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WINDOW PERMIT
M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Atlantic Shuttcrs Inc. 15421 Wcst Dixie Hwy. Bay 23 North Miami Bch ,FL 33162 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01 -0 124.1.5 j EXPIRES: 03/26/2006 APPROVED: 04/12/2001 \ \s0450001 \pc2000\ \templates \notice acceptance cover page.dot Internet mail address: postmaster (n)buildingcodeonline.cont MIAMI - DAI)E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMI1'LIANCE OFFICE III: I RO- t)AI)I: FI.AGLER 13111I,DING 140 WEST H AGI.ER S IRFIi I. SUITE I 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2553 CONTRACTOR r :NI ou(l: II ;N r DIVISION (305) 375 -2966 FAX (305) 375 -2908 Your application for- Notice of Acceptance (NOA) of`: ('063" Aluminum Storm_Panels Shutter / under Chapter 8 of the Code of Miami -)ade 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. I3CCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chicr Product Control Division TIIIS IS THE COVERSI -IEET, SEE ADDITIONAL ('AGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the I3CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. PRODUCT (ONTROI. DIVISION (305) 375 -2902 FAX (305) 372-6339 Francisco .1. Quintana, R.A. 1)irector Miami -Dade County Building Code Compliance Office Ilomcpagc: http : / /w,sw.buildingcodconline.con) Atlantic Shutters, Inc. ACCEI'TANCE No. : 01- 0124.15 APPROVED 04/12/2001 EXPIRES 03/26/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 99- 0208.02, which was issued on March 4, 1999. It approves an 0.063" aluminum storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 0.063" aluminum storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -210, titled " 0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated January 18, 2001, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 0.063" aluminum storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the I3uilding Official or the South Florida I3uilding Code (SFBC) in order to properly evaluate the installation of this system. lie/ 4 P I -Ielmy A. Makar, P.F. - Product Control Examiner Product Control Division 2 Atlantic Shutters, Inc. ACCEPTANCE No. : 01- 0124.15 APPROVED 04 /12/2001 EXPIRES 03/26/2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered alter a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and scaled 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 he available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall he cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. ENI) OF TIIIS ACCEPTANCE 3 I Iclnty A. akar, P.I. - Product Control Examiner Product Control Division 0 0 I �Jw wJ Z Zm JQQ J 0 I- WE Z � <OW [LH-) n Ww X WI EMU J S 1- Z w J J Z a 0 X Q 0 LL 7 —125" TYP. 2 016" I VARIES 5 00" MAX ANGLE O SCALE 3" = 1'- 0"' WIDTH UNLIMITED 1 (PERP. TO PANEL SPAN) SECTION (TYP.) FASTENER p 12 0.0 FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. AND (la 8" 0.0 FOR DESIGN LOADS GREATER THAN 110 P.S F EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE) PRODUCT MARKING LOCATION 1170' 12 00" COVERAGE 13.50" FULL PANEL 0 0 N 6" © SCALE 3" = 1'- 0" TOP MOUNT PIECE 0.0. O. OR O6 I - JW WJ Z Zm J QQ J C c LF w L I ZO aoW M 0 W W 8 1" x 1" TUBE rooL..) FASTENERS E (SEE PLAN J VIEW & NOTE 6) PLAN VIEW TYPICAL ELEVATION - TYPE I 2.016' PRODUCT MARKING (OPTIONAL LOCATION) BOTTOM MOUNT PIECE® OR OVERLAP FASTENERS TYP. (SEE NOTE t3 6) 063" 400" O STORM PANEL SCALE 3" = 1'- 0" � 1/4 -20 X 3 /L" MIN PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 0 093' TYP 2 00" STUDDED ANGLE 6"1 (TYP.) ALUM ANGLE CLOSURE PIECE 1" x 2" x 055" MIN TO 2" x 5" x 055' MAX O 85." 05 . 25 WIDTH UNLIMITED (PERP TO PANEL SPAN) SECTION 75' 6 00" COVERAGE 7 50" HALF PANEL OI (ZAMAC 3 ALLOY) WASHERED WINGNUT 7 SCALE HALF SIZE PLAN VIEW TYPICAL ELEVATION -TYPE II 1/4" MAX TOP MOUNT PIECE L OR OR DIR CT MOUNT 8 1" x 1" TUBE FASTENERS (SEE PLAN VIEW & NOTE 6) BOTTOM MOUNT PIECE(4) OR OR OIR CT MOUNT 11 /L" MAX EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE) PLAN VIEW SCALE 1 -1/2' = 1' -0 1- JW WJ Z Zm J J CLI- W F Z a Qow a�J n WW x EMv J 0 0' 16 GAGE STEEL TUBE SC■LE_ HALF SIZE W'DTH UNLIMITED (PERP. TO PANEL SPAN) 7 750 -, ,200 "! "h" HEADER SCALE 3" = 1'- 0" 100 SECTION — i6 GA (TYP 7 12" ; (TYP UNLESS CLOSER SPACING REQ. FOR DIRECT MOUNT TYPICAL ELEVATION - TYPE III TOP MOUNT PIECE OR OR DIR CT MOUNT BOTTOM MOUNT PIECE L OR OR DIR CT MOUNT NO FASTENEP & TUBE REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS. 1/2" OVERLAP ALUM ANGLE CLOSURE PIECE. TO BE CONTINUOUS FROM INSIDE HEADER THROUGH BOTTOM SILL 1" x 2" x 125" MIN TO _" x 5" x 125" MAX 1 -1/2" MIN. 185" — 307'666" al , 090 (TYP / I 2 0001 - HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) O "U" HEADER ® OPTIONAL ANGLE SCALE 3" = 1'- 0" SCALE 3" = 1' - 0" GENERAL NOTES: 1 THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH A S.C.E 7 -88 ':MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOAD 3 STORM PANELS SHALL BE 5052 -H32 OR 3004 H -34 ALUMINUM ALLOY. 0 063" THICK, WITH A MINIMUM F OF 26 K 51 (BEFORE ROLLING). ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U 0 N PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS ATLANTIC SHUTTERS, INC. NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL BOLTS AND WASHERS SHALL BE GALV STAINLESS STEEL OR HAVE APPROVED COATING WITH A MIN TENSILE STRENGTH OF 60 K.S.I. 6. FOR TYPE I OR 11 PANELS LESS THAN 101" HIGH SHALL BE FASTENED AT OVERLAPS. AT MIDSPAN, WITH 1/4 -20 x 3 -1/2" MACHINE SCREW SIDEWALK BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS; UTILIZING A 1" x 1" x 16 GAGE STEEL TUBE AT MIDSPAN. (SEE TYPICAL ELEVATION). TYPE I OR 11 PANEL SPANS GREATER THAN 101" BUT LESS THAN 135 -1/2 ". USE FASTENERS AND TUBE AT 1/3 SPANS FOR TYPE I AND II. FOR PANELS SPANS LESS THAN 33 ", OVERLAP FASTENERS AND TUBE AT SEAMS ARE NOT REQUIRED. FOR TYPE III PANELS. NO FASTENERS OR TUBE AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 8 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201, 203. AND 202 REFERENCE CONSTRUCTION TESTING CORPORATION (C. T.C.) TEST REPORTS No. 95-006.96-007 & 96 -007R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM. ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALI. REINFORCING BOLTS AND TUBE ARE PROPERLY INSTALLED. WHEN NEEDED. FASTENER ( 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P S F AND (a 8" 0 C FOR DESIGN LOADS GREATER THAN 110 P S F �^ EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE) DA DY PRODUCT L� 0 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 6 I - 01 2-4 • 15 U° 2 Z N w M W 1-- 7 < — 0 U 0 • U) ,, CO x Q *5 = w U >? W N wy z ,f, Z � J ZZ UJ 2< Do- —J Q cc iocp ow c 0 > ex 0 W 0 0 J , V. KNEZEVIC� o .1JFF.`.1510 ENG EER FL LI ns "NO:' PE/ 101 .983 APPROVED AS COMPLYING MTH 2 2001 a te — SOUTH DA BUILDING CODE 1 21 D 1 01 .v -_ _- - 1 t.5 N�tCo �_ oe „qn by irine,4eE b l NTROL DIVISION a v o 1 01-210 1 L - Sheer 1 0I 7 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE— SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR �w 0 7W 01/18/01 12:35 • I I •7M••N1•IJ w 0 0 ais O w 0 EMBED GLASS OR DOOR ANGLE TO WALL DETAIL SEE MIN STORM PANEL SEPARATION 4—r— . (TYP TOP & BOTTOM 5O CONT —\ L CONT - O / O O E 0 , .mi ' "I EMBED 0_ >- FASTENER SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 4" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE (TYP TOP & BOTTOM) . SIDE CLOSURE REQ'D. (SEE — 11/2" MAX O WALL MOUNT SECTION A SCALE 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4• 1/4 -20 MACHINE BOLT & NUT (n1 12" O.C. FROM GLASS SCHED (TABLE 2) / & WINGNUT @ 6" 0.0 FOR TYPE 1 & II AND (1 12" 0.0 FOR TYPE III 1/L -20 MACHINE BOLT & NUT @ 6" 0.C. SECTIONS OF ELEV ) D BUILD -OUT MOUNT SECTION SCALE 3' = 1' -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" CONT FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION "TYPE 5" 1/1-20 MACHINE BOLT w J CO w In z w -J J w z X z PANEL TO ANGLE DETAIL 1/4" MAX. 1 1/1." MAX GLASS OR DOOR 1/L -20 MACHINE BOLT & WINGNUT p 6" 0 C FOR TYPE I & 11 AND 12" 0 C FOR TYPE 111 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR PLYWOOD AND STUCCO FINISH 2" x 6" P T WOOD BLOCKING SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) ti SCALE •aauann'I, 11111FI ::: E M B E •s��= NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WOOD CEILING /INSIDE MOUNT SECTION sO e - z w -J J w z a X CONT Z (MAX DESIGN LOAD _ 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WALL MOUNT SECTION (BOTTOM) SCALE 3" = 1' -0" — WOOD FRAMING - FASTENER SEE ANCHOR SCHEDULE. REF CONNECTION"TYPE 3" 1- z w, J j J J1m w;a Z If- a; alw X � — s 3" = 1 -0" / PLYWOOD AND STUCCO FINISH 1/4" MAX ©CONT FOR WOOD BLOCKING USE 1/1."0 x 1 -3 /1." S S LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12" 0.C TWO 1/1.'•0 x L -1/2" S S LAG SCREW (6 24" 0 C MAX W/ 1 -3/ PENETRATION IN CENTER OF STUDS 1/4 -20 MACHINE BOLT & WINGNUT (h 6" 0 C. FOR TYPE I & II AND p 12" 0.0 FOR TYPE 111 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE GLASS OR DOOR SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 06C ONT GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE w O j EMBE SCALE 3" = �F w 0 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) © CONT. 1/L -20 MACHINE BOLT & NUT @n 12" O.C. OS CONT. (TYP TOP & BOTTOM E FASTENER SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 3" EDGE/ DIST C EO 1 • v , 1 FASTENER SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 3" CEILING /INSIDE MOUNT SECTION SCALE 3" = NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS EXISTING STUCCO FINISH (TYP ) 1 /L -20 MACHINE BOLT & WINGNUT 6" O C FOR TYPE I & II AND @ 12" 0 C FOR TYPE III 0 MAX w J CO Q w w N z w -J 1/4 -2 0 MACHINE BOLT & WINGNUT p 6" 0.C FOR TYPE 1 & II AND FASTENER SEE @ 12" 0 C FOR TYPE III ANCHOR SCHEDULE REF. CONNECTION "TYPE 4" FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE SIDE CLOSURE REQ'D. (SEE SECTIONS OF ELEV ) - HEADERS & U CAN NOT BE USED IN COMBINATION WITH THIS DETAIL APPROVED ASCOIvPLYINGVJITH ALT. BUILD -OUT MOUNT SECTIONS FLORIDA BUILDING CODE BY PR ODUCT CO QTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 110.01 - 01 2. L i • 1 S Uz Z� —cn w D < —o U Q 0 a ( cow Q w z O = w _0 > W N D W H Z z \ o � J _Z 2Q - J - Cr) O cDI— O(/) O c 0 7. _ .. V.J. KNEZEVj IH PEOFESSMONAL N EEfi 1 FL Licen No: PE • 983 01/18/01) scale drawn byvl F:17• NOTr — —_ f.an by lrche(ti•d br v - I b 01 -210 C sheet 2 0 BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2•• x 5 Tw = 125" Tf = 125"' 5 . 0 .. 9 . 5 .. 8' -0" 8' -1" 2' x 9.. Tw = 125 Tf = 125" 5' 0 15' 11 8 13._7.. THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (?D 24" 0 C MAX CONT. 4" x . 250 - ALUM PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT PLATE WHERE TRACK ENDS BETWEEN TRUSSES 01/18/01 12:35 SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) (MAX. DESIGN LOAD 72 PSF) G SOFFIT CONNECTION DETAIL SCALE 3" = 1-0" 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION p 12" O.C. 2" x 2 x .093" STUDDED ANGLE SEE MIN. STORM PANEL SEPARATION z w J FASTENER. SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 4" 2 "x3 "x1/8•" OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP TOP & BOTTOM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX DESIGN LOAD = 72 PSF) © ANGLE BUILD -OUT © SCALE 3' SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR WOOD ROOF TRUSS 2" x 2" x 093" OR FRAMING MEMBER ALUM STUDDED ANGLE 4411. SMS BETWEEN TRUSSES p 12 0 C FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE -J CD F- w w if 1/4" MAX w l7 � EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EMB ZU 4412 SMS p 12" 0.C O H "PASS THRU" DETAIL SCALE : 3'• = 1' -0" FINISH MATERIAL. STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO- 1/4"0 THRU BOLTS 2 "x3 "x1 /4"x0' -8" 6063 -T6 ALUM ANGLE 0 v' 1 THREE 5/16 "0 POWERS RAWL CALK - IN p 3 -1/8" 0 C W/ 1 MIN EMBED. IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST (MAX DESIGN LOAD _ 72 PSF) O HEADER MOUNT DETAIL K SCALE 3" = 1 -0' J z a X 0 CD II z -J wnr iovne ai .niiwnwrwr�...ww�wwrwswwesrwiwv (MAX. DESIGN LOAD - 72 PSF) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) SEE MIN STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) 2" x 2" x 093" STUDDED ANGLE r MAX 1/8• TILE I FINISH MATERIAL 1 / 3/4" PLYWOOD 2" x 4" x 1 /8" CONT ALUM TUBE (6063 -T6) 1/4"0 POWERS RAWL CALK -IN p 7" 0 C WITH 7/8 " MIN EMB IN CONC OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (p1 12" 0 C W/ 1 -1/2" MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY 0 OF 0 55 OR GREATER 1/2 "0 THRU BOLT (p 12" 0 C 1/4"0 POWERS RAWL CALK -IN @ 12" 0 C WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW p 2 " o W/ 1 -1/2 " MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT ALUM ANGLE 6063 -T6 APPROVED AS COMPLYING V ITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.91 Q1 z'- . I 0 m w z/ 1-/ 0 0 EMB — M - 1/4" STUD p 12 "0C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) EDGE MOUNT DETAIL SCALE 3" (MAX DESIGN SCALE 3" = 1' -0 " X rn 5/16•' 0 POWERS RAWL CALK -IN p 5" o . W/ 1" MIN EMB INTO CONC OR HOLLOW BLOCK W/ 5/16 " -18 MACHINE SCREW 2" x 5" x 1/8" CONT ANGLE 6061 -T6 ALUM W/ 1/4"0 STUD (p 12" 0 C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 3" 1/4 " - 20 STUD & WING NUT )p 6" O C FOR TYPE 1 8. II AND @p 12" 0 C FOR TYPE III 2" x 5" MAX x 093" STUDDED ANGLE LOAD _ 72 PSF) TRAP MOUNT DETAIL J z Q a X Q z • II S w rn Y U Z Z — N w C/)' W H < — O U ¢ 0 . U) 2 Q w I w > ? W' N D W rn Z Z 0 co c 0 N m gale u N w U 0 cn S U w Z O 0 u s V.J. K JEZEV) PPOFESSIONALL I N CG,II44 EER FL Lic h No: PE 400 903 2001 01/18/0 I( ( lara..n br ` AS NOIEDJL =v] Ceq" OT ,ne«td byl ( s7v1" 1 � VIK 0 1 -21 " 0 j sneer 3_or 7 01/18/01 12:38 2" x 2 "x .093" STUDDED ANGLE / TWO 5/16 "0 POWERS RAWL CALK-IN (nl 3-1/8" 0 C W/ 1 MIN EMBED IN CONC OR HOLLOW BLOCK W/ 3 -3/4" MIN EDGE DIST W/ 5/16'• -18 MACHINE SCREW r Tw (MAX. DESIGN LOAD t 72 PSF) #12 SMS p 12" 0 C 2" x 3" x 1/4" x 0 " -8" 6063 -T6 ALUM. ANGLE TWO -1 /4"0 THRU BOLTS ALT. LEG DIRECTION FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O M STORM PANEL SUPPORT BEAM SCALE : 3" = USE REMOVABLE ANCHORS ONLY pa 6" O.C. MAX. FOR TYPE I & II AND (ul 12" O.C. MAX. FOR TYPE III. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR DOOR © DIRECT MOUNT DETAIL SCALE 3" = 1' -0" 2" x 7" x 9' - 7" MAX Tf= 013 ",Tw = 0.055 "I 6063 -T6 ALUMINUM LA BEAM #12 x 1" ALUM TEK SCREW OR 300 SERIES S.S TEK SCREW @ 8" O C TYP. FINISH MATERIAL STUCCO, AND /OR PLYWOOD 0 Z w -J FINISH MATERIAL STUCCO. AND /OR PLYWOOD —� 1/4 -20 S.S. MACHINE SCREW BOLT & WINGNUT (1 PANEL MIDSPAN (a 51" O.C. N 1" OR 2' 1" x 2" 2 " x 2 .. 