, :� � :/4 -20 FLOOR PLUG • ° �,1 - . MACHINE SCREW ANCHOR -w I OR 01NER SEE W07< * L11.1 i�I 1/4 - 20 FLOOR PLUGS WITH MACHINE SCREW ANCHORS OR SCE NOTE * WHEN ANCHORING INTO 11000 USE LAG BOLTS OR SE NOTE * DETAIL 7 WHEN ANCHORING INTO 4000 USE LAG BOLTS OR SEE NOTE * HEADER OR SILL VARIOUS TYPES DETAIL 4 1/4 -20 57U0 :17TH MNGNUT (TIP.) STUD MAY BE INSTALLED IN REVERSE DIRECTION a=IC L 7/1 SILL OR OTHER L ANGLE USED AS HEADER OR SILL . H2 E.D. H25 T MAXIMUM cONDNUOUs 0 - 1" x r BLOCKING FASTENED TOGETHER 13TH /64 'WETS OR /8 770X SCREWS MASONRY SCREW 7 1/r EMBEDED OR sa NOTE * HEADER OR SILL — i VARIOUS SIZES • Gesmucno: DETAIL 16 • a V • `� • • . LI . OR HORIZONTALLY ROBE!'F''Sf ,g0' 1*IiZ, `PE EB. OQ© i©2-4- 1:4117 ETIGItt Ri NC BrC • HEADER OR SILL vARIGUS TYRES 71.5 PSF MAX. I = I ' /_ -� 22 — '—STORM PANEL HORIZONTAL INSTALLATION ELEVATION 1/ -20 STUD MTH NINCNUT 7/4 -20 FLOOR PLUGS MTH MACHINE SCREW ANCHOR OR SEE NOTE * WHEN ANCHORINF INTO #000 USE LAG BOLTS OR SEE NOTE * DETAIL 8 DETAIL 12 TI max. CA 0008 CRaIAc • ].0 _ . 1/4 -20 FLOOR PLUG env MACHINE SCREW ANCHOR OR 5F= NOTE * MAY SE MOUNT= • -r CONMNUCUS BLOCKING 1/B" ANGLE SIZES MAY VARY 2x5 x ;/8 ANGLEANO2 x J 1 /BANGLE SCREWED OR BOLTED TOGETHER .NTH 5 774 x 2/4 SELF7APPING SCREWS OR 1/a -20 'HRU BOLT /1/ LOCK NUT 1r 0.0. 74 -20 • _/a KNURLED SLOB M771 MASHERS' MNGNUTS (TIP.) Nti VERTICAL INSTALLATION EL EVATION GENERAL NOTES: //MIEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 ECUAL TO /2 SOUTHERN PINE AND STRUCTURALLY PART OF THE FRAMING STRUCTURE GR SUCURELY ATTACHED TO FRAMING STRUCTURE REFER TO SHEETS 4 FOR: MINIMUM DISTANCE BET //EEN GLASS AND PANE/ =E= ER TO SHEETS 55.6 & 7 FOR: * SEE ANCHOR SCHEDULE FOR ALTEERNITVE ANCHORS ANCHOR SPACING FOR SPECIFIC ANCHORS EDGE DISTANCES (ETD.) FOR SPECIFIC ANCHORS J APPROVED FL DAT A BY PRODUCT CONTRO D AS COMP ING W TH THE FLORIDA SW ICING COI • - 1 42k ///.' �7 ON BUILDING CODE I 'I • CE OFFICE ACCEPTANCE NO 95 -I 220• 03 1991(2 REVISIONS I BY 6 MEM SEP / JRB / REM o.c RINICNCO 10/07/95 SHOWN 95075 sm 2 • ANAZI7OPM7 INTO TIE PMTI.J0.15 WOO 1 ....45 511.Z C.: FINISH ;MS C- GLASS 7/4 -20 FLOOR P7 UG WITH MACHINE SCREW ANCHCR . REFER TO DE=ECTION CHART 11 II WEATHERWALL STORM PANEL III II II FOR MINIMUM VI5TANCE r FER TO PANEL DEFLECTION O-t..J 1 — J • • ° I II 1 11 J I I a c i r A V1 ,, GLA55 .3 - rAI L. A SECO1ND 5 T OI?Y WINDS OPENINO 4D. i 5TCP.N\ ?ANAL 5F:: D AT 3O1 OP WINDOW WI r'. 5 LD✓ D S`P.AP SiL;, AS N DETAIL 3 2) 162 r CONCH: c CAP NOTE: THE METAL TECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. ZQOF THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF 1/4 „ MACHINE SCREW ANCHORS IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHERS, MASONRY SCREWS WITH, VARIOUS HEAD TYPES OR STUD TYPE ANCHOR INTO CONCRETE, MASONRY OR BRICK. WITH A MINIMUM EDGE DISTANCE IN ACCORDANCE TO ANCHOR TYPE. WHEN ANCHORING TO WOOD USE 1/4 -20 BRASS WOOD BUSHINGS, IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 1/2" 0.C. OR WOOD LAGS WITH VARIOUS HEAD TYPES n 1"AI L C H ✓U5B WALL ��1'AIL A- I 1/4 -20 FLOOR PLUG WITH 1/4 " LAG WITH MACHINE SCREW HEAD 1/4 -20 BRASS WOOD BUSHING WITH 14 -20 SIDEWALK BOLT A 2 X A 51 Must 3E INtALLED 6E 'WEEN 1' U55 2B1'LDE1 W}$N stORM P ANE: :FAIT° ;XC =_D5 6" PAST' MI-155 :UTd.7. 51RING;. 5i -A1-L USE:NG 2 16 2 NA1L� EACH 5125. 51 PANEL '- 1A0ER Must 11-teN SE sEC TES rO 5T1ZNGc. WITH 7/ 16" LA25. IN5tALLC2 HO z. OR VE7Z7. 1 I � � V ^ / r � � j„; FLAT STRIP 1/E X 1 7/2 JSED AS HEADER OR SILL • ANCHORED TO WOOD I i \I 1 WHEN ANCHORING INTO WOOD USE LAC aOLTS OR SEE NOTE * ON SHEET 2 I I -"La_ HEADER I I I 1 L _ HEADER OR SILL . /4 -20 STUD WITH iINCNUT 2 1 /z ac. (TYP.) SET GENERAL NOTES ON WOOD FGUNC ON SHEET 1 2 1110 111611111 - 1'AI L- I 7/4" MASONRY SCREW WITH NITH WASHERED WINGNUT T \ E.D. RE: TO II 11 .1 CLASS WEATHERWALL STORM PANEL DEFECTION CHART NOTE : S ...t7 ✓ SrAPS A.ND IU H AG -e NS� ALLED �! 'S� 3E °Op, STUCCO '5 APPLIE ; /4" MASONRY SCREWS OR SEE NOTE * ON SHE 2 USE APPROPRIATE APPROVED ANCHORS FOR SPECFIC APPU%'TlONS 2 ;4 STUD HEAD 7/ - 20 STLV W/rN NINC.vuT ,'TYP = AT STRAP 7/6 x 7/2 USED AS HEADER OR SILL ANCHORED TO CONCRE- MASONRY OR ?RICK I S1O12M PANEL SE CT ■NI'f'I^. `NA4+E°wJ WINGNU15 I 5i1 CO IINI5r-I FOR MINIMUM DISTANE ReFER TO PANEL DEFLECTI CHART 11' 7/6_20 x .3/4 KNURLED STUDS e -a STAINLESS STEW NlE'AL �C :� 51 M PANE dti ,� 1 1• l „„ „�, 1/4 -20 X 7 FLOOR PLUGS ' SIDEWALK BOLTS ) 73 -3 STAINLESS STEEL — 1/4 -20 x 1 HEX HEAD MACHINE