0 (MAX. DESIGN LOAD - 72 PSF) MIN. 2" x 2" x .125 - MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE x 055" 6063 -T6 ALUM TUBE 2" x 2" x 093" STUDDED ANGLE 1/4"0 MACHINE SCREW BOLT 1/4" POWERS CALK -IN W/ 7/8" EMBED IN CONCRETE OR HOLLOW BLOCK p 6" 0 C EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O N 2" x 2" ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" STORM PANEL © ALT. CORNER DETAIL SCALE 3 = 1 -0' EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED BASED ON TYPE OF STRUCTURE 2" x 2" x 093" STUDDED ANGLE 1 /L'• -20 MACHINE SCREW STUD & WING NUT (D 6" 0C FOR TYPE I & II AND 12" 0 C FOR TYPE III — STORM PANEL 1 /4"0 THRU BOLT (1 12" 0.0 ANGLE TO ANGLE CONNECTION 2 " x3" 2 " x 4" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER SEE ANCHOR SCHEDULE, REF CONNECTION "TYPE 3" 1 -1/2" MIN 1 -1/2" MIN EDGE DIST /' NON- STRUCTURAL (MAX. DESIGN LOAD _ 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL STORM PANEL BUILD -OUT SCALE : 3" = 2" x 2" x 093" STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE S Z O BY PRODUCT C•'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 l - Dl 1. • IS 0 1/4 " -20 MACHINE SCREW STUD & WING NUT 6" 0C FORTY E I & II AND p 12" 0 C FOR TYPE III (' Z ci -fn e • Y U w t _ ww (e r 0 , w W o 3 I— D ° � -0 S LL C�¢ • 0. � w cn r _ _. Qw 8 w �' z U ots- _ � W LL IL U � N NN -- C W Zo l'' (.) H 0 N m • 1— r V.J KWE7JE OrESSI 7t t NEER 1 FL L4G / nn -e No: P 00 • 983 1 I 2 2001) 01,18/0, AS Nfl .'EO) AV, raes.9n br l� ^ <tieO orl t v1.< J ",1 orswtnp no 01 -21 0 sheet L. of 7_ POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN IL) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) W/ BAR & BOLTS NO BAR (TYPE ill ONLY) W/ NO BAR 40 0 5- 0 2 -1/2 2 -1/2 1 -1/8 8- 5 2 -1/2 2 -1/2 " 1 -5/8 8- 8 2 -1/2 2 -1/2 1 -5/8 11 - Z. 2 -3 /c. 3 -3/1. 2 -5/8 50 0 5- 0 2 -1/2 2 -1/2 1 -1/1. 8- 5 2 -1/2 2 -1/2 1-3/1. 8- 8 2 -1/2 2 -1/2 1 -3/4 11 - 0 3 3 -3/1. 3 60 0 5- 0 2 -1/2 2 -1/2 1 -1/4 8 - 5 2-1/2 2 -1/2 2 8- 8 2 -1/2 2 -1/2 2 -1/8 10 -0 3 3-3/1. 3 70.0 5- 0 2 -1/2 2 -1/2 1 -1/1. 8- 5 2 -1/2 2 -1/2 2 -1/4 8- 8 2 -1/2 2 -1/2 2 -3/8 9- 8 3 3 -3/4 3 80.0 4- 0 2 -1/2 2 -1/2 1 -1/4 8- 5 2 -1/2 2 -1/2 2 -3/8 8- 8 2 -1/2 2 -1/2 2 -1/2 9- 3 3 ' 3 -3/4 3 90 0 4- 0 2 -1/2 2 -1/2 1 -1/1. 6- 0 2 -1/2 2 -1/2 1 -3/8 8- 9 2 -3/ 3 -3/1. 2 -3/4 100 0 4- 0 2 -1/2 2 -1/2 1 -1/4 6- 0 2 -1/2 2 -1/2 1 -1/2 8- 3 2 -3/1. 2 -1/2 2 -1/2 110 0 1.- 0 2 -1/2 2 -1/2 1 -1 /4 6- 0 2 -1/2 2 -1/2 1 -1/2 7 - 11 2 -1/2 2 -1/2 1 -1/2 120 0 1.- 0 2 -1/2 2 -1/2 1 -1 /1. 6- 0 2 -1/2 2 -1/2 1 -1/2 7- 6 2 -1/2 2 -1/2 2 -1/1. NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE III ALL MOUNTING CONDITIONS W/ "U" HEADERS. "H" HEADERS W/ STUDS p 6" 0 C STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS (al 6 " 0.0 & DIRECT MOUNTS W/ ANCHORS 6 6" 0 C (TOP & BOTTOM) STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS (al 12" 0 C & DIRECT MOUNTS W/ ANCHORS (al 6" OR 12" 0 C (TOP & BOTTOM) jc L max (FT -IN) L max (FT -IN) L max (FT -IN) 30.0 8 - 5 11 - 4 11 - 1. 40 0 8- 5 11 - 1 11 - 1 50.0 8 - 5 10 - 6 10 - 1. 60.0 7- 9 10 - 0 9- 5 65.0 7- 2 9- 10 9- 0 70.0 6 -7 9 -8 8 -8 75.0 6- 2 9- 6 8- 2 80.0 5 -9 9 -3 7 -8 90.0 5 -2 8 -9 6 -10 100.0 4- 7 8- 3 6- 2 110.0 4- 2 7- 11 5- 7 120.0 3 -10 7 -6 5 -1 130.0 3 -7 7 -2 4 -9 140.0 3 -3 6 -8 4 - 150.0 3 - 1 6 -3 4 -1 160.0 2 -10 5 -10 3 -10 170.0 2- 8 5- 6 3- 7 180.0 2 -7 5 -2 3 -5 190.0 2- 5 1. - 11 3- 3 200 0 2- 3 4- 8 3- 1 01/18/01 12:38 TABLE 1 - STORM PANEL SCHEDULE NOTE FOR TYPE III - NO BOLTS W/ STEEL TUBE ARE REQUIRED TO HOLD PANEL SEAMS TOGETHER >c ANCHOR SPACING SHOWN IN TABLE 1 FOR DIRECT MOUNT SHALL NOT EXCEED THAT SHOWN IN FASTENER SCHEDULE TABLE 2 - SEPARATION FROM GLASS SCHEDULE AP ?ROVED AS COMPLYING'MTH THE SOUTH FLORI'A B ILDING CODE DATE A 12 0 I BY PRODUCT C017iROL DIVISION BUILDING CODE CCMPLIANCE OFFICE ACCEPTANCE NC 01 - OI - 2-9 . 15 rn _V U z Z - cn W V) ~ W ~ < - 0 U x O . N (1) w 015o = Z o > ? W N D W Z 0 Y U co c 0 cn 0 00 - V.J. KNF.ZF_1fCH Pr?OFEr,IONfL INEER FL I_ll;en .e No: P, ifl 0 0983 u z O F. 0 8 u < _ O < GSNU' U cc O 0 j O ® LL • J • � X O > � Z 2 z w 2 � 3 U z (n W U 0 Ati x U > N z 0 0 0 8 ) a ' 2 2001) /Dare o, /,e /OIJ A t N O T E i l L - AV J S.qn by 1((nr( by 1 ara.+.nq no l I i 01 - 21 0 l sheet 5 or 7 1 01/18/01 12:39 ANCHOR SCHEDULE ru IIIYI FASTENER MAXIMUM SPACING /INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w .-, r EXISTING STRUCTURE . ANCHOR TYPE LOAD (W) PSF MAX 2" EDGE DISTANCE 3" EDGE DISTANCE 5• -0•• MAX. SPAN 8 -5 MAX. SPAN 11' -4" MAX. SPAN 5• -0" MAX SPAN 8 -5•• MAX SPAN 11' -4" MAX SPAN . ANCHOR NOTES CONNECTION 1 TYPE 2 3 L. 5 CONNECTION TYPE 112;3 :415 CONNECTION 1 TYPE 2 3 L. 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 415 CONNECTION TYPE 11213;45 1 1250 N. UNNERSRY ORNE, SURE 180 • FORT LAUDERDALE. FL TEL (954) 382 -2800 • FAX: (954) 382.2989 • FLORIDA COA 4 WEBSRE: WWW.KNEZEVICH.COM • E-MAIL: KAQKNEZEVICH.( MIN. 3,000 PSI CONCRETE 48 12 12 12 12 12 12 1 10 1 11 , 9 1 12 12 j/ 8 6 1 9 12 12 12 12 12 12 12 12 1 11 1 12 12 1 6 1 12 !E3 i 1 I W 1/4 "0 � [ 62 12 12 12 11 12 121 5 8 7 1 9 12 1 2 i1 12 1 : 6 5 7 12 12 12 12 12 12 7 121 8 112 121 4 110± 6 1 9 POWERS /RAWL 72 1 2 12 12 10 1 2 1 2 I L. 1 7 6 8 5 L. 4 3 6 5 1 2 1 2 12 9 1 2 12 1 2 9 1 2 12 1 2 5 12 1 3 12I 7 110 12 3 1 9 1 5 1 7 12 1 3 1 7 1 4; 6 CALK -IN W/ 7/8" EMBED & 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) 92 12 7 9 7 11 12 ( 3 5 j 4; 6 9 5 1 8 200 12 r� 1. 3 5 12 L. 3 1 5 12 / 4 3 5 12 3 7 4 6 12 3 7 L. 6 121 3 1 7; L. 6 48 12 12 7 10 121 4/ 8 1 L. 6 12'j 9 6 3 L 12 12 1 1 2 12 12 8 6 11 8 12 5 12 3 10 5 1 6 121 3' 7 1 4 ; 5 6 2 12 10 11 5 8 12 f 6 3 1 4 4 3 8 4 15 �� 10 /// 6 1 3 1 3 72 12 6 3 9 7 4 6 10 5 v 4 8 4 r 3 �,/, /�i// %� 12 7 11 5 7 12 r 7 3 1 4 9 5 3 � 1/4"0 POWERS /BAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED. 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN L. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD �R x L." (M N ) STUD. W000 SHALL BE SOUTHERN PINE NOMINAL SHALL BE LOCATED IN CENTER OF OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS WITH MIN. EMBEDMENT INDICATED ABOVE. 8 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4-20 SIDEWALK BOLTS. 92 12 3 5 L. 12 9 4 6 200 7 . %��j� / /� %/���31 j� /� � � Iire IIr � /�/j� I I��� /�j/j�`�r/ A I 1 j /%�"'j�� WANES 0.063" ALUMINUM STORM PANEL [ATLA NTIC 15421 West Dixie 1 L 1� Highway Bay 23 !SHUTTERS No B each, F lorida 1 ) 1 62 inc. � ph: (305) 945 -7277 1ilOi fax: (305) 945 -I13I 48 12 12 12 8 10 121 L. 1 7 5 1 6 W 5 1 3 1 L. 12 12 12 8 10 12 L. 8 5 6 1 62 12 10 9 6 7 ��©��% 4 / 3 12 11 11 6 8 �'�� 111A 1111111�I > 72 12 12 6 3 8 6 5 4 6 5 E% E� w A rr g %� 12 6 9 5 6 12 3 7 4 5 10; 4 3 7 3 /A 1/4 "0 ELCO FEMALE "PANELMATE W/ 1 -1/4" MIN. 0 SIDEWALK BOLT 92 200 6 % / % ri%i�%�IjI� %��� i�fili . / Air % 7 3 48 12 12 12 8 10 12 4 7 5 6 WAD 3 4 12 12 12 8 10 12 L. 8 5 6 W 62 12 10 9 6 7 12/ 3 4 ' � /, / © 12 11 11 6 8 12 6 4 4 % EVAINEI t/i� �7// ` �/ / /// 5 6 1111111111111111111 - _ 72 12 6 8 5 6 ICI% U jf 12 6 9 5 6 �j 5 3 4 crAff����� ■ W t %/// /��� 4 1/4 '0 ELCO MALE MIN. MBEDMENT 92 12 3 6 5 /� �� r�ri�t j 12 3 7 5 200 6 j 3 Y %'! %/ / � Y%�j X 44 � /�� 7 f 48 12 12 12 10 12 12 6 10 6 7 12 3 L. 5 12 12 12 12 12 12 6 12 7 8 12 3 9 62 12 12 12 8 9 12 3 7 4 5 11 % 3 4 12 12 12 9 11 12 L. 9 5 6 12 / 7 4 4 o _ y V SUOISIAOJ — 9(0'66 oN 0NIMryd - A311d ;>tf uo11d1■a..p )6Y : R1111111111111 1111111111111110> 72 12 8 11 7 8 12 A 6 L. 5 9/ 3 3 12 9 12 8 9 12 3 8 4 5 11 /• 6 3 4 1/4 "� ITW TAPCON W/ 1-1/L." MIN. EMBEDMENT 92 12 4 8 5 6 • �j 5 3 3� j� 12 5 11 6 7 �' 3 L. �% 200 8 j %���ffrAINFA MIli©���111©�� 9. / DESIGNATES ANCHOR CONDITIONS. WHICH ARE NOT ACCEPTABLE USES 48 12 12 12 12 12 8 12 11 9 11 6 7 12 10 9 12 IHHfl 6 8 6 8 12 3 6 5 3 3 5 4 3 12 12 12 12 12 12 12 11 12 10 12 9 12 12 11 12 8 12 8 10 12 4 110 6 7 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK• OH WOOD FRAMING. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE, IT IS FOR PRESENTATION ONLY REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. x REQUIRED FOR DIRECT MOUNT ^ 6" OR 12'• SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTHFLORIDABUILDINGCODE DATE z /c� 1 . 62 12 12 4 10 6 5 7 6 12 7 12 6 4 4 5 I. 11111111111 3 9 ;� a = - MI 72 1 SLEEV D E Y ANC B HOR ANCHOR W/1 -1/8•' MIN. EMBED. 12 8 7 5 7 �/ �i� VA 12 6 12 7 8 1IV%N L. 5 �% 0 o - 200 9 r j 3 ► jA� %���V r V�M� /© 3 4 �� r V.J. KNEZEVIOH IOS.NESSIUf 1/1,640iI NEER 1 � .FL Llcdn • e No: PE ¢ f)983 �/ N 2 x.00.1) 48 12 12 12 12 12 12 9 10 9 11 12 5 8 7 8 12 12 12 12 12 12 11 12 12 12 12 6 12 9 10 62 12 12 12 12 12 12 5 8 7 9 12 3 6 5 6 12 12 12 12 12 12 6 12 9 11 12 4 10 7 8 g _) 72 12 12 12 11 12 12 4 7 6 7 E% 12 12 12 12 12 12 5 11 8 9 12 3 1 8 6 7 1/4 DROPEIN &BAWL 13/4 °0 HEAD) W/ 1 -1/4" MIN. EMBED. 92 12 7 9 8 10 12 %A© 6 12 8 12 10 12 12 3 9 6 7 12 v 7 5 6 200 12 �/� 12 6 4 8 6 5 4 5 4 3 5 6 5 4 10 maw 6 3 5 3 3 j 1 2 F 7 5 12 12 11 6 12 7 8 4 12 4 7 4 10 5 3 6 7 5 L. 3 12 11 8 7 5 4 , 7 5 3 6 4 12 / 7 5 6 48 12 �� . Ammar % i A j� � ��/ " ������ 3 ri r 6 5� 4 g i 5 ♦j 3 �y �� / 01,-16/0 1 6 2 12 ��� 3 / 3 BY • L r . •, b y n3 TED ; a e,19^ b � K j by BUILDING CODE COMPLIANCE OFFICE _ ACCEPTANCE NO. nL Q� I ���t 1111 ❑t11t 11 111111111 > t om '°' "1�1111111ll1�ll��111111111 3/16'0 ELCO TAPCON 1 -3 /8" MIN EMBED 7 2 11 92 8 % /� �� // .Ir// 3 . / A / , / / %� // J 4 4 ; Craven() o 01 —2 7 0 2 0 0 4 ��� % %.� r /zi% A /rr���1�%///� L. ��//�� � sneer 6 of 7 01/18/01 12:39 01/18/01 12:29 r NO. . . • • ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w t' cr EXISTING STRUCTURE • NCHOR TYPE LOAD (W) PSF MAX. 2" EDGE DISTANCE 3" EDGE DISTANCE _ . EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 3/4" EDGE DISTANCE 5• -0•• MAX. . AN 8' -5" MAX SPAN 11 -4" MAX SPAN 5' -0" MAX SPAN 8' -5" MAX SPAN MA AN SPAN MAX MAXX . S PAN MAX MAX X SPAN MA COPYRIGHT C 2001 KNEZEVICH 8 ASSOCIATES, INC.1I CONNECTION 1 TYPE 2 3 L 5 CONNECTION TYPE 1 2 � 3 I L 1 S CONNECTION TYPE 1 1 2 1 3 L. CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 1 3 L 5 CONNECTION TyPE 1 1 2 1 3 1 4 i 5 CONNECTION TYPE 1 1 2 I 3 1 . . 1 CONNECTION TYPE 1 1 2,3 4 5 CON 1 TYPE 2 KNEZEVICH & ASSOCIATES, I CONSULTING ENGINEERS • PRODUCT TES1 1260 N. UNIVERSITY DRIVE, SURE 180 • FORT LAUDERDALE, FL TEL: (954) 382.2800 • FAX: (96.1) 3822989 • FLORIDA COA I3 WEBSfTE: WWW.KNEZEVICH.COM • E-MAIL' KA@KNEZEVICH.( -- HOLLOW CONCRETE BLOCK L8 12 12 11 6 8 121 L 1 6 1 3 1 5 10 L 3 12 12 12 7 11 12 5 110 L 5 12 j 7 i 3 1 L WOOD FRAME 3 /L" MIN L8 12112112112112 12' 9 1 9 1 10 12 12 5 r 1 A [`� 11 IIIIIIIIII111111111111111D i/L WOOD LAG SCREW W/ 1 -3 /L" PENETRATION (SHEAR O GRAIN) PARALLEL 1 /L"0 62 12 12 12 5 12112 9 5 3 8 7 5 L. L. 3 6 5 L 10 L � 5 / 9 ... L VA 3 3 . ����� 10! 3 11 6 1/33 33 �i.��// /iii �UMW A IWi.� A �fiW/ "Mr / �� 121 4 1 7 1 5, 6 �A B 10 3 3 6 3 j� /�A CV � .1V/ �12 �/ ; 4 12 A v �� /� � MEM / 12 11 12 6 5 8 7 12 3 7 11 11 6 3 3 5 L 10 S � 3 8 .� 3 7 1 /A 7 �4 8 ...� � ,3 3 6 { % � / >> 5 // 5 // Y 5 % 12j 6 3 4 O� 62 12 112 12 12 112 12 1 5 7 8 9 12 3 POWERS /RAW 72 1 2 7 11 72 12 ! 12 10 i 11 12 12 4 1 6 6 8 12 CALK -IN W/ 7/8" EMBED. & 1/4-20 SIDEALK HEAD) 92 12 3 8 L S / � L 3 A 1 6 I L 1 L 6 92 12':7 1 8 9 110 12 1 3 L 5 6 12 12 / 200 L8 • ��� 6 7 200 12 - L. L 15 12 J/ L L 5 10 5 1 6 12 12 111 3 1 7 3 5 l S /A -3 /L" MIN LB 12 12' 9 1 7 10 12 12 5 r r 62 12 6 81L5 12 719 L 5 62 1211219j1Q112 12'5;5!8 9 12 3 E 1111 I1ll1ll111111111D 7 2 11 9 L 7 1 3 1 L. / 5 3 L 1 8 L L 1//."0 WOOD LAG SCREW W/ 1 -3/1. TRATIN (SHEARNPERPENDICULAR TO GRAIN) 7 2 12 112 ! 8 1 11 112 12 ! 4 ; 5 1 6 1 8 12 //� 1/1." POWERS /RAW ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBED. 92 10 S2 12 6 9 10 12 ; 3 S 6 �� 12 . 12 , 200 48 6 2 7 2 5 , /%� /3 !/' 10 12 10. L. 1 8 1 5 200 12 : 3 1 L 1 5 12 ;/ 3 1 L 1 5 ATLANTIC 15421 West Dixie Highway Bay 23 S MUTTERS North Miami Bcach, i inc. Florida 33162 n0,� . Ph: (305) 945-7277 fax: (305) 945 -1131 1 2 12 110 12 1 2 6 1 2 8 10 7 6 12 12112 12 11 11 8 ANCHOR NOTES 0.063" ALUMINUM STORM PANEL 1 h 1 � 9 8 6 5 6 5 8 6 6 L 9 5 1 3 1 3 1 L ������ �� i // 6 9 5 3 8 L' 3 7 3 7 / 3 /A 1 SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5 2 ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE 3 CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GRATER THAN OR EQUAL TO SHUTTER SPAN. L REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE LAG SCREWS FASTEN O NARROW FACE STUD FRAMING. FASTENER S BE LOCATED IN CENTER OF NOMINAL SHALL 2" x L" (MIN.) WOOD STUD. WOOD SHALL BE SOUTHERN PINE G = OR BETTER DENSITY. 7 ANCHORS SHALL BE INSTALLED IN ACCORDANCE MANUFACTURERS RECOMMENDATIONS WITH MIN EMBEDMENT INDICA ABOVE 8 1/L -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/L -20 SIDEWALK BOLTS. 1 /L "0 ELCO FEMALE "PANELMATE W/ 1 -1 /4" MIN EMBED & 1/L SIDEWALK BOLT T 92 12 6 3 / 6 L 5 % IIVAMIEWArg � Il 12 Frig% 3 7 �IV/ L // S / / //4 5 200 48 12 12 12 8 10 121 L. 1 7 1 5 1 6 �� 3 1 L 1 2 12 12 8 10 12 L. 8 1111 62 12 10 9 6 7 /r te i, % /.f ms Ali 1 1 1 11 6 8 12 r - L L 5 1 3 1 3 ` � ` �, 1 , 1 ,,, ` �„ 1 �1,� 72 12 12 6 3 8 6 5 L 6 5 / 10 / / � %��� / �� ✓/ / j�� 12 12 6 3 9 7 5 L 6 5 r 10 8 7 'A � %/� / ��� ' AIWA 3 / / /JV L. / L / 3 / 3 / // / / /// 1/4 '� ELCO MALE "PANELMATE" MIN. EMBEDMENT 92 200 6 V / � 2 E / Y �/� j� / / r////• 3 � // / / 7 j� r // 48 12 10 12 5 3 �% /� 7 5 5 ©�,/ L 3 / / / � " 5 3WAY/ / �/ " " "�" 11%/AIMEINIZIr � / � / ��� ��j / � � '� ��� /- / A 12 11 10 12 6 3 / 9 7 6 1. 3 3 5 L 3 � Q 7 / ,� %A � / �� �� %M , / • 5 L 3 '0 I )11 I I rn H �� 3 ' �� /`�� / • � /��� 62 ( - S U O I S I A O J ( uorldi.o.•o jca 9(0 ON DNIMY60 A3tid — _\LI1IAIII llllllll�11W111 72 9 7 3 / . � /AU ���� 1//."o ITW TAPCON w / MBEDME M T 92 / /, %�j 200 12 11 9 12 S 3 8 6 5 L 3 3 5 L12 3 : �48 6 /���/� / A 33 A 12 12 12 7 L 12 9 8 5 L 3 7 5 L 11 8 7 33 11 777 / % %%/ 333 3 g p r ♦ i / 5 //!� �� r % � % A 62 72 Mire O 111 / i ` �� / �� � j .I•o 1 � l0 /OUIOi j/ ���� / /// 1/ 5 L LE V E ANCHOR EEE ANCHR w/1-1/8" EEDMIN 9 7 ♦ / � / // / / // / / � '����/ / � 3 3 5�����/ / - 200 3 p / // / • / r' / /��� / /r' ll% Air, c / /I /��� / / / /.��� V • �� � 9 DESIGNATES ANCHOR CONDITIONS. / WHICH ARE NOT ACCEPTABLE USES 48 12 9 12 L 6 5 3 L grow �j� �// ����� /�� /� 12 10 12 5 B 6 L 3 5 L 8 6 9111/ lf rlir/ ♦ �/� r V.J. KNEZE' H /v .p...,EssioNA .EN MEER �J FPE L LIC • n Oe Not13 : r / I l _ 2 2001 0 10 EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE, IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE x REQUIRED FOR DIRECT MOUNT p 6" OR 12" SPACING ONLY SPACINQ NOT TO EXCEED VALUE SPECI,V,RjN_ANCHOR SCHEDULE „ N ri \ tD AS COMPLYING WITH THE SOUTH FLOR DA BU)LDING CODE DATE 0 1 A 2. / a BY PR CO TROL _ ` 62 3 3 � /rir, 72 8 6 3 / / AV., %� jj /���'��� / / % %��� /" /� i 1 //�� ///1/��////��// / // ����� i% A 9 7 3 3 � 5 '/,© 5 ���� V P!" �f //♦ � ♦ / //! /� / /# / % /// 3/16"0 ELCO TAPCON 1 -3/8" MIN. EMBED 92 ♦��/ 200 ' /�/ / � ' � //// Alai% 1111FA 72 �� / / / � � � I / G %! � � ��� /� � �� /// / / / ��/ , %J A l2 ����� /, /j� " j j/ As 12 12 12 12 1 12 12 12 12 12 9 112 5 112 9 7 11 8 12 5 8 12 7 L f•are 07 /18 /01 ,1 ����I��` 12 3 1 9 1 5 6 ,t l�o.� uv Le. ,. i by F + 2 SCREW RODI 1 / / / / // /'� / �/ ��/ ////! `/.� / / / / / / ///��� �ar /♦/� / f // �5 �� /', � jj / / / //A 12 12 1 12 1 10 12 12 1. 1 10 6 7 12 8 1 L 5 1/L -20 ITW EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW W/ 2" MIN EMBED 92 12 6 ! 12 1 8 10 12 t, 8 5 6 12 O 6 L L a a _ P _ � - 21 0 _ sheer 7 of 7 200 12 � � 6 1 L L 1 2 6 L 4 12 % 6 1 L IL BUILDING CODE COMPLIANCE OFFICE 01/18/01 12:29 r NO. I ECEUvED BUILDING PERMIT APPLICATION FBC 2001 Tenant/Lessee Name Permit Type (circle): CBuildin) Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C GC/4 U >�1 Phone # (3 S \ " 3355 Owner's Address , !J E 9- - 5y City I i ( P�f'1/L S zstate t��- _ Zip . �`h ( 35 Phone # Job Address (where the work is being done) c° 2 trkn/ PIr( City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name ( PCreR 1 3I LT CC- Phone / Z7 r2-1 # C34)A� 53 ' - `0 Contractor's Address �� Oct 312, i VI' ...50 - � 1 T E C T l 1 O City Inil A cevi ref &t State t . Zip '"3 ( 3 Qualifier E A- State Certificate or Registration No. qc. 15 o s Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 t ( 1 3 5 - ' Type of Work: ❑Addition ❑Alteration ❑New Permit No. 9 - - 1(o( Master Permit No. Square Footage Of Work: Repair/Replace Code Enforcement $ ' Structural Plan Review. $ ❑ Demolition Describe Work: 1/0 ) t� i �"Le Z I�t t/� AO $ - 6 H �EFC� A T t!! 7- NS - Cm 2 ) * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ 1Pt. 'Permit la /0 CCF $ CO /CC �+ /� Notary $ Training/Education Fee $ (� r 60 Technology Fee $ RSO Scanning $ / 5"s Radon $ Zoning Bond $ Bonding Company's Name (if applicable) s ' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. NOT Sign: Print: Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 10 The foregoing instrument was acknowledged before me this I( day of Q , 20d. by �)a �1�',T ' . , day of , 20Q by Pic who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. LI t � ei My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY. Chc 05/13/03 �vs* Joseph DwNz My cbmmiss1on CO2044139 ,� evens Ann' 21.2007 NOTARY PUB IC: Sign: Print: X/ 4{0 I6 1 6 20N Plans Examiner Engineer Zoning My Commission Expires: ip o ► k ph Dwlfz Oannin1on 00204400 Bpres Apnl 21, 2007 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Buil.ing Inspection Request Date Type Insp'n Permit No. Name Address /�, + ' / Company `-`U v Phone # Inspection Date Approved // Correction Re- Insp'n Fee I ' sf 1 ucio NE_ q134 ii4,6101,Th I Yl S o2,Q C� l di;C cy)=-1I I ICY 30 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -1101 Printed: 8/16/2004 Applicant: JOHN Owner: WYATT JOB ADDRESS: 440 NE 91 Parcel # 1132060190050 Signed: (INSPECTOR) Building Permit WYATT JOHN ST Contractor PETERBILT CONSTRUCTION Contractor's Address: 121 OCEAN DR. #104 Local Phone: 305 - 538 -6727 Permit Status: APPROVED Permit Expiration: 2/9/2005 Construction Value: $2,435.00 Work: INSTALL NEW WINDOWS (NON- IMPACT) ALONG WITH 2 NEW STES OF SHUTTERS (STEEL) Page 1 of 1 Legal Description: EL PORTAL PB 9 -101 LOT 7 & E1/2 OF LOT 8 BLK 1 LOT SIZE 75.000 X Fees: Description Amount FEE2004 -8277 Building Fee $100.00 FEE2004 -8278 CCF $1.80 FEE2004 -8279 Training and Education Fee $0.60 FEE2004 -8280 Technology Fee $2.50 FEE2004 -8281 Scanning Fee $15.00 Total Fees: $119.90 Total Fees: $119.9 Total Receipts: 0.00 27PAIC In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: ...._ = LLSTATE, WINDOWS • DOORS • SHU,TTERS NAME: (. - 1 W y q ADDRESS: "'f,kr k'6 qt S CITY: t(I a `";I S/I O. L STATE: rU ZIP: 3 5 (3 J OFFICE PHONE: T (141-10■] Cl/ ofe41 plctir DIAGRAM CONTRACT DATE: CONTRACT NUMBER: O SALESMAN: JQU 1)41:4,1 INSTALLER: DATE OF INSTALLATION: HOME PHONE: 3 e 5 7S -- 33 S 7 / / o t( toV- CS Qz �oh.o� �, -eye MIA M ID.DE PRODUCT CONTROL NOTICE OF ACCEPTANCE i\'Icta!Tcch, Inc. 7635 \Vest 2nd Court Hialeah ,FL 33014 The expense of such testing will be incurred by the manufacturer. APPROVED: 03/22/2001 MIA MI -DADE COUNTY, FLORLDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE r METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 :\ II: \\11. FLOI:ID,\ 33130-1563 (305) 375 -2901 FAN (305) 375 -2905 coxri ACr OR LICENSINC SECTION (303) 375 -2527 FAX (305) 375.255 CONTRACTOR ENFORCE■IEV1 DIVISION (305) 375 -2966 FAX (305) 375 -290s 1'RODLCI 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 S 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. 7 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 Buildin, Code Compliance Office 1 \s0450001 \pc2000\ \templates \notice acceptance cover page.doc Internet mail address: postmaster @.buildingcodeonline.com i Homepage: http : / /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 01-0205.01 APPROVED 03/22/2001 EXPIRES 03/22/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves 24 ga. (0.029" min. w/o 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. 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. tv /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. ! . Helmy E 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. A . 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, Nvhere 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.`Makar, P.E. - Product Control Examiner Product Control Division '0 n .► 090 FLAT BAP 2 3/9" P2 l VARIOUS DEGREE CORNER PAN .050 WN. CORNER PAN 050 MIN 3' 7/9' I 3/32' 3 7/32' cn r-I 3 1/32• 2 / 4 1/0 H25' 2 ." MOUNTING HOLES 12 1/2" 0.C. .090 n) 7/16 " — m S T — i s ( .- 1 r C� O ry .093 .09.; J nJ x . 125 I) 29/32' �. T1 .is CROSS SECTIONS 5 1/2' 2 3/9' H1 VARIOUS TYPES OF F- TRACK NOT 5H0v /N 1 1/2' 1 RETURN 14 .060 MIN. SPECIAL NET PANEL SECTION 3 7/32• 3/32' 7/9' vARIES BLOCKING 125 VAPIE .060 MIN 5 13/16' S 3" MAX .090 1 0 2 I L 2H n 1 /5 MIN 2' 16 L3H 1/8 MIN. 11 co II L 114 t 1 /E /1/0 / ANCHOR '/OUNTING HOL c S LOCATED ON ETHER HORIZONTAL OR VERTICI', LEG. ® 10 18 nN9 19' STUDDED ANGLE DETAIL 1/2 FLAT STUDDED STRAP MA',' BE US !N PLACE OF ANGLE C O /v/ R L_ l ES tiV / T / : 3.F.D C. 19P.1 ED /T /ON F,7n DADE COUNTY, SOUTH FLOP./DA 61i'I D NG CODE 23/ 4 .5 FATIGUE L OAD ' E;T INC AND 2.315 /AL PACT TESTS DE WINO LOADS PER CHAPTER 2.3 or r.5'.C. PQESSUPE PEOIJ /REMENT CALCULATIONS 1, /UST BE PERFORMED PER ASCE ; - 53 „/lN4.IUl! DESIGN LOADS FOR BUILDING A NO OTHER STRIJCTURES GEP.IEF?AL NOTES: L ALUMINUM EYTRLJS /DNS TO 85 'LLOY 6063 -T6 nD EOU -IL SIOR/.! PANELS SHALL 85. 2 GAUGE STEEL. - Ad A55 SO GRACE E /. /IN Fy = V /IT11 .0.31" MINIMUM THICKNESS .'{OT DIP COATED. IV/Th' A NQ.tNNAL IMO H OF %2 T/ 2 ALL STUDS 3/e 1 TIP ) :1• SrUO MAY BE INTALLED •r ALL APPL/U7IQN,5 ANGLES STUDDED IN ryPICAL .1._ ' IN REVERSE DIRECTION ► J• INCLUOCS 5 7 U00(0 TI SHO.4 %E R CEG Or 1 1 1( LrH\ 1 / a x 10 3/4 ) I/6• I � ST.lN[E55 EL _ % I KINURLED - 6 STUDS STE l V 1 l 11 ;/2" 0.6 1 -�1 1.1 ! P 00P 70 A ^vL I0AnPvS ON SH(CIS 2 A J I.: 2,j TF,tCI: THE STORM PANEL SHUTTER MAY 55 INSTALLED VERTICALLY OR HO /ZONT'LL:•: T/ ACCOROANCE TO THE DETAILED SPEC /T i'AT /O/'/5 HEREIN. PANEL c MAY BE NOTCHED OR MITERED TO ACCOmMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEI.■ TO CONCRETE OR MASONRY SHALL COVS ;ST OF THE FOLLOW// /G OR ECUAL WITH M/N //,!UM ULTIMATE LOAD VALUES SHOWN ; /4" DIA. PAWL LOK /EOLT ANC/ -!OR ( SLEEVED OR /VE ANCHOR ) A✓fA TENS /L E 1 / 20 — MIN SHEAR 1520 - 1 1/3 " MIN. EmEEO. IN CONCRETE VIN TENS /LE 1200 - A/lr /. SHEAR 1270 - 1 1/8" MIN. EMBED. /N MASONRY r /. —20 PAWL CALK /N ANCHOR ( MACH/NE SCREW ANCHOR ) WITH 1/4 -20 SOL TS MIN. TENSILE 1870 - A! /n /. SHEAR ;730 - 7/8" M /N. EMBED. IN CONCRETE .M /N. TENSILE 880 - MIN. SHEAR 13 - 7/6 MIN. EA /BED. IN MASONRY 1 /Q' PEP.MA —SEAL TAPPER SY PAWL ( MASONRY SCREWS VAR /GUS HEA0 TYPES ) MIN. TENSILE 1 520 — MIN. SHEAR 1980 - 1 1/2 MEN. EMBED. IN CONCRETE MIN. TENSILE SSO - M /N. SHEAR 1 270 - 1 1 /1" MIN. EM850. IN MASONRY ;/: 24,MAC 0 /AIL/N BY PAWL ( 5A/.L45 HAMMER ORIVES ) 1 /1N. TENSILE 950 — M /N. SHEAR 1 400 — 1 .5/5•' M /N. EMBE0. IN CONCRETE MIN. TENS /LE 730 - MIN. SHEAR 1320 - 1 1/4 M /N. EMBED. IN MASONRY ANCHORAGE TO W000 CONSTRUCTION SHALL B£ 1/e STEEL LAGS OR LARGER WITH ; "• MIN THREAD PENETRATION. 1/ -20 BRASS V✓000 BUSHINGS OR 1/A £LCD PANEL MATES WITH 1 7/5 MIN. THREAD PENETRATION OR 1/4 MASONARY SCP-EwS WITH 1 776 MIN. TREAD PENETRATION. DEFER TO SHE575 5 & 7 OF 7 FOR ANCHOR SPACING AND MIN /Mum EA/BEDA.I£NTS 10 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHS TAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAND SHOWING M£TALTECH, INC. HIALEAH. FL . "' DADE COUNTY PROOUCT CONTROL APPROVED WAPN /NG TO OWNER OR TENANT LOCAT IN EACH H£ADEP. OR ONE PANEL OF EACH OPENINC. STATING _ STGPM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS AL REINFORCING 5 rRAPS OP 5OL TS ARE P.4OP£RL Y /NSTAL L ED. WHEN RCOURED PERMANENT FASTENER COMPONENTS, E'/BEDO£O ANCHOR BOLTS. THREADED CONES OR METAL SHIELDS. NOT IN USE. MUST 35 PROTECTED AGAINST CORROSION. COr /TA/ / /NATION ANO DAMAGE AT ALL T/.t!E. KEY /-IDLE WASHER ( o/ ROBERT S. MO; SOUR. PE EB- 00060 eh7rts ENGINEEPING. /15. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE / BY PRODUCT C 20 5.1 M/i /IMUA/ L:■ L/F TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C2_7_02 -O/ 24 ga • a 7 nivis,rm i ; 0 Il �2 /c(I /=?: S r 01=l)/12/ CP 0 8 / 14 / 9 3 J' 12/15/011 Sr 01/17/01 S T' 1 w C• 5£R /1/06 0r /l0,';.5 Sr IQN'N 2940 1 7 11 NOTE zic E.D. 4 a E.D. � A • .NOTE* OBSTRUC rioN A SEE ANCHOR SCHEDULE CONNECTION TYPE "B" 500 hl[ADEIT 7r JILL DETAIL 1 ®®®@„,® HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE 'D" DETAIL 5 SEE ANCHOR SCHEDULE 500 CONNECTION TYPE "B" DETAIL 9 FLOOR PLUG AND MACHINE /) SCREW ANCHOR 12 0.0 SPECLAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPEC WIDTHS. PANELS MAY 8E 100E0 TO WITH. A MAXIMUM ADD -ON OF J FASTENED ro PANEL 81' THE USE OF /54 POP RIVE J /16 _ TUBULAR RIVETS OR 10 -24 THRU BOLTS 16 O.C. CORNED PAN ANGLE MAY VARY RC) FLANGE MAY BE REVERSED 20 THRU eoLr w/ LOCK NUT 12 O.C. OP OTHER HEADER 0 SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS BLOCKING 2 PIECES FASTEN TOGETHER LITH /6 RIVETS OR /5 TECK SCREWS 11 O.C. RETURN PAN. ANGLE. TUBE OR 14000 NU$T BE USED ON ALL BUILD OUT CONDITIONS TO CLOSE OFF E1/DS RETIIRN PAN VARIOUS SIZES NOTE*: '/8 x 1 I/2 FLAT BAP SILL S srun0£0 wiry w1NGNUTS I B 20 FULL STORM PANEL (IYP 18 �I HEADER or SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 2 a E.D. NOTE* 71.5 PSF MAXIMUM 5LOT7ED MOUNTING HOLE MAY BE USED 1/, CE"TEP w£9 or PANEL. rep, FOR ALL SPECIAL PAII APPLICATIONS. PI AN VIEWS DETAIL 12 4, 8. C d D `'cAOEP or SILL 't 1O) 11 I ' as INSTALLED IN W— 1 MIN. DETAIL 6 NOTE* I 7 5/8" AIAX. •EO HEADER 0" TOR J SILL ON 30rT0u C . /16 ANGLE BOLTED TOGETHER WITH 1 /4_20 THRU BOLT W/ LOCK NUT 6 O.C. US_. AS HEADER OR SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "E" MAXIMUM PANEL HEIGHT 96". - DETAIL 10 c HEADER or SILL 11 IIAY 6E INSTALLED IN REVERSE DIRECTION D AS IN DETAIL 6 nor _O I USE Or FOR PURPOSE OF ExrEI'D /roc V 1 / FLOOR PLUG ANC) MACHINE SCREW ANCHOR 1 2 - 0 C. 1/4 -20 J/< VNURLEO STUDS 9gTH a'ASHCREO 17'L:NLITS (TYP.) OR 1 /4 -20 4IVETNUT wlrH 1/4_'0 FLOOR PLUG ( �- 1/ BOLL _fr1M LO(J<M'r 6' -8' FRO. SOTTO. ONE EACH SIDE CLOSER PAN HAIIOL£ SCE ANCHOR SCHEOULF CONNECTION TYPE "A" DETAIL 3 FEV(RSE DIRECT ION EL Oc KING CONTINUOUS BLOCKING R 19 J /16 ANGLE BOLTED TOGETHER mm-1 I /4-70 THRU BOLT W/ LOCK 111JT 6 O.C 1/5E0 AS HEADER OR SILL CONTINUOUS BLOCKING 16 OR O J /16 ANGLE 1/4 -20 MA SHINE SCREW WITH SIDEWALK BOLT OR 1/4 - MASONRY SCREW 5 O.C. £O MIN. EDGE DISTANCE POURED CONCRETE ONLY A/.4 YWCA! GAP BETWEEN STRON PANEL AND D.L.O. SHALL NOT E XCEED I /.; AS ISEWEV FP.OAI FRONT 'AEV.' C>. -y� PANEL NOICHEO AT 60x04! TO PASS OVER c 410 4'10 IYINGNUT IN SAL (EACH S /oE) E.D __L__ vrZrirs::: NOTE: * ANCHOR HEADER n,.51(( 10116 19) DEP c SIL EO L ED 1P M1P: ;EE ANCHOR SCHEDULE CONNECTION TYPE "C" 1 DETAIL 4 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" (0 9 MAXIA<L/M NOTE:* / 41 ,D ROBERT S. MONSOUR. PE EB- 0006024 17411t Cl1GIN' 7 1(1(, A1C. OP OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPEP. CONNECT /ON TYPE — CONTINUOUS w00D FLOCKING. v SIZES DETAIL 7 STORM PANEL mwoo r TIP poop OPEr.rNG 2 2./.e" MAX. NOTE* MAXIMUM IMPACT STORM PANEL HORIZONTAL INSTALLA EL EV4 TIOI'I E.D.`, DETAIL 11 r NOTE* NAY B£ 10U'/rEO VERT /CALL1 09 H0.ot:0•v1 13 WHEN ANCHORING TO WOOD. THE WOOD MUS r BE A MINIMUM 2 X 4 EOUAL TO 12 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVI lY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE CO (0 5EE ANCHOR SCHEDULE CONNECTION TYPE 'B" DETAIL 8 SEE ANCHOR SCHEDULE Fc ' { £0 CONNECTION TYPE 'D" RC) CONTINUOUS BLOCKING z - BOLTED TOGETHER. KITH. 1/4 -10 THRU BOLT w/ LOCK NUT R 19 COW/NUDE'S BLOCKING 1/4 -2C r .3/4 KNURLED STUDS WITH NASHEREO toNGNuTS 12 1/' O (IYR ) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY rHE SOUr✓Dr✓ESS OF THE S rRuc ruRE TO NITS STAND THE ADDITIONAL LOADS AND INSURE PROPER. ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY APPROVED AS COMPLYING '.ti1TH THE SOUTH FLORIDA BUILDING CCCE DATE 2 - OO BY • Ar 1 , / A /. PRODUCT ,1; TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ~O ZQS•�l VERTICAL INSTALLATION ELEVATION P _P J U c SEP ,' .. 1 .' r. -N 01,/to SHOWN 9500 2 1 /.f '/.f-20 FLOOD PLUG wl r, . /..f/v SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY e , CONNECTION TYPE "A' REFER TO DEFECTION CHART C1 1 kl 1. CH. tn. S TORM PANEL CONNECTION 1/4 -20 FLOOD PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD r MIN. ° E. D. • GLASS YP ' L 3/4 MIN 1 1/I • MAX. SEE ANCHOR SCHEDULE CONNECTION TYPE 'B" DETAIL 15 HEADER or SILL NOTE: SERVE THRU WINDOW STORM PANEL DETAIL 19 THE METALTECH STORM PANEL IJAY BE INSr. wITHOUr THE (LSE or AN ExTRUDEO HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY rQ THE STRUCTURE WITH. THE USE OF ONE OR A COMBINATION OF OE TAIL 1 j NOTE* 1 1 /4 " MAXIMUM W000 COUNTER 1 1/4" MAX THICKNESS COUNTER MAY BE MADE OF OTHER. MATERIAL NOTE*,.' D: • •Q E0.1 3/8" rHRUBOL TS 9 1 /2 " O.C. WITH 2XJX.125 ANGLE ON BOTTOM WINO PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" ( HEADER or SILL DETAIL 16 SEE ANCHOR SCEDULE FOR ANCHOR T)PES ALL ANCHORS 12 " D.C. SEE ANCHOR SCHCOULE CONNECTION TYPE "C" f(? NOTE* 1/4 PANEL MATE SCREW WITH ;4 - STUD HEAD • WITH WASHEREO WINGNUT HEADER OR SILL WOOD. CONCRETE OR "MASONRY ti /C4NE TION TYPE 1/4 PANEL MATE WITH MACHINE SCREW HEAD WITH 14-20 SIDEWALK BOLT HEADER OR SILL W000. CONCRETE OR MASONRY NOTE* E D, i • E. D` CONNECTION TYPE "A" I, • DETAIL 17 O 0 o 0 HE ADER or SILL COTINUOUS BLOCKING 0 ANGLE E 5 ) JJOTE* REFER TO DEFECTION CHART CLASS ETAL CH. nc S TORM PANEL SCREWED OR BOLTED TOGETHER w7TH 1/4 - 20 THRU BOLT W/ LOCK NUT 17 O.C. SEE ANCHOR. SCHEDULE CONNECTION TYPE "A" I/4 -20 MASHINE SCREW ANCHOR wiTH SIDEWALK BOLT OR 1/4• MASONRY SCREW 4 0.:,. 