TYPE SCREWS MAY BE VARIOUS LENGTHS • 4 4, ' � i . ROBE' . • PE EBf- 000 PRIM €PING. R,c II 1/4 -20 X I PAN OR TRUSS HEAD XISt1NG ST: UC �P! H WINDOW Ilr 1 POP RAFTS VARIOUS SIZES O 1 / 4 -20 LOCK NUTS O 1/4 -20 NUTS 1/4 -20 WASHERED WINGNUTS 7/8” O.D. 11E: 3E AM ASS E.R. CONCP° : C OTHER HARDWARE USED WITH THE METAL TECH STORM PANEL SYSTEM T-K SCREWS VARIOUS SIZES KE"HGLE WASHER 1/4 I.D. 3/ 0.0 FLAT WASHERS APPROVED AS CO.. ' L •G WITH Tiff SOUTH FLORIDA B.. I ; •I CODE / DAT ' 9a(D BY /11I/ PRODUCT CO gr DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C4 5 - 1 226-63 R EVISIONS I BY I l U 0 L b Cr ,=C SEP / JRB / RSM Awillalla •m , 6 10/01/95 MAL SHOWN 95015 PC 3 DESZN PPISELPANEL SPAN 44.40 126" 47.8 7 2 7" 5 7 .23 7 7 7" 58.05 - 7 7 0" 5 7 .47 707" 55.35 103" 7 7 .45 99" 75.30 97 8 7 .45 93" 86.83 90" 9 7 .44 • PB" PANEL HEIGHT 0 I 58 1 ior-1.36 i MINIMUM DISTANCE BETWEEN GLASS AND PANEL WALL MOUNT 2 1/2" 2 1/2" 2 3/4" INSIDE MOUNT 2 1/2" 2 1/2" 2 3/4" I BUILD OUT 2 1/2" I 2 1/2" I 2 3/4" z THE METAL TECH STORM PANELS MAY BE RENFORCED WITH THE USE OF EITHER CENTER PANEL STRAPS OR STICKING LOCATED AS SHOWN ON THIS SHEET HORIZONTAL BRACE STRAP 7/4-20 STUD wiTH WiNONuT 72 7/2" D.C. 7/5' X 7 1/2" FLAT ALUMINUM BAR SIDE VIEW 7 - or 30 70 = 60 50 - /8' (PIP.) cg- DETAIL FRONT VIEW IP A PP 88 PANEL SPAN 20 GA 91.44 P.S.F. 44.40 P:S. 126 MAX PANEL SPAN 20 GA 90 700 1 7 0 120 1 3 0 PANEL SPAN IN INCHES PANEL DEFLECTION CHART HORIZONTAL STICHING 7/ SIDEwALK BOLT STORM PANEL LAP WITH WINGNUT 12 7/2" O.C. STORM PANEL SIDE VIEW FRONT VIEW DETAIL "B" DESIGN PRESSURE RATING: POSITIVE = 67.06 P.S.F. NEGATIVE = 91.44 P.S.F. 20 ga- EXPLODED ASSEMBLY STEEL FOR SPANS OF PRESSURES NOT SHOWN ON ABOVE CHART USE PRESSURE ZS SPAN GRAPH * NOTE: CENTER PANEL STRAP OR STICHING IS NOT MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "C" 11 11 11 11 ;1 HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION DETAIL C ON SHEET 3 .1 FRONT VIEW SIDE AEA WALL MOUNT ANCHORING PANEL TOP dc BOrrom NO HOP. OR SILL 7 FRONT NEW DETAIL 0 ON SHEET 3 _1_ I / A /Ai /1 / DETAIL C ON SHEET 3 DETAIL D ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP de 9Orrom REQUIRED FOR PANELS 0-63', GLASS WALL MOUNT /11Th .