3 MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM / PANEL HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL ° < ED ° E0 °• °. ° ° NOft:* SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 N NOTE:* HEADER or SILL ROBE S. MONSOUP.. PE EB- 0006024 PRY1c ClIGINECPING. 'tC. NOTE:* DETAIL 14 DETAIL 19 PF,' STUCCO INSTALLATION SEE ANCHOR SCHEDULE CONNECTION TYPE "A" v IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR O vIT /FF THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY WHEN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE IMT-f 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE ANO( or SILL DATE 0 3 L BY 2001 Aram PRODUCT C NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. OJ -o7 OS • 01 a 7 7 3 J r.[ \1 S,oirr uY /20/��° SP 4 /c0 /98 1� 1 1 c1`38 S S/I 1198 sr 1/17/111 ;r N 0 0 0 1 SEP / ✓ R8 / RSA/ 7 01 /1n/ ?T SHOWN 9900 VIP 3 DESIGN PRESSURE PANEL SPAN 44.40 124" 47.81 123 51.23 1 19" 58.06 112" 61.47 109" 66.85 704" 71.46 100" 75.30 95" 81.45 88" 86.83 82" 91.44 78" PANEL HEIGHT o " - 9o" I 90 "- 124 WALL MOUNT 2 .5/8" ( .3 I, /2" INSIDE MOUNT 2 5/8" 1 .3 1/2 " BUILD OUT 2 5/8" 1 5 1/2" PANEL HEIGHT 0"- IQ.1 " 104"-124 WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4 THE METAL TECH STORM PANELS MAY BE INSTALLED WITH OR WIT1 - IQUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. C I 24 ga. STEEL FRONT NEW SIDE V1EW HORIZONTAL BRACE STRAP HEADER AND SILL 124 MAX. PANEL HEIGHT NO PANEL STRAP lS REOU /RED MINIMUM DISTANCE BETWEEN GLASS ANO PANEL HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINGNUT 12 1/2" 0.C. J PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP 1/8 X 3/4 FLAT ALUMINUM BAR SIDE VIEW DETAIL "G" DETAIL "E MAXIMUM GAP BETWEEN PANEL ANO HEADER 15 1 /4 " (TYP. ) DETAIL "F" 8 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 OIA. CIRCLE FRONT VIEW 3 DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOR L• 50770/1 NO HOR. OR SILL KEY HOLE WASHER PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 3. & 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL 4 0 i WALL MOUNT ANCHORING -.via TOP & 50170/1 WITH STUOOEO HOR /SILL FRONT VIEW SIDE VIEW HEADER ANO SILL TYPE MAY VARY. DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 SILL DETAILS 3. AND 2 ON SHEET 2 WALL MOUNT M//TH HOR. AND SILL /1/t " ROBERT s. M NSOUR. PE EB- 0006024 PAINS E71GI1`IE.EPING. INC 124 MAX. PANEL HEIGHT ONE PANEL STRAP OCATEO MIOSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP .VNIMU■ DISTANCE BETWEEN GLASS AND PANEL TYPICAL SECTION VIEWS DETAILS 5.7.9.70 AND 11 ON SHEET 2 DETAILS 5. 7, 9. 10 ANO 11 ON SHEET 2 GLASS DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 HEAOER //////, SILL DETAIL 4 ON SHEET 2 BUILD OUT INSIDE MOUNT WITH NOR. ANO SILL WITH NOR. ANO SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE# 2 Z 2 BY .1111-WINI. PRODUCT Cr 'OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 01 - O2OS 'U� RUAWIH3 11:3 /2t)/ 98 (16/12/98 08/14/98 12/04/00 01/17/01 m S Sr sr SP SP l V r n rn F I/1 SEP /./ O B 01 /10/98 SHOWN • 98001 • 7 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 59.6 PSF 71.5 PSF POLPEo co'c ETE co'cGE:E BLOC. "O °E_0 CONCPE 1 COTT :PETE eLOCK COH'EC TON TYPE CO' "EC TION TYPE COnnEC1C:1 TYPE CO' E_C T10H TYPE ANCHOR TYPE PANEL E.D. A l e 1 C I D I E A i 8 j C 0 I E A [ e J c r 0 I E 16 13 9 13 13 116 16 13 7 13 13 16 13 6 13 13 A B C D I E 13 11 13 13 16 13 9 13 13 16 13 7 13 13 68 Span 3' 16 16 16 13 11 13 13 16 13 - 13 13 13 13 9 13 13 16 13 10 13 13 13 7 13 13 16 13 • 8 13 13 2 =•`—� 1 TIA• 1/4• SLEEVE ANCHOR 1 1/4 MIN. EMBEDMENT 88 Span 3 16 13 8 13 13 16 13 10 13 13 13 8 .... 16 13 7 13 13 116 .. . . .. ........ ....... 16 13 5 13 13 16 13 6 13 13 16 8 7 12 13 16 9 8 12 13 16 8 6 10 ... 16 8 7 11 12 ....... ... . ...... .. ............ ............ ......... ..... 15 7 5 9 10 15 7 5 9 11 2 1 114 1os" Span 3 16 9 7 12 13 16 9 8 12 13 16 8 6 11 12 16 8 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 14 .5 6 6 5 12 4 4 6 5 12 4 4 6 5 2' 1 1/4 124" Span 15 5 6 7 6 15 5 4 14 6 6 5 1 5 5 6 5 1 5 1 2 4 4 6 5 12 4 4 6 5 _ � 'r.::::�'r " ". :c1••d "•�� �r=1!!r�� -: �•::.::-- _......;. .. _ s_rrf q.... n•er .. � : ..- . ' - T - --' -- -- -- . •� - o.... ... . . ... ..._._. • - .... :...... . . 2 1 114' Ij- 68" Span 3 16 13 10 13 13 j 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 13 8 13 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 2 — 1 11 11 _ 1 1 1/4- I it 4" SLEEVED 1 3!8" DRIVE ANCHOR MW. 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 10 5 4 6 7 12 6 4 8 9 i 9 4 4 6 6 2 1 1/4' 1 05 - Span 3 15 7 6 10 11 11 5 5 7 8 13 6 5 9 10 1 10 5 4 7 7 12 6 4 8 9 9 4 4 6 7 13 4 6 6 5 9 3 a 4 3 11 4 4 5 4 8 3 4 4 3 10 4 4 5 4 7 3 3 4 3 i (I ,,, 1/4" ZAMAC 1 3 /8 2 HAMMER. DRIVE IN EMBEDMENT M E BE 1 1/4 124" SP an 1 3 4 5 6 5 9 3 4 3 11 4 4 5 4 8 3 4 4 3 10 4 4 5 d- i 7 3 3 4 3 - - "'i �: - - - ", �?•: c Y:4a ij 4 : ?Fc - 1 , f ?in ,ti. e: :• r. 7 � 4. . - =� .:_ R-: rr vi:Y� +Yi.T3x._ •• :f:' f .. t •: '•�:. � ..:. � �:�1 ••_ %.•_ % ?.}_rr .r.� .. �:... r � .�� 7 : - '"F +: ^' ?,�:; f rr..:� : ? :p:I y ii: iii fr ?S:_ : y..._.: .. r.: -f-a _. {._� : :•:_... .. _ :... r .;:- : ?CtE- r - _.._.._._. 2 1 1/4" VARIOUS HEAD TYPES aI V 1 ill IV•!t a try • 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 1 16 13 6 13 13 16 13 13 13 13 16 13 7 13 . 13 16 13 10 13 13 15 13 6 13 13 16 13 8 13 13 1 14 13 5 12 13 2 1 114- 88" Span 3 16 13 12 13 13 16 1 7 1 3 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 I 13 6 6 9 1 16 10 8 13 13 12 6 5 8 9 16 9 7 12 13 I 11 5 4 7 8 2 ItWir∎11.WP.S.11.13 0"i —,_-- ,---. ritliitl:I 1/4 1 1/2 1 v�- tariTiz MASONRY SCREWS MIN. EMBEDMENT 1 114 105" 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 I 10 4 4 5 4 16 6 5 7 6 i 9 3 : 3 4 3 2 1 1/4 124" Spa 3 16 7 8 9 7 i 1 4 5 5 4 16 6 7 8 6 10 4 4 5 4 r f 3 = •:.•y: ': -: �4 rF: 1 ' - ti -_'� 'r cf'Eir r�x 2 68" Span 3 16 13 13 13 13 1 16 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 86 Span 3 16 13 13 13 13 16 12 7 13 13 16 13 11 13 13 14 11 6 13 13 16 13 8 13 13 13 10 5 13 13 16 13 11 13 13 j 13 6 6 9 10 16 12 9 13 13 i 12 6 5 0' 9 16 11 7 13 13 1 11 5 4 7 8 1/4 - 20 r 7/8 . 1 /2' DIA. MACHINE SCREW ANCHOR 7I8' 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 8 9 11 9 I 11 4 5 5 4 16 8 7 10 8 1 10 4 4 5 4 15 6 9 7 1 9 3 3 4 3 2.5' 2 124 Span 3' 16 8 9 11 9 11 4 5 5 4 16 8 7 10 10 4 4 8 5 4 .. i ..... ... 16 7 6 7 k ' + r �:t::�.i1:1�.•^ �^ a'r . • '•tn= :::Si =E _ _ - %`:iEElai '' ' .- :nti ''' ' - -•1 .:f �:� �:::!v _ _ : a� t ... � `:r " :::'.::: r ....� 2.5 3 A N C H O R S C H E D U L E A' v lb v ROBE T S. MONSOUR. PE EB -0006024 PAT% ENGIrEEQIrlG, 11C. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MIN/MUI ENREOMENT AND EDGE DISTANCE EYCLUDES STUCCO AND /OR IVLLL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE R:E.:PCNSBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO W!TH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER. SYSTEM MAY 5E INTSALL INTO W000. CONCRETE OR MASONRY . APPROVED AS COMPLYING 1 ,V1TH THE SOUTH FLORIDA BUILDING CODE DATED5 ZZ Z.. BY a PRODUCT 1 . TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. — OZQS •31 NCVI :lore , 0 ?/`0/^ 06/1 11. SP 02 /IJI /9e sr 12/15/00 3P 01/17/0! sr N. 7 S£P /.lrc 0 I/10/98 SHOWN 99001 5 ,. - <,:.:1.- .. .__.• >;: ... _. _ ..__ .Jr - :x• : 1 ..4 . 1 . : 1- 1 ^V� ±J.._. ! L._...fL .. L._ r2 xzwa.c......rs �.uJ.dt.._•.. J '7?:;I,:::L' i.c..Y ....r. - xn_ , _. .r..r.= J!r ., r _.;-: .:: ..1?cT fiui nrJ - v' -5Y ,d irr'•: ? - ' °5 ::.., �, _,&BJ_ {L '- _ - ' _�' ' c =' r =r - r. 3 -, a_ .r .ycJ4 IJ ,L- \• -Y'Y:• iJ Y'y::J. <�?/Tr�rrJ.L atu., _ :r1 __ FJ . , _ . ...7 __J t_ r . J!r •! - • -.r. •i{�� r ": J•51 - ;. °_:c.!.'. ��<♦ 4� ` ti �S _ _�S�FS \ � i .r.•_.. ,�,....., {d t 4, c.. r' :rJJ! =- ii 7 cvr_:S' S 'a. c.c . I v ,...,r,, - . : .., . .. •!•.. ... _ 0... .o. . 1. s. Jib. r. J?, %.,01 .r.. .n. :•: -,. - +: r,,,... \... . 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H+ 3 S iJ O H O N V WOOD APPLICATIONS _ . UP TO 59.5 PSF UP TO PSF UP TO B1 .S PSF UP TO 91.4 PSF _ CONNECTION TYPE CONNECTION TYPE _ CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE _ DIA. I SPAN A I 0 IC I 0 I E A 1 B I C I 0 i E A ' B L C T D E A : B I C j D l E n T, "' , 68"S2AN 14 13 5 13 13 11 8 4 11 11 o 4 4 6 7 8 3 3 4 3 12 12 5 12 12 9 4 3 6 7 8 3 3 4 3 '.E; 10 7 4 10 10 8 3 3 4 . . i c , _. �= 9 4 4 6 7 i � \ y ;� \ I BRASS WOOD BUSHING 1/4 - 20 88" SPAN 1105" SPAN s . _,_ - . L.. 1' MIN PENETRATION 1124" SPAN t 4,-- \\\\ *- iF \, \ } } \\ t �� } YM _ WOOD LAGS 1' MINIMUM TREAD PENETRATION 1/ <- 14 11 6 13 13 12 6 g 6 9 10 4 3 5 4 12 6 5 8 9 10 4 4 5 4 T `rr 10 4 4 5 13 y " :f ` t . tii - ...�: .. 12 6 5 4 3 , {" , * <-- �`v'. "`f '` j i�`� 88' SPAN 105" SPAN 124' SPAN 1' MINIMUM Ma%\ }\rWM: WOOD LAGS TREAD PENETRATION 5116" 68 SPAN 16 13 13 13 16 13 10 7 13 13 14 7 6 9 10 12 4 5 6 4 16 14 7 6 9 10 12 4 5 6 4 .'.,..: ' , z =•' z:: 5 5 13 13 12 10 a , ° s � « ¢ r r ' ;i r 11 4 5 5 11 88 SPAN 105" SPAN g'e FzF : ,, _ , r " , " t: i om '.._`, 124' SPAN � tttF1tt �� tt �lt�tt�� }-1›' ? } }ll}} }? )fF } 1} W000 LAGS 1' MINIMUM TREAD PENETRATION 3/8" 68" SPAN 16 13 11 13 13 16 13 9 13 13 16 8 7 1 12 13 5 6 6 5 16 13 9 13 13 16 8 7 10 12 14 ..... 6 6 5 a , ,' f- ' :, f '6 :� 16 12 8 13 13 14 5 6 7 6 a . i te Y M 3 h yhx yt _ = ; t Y t 16 8 7 11 13 13 4 6 5 4 - y n L ' ? - ��z ss' --s- y L .. �� i . 1 r 88" SPAN 105 -SPAN 124 SPAN 1' tet t t t ttttttt 'n\ }��U F} }} M> WOOD LAGS MINIMUM TREAD PENETRATION 7/16 16 13 9 13 13 16 9 8 12 13 15 5 7 7 6 16 13 8 12 13 8 8 12 13 15 5 7 7 6 J9 s >? ,I 1 111.::_: ;1 ' 16 6 7 9 8 16 6 7 8 7 .,:. 14 9 6 : 12 13 14 5 6 6 4 88" SPAN 105 SPAN + ; „,...:w ; f - e N 3 i A' r.w t� ;: d _ ; : ?7 a "' ' - '1-r � #, :« ' X� : ? = Y r °. 5 124' SPAN 1 ���� ` � � tFtF` � t � t � lFit `�`� 1 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 ;'"_v3°+ - . h t :, -. <.. 14 9 6 13 13 10 4 4 5 4 x x? ,�f- -.-'4 '- z " r `1 • a 4 _. , _ �.� ti .sue Y 14 9 6 13 13 10 4 4 5 4 " , 3 ' "sY 6 ° .:._ . > a 7s r 12 6 5 8 9 9 3 4 4 3 88 SPAN 1 /4" ELCO PANEL MATES _ 1 7/8' MIN. THREAD PENETRATION 105 SPAN q c a 5 - FS, " '— , ..Y 124 SPAN 11 - aIat t \ ," 1/4 ELCO PANEL MATES 1 7/8' MIN. 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 -, �f.; , ; 12 6 5 8 9 9 3 4 4 3 ' s s T c.. ; r: 88" SPAN 105' SPAN 124' SPAN VERIOUS HEAD TYPES 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 > 14 9 6 13 13 10 4 4 5 4 12 6 5 8 9 9 3 4 - 4 .. 3 7 J.( � 1 R' , ? a 88 SPAN .U!it 1 .% 1 Xt1t1iMXt .\ - 1/4' MASONRY SCREWS 1 7/8 MIN. THREAD PENETRATION 1/4 105' SPAN ; ; {'• r-. ;, k 124' SPAN A N C H O R S C H E D U L E NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARF FOR DFTFRMINI•G 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 EOUAL TO 12 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. lT 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 OR MASONRY. ROBERT S. MONSOUR, PE EB- 0006024 Q411t Er1GIISEEDUIG. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 3 LL • I BY PRODUCT C fTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.01 0 a(-15 • J rf w`.irv.1 , II: / 111/1 i't-I S£P / /RG /R541 01 / 1 0/98 :7IUQWN 7 9800' 7 1- m BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ ;. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dadc County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "C -700" Outswing Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 330, titled "Aluminum Casement Windows ", sheets 1 through 9, dated 2/12/97, with revision G dated 7/26/02, prepared by manufacturer, signed and sealed by Robert L. Clark, 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. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and thcre has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and replaces NOA # 02 -0423.09 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0806.05 Expiration Date: April 16, 2006 Approval Date: July 24, 2003 Page 1 I f !7 --- ® 74, f. \- / _ \ / \ / \ / ®--- (� ----- 35.653 -- 37.25" MAX. 76 " MAX. (64" MAX. FOR 1/4" TEMP. GLAZING) 64" MAX. x (64" 5 ^ MAX. s FOR 1/4" TEMP. GLAZING) 76" MAX. / 55.187" MAX. FIXED LITE DAYLIGHT OPENING 120" MAX. 28.875" MAX. VENT WIDTH XDx 62.5" 74.5" MAX. 4 36.125 Robert L park, P.E. PE 39712 Structural NOM - IMPACT WINDOWS ( X AND XX CONFIGURATIONS ) 1.) GLAZING: 056, 3/16 ANNEALED, 3/16' HEAT — STRENGTHENED OR TEMPERED, 1 /4 .' TEMPERED 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES 00 SHEETS 5 & 6. 4.) ANCHORAGE: MAX. 6" FROM EACH CORNER XX CONFIG: 2 ANCHORS 4" APART, 4 " FROM EACH MEETING RAIL MAX. SPACING' AT HEAD & SILL: 11.000 D 74.5" MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: FTL-1518 & FTL -1519 INDUSTRIES 1070 TECHNOLOGY DRIVE' NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 NON - IMPACT WINDOWS ( XOX CONFIGURATION ) 1.) GLAZING: 3/16" ANNEALED, 3/16" HEAT— STRENGTHENED OR TEMPERED, 1 /4 " TEMPERED 2.) CONFIGURATIONS: XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 4.) ANCHORAGE :: MAX. 6" FROM EACH CORNER 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT:: MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: FTL -1520 & FTL -1535 Revsd By F. K. Revsd By F.K. Roved By. L.T. Reread 5y: F. K. Drown By: R.S. Description: FRONT VIEWS, ELEVATION, NON- IMPACT rrt/e: Series /Model: C— 700 Dote: 6/9/03 7 / 26/02 Dote: 4/18/02 Date: 9/7/01 Dote: 2/12/97 Revisions: H —NO CHG THIS SHT Mo THIS SHT Revisions: F —COMP. ANALYSIS Revisions: E -COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS Scale: Sheet: PKOoLICr REVISED ea complying with the Florida Buidlog Code Accept/tact No Date Drawing No. NTS 1 of 9 330 Rav: l 24.375 DAYLIGHT OPENING MAX. 31.625" DAYLIGHT OPENING MAX. (24.375" FOR 1 4" TEMPERED) I— 55. 187 DAYLIGHT OPENING MAX. 120.000 MAX. 51CT/ON. C —C SECTION D -Q 31.153" DAYLIGHT OPENING MAX. (23.9" MAX. FOR 1/4" TEMPERED) • r-• 25.875 36.125" (28.875" MAX. FOR 1/4" TEMPERED) 74.50" MAX. (60" MAX. FOR 1/4" TEMPERED) rJ REFERENCE TEST REPORTS: FTL -1518, FTL -1519, FTL -1520 dt FTL -1535 35.653" (28.4" MAX. FOR 1 /4 " TEMPERED) 37.250" MAX. (30" MAX. FOR 1 /4 ° TEMPERED) SECTION E -E //0 /p6 Robert L Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Roved By: F.K. Revsd By: F.K. Revsd By: ?toyed By: F.K. Drown By: R. S. Date: 6/9/03 7>26/02 Date: V18/02 : 9/7/01 Oote: 2/12/97 Series/Model: C - 700 Scale: NTS Revisions: H- REMOVE .3/16 SG 457 r-V : CHG THIS SHT Revisions: F -COMP. ANALYSIS Revisions: E -COMP. ANALYSIS Description: HORIZONTAL SECTIONS Title: ALUMINUM CASEMENT WINDOWS Sheet 2 of 9 PRODUCT REVISED as cowptyix* with the Florida Balding Cabe Acceptance No 1t - L.: *a • • �- Exp4nntieo Date 20067 Drawing No. 330 Rev. H 76.00 MAX. (64" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) .250 MAX. SNIe.I SPACE 70.00 DAYLIGHT OPENING MAX. (58" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY) 64" MAX. .250 MAX. SHIM OJ'ACL 58.375 DAYLIGHT OPENING MAX. 10 .25" MIN GLAZING OPTION: 3/16" T 25" MIN GLAZING OPTION: 1/4" - _l SECTION A —A _1 .250 MAX. SHIM SPACE REFERENCE TEST REPORTS: FR-1518, FR-1519, FTL -1520 le FTL —1535 DSB GLAZING OPTION SHOWN SECTION B —B .250 MAX. SHIM SPACE Robert L Clork. P.E. FE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Roved 8y: F.K. Revs K ey: Re Revsd By: L.T. Revs By: F.K. Drawn By: R.S. Dots: 6/9/03 7,2 6/02 Date: 4/18/02 Date: 9/7/01 Dote: 2/12/97 Series/LFode1: C— 700 Scoie: NTS Revisions: H— REMOVE SG 457 CHG THIS SHT Revisions: F —COMP. ANALYSIS Revisions: E —COMP. ANALYSIS PRODUCT REVISED as coeiptytag with the Florida Bolding Code EC � Date :.i. r a 'r- c Product Control Description: VERTICAL SECTIONS Title: ALUMINUM CASEMENT WINDOWS Sheet: 3 of 9 Growing No. 330 Rev. H CO(.1PARATIV3 ANALYSIS FOP: 3/16" HEAT STRENGTHENED CLASS CONFIGURATION. X FTL -151J W NCDOVv )%■/LTI; WINDOVv' HEIGHT 26.000 ( 38.375 (3) 50.625 (4) 63.000 (5) 76.000 (u) °°1 NEC POS, NEC POS NEC POS NEC Poi 1 NEC POS 16 125 (2) 20.000 (2) -135.0 104.0 -1350 104.0 - 135.0 104.0 - 104.6 14.0 -8+. :: _ 84.1 - 1 35.0 104.0 - 135.0 104.0 -131.5 104.0 -100.8 100.6 -81.0 81.0 24.000 (3) - 120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 - 69.6 69.6 26.500 (3L -98.8 98.8 -98.8 98.5 -98.8 - 98.8 -81.1 81.1 - 64.3 64.3 30.000 (4) -78.5 78.5 -77.1 77.1 -77.1 77.1 -74.2 74.2 , -58.4 58.4 .. ' 32.000 (4) - 70.2 70.2 -67.5 67.8 -67.8 67.8 -67.8 67.8 -55.7 55.7 34.000 (4) -63.5 63.5 -60.0 60.0 -60.0 60.0 -60.0 60.0 -53.3 53.3 36.000 (4) -58.0 58.0 -53.5 53.5 -53.5 53.5 -53.5 53.5 -51.2 51.2 37.250 (4) -55.0 55.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR: DSB CLASS CONFIGURATION: X FTL -151 S WINDOW WiD i I I W!N0O, \' HE-IGH2 20.000 L2'. POS 38 _.;:` (3) NEC I POS 50.6; 5 (4) NEC, POS 62.000 NEC (5) POS 76.000 NEC (6) POS NEC 19.125 (2) -75.0 75.0 -69 0 69.0 -56.7 ! 56.7 -52.1 52.1 -49 2 49.2 20.000 (2) -75.0 75.0 -64.2 64.2 -50.8 50.8 - 46.8 46.6 - 43 2 43.2 24.000 (3) -75.0 75.0 -54.1 54.1 -38.3 38.3 - 30.1 30.1 -27.5 27.5 26.500 (3) -75.0 75.0 -51.6 51.6 -36.1 36.1 -26.7 26.7 -22.8 22.8 30.000 (4) -62.8 62.8 -48.7 48.7 -34.3 34.3 -25.1 25.1 -19.7 19.7 32.000 (4) -56.2 56.2 -46.7 46.7 -33.8 33.8 -25.4 25.4 -18.6 18.6 34.000 (4) -50.8 50.8 -44.7 44.7 -33.4 33.4 -25.4 25.4 -18.5 18.5 36.000 (4) -46.4 46.4 -42.8 42.8 -32.7 32.7 -25.0 25.0 -18.8 18.8 37.250 (4) -44.0 44.0 -40.0 40.0 -31.8 31.8 -24.7 24.7 -18.9 18.9 COMPARATIVE ANALYSIS FOR: 3/16" ANNEALED GLASS CONFIGURATION: X FTL -1518 WINDOW WIDTH - WINDOW HEIGHT 26.000 (2) 38.375 (3) 50.625 (4) 63.000 (5) POS 76.000 NEG (6) POS NEG POS NEG POS NEG POS NEG 19.125 (2) -120.0 104.0 -120.0 104.0 -120.0 104.0 -104.6 104,0 -84.1 84.1 20.000 (2) -120.0 104.0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 24.000 (3) -120.0 104.0 -108.4 104.0 -83.4 83.4 -71.6 71.6 -66.6 66.6 26.500 (3) -98.8 98.8 -92.7 92.7 -69.6 69.6 -57.9 57.9 -52.6 52.6 30.000 (4) -78.5 78.5 - 77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 32.000 (4) -70.2 70.2 -67.8 67.8 -55.7 55.7 -43.1 43.1 -36.1 36.1 34.000 (4) -83.5 63.5 -60.0 60.0 -53.2 53.2 -40.1 40.1 -33.2 33.2 36.000 (4) -58.0 58.0 -53.5 53.5 -50.8 50.8 -39.1 39.1 -31.6 31.6 37.250 (4) -55.0 55.0 - 50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 COMPARATIVE ANALYSIS FOR: 1/4" TEMPERED GLASS CONFIGURATION: X FTL -1520 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 (3) ( 63.000 (4) 64.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) -135.0 75.3 -135.0 75.3 -132.3 75.3 -97.5 75.3 -95.5 75.3 20.000 (2) -135.0 .75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 -92.7 75.3 24.000 (3) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 26.500 (3) -96.2 75.3 -96.1 75.3 -96.1 75.3 -80.9 75.3 -79.0 75.3 30.000 (3) -76.4 75.3 -75.0 75.0 _ -75.0 75.0 1 -75.0 75.0 -75.0 75.0 X OR X !NOTE- NUMBERS IN (1 PARFNTHFSFS ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE, j Robert L Clark, P.E. PE 139712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Raved By: F.K. Rev', K Br. Raved By: L.T. Revsd By: F. K. Drown By' R. S. Dote: 6/9/03 26/02 Dote•. 4/18/02 9/7/01 Dote: 2/12/97 Series /Mode]: C Revisions: H -NO CHG T1-IIS SHT M CHG THIS SHT Revisions. F -COMP. ANALYSIS Revision*: E- COMP. ANALYSIS Scale: NTS Sheet: 4 a 9 as com plying with the Florida Saidl*g Code Acceptance No Expiration Date Deacriptron: COMP. ANALYSIS - NON - IMPACT X T7tle: ALUMINUM CASEMENT WINDOWS Drawing No. 330 Rev: H COMPARATIVE ANALYSIS FOR: 3/16" HEAT STRENGTHENED CONFIGURATION: XX FTL -1516 1'\'IND0W WIDTH WINDOW HEIGHT WINDOW HEIGHT 26.0002) 38.375 (2) 50.625 (3) 63.000 (4) __ 76.000 (5) NEC POS NEG POS NEG POS NEG POS NEC POS 37.000 (6) -135.0 104.0 -135.0 104.0 -135.0 104.0 -107.5 104.0 -86.5 86.5 40.000 (61 -135.0 104.0 -135.0 104,0 i -131.5 104.0 -100.8 100.8 -81.0 81.0 42.000 (6) -135.0 104.0 -135.0 104.0 1 -126.8 104.0 -96.9 96.9 _ -77.7 77.7 48.000 (6) -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 50.000 (6) -111.0 104.0 -111.0 104.0 -111.0 104.0 -64.6 84.6 -67.3 67.3 53.125 (8) -98.4 98.4 -98.3 98.3 -98.3 95.3 -80.9 80.9 -64.1 64.1 60.000 (8) -78.5 78.5 -77.1 77.1 -77.1 77.1 -74.2 74.2 -58.4 58.4 72.000 (10) -58.0 58.0 -53.5 53.5 -53.5 53.5 -53.5 53.5 -51.2 51.2 74.500 (10) -55.0 55.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR: 3/16" ANNEALED GLASS CONFIGURATION: XX FTL -1518 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) POS 50.625 NEG (3) POS 63.000 NEG (4) POS 76.000 NEG (5) POS NEG POS NEG 37.000 (6) -120.0 104.0 -120.0 104.0 -120.0 104.0 -107.5 104.0 -86.5 86.5 40.000 (6) -120.0 104.0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 42.000 (6) -120.0 104.0 -120.0 104.0 -108.6 104.0 -96.9 96.9 -77.7 77.7 48.000 (6) -120.0 104.0 -108.4 104.0 -83.4 83.4 -71.6 71.6 -66.6 66.6 50.000 (6) -111.0 104.0 -101.6 101.6 -77.9 77.9 -65.4 65.4 -60.0 60.0 53.125 (8) -98.4 98.4 -92.4 92.4 -69.3 69.3 -57.6 57.6 -52.3 52.3 60.000 (8) -78.5 78.5 -77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 72.000 (10) -58.0 58.0 -53.5 53.5 -50.8 50.8 -39.1 39.1 -31.6 31.6 74.500 (10) -55.0 55.0 -50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 COMPARATIVE ANALYSIS FOR: DSB GLASS CONFIGURATION• XX FTL -1519 WINDOW WIDTH ;'INDOW HEIGHT I 26.000 (2) 38.375 (2) 50.625 (3) 63.000 (4) 76.000 NEC, (5) P08 NEC POS NEG POS NEG POS NEG POS 37.000 (6L -75.0 - 75.0 -72.9 72.9 -61.7 61.7 -56.8 56.8 -56.0 56.0 40.000 (6) -75.0 75.0 -64.2 64.2 -50.8 50.8 -46.6 46.8 -43.2 43.2 42.000 (6) -75.0 75.0 -59.9 59.9 -46.6 46.8 -41.3 41.3 - 37.5 37.5 48.000 (6) -75.0 75.0 -54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 50.000 (6) -75.0 75.0 - 52.9 52.9 -37.4 37.4 -28.2 28.2 -25.3 25.3 53.125 (8) -75.0 75.0 -51.6 51.6 -36.1 36.1 -26.6 26.6 -22.7 22.7 60.000 (8) -62.8 62.8 -48.7 48.7 - 34.3 34.3 -25.1 25.1 -19.7 19.7 72.000 (10) -46.4 46.4 -42.8 42.8 -32.7 32.7 -25.0 25.0 -18.8 18.8 74.500 (10) -44.0 44.0 -40.0 40.0 -31.8 31.8 -24.7 24.7 -18.8 18.8 COMPARATIVE ANALYSIS FOR: 1/4" TEMPERED GLASS CONFIGURATION: XX FTL -1520 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 (3) 63.000 (4) 64.000 (4) NEG POS NEG POS NEC POS NEG POS NEG POS 37.000 (6) -135.0 75.3 -135.0 75.3 -134.7 75.3 -99.7 75.3 -97.6 75.3 40.000 (6) -135.0 75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 -92.7 75.3 42.000 (6) -135.0 75.3 -135.0 75.3 -126.1 75.3 -91.8 75.3 -89.9 75.3 48.000 (6) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 50.000 (6) -108.0 75.3 -108.0 75.3 -108.0 75.3 -83.2 75.3 -81.3 75.3 53.125 (6) -95.7 75.3 -95.7 75.3 -95.7 75.3 -80.8 75.3 -78.9 75.3 54.000 (6) -92.7 75.3 -92.6 75.3 -92.6 75.3 -80.2 75.3 -78.3 75.3 60.000 (6) -76.4 75.3 -75.0 75.0 _ -75.0 75.0 -75.0 75.0 -75.0 75.0 xx INOTE: NUMBERS IN () PARENTHESES ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. ""/ Robert L Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By F.K. Revsd By: F.K. Revsd By' F.K. : Drown By. R.S. Dote: 6/9/03 !726/02 Date: 4/18/02 uats: 9/7/01 oat.: 2/12/97 Revisions: H -NO CHG THIS SHT . ECHG THIS SHT Revisions: F -COMP. ANALYSIS Revision.: E- COMP. ANALYSIS PRODUCT REVISED as coaptyhtg with the Florida Raiding Code Acceptance m 02- 4606. D.sc+ipUon: COMP. ANALYSIS - NON - IMPACT XX TRN: ALUMINUM CASEMENT WINDOWS Serks /!.lode!: C-700 Soak: NTS Sheet: 5 of 9 Droving No. 330 Rev. H COMPARATIVE ANALYSIS FOR: 1/4" TEMPERED GLASS CONFIGURATION: XOX FTL -1520 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.6253) 63.000 (4) 64.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS y 60.000 (10) -135.0 75.3 -135.0 75.3 -135.0 75.3 -115.8 75.3 -1 13.6 75.3 72.000 (10) -135.0 75.3 -135.0 75.3 -135.0 75.3 -101.6 75.3 -99.5 75.3 74.000 (10) -135.0 75.3 -135.0 75.3 -134.7 75.3 -99.7 75.3 -97.6 75.3 84.000 (11) -135.0 75.3 -135.0 75.3 -126.1 75.3 -91.8 75.3 -89.9 75.3 96.000 (11) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 106.375 (12) -95.5 75.3 -95.4 75.3 -95.4 75.3 -80.8 75.3 -78.9 75.3 108.000 (12) -92.7 75.3 -92.6 75.3 -92.6 75.3 -80.2 75.3 -78.3 75.3 111.000 (12) -88.0 75.3 -87.7 75.3 -87.7 75.3 -79.3 75.3 -77.4 75.3 120.000 (13) -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 COMPARATIVE ANALYSIS FOR: 3/16" HEAT STRENGTHENED GLASS CONFIGURATION: XOX FTL -1535 WINDOW WIDTH WINDOW HEIGHT WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 (3) 63.000 (4) 64.000 . (4) POS NEG POS NEG POS NEG POS NEG POS NEG 60.000 (10) -135.0 104.0 -120.6 104.0 -81.8 81.8 -61.8 61.8 -60.6 60.6 72.000 (10) -111.1 104.0 -111.1 104.0 -73.0 73.0 _ -54.2 54.2 -53.1 53.■ 74.000 (10) -105.2 104.0 -105.2 104.0 -71.9 71.9 -53.2 53.2 -52.1 52.1 84.000 (11) -81.6 81.6 -81.6 81.6 -87.3 67.3 -49.0 49.0 -47.9 47.9 96.000 (11) -62.5 _ 62.5 -62.5 62.5 -82.5 62.5 -45.3 45.3 -44.3 44.3 106.375 (12) -50.9 50.9 -50.9 50.9 -50.9 50.9 -43.1 43.1 -42.1 42.1 108.000 (12) -49.5 49.5 -49.4 49.4 -49.4 49.4 -42.8 42.8 -41.8 41.8 111.000 (12) -46.9 46.9 -46.7 46.7 -46.7 46.7 -42.3 42.3 -41.3 41.3 120.000 (13) _ -40.7 40.7 -40.0 40.0 -40.0 40.0 -40.0 40.0 _ -40.0 40.0 COMPARATIVE ANALYSIS FOR 3/16 ANNEALED GLASS CONFIGURATION: XOX FTL -1535 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 (3) 63.000 (4) POS 64.000 NEG (4) POS NEG POS NEC POS NEG POS NEG 60.000 (10L -120.0 104.0 -81.4 81.4 -58.9 58.9 -47.0 47.0 -463 46.3 72.000 (10L -104.5 104.0 -69.2 69.2 -50.8 50.8 -39.1 39.1 -38.3 38.3 74.000 (10) -101.0 101.0 -68.0 68.0 -50.1 50.1 -38.6 38.6 -37.7 37.7 84.000 (11) -81.6 81.6 -60.3 60.3 - 46.5 46.5 - 36.9 36.9 -36.3 36. 96.000 (11) -62.5 62.5 -51.7 51.7 -43.0 43.0 -34.6 34.6 -34.0 34.0 106.375 (12L -50.9 50.9 -46.2 46.2 -39.8 39.8 -32.4 32.4 -31.9 31.9 108.000 (12) -49.5 49.5 -45.3 45.3 -39.1 39.1 -32.1 32.1 -31.6 31.6 111.000 (12) -46.9 46.9 -43.8 43.8 -38.0 38.0 -31.5 31.5 -31.0 31.0 120.000 (13) -40.7 40.7 -40.0 40.0 -35.2 35.2 -29.8 29.8 -29.3 29.3 XOX NOTE: NUMBERS IN () PARENTHESES ABOVE ARE NINIMUM QUANTITY OF ANCHORS PER SIDE. # Robert L Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, f1 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revsd B F.K. Re F K ey: Roved By: L.T. Revsd By: F.K. Drown By: R.S. Dote: 6/9/03 12 6/02 418/02 9/7/0 Da e 2 1: 2/97 Series /1lodek C- 700 Scale: NTS Revisions: H -NO CHG THIS SHT t� -IYU CHG THIS SHT Revisions: F -COMP. ANALYSIS Revisions: E -COMP. ANALYSIS PRODUCT REVISED as complying with the Florida BakRag Code Acceptance N. Et:Oradea Date Description: COMP. ANALYSIS - NON- IMPACT XOX TiUe ALUMINUM CASEMENT WINDOWS Sheet: 6 of 9 Drowing No. 330 Rev: 1.751 .859 —P.— 1.094 ALUM. 6063 —T5 ALUM. 6063 —T5 REFERENCE TEST REPORTS: FTL-1518, FTL -1519, FTL -1520 & FTL -1535 1.250 .031 C 3) ALUM. 6063 —T5 Robert L Clark. P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Roved By. F.K. Re F , y Roved By: L.T. Roved - By: F.K. Drawn By: R.S. .050 Oats: 6/9/03 7 paw 4/18/02 Date: 9/7/01 Da e: 2/12/97 Description: EXTRUSIONS Title: ALUMINUM CASEMENT WINDOWS Series/t4odel: C - 700 Scolx NTS ALUM. 6063 —T5 Revisions: H —NO CHG THIS SHT ` G — NO CHG THIS SHT Revisions: F —COMP. ANALYSIS Revi Jona: E —COMP. ANALYSIS Shoat. 7 of 9 PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No Expiration Date .I:I . 1 .r:141111400 • ✓/. ..NISI 4 Drawing No. 330 Rev: H TYPICAL MIN fR4ME CORNER REFERENCE TEST REPORTS: FTL -1518, FTL -1519, FM-1520 de FTL -1535 0 SPACING 6" FRO;✓ CORNER, 76" MAX. SPACING ON CENTER TO ATTACH ITEM 21 TO MAIN FRAME AND FIXED MTG RAILS. ITEM 7 67 2 3 4 781P0A 5 7CORNMLG 6 7CORNMSM 7 4CORNN 8 60200K 9 60150K 10 6FRMBK 71 SASH LOCK KEEPER CASEMENT OPER. RT /LEFT 12 13 14 15 16 17 19 20 27 22 23 24 25 26 27 28 69999 49004 ?KEEP 7CAOR /L 7TRAK 7CEHG 710516PPA 610001 76178A 65107W 6503W 601 18W 601308K 7PWSW 65133 7 0x516 SCREW PAN HD. PHIL 3/16 ANNEALED GLASS Robert L Claris, P.E. PE 139712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL .34275 P.O. BOX 1529 NOKOMIS, FL .34274 DESCRIPTION FRAME HEAD, SILL, JAMB FRAME MEETING RAIL SASH HEAD SILL, JAMB 8x1 1/2 SCREW PAN HD. QUAD. I.G. MAIN FRM. CORI R KEY SU. MAIN FRM•f /SASH CORNER KEY P S7 ✓ -ft F 4 ' SASH HEADER V✓ A THE R STRIP SASH SIDE /SILL WEATHER STRIP MAIN FRAME BULB WEATHER STRIP SASH LOCK OPERATOR GUIDE TRACK STANDARD HINGE 1/4" TEMP. GLASS DSB GLASS FIXED LIGHT INSERT 6x1 7/8 SCREW BUGLE TEC FOAM TAPE ADHESIVE 1 -SIDE 16x7/8 FLT. HD. PHIL 1/4 ROLLED ALUM. GLAZING BEAD Revsd By' F.K. Revsd K. Revsd By: L.T. Revsd By: F.K. Drown By: R.S. Dab: 6/9/03 726/02 Date: 4/1 8/02 Dole: 9/7/01 ° i 2/9 7 Series/Model: C - 700 Scale: NTS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS AI LIMA PXTRUSIONS FASTEC INDUSTRIAL CORP. PRECISION FARRICATION PRECISION FA•RRiCATION /IL'Y N VENDOR SCHI EGEL CORP, SCHLEGEL. CORP. PROTOTYPE PLASTICS VINYL -TECH. / POT TRUTH HARDWARE TROTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER CORP. PPG LOF PPG. LOF PPG I of ALUMAX EXTRUSIONS AQUA FASTENERS FLORIDA SCREEN FLORIDA SCREEN INDAL EX EXTRUSIONS FRANK LOWE FASTEC INDUSTRIES FLORIDA SCREEN Revisions: H- REMOVE SG 457 Ge -CHG THIS SHT Revisions: F -COMP. ANALYSIS Reviakna: E -COMP. ANALYSIS Sheet: 8 of 9 VENDOR # AF -10228 AF -9999 AF -9514 4 CORN Al Q20rh 1 90 0150x790 FP-176 BLACK 315 208000 23 -19 -23 -002 30175 35. 