-OP. AND SILL = = = = SIDE 0E4 FRONT ACV SIGE AEA HE-40F. ./PE MAY /ARY, DEPENDING ON APPLICATION DETAILS 2.3,5.6 AND 8 DETAILS 13. 12, 14, 15 AND 16 DETAIL 1 AND 4 ON SHEET 2 ON SHEET 2 ON SHEET 2 SILL DETAILS 5.6 AND 8 DETAILS 13, 12. 14. 15 AND 16 ON SHEET 2 ON SHEET 2 SILL TYPE MAY /ARY. DEPENDING ON APPLICATION SEE NOTES AND CHARTS POP ANCHOR "IPES AND SPACING TYPICAL SECTION VIEWS BUILD OUT 20 GAUGE STEEL 0 - 68" PANEL HEIGHT NO PANEL STRAP OR STICHING IS REQUIRED se+ - 102 PANEL HEIGHT ONE PANEL STRAP OR STICHING LOCATED MIDSPAN 10. r - 126" PANEL HEIGHT TWO PANEL STRAPS OR STICHING EVENLY SPACED AND CENTERED GLASS // SILL / DETAILS 7,10 AND 11 ON SHEET 2 INSIDE MOUNT WITH Hop. AND SILL w HDR. AND sal c.) Et APPROVED AS CO ' P ' NG yi ITH THE DAT i • : 1 SOUTH FLORIDA C..: i G cl L,.., BY <, PRODUCT C • al$PS:ON C.1 Zt BUILDING CODE COMPLIANCE OFFICE c=:1 .33 ....., ACCEPTANCE NO C IS - I 2 26 -U.... R [ .1EviSiONS 0 • 17 95 65.94:15:7 ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 71.5 PSF 71.5 PSF 81.5 PSF 81.5 PSF 91.4 PSF ANCHOR TYPE I DIA. _ 91.4 PSF TENSILE 1 POURED CONCRETE 1 CONCRETE BLOCK POURED CONCRETE 1 CONCRETE EL= POURED CONCRETE 1 CONCRETE etorx POURED CONCRETE i CONCRETE BLOCK ANCHOR TYPE I PANEL I S 11 1 E.O. TENSILE I SHEAR I TENSILE I SHEAR TENSILE I SHEAR I TENSILE I SHEAR TENSILE I SHEAR I TENSILE I SHEAR TENSILE I SHEAR I TENSILE I SHEAR STUD ANCHOR NOT USED IN BLOCK 120 SPAN ir r 18 1r lr lr 18' 18' I it 18' 18" i8° 1r 18" 16" if it 18" 18" 18" 14 10' 18' SPAN 18" ,20 120 SPAN 6rsPAN 5116- r 18 18' 4, 1r • 1r 1r 1r j 1r 16 1r + 1r 1 1r it 16 12* 14" 1r 16" T 1T 1r 13 144-STUDANCHOR v it 1tµ 1r 1r 1r 14 1r 15 22" IT 12' 1r 11- 1r 13" t 1T 1r 10 1r it + ; is 1r 9- 1142 MIN. EMBEDMENT 6 - sr' 1r it it 3 1r 1r } IF 1r j 1r 1r 1s 1r it 1r 16° I j 1r 1T 1r 13' 1r 18' 1r 1T i 14" 1 15 18" 15" 1 1- 1r 1r ir 13' I i 15" 13" 14" 10 2 1r 1 1a' 18° 14" 1r 11" 16 11 1 15' 9° 17" 10' 1 13" r 15" 9- I 12' T f SN6 NAILED STUD ANCHOR 3' 18" 18" j 17 16' 1r 1T j 14" 13' 16" 15' I 12" 11" 14" 13' [ 11" 10" 1314 "MIN. EMBEDMENT 120 r 1r 14' T 1s _ 11' 16' 12" i 12" r 14' 10" i 11 r 13' 9- I 10 r 1 ,14 17" 10' I 13" r 14" r j 11- 6 13" r 10' 6" 11' 6" 9' 5 3- 1r 1r 18" 18" 18" 1r 18" 1r 18" 18" 18" 1r 18" 1r i 16" 18" 68 SPAN 