10.00. 101 AF -10001 SH05 -107 SH0.5 -0.30 GAS-43222 DSB ROLLED ALUM. GLAZING BEAD 3/16 ROLLED ALUM. GLAZING BEAD EXTRD. ALUM. GLAZING BEAD PRODUCT REVISED as complying wkh t1.e Florid* Balding Code Acceptascc No / - i : �. • �, , D.te .t17►I►j . • eat . rTT► product Descrption: FRONT VIEWS, ELEVATION Titre: ALUMINUM CASEMENT WINDOWS' Drawing No. 330 Rev: H . . VT # 3/1 6 " TAPCON NO C'SINK REQ. 1.250 MIN. 4 4 • . • 4 O d • -- - 7r • 4 . 1 x WOOD BUCK 4 250 MAX. TYP. HEAD, SILL JAMB # 10 PANHEAD 1.250 MIN. .250 MAX. TYP. HEAD, SILL JAMB Robert L Clark, P.E. PE #39712 Structural 2 x WOOD BUCK OR FRAMING # 10 PANHEAD INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 --� v 1.25 MIN. TYP. HEAD, SILL JAMB Revsd By: F.K. Roved 6y: F.K. Revsd By L.T. Revsd 9y: F.K. Drown By: R.S. .250 MAX. Dote: 6/9/03 d ot 7,26/02 Dote: 4/18/02 Do a: 9/7/01 Date: 2/12/97 x 4 WC) BUCK Revisions: H —NO CHG THIS SHT i eltrCHG THIS SHT Revisions: F —COMP. ANALYSIS Revisions: E —COMP. ANALYSIS 2 x 6 WOOD FRAMING PRVUuL as cotopiyiog with the Florid* Suiding Code Acceptance No Date Description: XOX CONFIGURATION AND B.O.M. flue: ALUMINUM CASEMENT WINDOWS Series /Model: C -700 Score: NTS Sheet: 9 of 9 Drawing No. 330 Rev: H Date Type Insp'n Permit No. Address Company Phone # For Inspecto Approv Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 � Z�\ Building Inspection Reques7J ya iriz Name ;, Name & Date CONTRACTOR • • � Name a 151 f( C�. ociot t15 Name L . License No. G " ) G 0 4Q754 • Address 5205 tJW 7Z AJe I,.l;Ctm; Pt 3310(0 Home Telephone / ( 30 5) Telephone/30> 5 0...55,55 Fax( 3o5> 53- Name 3 3 Qualifier Th 1 d D revii.cluill • • PROPERTY OWNER • • • Name L . • - , • Address 440 me g I .9 IA;onti Shore55, ft 33'38 Home Telephone / ( 30 5) 75q b355 Business Telephone . • • • Fax License No. • 56611 Only • l••••11 ENGINEER • • • Enclosure ••••:. • - , • • • ••• Name ••• Alteration Interior • • • • • License No. • 56611 Only • l••••11 Foundation Only •Odds Attasltttitht _ _ Address •Add'I Detacftment •• •••• ••■ • Other •••••• • • • N Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure ••••:. Alteration Exterior ./ : leepgir • • • • • • Alteration Interior • • psp olish • • . • • •••• Relocation of Structure • • 56611 Only • l••••11 Foundation Only •Odds Attasltttitht _ _ Other •Add'I Detacftment •• •••• ••■ • Other •••••• • • • N Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) Cl FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) •••••• • jnspector State Educational Fund $ • •••• • • •••••• • • •• •••• •••••• - • tt DCA (Radon) • • •••••• • •••• •• „Ccoje EnforceUent • Fine • • • . • • ••• •••••• • •••••• • • •• • • • • Zoning Review •••••• •••• • • • • • • • • y • • • • • •• •• ...... • • • • • • •• ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ J /J ]' 1 r, (O $ Rs lS! lJ SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ( x .6 x/1000 0) (¢.005 / sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: • PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ (Q- a ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Step 1. 5h0(e5 City Folio Number Description of Work I05tCAI `Gl +•O✓1 Of 3hude ✓5 Job Address: Lot Block Subdivision PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 440 nee q) St Address Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. State PERMIT APPLICATION • • • •.••.. • Subsidiary Permit No. -� INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION 33i3e Zip PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property Value of Work q(o 7 .00 Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. • • • • • • •• ...... • • ELECTRICAL TVPn.: Minimum Fee QTY. t I'1: Dryer QTY. TYPE Outlet, Appliance QTY. 'I'1'PI'. Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary • • • A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs • A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) • A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. ".".': ;" •Roalkage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs' 4'oiletVater Hg4g; • • • Bidet Filter Replace Pool Piping Sprinkler Rem; ..' • Cap - Fixture Fountain Pump and Abandon %Kinkier Systeln • • Cap - Water Gas - Appliance Pump, Domestic Supply, AC W'el.. • ; Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply • • • Page 2 1 1'IPORTA NT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost- of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must • wQlform to the current code requirements of the Building Code. • • . •• • • • • • 'WARNING t1,�_ O WNLR: •' Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for • inrovements.to your p i:oleft r If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with • yourattorne•or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: • '221%1.W. 1st &seer, 1" F115143E15) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in ..... 35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and accordanc vYitlt •Secti ��3: • choosing 3 Contractor. • .'.. • ..•... • Print Name JQRIDA, 'COUNTY OF MIAMI-DADE RT • Sworn to and subscribed before me this day of 'ZOO SEAL: Signatur •f N %tary Public - S of Florida C:.: r: 'IAL NOTARY °.:ijAL JOSEPH DAVITZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 Personally known OR, Produced Identification Type of Identification Produced: SEAL: Signatur .f Contractor / Qualifier TDav ;d re oloaufn PERMIT APPLICATION STATE O�Fi r DA, A Y OF MIAMI -DADE fiego Print Name Sworn to and subscribed before me this I a day of P- {avell 2003 Si j, at ' e of Notary g .lic : State of l;lorida JOSEi j-. NOTARY PUBLIC STATE OF FLORIDA .. COMMISSION NO. CCS28525 MY COMMISSION Ex ?. APR. 21 MG Personally known OR, Produced Identification Type of Identification Produced: Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. MECHANICAL TYPE Minimum Fee A/C Central, Tons A/C Wall/Win. Tons Air Handler, Tons Barbecue Bath Fan - Vented, # QTY. TN PE Condensate Drain Cooling Tower Dryer Vents, Number of Ductwork, Cost of Fire Sprinkler System Fireplaces, Number of TYPE Generator Heating Strips, each Paint Booth Piping, Flammable Liquid Process/Pressure Piping Pressure Vessel QTY. "TYPE Refrigeration, Tons Vent Hood, Cost Ventilation, Cost Periodic Inspections • • •••• QTY. ME • ...... • • • • • • • • • RECEIVED AND REVIEWED BY: DATE: • • • • •� • • • • CJ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/8/2003 Applicant: Owner: WYATT JOHN JOB ADDRESS: 440 NE 91 ST Contractor ALLSTATE WINDOWS & DOORS Contractor's Address: 5205 NW 72 AVE Local Phone: 305 - 513 -3388 Parcel # 1132060190050 Fees: Description Amount FEE2003 -2061 Building Permit Application Fee $60.00 FEE2003 -2062 CCF $0.60 Total Fees: $60.60 Total Fees: $60.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: Work: INSTALLATION OF SHUTTERS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or devirp - ordinances pertaining thereto and with the understanding that the work will be performed in rnm ^I ° ^ - - • and approved by the proper municipal authorities. This Permit may be revoked a authorization. A further condition upon which this permit is granted is the underst . s YATT ordinances and regulations pertaining to the work covered hereby whether shown . A w00D WYATT by his agents, servants or employees. Signed: In consideration of the issuance to me of this permit, I agree to perform the work with the plans, drawings, statements or specifications submitted to the proper authc _ myself, my agent, servants or employes. ' BANK MIA I (INSPECTOR) Building Permit Permit Number: BP2003 -552 Legal Description: EL PORTAL PB 9 -101 LOT 7 & E1/2 OF LOT 8 BLK 1 LOT SIZE 75.000 X 10/5/2003 (Contractor or E r` Construction Value: T ST. ,x ES, F003138-3151 $967.00 / .M 17C Page 1 of 1 '"ZoRi Date 7 1 ° 63-27/6 03 oll • rs 1683 `:err : a,vrt�y= 1"r1JY MATERIAL TAX DELIVERY - INSTALLATION TOTAL TAX INCLUDED 7 t7 v DEPOSITC toSA, 4 + ' 40 Ov BALANCE DUE ON DELIVERY WV 00 LLSTATE WINDOWS • DOORS • SHUTTERS 7173 N.W. 52nd St. • Miami, FL 33166 (305) 513 -3388 • Fax: (305) 513 -3399 FAX # CONTRACTOR'S NAME PHONE # BEEPER # ADDRESS CITY ZIP By By rAIV Qv■cP (1157 u; S-(-- Seel f- »411. tei READ BEFORE SIGNING. ONLY WRITTEN AGREEMENT WILL BE HONORED. LEGAL OWNER OF PROPERTN ONLY QUOTATION ❑ LEGAL OWNER OF PROPERTY ea-f t - JOB NAME /( JOB SITE ADDRES$ 1 {-(0 I(, /1:' 11 5T; CITY Wit SI r� S I �- ZIP 331.”' FOLIO # JOB SITE # 3 D.S- 7,11-- 3 385 WORK # BEEPER # CELLULAR # FAX # Vre ( DATE 3 k ALLSTATE WINDO DATE By ACCEPTED BY OFFICER OF ALLSTATE WINDOWS, DOORS AND SHUTTERS DATE BUYER'S RIGHT TO CANCEL "If this is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement (within the three days) the seller may not keep all or part of any cash down payment" ON REAR NOTICE OF CONSUMER RIGHT WHITE - OFFICE /YELLOW - CUSTOMER / PINK - ENGINEERING / GOLD - SALESMAN CONTRACT C1 3 9 3 i (l ,•? d(r'cc+ wlo u4 7r l ke ri2: T4 Il y 3y I HAVE READ AND UNDERSTAND THIS CONTRACT _ COMPLETELY, INCLUDING THE REVERSE SIDE, AND AGREE TO ITS TERMS. Buyer agrees to make payment in full upon delivery or receipt of the ordered materials. No terms. No discounts. C.O.D. !VET' OR INSTALLATION BUYER'S INITIALS X (� Please make all checks payable to: Allstate Windows ■ , aft MO — 11111111111111111/41411171 .- 6, Lt --i t — fir t ,..� i -- — Ti _ LLSTATE WINDOWS • DOORS • SHUTTERS 7173 N.W. 52nd St. • Miami, FL 33166 (305) 513 -3388 • Fax: (305) 513 -3399 FAX # CONTRACTOR'S NAME PHONE # BEEPER # ADDRESS CITY ZIP By By rAIV Qv■cP (1157 u; S-(-- Seel f- »411. tei READ BEFORE SIGNING. ONLY WRITTEN AGREEMENT WILL BE HONORED. LEGAL OWNER OF PROPERTN ONLY QUOTATION ❑ LEGAL OWNER OF PROPERTY ea-f t - JOB NAME /( JOB SITE ADDRES$ 1 {-(0 I(, /1:' 11 5T; CITY Wit SI r� S I �- ZIP 331.”' FOLIO # JOB SITE # 3 D.S- 7,11-- 3 385 WORK # BEEPER # CELLULAR # FAX # Vre ( DATE 3 k ALLSTATE WINDO DATE By ACCEPTED BY OFFICER OF ALLSTATE WINDOWS, DOORS AND SHUTTERS DATE BUYER'S RIGHT TO CANCEL "If this is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement (within the three days) the seller may not keep all or part of any cash down payment" ON REAR NOTICE OF CONSUMER RIGHT WHITE - OFFICE /YELLOW - CUSTOMER / PINK - ENGINEERING / GOLD - SALESMAN CONTRACT C1 3 9 3 i (l ,•? d(r'cc+ wlo u4 7r l ke ri2: T4 Il y 3y I HAVE READ AND UNDERSTAND THIS CONTRACT _ COMPLETELY, INCLUDING THE REVERSE SIDE, AND AGREE TO ITS TERMS. Buyer agrees to make payment in full upon delivery or receipt of the ordered materials. No terms. No discounts. C.O.D. !VET' OR INSTALLATION BUYER'S INITIALS X (� Please make all checks payable to: Allstate Windows E d 1 1 F Date : I -D3 To : k,0JY1' b oleS 06 Metal Tech, inc. is the Dade County. Notice Of Acceptance holder fo _ ., n.�id2, for Acceptance No: Exp Date: Bahama Shutter 02- 0122.04 02/24/07 Siimline Accordion 02- 0729.03 01/27/03 Econcline Accordion 02- 0311.01 .04/06/07 Hurculine Accordion 02- 0507.08 06/13/07 Ma.xirnum impact Maxi Roil 50 02- 0305.01 04/18/07 Maximum Impact 50rnm Roll -Up Shutter 01- 0206.12 04/19/06 4 Ga. ( 0.029" min ) Storrs : -'anel 01- 0205.01 03/22/06 �] 20 Ga. ('0.04" min ) Storm Panel 02- 0611.05 07/29/07 .050 Alum. Storm Panel 02- 0312.08 10/22/06 .060 Alum. Store Panel : 02- 0611.03 07/01/07 This i_eiter authorizes Al Wifldou)5 to use the above named products at the following job site: 440 Ne q l S1 ) dam, Shore 0).1 0+1 HURRICANE IC, NE SiHUTTERS t ,I) ; ti � V f - - i 7635 West Second Court /Hialeah, FL 33014 -4434 Phone: (305) 823 -2323 / Toll Free: (800) 432 - 5180 / FAX: (305) 826 -7979 www.metaltech.com PI w✓- ENCLOSURE SYSTEMS MI PRODUCT' COJ1fPOL NOTICE 01 AClVEP•T A N 11 M cif l7 'ccl'l, 7635 West 2nd Cou ri )ia)c�l)1 ,)+ 33014 M) A 1\71 --I) AD E. COUNTY, FLORIDA METRO-DADE FLAGLI M< BUILDING i )LD3 \G CODECOMPLIANC1: 1 :. ;\1L1 D. \DE. F7.- \GLE )3U1LDlNG 1.10 \', ;11`• l STP,EH . SUITE 160:i 110M,\ 331:;0 1 d,•'; (3O) 37:).-?90) 1'A), {305).375 290S (...ON )i ..CI o3{ L3C3_\S)NG S1 C i )ON (J(1)) 113-1!.1'7 3'J, X (0) ) Co:: 3'3L ? Cl'U1i L<F032CE \1cF`r n) \')Sl0N (3(i) 37) -296( FAX (.0f1) >7: *39011 3'32U1)UC1 C0Yr320LD3V)S10'; (3O) 37:;-390 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of "Maximum Impact" 24 ga. ( 0.029" min. wlo galvanic coaling) Storm Panels Shutter under Chapter 8 of the Code of Mian - ii -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 Co -unty Building Code Compliance Office (ECM) under the conditions specified herein. This NOA shall not be valid after the expiration date staled below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plans for quality control testing. If this product or material fails to perfo,,,1 in the approved manner, BCCO may revolve, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if i is determined by BCCO that this product or material fails to meet the requirements of the South F)orid2 Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0205.01 EXPIRES: 03/22/2006 APPROVED: 03/22/2001 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 se forth above. Francisco J. Quintana. R.A. Director Miarni -Dade County Building Codc Compliance Office \1 \pc \notice accepunce cover page.dot Internet mail address: postrnaster (n)bu31dinacodeon3ine.rnm 3 - 1nmfnaoe: ht1n: / /www.'ttti3dincrnrie rnm Mctal"l'Ll,, Inc. ACCEPTANCE No.: 01- 0205.01 APPROVED 03/22/2001 EXPIRES : 03/22/2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This approves 24 ga. (0.029' n w/o 0,alvanic coating) steel storm panels .shutter, a described in Section 2 of this Notice of Acceptance, designed to comply with the South Florid Building Code, 1994 Edition for Miami-Dade County, for the locations v here the pressor requirements, as determined by SF13C Chapter 23, do not exceed the Design Pressure Ratin values indicated in the approved drawings. PRODUCT DESCRIPTION This 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shutter and its componen shall be constructed in strict compliance with the following documents: Drawing No. 9800 titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dati January 30, 1998, last revised on January 17, 2001, sheets 1 through 7 of 7, signed and seal{ by Robert S. Monsour, P.E., bearing the Miami -Dade County Product Control Approv stamp with the Notice of Acceptance number and approval date by the Miami -Dade Coun Product Control Division. These documents shall hereinafter be referred to as the approv: drawings. 3_ LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threads cones, metal shields, headers and sills, must be protected against corrosion, contamination ar damage at all times. 4. INSTALLATION This 24 ga. (0.029" min. w/o galvanic coating) steel storm panels shall be installed in strict compliance with the approved drawings. shutter and its componer 5. LABELING Each panel shall bear a per ivanent label with the manufacturer's name or logo, city, state a the following statement: "lvliami -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 6.1.2 This Notice of Acceptance. Duplicate copies of the approved drawings. as identified in Section 2 of this Not of Acceptance, clearly marked to show the components selected for the propo! installation. 6.1.3 Any other documents required by the Building Official or the South F1or Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy �ilakar, P.E. - Product Control Examiner Product Control Division Mciall'e.cl•t, Inc. ACCEPTANCE No.: 01- 0205.01 APPROVED 03/22/2001 EXPIRES 03)2212(306 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and 1b original submitted documents, including Pest - supporting data, en <_;ineerinsn documents, are no older than eigl . (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, stale, and II following statement "Miami -Dade County Product Control Approved ", or as specifically staled in 11 specific conditions of this Acceptance. _ 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 produ 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 tl correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initial 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 automatics because • for termination of this Acceptance, unless prior written approval has been requested (through t 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 of purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptancf 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job 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 remova Acceptance. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 4 Helmy A. 1 akar, P.E. - Product Control Examine Product Control Division - r✓. r 1 SA 1 . VARIOUS DEGREE CO P .05. uu+, CORNER PAN .050 MIN, fiJ u I !I (I) 1 -1 r1 A) BAR 7/8 1 3/32' 3 7/32' C 0 3 1/32' o HiG 2' . 715 M0UN7II'C HOLES 77 1/2' O.C. fJ CROSS SECTIONS r 090 5 / 3 3 - r, I 1 r, 3 3/2" H1 3 l /2' RE7 URl1 14 3 7/32" 1,3/32 7/2: .060 MIN. (,j 3 /C2, i 11 f 0 Iu r 1 /APJOUS TYPES Or r- TRACK /•IO7 SHQw13 m n l�J SPECIAL NET PANEL SECTION 3/4 1 to a ' 090 - '1 V ARIES O t'7 BL OCK INC S7UD MAY 6E 'WALLED IN REVERS[ DIRECTION TYPICAL y /-.G: i r .060 /telly. I /6 •-- fi 6 11 Ji -1 2' ; /E" M1/✓, 2 1/" ALL SUDS 3 /6' ( T P. J j - AIL AAPLICA7IONS. ANGLES STUDDED 1N INCLUDES STUOOID 7) SHORTER LEG ONLY 173: 1/4 - X 3/4 7S -8 STAINLESS STEEL KNURLED STUDS 2 2 7/7 D.C. RCFCR 70 APPL1CA710115 ON SHEETS 2 L• 3 ANCHOR MOUNTING NOES LOCATED ON EITHER. HORIZONTAL OR VERTICAL LEG. 0 1B AND 19 STUDDED AANGI F DETAIL 1/5 Y 1 1/1 FLAT STUDDED STRAP MAY 8£ USED IN PLACE OF e -,C i'1 RLIF 1 /✓17 -/: T G' C 1 ?c : [ 0I ION 1 r)1' P• %D[ COUNT . ,50U -- : 1101'JL » ' if/ DI1:( COD( .) ., T'7'C01 10/ ,"(S.)J,C. i 131.1 1:.1r'.SC7 ir`-.i5 G7 E C- 1'•.! G' /=' l i E F' u'iND 1 r F'[r. LHAO7[F. 1.13)57 G( P[/,r0L:1,1[( j'J: rr (7H(r 5,7r1/(7Ur.[ r E R .L 13)0 7E 5•. 17'01N;r(14 C31.CUL 4 7101.'5 ASE: -- SC :. /l:n; ;' 0['5 /0'' 10'/'f /. r(1( 5U11. p11 ✓( AA'LD :1( Al. U1. 4 )AU" IT Y7N(J5i(u:'S. T (, EC <1I o' 6063 - ;6 Or' [0U-'I 7081! PANE/ 5 5H= 1 I EC 2 - 6 G,:UC-E STCCL. AS7 /I ;4153 SO [r..D( r: 1u11, r _ ?0 r_J .ii;nl.lrnJ 1;• 1"17) -1 . 03 7 1. -f 1IJ1l,M UM 7 I-I /C KiJ[ SS 7, D16 C0.:7[[. IY/I -1 A l : i „Iri:1/ Or 2 ;/J .. 7HE 5% DJTl. f PAN[! SI- •L_ P 1.1AY E'[ lll_.1A3LED vEP71EA11.2' 0 . 1 -(41= 0 `. u.l , CCO.r'DAJ✓C[ 70 71;£ D[ 7A/1 ED SP£C61! <7101 PAI 1!AY 5( "C7CH.E0 OF J.u7EPED 70 ACCO1l:IOD47[ A;,' (ESr ANCHORAGE or 7Hr 5HI177ER SYS7tm 70 CONCFE 00' ,VASONF,” 3) "L1 7H[ TOLLOM1 OR [DUAL WITH 411NI6!U1•! ULTu ✓A7[ IOAD VLLJUCS SHOIa'I:; ; /4 "" Du.4 PAI >,IL LOP' /EOL 7 ANCHOR ( Si ail DP n /£ ANC '0 ) Aim!. 7£/1511£ 1 ;?0 - 1 <11d SHEAR 1520 - 1 ; /? l.! /! ✓. ( 11✓ C(,IJCRC 3. 7[1 2200 - A! /1 d . SHIRR ;270 - 3 ; /E LIIN. EA/ &E D. I1' 11 S0"PY ;/ = -20 PAWL CAL I < -IN ANCHOR ( MACH/ "[ SCF. ANCHOR ) 11//71-3 1/4 -10 &GILTS 14)1". 7ENSILC 1520 - 11!/11, SHEAR 17 .:0 - 2/G ; ii". ['1./55D. IN CO1✓CIC 1 ✓1//. 741 "SILO 550 - .!u;( SH£3P )3- - 7/5 MIN LL/EL- IN 11 3 P£Rlu -SEAL 7AFPE7= B" PA141L ( SCPL'hS VARIOUS #-ICAO TYPES ) ;vim. 711 ✓S /LE 2520 - I✓.11.'. SH£AP 7 °EO - 7 i /2" /- /EN. EmE£D. IN C01)CPL 7( 1d1 /✓, 7E"SIL£ 803 - 1,411✓. SHE AR 1270 - 1 7 /r I< /Id £At5=D. IN MASONRY i /4 " .7 J ✓.AC NAIL /1,' £Y RAISIL ( i4I.4 ) AC I .'AI ✓7 ✓[P DR/t�[S - 1 ✓l /J, "S :L£ 9E - /91 /✓. 57 ir - 1 51/5; /9 / [ M . A�£. I A 3 /' - £1 :'SIL E 730 0 - M / / ✓. 5M[, ,P 1320 0 - 1 1111,. EA! ! &[D D . ;I' A!CO1.5.01✓,C 7 P" ANCHORAGE 70 WOOD CON57PUC7ION SHALL BE 7/= ` STEEL LACS OR LAPEER WITH 7 - 191N, THREAD PENETRATION, 7/ - - SRASS WOOD EUSI -• OR VA' - EL C D PANEL M,47 E 5 . 1407 H 1 7/6 MIN. THREAD PE,✓ET R.47 JO1✓ OF 1 /2 M SONAR Y SCREWS WIT H 7 7/8 1/7AN. 7READ PE NITRATION. PErEP TO SHEETS 5.5 &r 7 OF 7 FOR ANCHOR SPACING AND i, VN:MU.! E1lEEDI. 17 SHALL BE 7HE RESPONS /B/LITY Or 7HE CON7RACTOP 70 VIP/FY 7HE SOUNDNESS OF 7I-'( STRUCTURE 7O Wv17H57 AI'D THE ADDITIONAL LOADS /J"O 1NSUR£ PPOP5P A1✓CMORAGE. EACH PANEL SHALL BEAR A PERMANENT LAPEL OR STAMP SHOWING METAL TECH. INC. HIAL EAR., rI " DADE COU PRODUC7 CONTROL APPROVED i,IAPAa11G 70 OWNER OR TENAN7 LOCATED 111 EACH HEADER OR ONE PANEL OF (.40,3/ OPEI✓1NC. 3 TA7/NG " S7OPM PANELS 1ILL 7107 OTTER HURRICANE PRO7EC7IDA' UNLESS ALL REINFORCING STRAPS OP. SOL75 ARE PROPERLY 1 /✓S7ALLED• WHEN REDUPED PEPi,ANEI✓7 FAS7ENCR CO1MPONEN7S, EMBEDDED ANCHOR EOL 75. THREADED CONE S OR ME 7 A SHIELDS. NO7 IN USE. I/U5T SE PROTECTED AGAINST CORROSION. CON7AMINATION AND DAMAGE AT ALL TIME. ANGLE 71;1C1: KEY HOLE WASHER 3 /4 - DJA. ROBERT S. 1\40 1 SOUR, PE EE- 0006024 PN1315 ENGINES, ZING, INC APPROVED AS COMPLYING 1MTH THE SOUTH FLORIDA BUILDING CODE DATE ` Zz 2. BY PRODUCT C \'TROL DIVISION BUILDING CODE COMPLIANCE OFT-ICE ACCEPTANCE NO.(>{ - o U l 24 ga. W 2 0 1^ r 7 SCr /JOB 01%70 /c ?5 52t9l'7• 3.903 1 • o 1 ;n ANCHI.J1, sr Hl Dvl ( t401 E:7k I CONNCCTION TYPE '•H" 500 r 0, NOTE': DETAIL i(0 �1 0 (0 511 / C. D A (ff • ME I N(N 5 ) 11 6) of 1. II ANG( AU.Y LL RE7(PS; ri 31 A!JC1-70P SCHEDULE HEADER or ,7(1 CONNECTION TYPE "D" DETAIL 5 • V .500 1 • - • � ,I ` t P E 571 £P HEADER or 511E ;?L rrP 70 THAT APa( FoP PPOP5l coR'Nrc710N TYPE OBS7PUCT)0A' DETAIL 9 • c 1 1 rLoop, PLUG AND MACRINEJ / SCn W ANCHOR )2 0.0 rULI 57VRM PANEL (rip.) SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS. FANELS A44)• Si - ADDED 70 I4 A ALA)aAUUA,' ADD -ON OF 3" FASTENED 70 PANEL 8Y THE USE Or f64 POP RIVE 75 5/75 _ TUBULAR RIVES OR 10 - 7HRU BOLTS 76 0.C. CORNER PAN ANCLC WAY VARY - 20 7HPU E0L G'/ LOCK NU7 T2. 0 SEE AJJCli0R SCHEDULE CONNECTION TYPE "B" Pr711RN PAN VARIOUS 517ES 1a(A a 511 DETAIL 2 CONTINUOUS BLOCKING 2 PIECES FASTER' TOGE7HEP W/714 j'64 R1Vr75 OP ,°6 TECK SCP.EIWS 72 O.C. PL'UNN PAN. ANGLE. WET OP r.-000 1dus7 BF USED 01; ALL BUILD 0U CON017701'7 TO CLOSE oFr rl. "os 1/5 x 1 I/7 FLAT BAP SILL STU $ STUDDED xi7x r{INGNU75 8 5f! J -or S I CONNECTION TYPE "C" PLAN VIEWS DETAIL %2 A. 9, C & D Elf:" 7 5/a MAX. s1077E0 MOU,JTFJG HOLE !✓A BE USED 1,J CENTER xFE OF PANEL. rya FOR ALL SPECIAL PAN APPLICA7701 1!) lAAY L( ur ;,L1.5D 1,r F(1URSl DIE(ri)olJ `/y- CONTINUOUS 51 (1.17) BOLTED 70GE TH(° P1711 1 /x_20 7HPU 80(7 1 <% LOOK 1JU7 6 G.0 USED As HEADER OR SILL SCE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 NOTE* NOT(-: 4( • ED.; 'E0. MAXIMUM P ANEL HEIGHT 95"- - DETAIL 70 71 HEADER or SILL 1?.)! BE 1I'57'LLCD u.' Pt DIR£C -ION AS 11.1 DL •-=)L 6 7 1 HEADER ON TOP—, // SQL ON 807701.1 7/4 -20 > 3/' KNUPLED STUDS 117714 NASKLT-,LD WINCNLJTS (TYP.) OP 1/4 -70 RIVT7NUT )Wi 1.T ;/ < - FLOOR PLUG (7n.) 0 1/' -70 SOLI n LOU''.'1J7 E'. PAN HANDLE 6 - -6 FRO e7m/N.' Owl (AC SIDE 10 r0 DETAIL 3 OP70 •'AL USE Or , 7 ...,, - FOR PURPOSE Or EXTENDING WALL F'LOOK PLUG AND 1.IACHINE SCREW Ar1CNDP 17 O.C. •11_9 \1•) ( £ ) 5(7. ANCHOc 5r i1( DU) CONNECTION TYPE "A" 19 CONTINUOUS E_0IC7 3/76 ANGLE 801 TEL D 700E71-iEF: K771 -4 : /< - 7H-U 5(177 r./ LOG: I41JT 6" 0.C. USED AS 14CADEP OP :S/L CONTINUO('- OLOCY.INC i6 OP. O J/! ANGLE 7/A -20 AMA SCREW ANc.HOR WITH SIDEKALY. BOLT OR 7/4 MASONRY SCREW .i 0.C. EO 3 - MIN. EDGE DISTANCE POURED CONCRETE ONLY NO * ' MAXIMUM GAP BETWEEN STRO'4 PANEL AND 0.(.0. .9-I LL NOT EXCEED 1/.) AS VIEWED FRO)? FRONT V1(W PANEL ND7GHEO A7 E0 70 PASS O S7LID AND MNGNU7 11: SILL (EACH DOE) (:22) 1lA(,�F ' 5111 i ; 5171 < j401 ?.[ ANL HOF 5(.H[['111 r CONNECTION TYPE "C" DETAIL 4 101( ) 09 ) • C.D. • j 11 '? I L= 1(D ) Li p 07 H: r f- _ A(J 0, C.IL L ,\1 C ;0 ira: 7 '101; 1` 1 PRO 7L ,_s IG; 7) -7 5(1 /.:.(/'57 5L(1 (0!)) CONNECTION TYPE "A" — COIJ7)1•UDUS r'ODD ELOCKIN( V4PIDUS 5) Es DETAIL 7 NOTE:* .. E. D. S TOPM PANEL DATI:J'JG • _. - MAX NOTE * / 2 telAX11 it'1I)4Cf STORM PANEL •7 I: NOR120I T.7? 11:'S 1L1LA710N R 71! Al L.Lrl!r.710Ji roP DETAIL 71 AL:)' Er 4101)7,7(0 VEF7,CALL 1 ON RO 1?O.''7ALLY r ( r VA7 /CH 1 CC %•I•'CNO. SFHED CONNEC710N TYPE 'B" DETAIL 8 E. D ' , :FC EDL'LE S1 D:,,:• nr D 17) 1 ;` �' I _n CO EC J ( T I ON S TY '55' r � OR 19 CONT INVOUS SL 0CICIN( BCL 7(0 70;(7)4(R 1770 -20 7; - 7P.0 SOL :Y/ LOCk A'U7 --- \ --015 OP 15 CONTINUOUS ELOCKING 1/4 -20 s .32< KNURLED S7) {777H NYSHE RED N9NG'UTS 17 1 /2 - o. c. (n5 17 SHAL BE THE RESPQN518)L I Y OF THE CONTRACTOR, 70 VERIFY THE SOUNDNESS OF THE STRUCTURE 70 141TH STAND THE ADDITIONAL LOADS AND INSURE PROPER. ANCHORAGE. SHUTTER SYSTEM MAY BE )NTS.JLr INTO WOOD, CONCRETE. MASONRY. WHEN ANCHORING TO WOOD. THE WOOD MUST BE A l(IN)MUM 2 X 4 EOUAL TO f 2 SOUTHERN PINE t4'/TH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAI,./NG STRUCTURE ROBERT S. MONSOUR, PE EB-0006024 7417117 ENGINEEEING, INC. APPROVED AS COMPLYING \MTH THE SOUTH FLORIDA BUILDING CODE DATE • Zo BY PRODUCT C'TRDL D■V;GlOw BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q I ' 2.0 Q,I 11x A7 JON SCR / ,f ! T 1 /;P /P5 5;;71110,' 0507' 2 1;4 In r 1- >7 1 /•1-29 r1 OOP PI U!, 1,?,( ,I -uud1 1.1= l% AN!HDr: 14 4D( r Or 5111 ',(IJ(r1 1! (Ir MA 0N1",' CONNECTION TYPE "A'' ,.r D. ,. P.7:r[I :' 70 Or rrc7I(ds' (. 1:Ar :7 Mr.7 ALl7 :LN. •• ,701 - -.x< PAh'[J. \ CONNECTION YPE "4" `1 1 1 /4 - 20 rl.00r' PL UG 1 i ;7;-7 / -20 BRASS WOOD 8USH7 /JG HEADER OR SDU INTO 1/000 NOTE* ° E 61 ASS 1 . 1 SEE ANCHOR SClEDULE CONNECTION TYPE 'B" DETAIL 15 1407£ ; EADLR Dr SIL - L 3/4 MIN. 1 1/4 14.4):. NOTE SERVE T/-RU WINDOW sroP1vl PANEL DETAIL 19 714L 1.1r7A1 S7(d'l.' Pr/'r 11< 1 L l/?HoU7 ?R1 u.,[ or AN frtPu0(D 1404r11" r-.• or: SIL1 71 SHUT 7IP 141" L( A.IJCH0r,LD Li/T(C7J 1. TG 71-iL S7r.?UC ;Ur.( W/U-I 7H• U C Or o1JI OR A COUBINA7ION Or DE NJ1 1� NOT* . • I i L -77 7 -O 3/8" THPUBOL TS S 1 /2" O.C. WITH 2X3X. 125 ANGLE ON BOTTOM WIND PRESSURE 71 -5 PS.F. MAX. MAXIMUM PANEL LENGTH 48" _I— ; 1/4" MAXIMUM RNA= M 1 WOOD COUNTER 1 1 /4 " MAX. . \ THICKNESS COUNTER MAY BE 1 1 iIADE OF OTHER MAiEP,IAL MIN. SEE ANCHOR SCEDULE FOP ANCHOR TYPES ALL ANCHORS 7 2" O.C. 511 ANCHOR SCHEDULE" CONNECTION TYPE "C" HEADER or SILL DETAIL 16 NOTE* ^60 5O '30 NOTE* I /-1 P-41-fl l.! /', ;T .sr Rt 11' iYi7H 74- %0 N I4rADEP 0/ 5111 t�� \ 0 ,} -':- • ?"OOD. C0/JC PT71 OR• LeA E. - Err 70 TYPE "A" , I ICONEc TID ?J ; ` 1 1 7/4 - PAIJ£L MATE IWJ7H A/.AC.Hl1Jf SCRLI4' HEAD I447H 7 4 -70 SIDEWALv, BOL HEADER OP SILL w000. CONC7-7E7E OR ISASONRY CONNECTION TYPE "A" (:LASS S;or:e.✓ PAh'( DETAIL 17 or OHE4DER or 5111 COnmNUOUS BLOCX71JG ,R g 7/4 ANGLE DrIr(7101; CHnP7 or WEADER or SULL 51C A *ICHOR SCHCDU E CONNECTION TYPE "A" SCREWED OR BOLTED TOGETHER 117779 1/4 -'20 THRU 00L7 11/ LOCK NL/T 72" D.C. 7/4 -20 MASHINF SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4 - 0. C. 5" hem'. EDGE DISTANCE POURED CONCRETE ONLY 59 -5 PSF MAXIMUM / PANEL 1 -EIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL •,; 1)L' Hi PAN(1 _`•r LUR!LI 15'ril: I;A.S1,1 J Ifah:(1;1u C7u!C0 /WI f! Fri ;o Dr%LG1o!.' CHI -P; LS% 1= D '= • SdOT3f 5ff ANCHOR ECHE CONNECTION TYPE "C" DETAIL 18 NOTE:* . ROBE.. 7 / 2 4 / /17 S. MONSOUR, PE EB- 0006024 E D: , NOTE* NOTE: 47 OE4 IJi CTIOIJ %14 __I_ • �^ 11. 1 " j= .12. Mr7i,L1 T_Lli. cs . • � ORE' pAl:'Ct 611) I / " • — f b NOTE �C O OP J / I I CO1 . CT7O11 TYPE Fl STUCCO 11\15TPLtAi1O\1 Dc TAI% 14 SEE Af:'CHOR SC;- IEDULE ° I i CONNECTION TYPE "A" 1 CLA,S 14 EN ANCHORING TO WOOD. THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL 70 i 2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCUP.EL Y ATTACHED 70 FRAMING STRUCTURE DETAIL 19 APPROVED AS COMPLYING \VTHTHE SOUTH FLORIDA BUILDING CODE DATE 03 L ZOO! BY 1' ! / � PRODUCT C N T ROL DIVISION BUILDING CODE COMPLIANCE OFF- ACCEPTANCE NO. CJ -02-0a - Di 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 Klr 7• THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. MASONRY r 3 SEP / Jr:( / 01 /L 0/5: 1 ; ,r !PJ'HL1 KEI H7 0 1(. ) 1 104-- 1 1 .. W A L 1 640U1J7 2" I i i /J I1'J51DE MOUNT 2" 2 i ✓ ^ BUILD OUT 2 " 2 )/.4•' + 'A 1, 7 0 - y0 ; f;0 7 . • 1 MOUNT . J /i;.. 1 .3 7 /2 - /Iv /DE MOLJ1•JI 2 5/8 1 J 1 /2" BUILD GUT 2 5/8..1 3 i /2" 7111 IvIC7A1 7£CH STORM F'ANI:t S MAY B£ 11:, 1AL L (0 14/17; Ok WJ7HOU7 11 770[;•170/J7At 6j'A.Cf STRAP. R£TETY 70 PAAI£1 DLTL£C7ION CHARTS. 3., 8 24 ga. STEEL DESIGN PlESSUREI PA.IJLL SR'A.IJ 44.40 124 47.87 ( 72.E 5 1.23 1 1 I9" 58.06 j 772' 67.47 7 09 " 66.85 704" /7 16 700" 75.30 87.45 j 88" 86 -83 1 82" 97.44 78" FR0IJ7 VIE 1Y SID( I/1[W h'OPIZOIVTAL BRACE STRAP 7 / 4 - 20 STUD WITH 147NGIJUT 72 7/2" D.C. 7 /p_ x 5 /4 .. DETAIL "G" HORIZONTAL BRACE STRAP —/ 1-IFAI7FP, ANT? .5111 • i 114 1.!.1,).', PAA'E1 HEIGHT I/O • PANEL 57F,',5 P FLr1UiRL 1 PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP 1 ✓.Jtr! ✓0>., D/ST:•.1JCE BET WEIN GLASS 41.10 PANEL FLAT ALUM.IIJUI..( BAR SIDE VIEW DETAIL „8„ MAXIMUM. GAP BF: wEEN PANEL AND HEADER, 15 1 /4" (TY - P. ) DETAIL "F" r 3/8" (TYP.) 1� ,5 FASTENER MUST BE IN NORP,OV.✓ PORTION OF KEY HOLE. IF N07 A KEY HOLE WASHER SHOULD BE USED MOUNTING HOLE MAY ALSO BE A 9 /i5 DIA. CIRCLE FP.ONT v/El'/ / // DETAIL ON .SHEET 3 WALL MOUNT ANCHORING PAA'EL TOP d 807701.? NO 1-7DP. OR SILL KEY HOLE WASHER PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HOR /ZONTAL L Y OF VERTICALLY 24 GAUGE rIAXIFiUVI IMPACT" STEEL STORM PANEL DE,AIL 15 ON SHEET 3 DETAIL 5. 4, & 8 ON SHEET 2 /7 DETAIL 3.4. & 8 Oi•1 .SHEET 2 ANC-I-IDPJNG PANEL 70P & 80 W/TN STUDDED hDR /SILL FROI:'7 1 / 1 ['7 SIDE VIEW HEADER AND SILL TYPE /.,!AY VARY. OCPEI"DIIJG Old APPLICA7J0IJ DETAIL ; ;I SHEET 2 '"A DETAIL 15 ON SHEET :;EADrF I 1 0 0 u I" O W w 7 7i . GLASS --__ / /// SILL DETAILS 3. AND S ON SHEET 2 VI/ALL MOUNT WALL MOUNT WITH NOR. AND SILL i 724 I,/Ai' PA PEI HEJG1i7 ONI P41.2£1 5,7RA" 1.0(,47!D ;,!105Pr..1a MI1111,(U1,! 