2 1r 1r 1r 1r 18 16" 1 ir 16' 1r 14 j 16" 14" ir 12' 15 13 11Ns 18" 1r tr 14- 1r 11" i 17 11" 18" 10' i 1s 10" 18' 9" 17 9' �-- i I 3' 1r 18 j 1r 18" 1r 17 16" 1r 1r 15' 14" 15" 1r 13' 13" 14" L r I 1r 88 14' 17" 15' 18" 12" 14" 13" 18" 11 13" 11" 17 9" 11 10" 1 tur 18' 10' 16' 11' IF r 13" 9" 17 T 11 r 15" T 10" T 114' SLEEVE ANCHOR I 3 - 1r 15' 14" 16" 18' it 1 r 13" 16" 11' j 10" 11' 14" 10" 9" 10" 1 1I4"INN. EMBEDMENT 120 r it 11 13" 11- 16' 9" 11" 9' 14' r 9 r 1r T r T I 1 114 IT r i1' r 14" 6" 9" r 1r 5" r 6" 11 5 T 5" I r I 18 18- 14" 18" 1r _ 18 1r 18" 15" 18" 10" 17" 13' 17' 9" 15" 68 I r I 1 1r 13" IT 15" 16" 11° 14° 13° 14" 9' IT 12° 1r r 11- I 1 t/a I tr 13' 11' 1r 14" 11' 10 10' 12" 10" 8" 9' 11' 9" T r 114" STEEL SLEEVED ORIVE ANCHOR 1 3" I 16" 1r 11- 18' 13 1T' r 15" 12' 15" r 13" 10" 13' T 1r 1 3B' MIN. EMBEDMENT 88 SPAN ! c ! 14" 1r 10" 17 12" 1r r 11' 10 11" r 9" 9' 10" 6 r (1 1 114" I 13- 10" - 9" r 11- 9 r r r r - r r r T r r 3" I 12 — I 15" • r 13" 10' 13" r 11- r if i 6 10" r 10" j 5" 9" 114 2AAMAC HARMER DRIVE 120 SPAN I r 10' 11° • r r 9" 9' r r r r r r r r 5' 6' 1318 MIN. EMBEDMENT I 1 114 I 9' r i 6' r r 6 s r T r r s r 5 4" 4" vARtous HEAD TYPES ; r i 18" 18" 18" 18" 18" 18" 16" 18" 18" 18" 14" 17" 18' it j 13" 15" 68 I r it 1r 1r 1r 1r 1r 14" 14' 1r 1r 13" tr 16" 16' i 11' 11 " =1Va -M 1114 I it it 1r it it 15" 13" 10' 16" 13" 11" r 14' IT 10' r u =IIII 3- I 18" 18' IF i8- 1T it 12' is IF IF 11" i3" 14" IF j 10- 12 r j ir 88" SPAN 1r 13' i 3 F 16' 11" ' 11' 14 14" 10" 9 IT 17 j 9 r 1 114 - I 17 14' 1r r 14" 11' 10" r tr 10' r - r 11° r j r r .iL�}+N-F�YL �F� �-}' :1SL r I 15" it 11" 13" 13" 1T 9' 11" 11" 1s r 10" 10" 13" I T r 114 - MASONRY SCREWS 112C' SPAN I r 14" 14" ; 10" 9" 11" it r r 10" 10' r T r r E 6" r 1 N2 MD4. EMBEDMENT I 1 114 1 IT 10" 7 T r 10' r r r r r r r r r 6" 4 r it 18" 16" it 18" 18" i 13" 18 it 18" 12" 18" it it 1 10' 16" 6r SPAN 2112 1 it it 14" it 18" 18" 12" 1S' 18" IT 10' 13" it is 9- . 12" r I 1r 1s 13" 1r 1r 13" 10' 10' 18" 11" 9' r 17" 10" r r r I 18' IF 12" 18' it lr 10' 15' 18" 17 9 13" IT 15" r 12" 88'SPAN 2 112" 18' • • it 11" 14" 18" 15" 9" 12" 17" IT r 10" 15" 12' 7" 9" 114.20x718", in 2" it 12" 10 r IT 10' r r 15" 9' 7 T 13' r r 6- MACHINE SCREW ANCHOR 18' ir T 14" 16' 15" r 11° 14' 17 6" 10" 12' 11' 6" 9" 748 MIN. EMBEDMENT 120' SPAN 2112 17" 13' r 10 14- if T r 12" 10" 6" 7" 1 1" 9" 5 T "I I 2 I 15' r T _ T 13" T 6" r if r 1 5" 5" 10" 6" 5" 4" W000 APPUCATIONS 59.5 PSF 71.5 PSF 81.5 PSF 91.4 PSF ANCHOR TYPE I DIA. SPAN TENSILE 1 SHEAR I TENSILE I SHEAR TENSILE I SHEAR I TENSILE ! SHEAR I S 11 1 (r -rji 1- BRASS WOOD BUSHING MW. PENETRATION w TENSILE 114 6a - SPAN tr i i6' 12' T I ! tr 1r ir 13" 10" r 18" 18" 16° 12" 9" T i j I 1r 1r 14- f . IC" r 6' S8' SPAN 18' 120 SPAN ir ��'S---'S- �� - t� t F j��i�'i1�1 gs.1..� 1}. ..L }}I�y3- o `-- - _L�tS� } - - LPL- LPL -L3L�� WOODLAGS 1 - MINIMUM EMBEDMENT 144' 611" SPAN 18" 16 13' T j 1 T 18' 1r 13" 14" 11' r 18" 16" if 12" 9' T • I ; 18" 14 10' 11 r r SPAN 1r ,20 120 SPAN 16" 5116- 68 - SPAN 1r 24 iT 14' 1 I 1 1r it 15" 20' 16 11° 1r it 14 it 14- 10" j ; ; it 16 12* 16' 12' 9 88 -SPAN 1r 120 SPAN 1r 318 68" SPAN it 24" 23' 1T I i j IF 1r it 24" 19' 14- 18" it 16" 22" IT 12' I 1 T it • 19" 14" 20' 15" 11 88" SPAN 1r 120 SPAN it 7116 88" SPAN 1r 24' 24" 23' 1 i E 1r it it i 24 24' IF 1r IF it 24' 23' 17 I T 1r 18 is- 24 21' is - 88 - SPAN IF 120 SPAN 18" A N C H O R S C H E D U L E NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR S ?ACING ALLOWANCE ONE !NC -. MINIMUM .EMEEDMENT IS FROM MOUNTING SURFACE, EXCLUDING ERICK PAVERS AND CERAMIC TILES. rs - - < • ROBERT. g. 7 4;11 tOUR, PE EB.= 0006024 Kier ENGINEERING. EPIC APPROVED AS YI. 1 , THE SOUTH FLORID• 1f, 'CODE / DAT ' :4 19 BY I PRODUC 1�T' RO DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q 5 -1 Z2.6. C3 RCVIS;ON { CY SEP /JR8 1 0/0 1/95 :DOWN 95015 6 PC 5 ANCHOR SCHEDULE ANCHOR SPACING vs DESIGN PRESSURE ANCHOR TYPE 114 STUD ANCHOR 1 'lir MIN. EMBEDMENT 1/4' STEEL SLEEVED DRIVE ANCHOR 1 3/8" MIN. EMBEDMENT 1/4" ZAIL4C HAMMER DRIVE 1 3/8" MIN. EMBEDMENT 143 MASONRY SCREWS (VARIOUS HEADS) ir MIN. EMBEDMENT PANEL ED. 144 SPAN 3 I !MEV 5116 NAILED STUD ANCHOR 1 314 MIN. EMBEDMENT 144 SPAN 3 - 1 1/4" 18 18 16 18' 15 10 14" 12" 1 1 13" 9' 114' SLEEVE ANCHOR 1 114" MIN. EMBEDMENT 3 144 SPAN 16 1 114 14" 12' 9 12" 11• 9" 13° 9° 3 144 SPAN 1 114 3 144 SPAN 1 114° 1 114 TENSILE SHEAR I TENSILE SHEAR 18° 16" 14" 10" 9' 10" 9 3' 13" ,IMIZIZIZZ\1=1.%=›- 1" Va s Z5-tS- 1 4-1:a I 144- SPAN 2 - 11" 10' 59.6 PSF POURED CONCRETE CONCRETE BLOC3C 17 12' 14" 10" • 7" 13- 9" 17- i2 8 N/A N/A N/A 7' 7° 5' 9 7" N/A N/A N/A IT 9- 11 8" 11" 114-20 x 7/8" , /2" DIA MACHINE SCREW ANCHOR 3 144 SPAN 2 112 I 3 - 16' 14" 13° 15" 11" 7- 7 7" TENSILE I SHEAR I TENSILE I SMEAR 15 13° 12' 7 7" 7" 1 1" 9' 9' 71.5 PSF POURED CONCRETE I CONCRETE moot 14" 10" 11' 10" 7 5 " 14' 10" 7" N/A N/A N/A 17- 15 14" 17- 12" 12" 1C" 9 ' 1 1' 5 15 17 12° 1 0 7" 5' 10" 9 8 1 1" 8" 5 7 - 7' 6 - 6' 6' 9 8" 7- 1 0' 7 5 6" 5' 4' 7" 5 1 r 4' 4' 7 9 - 6 6" 5' 9 6' 4" 8' 6• 4 4" 6 " 6 5' 6" 5 4' 8" N/A N/A N/A 10' 7" 5" 9" 7' 5° 9 ' 7" 5 13- 1 2 1 0" 12" 9" 6" 5" 7' 5' 81.5 PSF POURED CONCRETE CONCRETE BLOCK TENSILE j SHEAR I TENSILE I SHEAR 13- 12' 1 1 I N/A 9• N/A 6" N/A N/A N/A N/A 15 13" 12" 15- 11" 9' 7" 5" IT 1r 1 0- 9 6" 9 8 5" 7 5' 11" 10" 9 11 8" 5 5 5" 4 8" 4" 91.4 PSF POURED CONCRETE I CONCRETE BLOCK TENSILE I SHEAR I TENSILE I SHEAR 1 r 1 0° 9 11" N/A 8' N/A 5" N/A N/A N/A N/A 13 12 11 13" 10" 8" 7" 8 - 6' 4 12" 10" 8' 6' 8° 7" 4" 6" 4" 7" 6" 5" 5" 8" 7" 9' 4 5' 4' 4" 4" 4° 4" 11° 8° 5" 6 4' 7. 5" 4 7' 5 * 4 awl 10 9' 5" 5" 4" 4' 5" 4 WOOD APPLICATIONS 59.5 PSF 71.5 PSF ANCHOR TYPE j SPAN SPAN TENSILE SHEAR I TENSILE I SHEAR 1 UM. PENETRATION IN TENSILE BRASS WOOD BUSHING 144" SPAN 1/4-20 I 18 8" 15" .; WOOD LAGS (VARIOUS HEADS) 1 MINIMUM EMBEDMENT 144" SPAN 114" 13- 5116 15" 7/16' 1 r 1 r 8" 11" 14' 19- 11' 13 15° 20 6 ' 10 IT 16 81.5 PSF 91.4 PSF TENSILE SHEAR ! TENSILE I SHEAR 13" 18" 10" 11" 13" 18" 6" 10 14" 9 10 1 r 16" 5" 7' 9" 17 NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT IS FROM MOUNTING SURFACE. EXCLUDING BRICX PAVERS AND CERAMIC TILES. -c • • • .; • ... .... . •::' ROBERT/-. O J P E EB s- 0.0:06 (3.2 4 firK cittes APPROVED AS CO t SOUTH FLORIDA " P a , IMPS 9 D IS:ON BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. DAT BY PRODUCT C WITII THE CODE 1 q /111M111.11.1111.11‘ REVISCNS ; 3T Ailmomif mom 7 t 95 Wt. SH° 577 9 5 MEV 6 V__ 6 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Approved Correction Re -Insp' n Fee Date ICI Time /I Type Insp'n R /d∎ ex p jA Lt'' `�`0 Permit N SoaAd Name l (� Company Ch ASP Phone # For Inspector: I / I I Of p Name & Date I) 7114(