0 EETWEE ; GLASS .41')0 PAN( L GLASS TYPICAL SECTION VIEWS ROBERT . ?�h4NSGUR, PE nrlrl PANEL DEFLECTION CHART WITH HORIZONTAL STRAP DE7A11S 5, 7,9.70 AND 7 1 ON SHEET 2 O tt / / S ILL DETAILS 5.7,9.10 AND 7 7 ON SHEET 2 DETAIL 2 ON SHEET 2 DET)u 16 ON _SHEET 3 \ \ L;ADE7. .11 i -IL-- F . i GL:SS r ll ////// SILL DETAIL 4 ON SHEET 2 BUILD OUT INS /DE MOUNT W77H 7408. AND SQL Wr,;1 7-70R. AND SILL APPROVED AS COMPLYING wTH THE SOUTH FLORIDA BUILDING CODE DATE 1-U.2 Z ZC BY PRODUCT CO'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. DZOC - 0 1 SI PA) R9 0: / /0 /5E ?son 4 ANCHOR SPACING yr, DESIGN PRESSURE AND CONNEClION TYPE 59.6 PSI' 71.5 1 pour. t c),: 'T ) { 1. Cs•IC r31 n E:LC.C. POulzI D co , c 3:I n CD33Cr4 33 Li LOI CI i01, 1 \pf C (311■/! ( , 101. , r; 100311L no: vi ( A 1151cl i D to,..1p. i 1•14111.IDT, 1 YRI 1.9 WI 1 1.D. i. 1 6 1 C 1 f. 1 6 ', i ,.. , C 0 1 t b 1.:I E tu I -41 be' Sr.: Y ■E, . 13 11 : 13 ..... 1G 16 13 9 : 13 13 16 13 13 10 13 ' 13 13 • 13 is 13 lb ;3 ? le 13 c 16 .. . 13 11 13 13 . 7 ' ' 04. n ,.. , 0 u -1----111 13 13 1E 1:3 13 16 ' -Ill 'i /4 3....i i i vl J•NCLILAI. 1 114 IVAN . 110610m[ WI 15 la 7 • 13 13 15 13 s 13 7 : )3 eV Sp3, :- 15, ' 13 16 - 13, : 7 • 13 lb '' E : 13 13 16 13 10 13 13 )3 13 13 13 15 13 16 a 6 12 13 15 0 12 16 9 ID 15 9 E • 7 11 12 11 2' • ile :3 6 6 , , . 13 13 16 1 15 7 5 7 , 6 5.1.yor, -.- 16 9. 7 2 )6 9 8 1 C . B 5 11 12 16 8 7 • 5 16 11 16 7 9., 2 13 IS 5 E 7 6 1S 5 7 7 5 ' ' • . .... ....... .. . ..... 14 5 E. 6 5 14 .5 5 6 5 17 4 4 5 5 12 4 4 6 5 T 11 12 10 : 1) 114 Sr i, 11' 15 9- 6 .... 7 6 1 5 ... 5 7 14 5 5 6 9, 14 5 : 5 12 4 c 5 5 12 4 : 4 7 6 . .-.:-:::.: :::,:,....::::,, . ..... •'::::::-. ...... 2 6 5 6 5 -,:-:- 1 - 314 - ............ . .. f Ts.i. r ri--------- bE Span 3• "6 •3 10 ;3 la 15 13 E la 13 15 la 7 la 1?, 15 13 7 13 13 15 1-- 13 13 14 13 6 13 13 16 16 15 13 13 13 1 - 14 la 7 13 13 13 1' 13 13 6 13 13 13 13 i 12 12 5 12 12 2- 11 1 1 I • '--- I) 13 7 13 6 1 -,/,- , I _1.1 1/4" SLEEVED DRIVE laJCHOP: 2!E hh. 56.6SE DIACW7 EF Sp pn .7." 1 E B 13 16 12 6 13 14 '1 5 13' 13 13 10 13 12 9 6 13 13 5 12 12 11 11 15 7 13 6 6 10 11 .! 11 5 9 10 1 10 4 B ° I 9 S S 5 4 7 P. 6 7 6 6 2 - / ‘ , , 11(A 13 11 12 E 4 4 ',DB Span a - 15 7 '6 10 1 1 5 9 10 1D 5 4 7 7 12 5 4 8 _ 4 4 5 7 13 4 6 E. 5 ii A 4 s A ! 10 4 4 5 4 1 7 3 3 4 3 . ..., 114 21-mt.t 3-IAMMER DRIVE / 1 MIN. 6465-2101..6.EWT 1 *04 12.0 Span 13 4 S 3 3 Z 3 zi 4 5 G R 3 4 4 3 4 - • 7 3 3 - - ,_ _ 1 ”... ID . . • .-.,--;:=: . vAPADUS 34 TYPES ..0.:'..11."-W,M,..`,V5.1,7,.1.■,..;;...-?-- 65 SpAn 16 13 13 13 131 13 3 13 13 13 12 13 13 15 13 7 13 13 13 10 13 13 16 13 5 13 13 15 16 16 13 13 3 135 13 13 13 13 1 1s 13 5 13 13 13 13 i 14 13 5 12 13 7" 15 13 10 13 B ) • 16 1 ""- 15 13 13 13 12 •3 •3 15 12 7 13 13 14 11 6 13 13 13 10 S 13 13 16 11 10 10 B 9 7 13 13 i 13 5 5 9 10 B 9 " - BF Span " 15 16 10 13 B 13 13 16 13 15 13 13 i 12 5 5 12 13 11 5 rigg -- 1 1 1 — 3 - 16 11 16 10 16 9 10 13 8 13 13 13 5 5 9 10 13 12 6 5 8 9 13 11 5 4 7 13 16 7 16 6 5 7 9 7 3 11 8 1 10 4 4 5 4 4 3 , , ,,..... ,....... 10 5 2 ---,---- 1;4 MASONRsi SCP.EWS 1 1 MI14. EMBEDMENT /A' 7 12 16 : 8 i 9 3 . 3 3- 16 7 8 9 7 11 4 5 5 7 8 6 10 A 4 6 6 7 6 9. 3 3 5 4 =- -.:-.I 124' Span 2" 15 5 :. 4 4 3 .._ -, .... 1 'Os' t 16 1 .... •:-.- 16 13 13 13 13 16 13 9 13 : 13 13 13 13 13 15 13 8 13 : 13 13 11 13 13 16 13 6 13 :. 13 16 : 13 13 13 13 1 15 13 : 5 13 13 11 13 13 ; 16 13 : 6 13 13 9 13 13 1 14 13 . 5 13 13 ------ 5E Span 2 16 15 13 15 13 L 2- 15 •A C' HOP SrHEDULE 1/4.2D >. 715 1/2" DIA. MACHINE SCREW ANCHO 7/8 M1N. EMSEDMENT ES" Span 124' Spar: 2 - 3 105 Span a 2.5" 2 16 16 16 16 15 16 15 16 16 13 13 13 13 12 11 8 8 7 13 11 8 11 9 9 7 6 13 i3 13 13 13 13 11 10 9 13 16 13 13 13 13 14 13 13 12 13 11 9 1 11 B 10 7:9 12 11 10 6 5 5 4 3 7 5 6 5 4 4 3 13 13 13 9 8 5 4 NOTES: A4. ROBERT S. i%4ONSOUR. PE EB-0006024 SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMItANG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINI ivr.f I 41.1) ED[ ril _SW !Cr 1.11)1 . S7 UCLO AND/Di:' r 1HES -SHADED A , - 7 .1" f, FT.I: 1IIC101.. CONDI? 101.. T;-,'T Ht CC P74LE 17 S1-!A1L B( 71-, F. LS P01,1 _17Y Or 71-:r CON] ;TACT OR 70 IT RIF Y 71-1( SOEJDNE:::..1:: Or 57PUC7 UPC 70 lq7 I-1 57. i HE ADDITION/4 LOADS AND IIVSLIPt PROP; .NCI-01?.e.GE :3141..)77, S1'f MAY BE 11, L i coiocpE7L OF 1,44'301 . APPROVED AS COMPLYING IAIITH THE SOUTH FLORIDA BUILDING CODE DATED /?..1)/) I BY g PRODUCT tefisi vIROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.0 1 02.(j) -Of 5 1' c, ANCHOR SPACING „s DESIGN PRESSURE ( Ji COI'JIJEC!101 - •) TYPE 81.5 PSI: 91.4 PEE POun! li cD'+Cr.tlf CO »Cpr if Est o: PD/:C D LDU( 'If CIT+f r.T1 El Di ∎, ( Siu't: 1 t,L,u 1 vii LD'n i lacy: 1'• I• CCnn,LCI,D,: 1 v,•r. L Uiu,i Ll1DU 1Yt•I 1.l•C HDfi 1 Y1 I•A111 !. I . 1. 1 r' j C D r ' L• L I D 1 1 E ( L D r 1• 1; C D r CE Span 2. i5 13 b 13 ; i6 13 9 13 13 16 17 6 13 13 IL ...' 7 ... 1 3..... 1 3... 16 i 1 5 13 3 iL li 6 13 13 ;b 9 B 12 j i6 9 9 1 "7 - 16 ... ..8 ..... 7 .. ... -i3 ] 16 .. 8 7 1 .. ...,.. 15 7 5 10 11 1 15 7 6 10 li —} II 2. l i 1l4. t /4' SL •. f [VI /.140 - 10 I 1 l4` MM. f I. /EL DWd tdl - 15 S 6 B 7 15 5 7 8 7 1 5 5 7 6 14 5 6 7 5 13 5 4 6 5 ' l ;3 5 5 6 5 14 5 5 6 5 I 14 5 6 6 5 , 4 4 5 4 1 13 4 5 5 4 4 4 5 4 I i i 4 4 _, 4 1 t/° �. : a ,, 1 1/4 .........._.... r, -i,r t:�?r "r_ - ....., - r - - -- ' ° '_ --.. a1,' -� 7c.r_ - ='_: %: _ --- - - - 11 1 2 16 11 7 13 i3 13 B 5 12 13 15 7 7 10 : 1 2 1 ;i 5 5 5 15 10 6 13 13 11 7 5 11 11 13 6 5 9 10 1 10 5 5 7 8 ; 9 5 13 13 10 3 [ 9 iD 12 6 4 B 9 °_ 4 4 5 7 SE Span 2' ' 1 1 114 jl —_ ' lic SLEEVED DP.IVE ANCHOR 1 3JE" MIN. EM3EDMEIt1 13 13 5 6 7 6 1 10 4 4 5 4 i2 4 5 1 12 4 5 6 5 . 9 3 4 4 4 10 3 4 10 4 4 5 4 T 3 3 4 3 - 3 3 5 4 ? 9 4 3 j 8 - =i' 4 4 3 3 3 56" Span 2" 4 3 . 7 ___ : ii 1 114 _ - -. — - It 2 D 1 .s p, WAN '105E M -N_ 1 it - - - _ - ..... - - - - -- -- 1 1 = -- .... ...... __ .. ...... ...... _._...__ —_.. ..___..r— ..__... _ - -- I 1 1 15 13 11 13 la 15 10 7 13 - 13 15 : 11 1D 13 13 1 14 7 6 9 : it 0 - 1Y 1d >_ , • 13 1R 111 A ;- 1; i 17 A S A a i 1 >E" Span 2' 5A ' 1 1 ' \ C H 0 R r .{ 1 / 0- MASONRY SCREWS 1 1/2 t ✓.W. EMBEDMEN1 114 -20 x 712• , )1r DIA. I✓,ACHINE SCREW ANCHOR 716 I0IN. EMSEEDME14T 124 Span i 68 Span 65 Span 10S Span 124 Spam 1 11 15 16 15 16 16 15 16 1 16 2.6" 16 16 13 E 7 13 13 13 9 0 7 12 10 8 9 0 S CHLD UL L 1 9 8 13 13 13 13 11 13 9 8 9 1 12 e 10 0 13 1 15 13 1 14 13 1 12 4 4 10 9 8 4 4 4 7 6 5 5 4 4 11 6 5 13 11 6 5 12 4 13 : 13 13 12 4 4 15 16 15 15 16 : 13 : 11 16 16 16 16 0 6 5 5 12 11 7 7 6 5 9 8 7 13 13 13 10 9 5 1 11 5 5 13 1 14 13 1 12 13 1 11 7 1 11 6 9 8 3 6 5 3 3 5 4 5 3 ; 3 5 4 5 e 4 4 8 3 11 0 B 3 3 E,t ROBERT S. MONSOUR. PE EB- 0006024 pR'Yl <ii:•11YFFpINr. lair NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLI'. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SI-iEET 4. L- .UNI,5L11,4 Ei:BLDl A1.1D LOG[ DISTAI'✓r_ :i f ;;rLi.IDLS S TUCCQ AND/OF: WALt f I/ SPADED AFCAS FrrF'LSPJ7 41dC1,(Jr (.i,JJ_ni7iO1 7J I7 AFL ) ACCCF7AL;L E 17 SN=.LL r,L THE RLSPOI iB)L!TY' pr THE COi.7nkC7rj.. 7Q ;:Lrlrr 71, S(,rr,:'pltC„ Or THE STcLIC7r,IFE TC) 1.;1TH STJ TT•E A.OD.'T1 LOADS AND iivS1.J,-E PR.QPEP 41, -•j/ -1 SI:Lir/7P crsiE/,l EL /1!7S ' j CC) "CP. L 7E i✓A.'z oNPY. APPROVED AS COMPLYING Yl§TH THE SOUTH FLORIDA BUILDING CODE DATES ZZ 2 BY 1 PRODUCT dekRa DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOO1 0 1 n r 111 sCP/1Ps/? =N 0 ; / /p S, -:OM • sso�: 6 1N'GOr) P.Pi I ICt 101J5 UP 10 59 5 Psr UP 1 0 71.5 P �F UP 10 81.5 PSF UP 10 91.4 PSI CONNECT ION TYPE _ CDNNECTiON TYPE CONNECTION TYPE CONIRCTION TYPE A.NCHGr-, Tf Pi. I DIA.. sr-P.IJ D 11 �•' , L - ' I C I E A I G 1 G 1 D , E . j , L ;,. ; B lci r, i E '2)...),-1.11 1 BRA" V,'GODUUSHllJG 1, J LE SPFJ'J 14 13 5 13 i3 7 i 8 4 i i 11 y 4 4 6 7 b -, 12 12 5 i2 ;2 y 4 3 G 7 4 © 3 3 - 10 7 L lU 1U b ° 3 4 3 9 A 4 6 7 7 3 3 EE SFktJ ;- MIN nr.IJ�Tr {r. � IAN 10`... SPAN - - - --=� - -- , -- ;z� .,1 J.iJ 8 13 ;3 14 11 6 13 13 - l 2 6 L' 9 c iU z 5 3 6 13 T 3 72 6 5 8 9 iG 4 4 7q 9 6 13 13 10 4 4 5 4 _ z• ^'< . 1 7 i` /. G 8 9 9 _ - __ l;)1)�)i1ll;})�11111)li)1� 1/ < 8E SPi',N 1'JOOD UI.GE J, HJ PENETRATION IJJI1, L . TP,F�.D 10L SPAN '24 SPAJJ �. LE SPAN 15 73 1U ;3 13 16 13 7 13 13 4 7 5 9 10 4 16 13 8 13 13 14 7 6 9 10 12 :. .. ...•:: �...... ... .__.:. .. -' ... .:.:.'•::._:;_•...:- ..._,�.:... •.i: = ' 10 :_ 72 5 5 - - -'J`- i' 5 5 - — - 34 7_ -::.: -..— .:.__. 11 4 5 • 5 3 — - - - -' - ^ - -- -- - -- - - - -- WOOD L'.GS __ PENETRATION , 1 iIIJ,UIB A. 105 SPAN - ,24 SPAN _ - - >:'`:r - { -- t,•_ 11- ti l ;�)'S)l))r,;r.),'r)))))1 -) LJ WOOD LAGS ' MINIMUM P PENETRATION , tJl Uf , TREAD 3)E" 16 13 i1 7 13 1 6 13 9 13 13 15 a 7 11 12 _ 15 13 9 13 13 16 8 7 10 12 14 5 6 6 ,.... .._.:.,.::.:.,1, .._,:..,•. - :• - - 16 12 8 13 73 14 5 5 7 6 -- -- — - _......... - - - •! 15 8 7 . 11 13 13 4 5 S 4 — -- - - - _ - - 5 — ^13 16 9 8 • 12 13 iL 5 6 5 8E SPAN 105 SPA,J 7L4 - S P iJ A j t i� i— L���t \t)il,�)ltr��rl} 1J WOOD LAGS 1 idiJll,h N.TP P PENETRATION 1 U .t .D 7 115 58 SPAN ;� 6 13 12 13 13 16 13 9 13 i3 • 1 5 .9 8 12 13 , 16 13 10 13 13 16 8 8 i2 13 15 5 7 7 6 ...- -- r-. - --24. -- 2:-.• , ,- , 7:.%, , ±-'. . .._ :,,� .:. � 13 9 13 16 1 i3 i i6 6 7 8 7 8a s?P,t•! 105 SPAN _ - _ : •._,: :•: _ • _ _ - _. • _ - - ,- ••.. 12. ._.PAit iu" 53 SPAN i 5 13 8 13 13 lq 17 n 13 13 12 6 5 8 ^ 15 13 6 ' ;3 13 12 8 9 10 4 ^ 4 _ . 14 • 13 13 10 fi 4 5 4 12 D_ 6 j 9 3 88 SPAN 1 Al PLCO PANEL MATES 1 71s hhHJ. THREAD PENETRP.TION 10' SPAN E - _ _ _.:.::__, ...;_• - =:, ...... :. -.. - 12 3 9 3 4 4 3 2 SPAN ��� r �-).,i }� 1)4" ELCO PANEL MATES R _ , 713 MIN. PENETRATION 114 68" SPAN 15 13 8 • 13 13 1.4 11 6 13 13 12 6 5 8 ' 9 15 '. 13 6 13 13 12 ..:... a 3 9 • G 4 L 10 � 14 9 5 13 13 30 4 4 5 4 SE SPAN 105 SPAN - - - - - Z. - - - _ VERiOUS HEAD TYPES a .. .IX.I� S.1�al \1 \1\. 1J 4- v MASONRY SCREWS 1 7 /8 MIN. THREAD PENETRATION 1)4 1 ss - SPAN 16 13 8 13 13 15 13 6 13 13 12 6 - 5 8 9 10 - 14 o 13 13 10 4 a 5 4 „_..,.... .... _ ........ , 9 3 . .. 3 . 88 SPAN 14 11 6 13 13 I10� SPAN 12 6 5 8 9 ...:. ,::.;� .......:.._ _..:_ _ _ • - - - i 124 SPAN 10 ` 4 3 5 4 _ _ , ... 4- • C' I-; O P NOTES: SPANS AND LOADS SHOWN iN THIS SCHEDULE ARE FOR DETERMTt1NC 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 EOUAL TO L2 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 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER, ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. D U L F ROBERT S. MONSOUR, PE EB- 0006024 LH'T'15 £NGIli£EritiG, P1C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 3 ZL ii PRODUCT C gTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NQfl } - OAS -ii) IJ t D n s /✓RE /%.5 v'. /P / °5 LHOWN sand: 7 \� ��3i ,:na \��'ti \, ti N. \3 .a , �\ fa t \�\ \ \\ \max 1070 Technology Drive Nokomis, FL 34275 Telephone 941.480 1600 Fax 941.480.1900 Post Office Box 1529 Toll Free 800.282.6019 Nokomis, FL 34274 Fax 800.477.3655 \, htip:liwNw.pgtindLstries.com To: Adriana Savino From: Sean Rebeck. Fax Number: 13055349062 Number of pages including cover: 16 Phone: Date: Tuesday, May 21, 2002 • R. ti Re: INDUSTRIES Manufacturer of Windows, Doors and Patio Roorns COMMENTS: Fax Transmittal Sheet RECEIVED MY 2 NE SAVINO & MILLER DESIGN STUDIO FAKER: PGT •INDUSTRIES At 05i2 ii02: :43: -4 145 - 1PM ACCEPTANCE NO.: 0 t -11(07 ES: !LAM pil()Ducr cwiltol, oF Ac(JAYLANI(T vcIT mlus(rics 1070 Tcvlinolog Drive Nokomis ,F1., 34275 Your appliet.ttic.)n Notic:e rd Act..7ptancL'. N ) AIuniinuu Caseiztviit Winklosv limpac( topkr (711;:ipter k.)f ihc Ccd of CouilLy nat.e M ,thrk .1hd Typo i\'• Consinictiktti, tni tI t iitcd 1)Qrt:in, 11,4s becr recommenJet.1 roc a by the Miami-1.).o.k: t,l'otinty J iIui •,; (I it.r(1) titc hc(c,t111.. This N(),A riot Ite vId alk.:r 011/4! exnirt.ttirn. doto stat t111; rivitt it) hi ptc.hlt;ct or inntct hit t t)ny tinw from a iolxiito or tountittletur1/4tr's plant !Or quLdity t.:ontrt..)1 product Or miwrial rails to perrorm in the itpr()ved mantler, BCC() rc .voke. modify. or ,Itisp.L:nt.1 the tts.0 of ,-;ttch procloci or r,TuncriLt1 iHt1ctIiteIy. rt21:,ervt:s the ri. to revolw this tippto.c.11, :t tletefroinci.1 by BCC() 012.; 1)1'0000. Of rn;lit.trili Iltits to rn,:t.:.t Ilit2 req irenit ibe Soulh Building ihe eNFICIISe uI ;t1t.'11 ttitIL), ■1 incurred by the r,L.tnttftur,.tr 1111,. COU;"41)", 1 AGI.FR (...111114.1.1,'“ I.: 0141(1. 1 '.■1;111: 11( i 1 5i6 OW51 ■ 1N CONTk ■CTOR t,Acoutv.tv\F 1MT:14r, FA.1.0tqs1”LI e(111RACT()It I ION 1 1U.1 l'It01)111 u(1.\*1 iJI fit .ti)) 37-41J .,:1.'\ to51,17:.0.1y: i:Lmd Pr1)clit,..1Conir.:0 11 1 IS 1S T1 1E COVER.S11 EET,S EV. AD 1)1I1ONAL PACES FOR st.Ecirlc.',....,■Np 131J11.))1 ( CODE & PI2ODUC1 !UN) FA‘: c(...)■■!) Thi;; applii!ation Co' Product , has t)voi revitnved by Ow :ipprov.:1,1 12y We e t,tsod Nlitloti-Dat.1 County, Florida uIller the ( e1 forth above. 7 -1( j / r144,.„4 Fron;:':;co i, 1jluI. R Coolity APP12.()‘'ED;_12 CoLk: No. accepunce cr..ver• page dot l I t1.I oci owitimisterrOlijil 45, 1 1,, tit tit/A) emu FAXSR: PGT INDiJSTRIES At 05>21/02 01' :43 :do Pl?P -Page `i Industries. N(VI'l(1 :1 %, O1'' A( : :(.:VP'l'AN(. :.: , SPh4 :IVIC :',(.:0Nl)1 "1'10Nti 1. SCOPE 1.1 't`hia revises t renews Notice of Aceeptatnct (NC)A) No. 00 0804.03, which was issu+ :cl can December 7, 2000. It revises and re'nows the approval of 2n aluminum ca3ement window, as described) in Section 2 of this NOA, slcsis. ncd to comply ‘vith t South Florida Building Code tSVBC), 1994 Edition for N9irtnri •Da}.lc County, For the locations where th_ pressure requirements, as determined by SI'I3(. Chapter '233, clo not exceed the Design f'ressttre l7:itint; values indicated in the approved drawings. 2. PLIonUC1' t) :SCU1ir'fl(,)N 21 The Serh'.i "C` --700" Out«iing Aluminum ACCEPTANCE No.: 01- 1108.07 APPROVED: 1)ccetnhcr 27, 2001 EXPIRES: Jarman 28, 2017 c3seutcnt wineleiw cornportent5 shall be constructed in strict compliance with the CoPowing document: Drawing No 339, Sheets 1 through 5 of 5, titled - Aluminum Casement Impiact Window," prepared by manufacturer. dated 2/13/98 and revised on 11/6701, signed .utd scaiecl by Robert L. Clark. P.E., bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date, by the Miami County Product. Control Division. This document shall hereinafter he referred to :rs the approved drawings 3. LIMITATIONS 3.1 This approval applies to single :trait arpplications only, as shown in approved drawini;s. 4, INSTALLATION 4.1 The aluininum casement window and its componcnrs shall he installed in strict compliance with the approved drawings. 4.2 The irlmtnllation of this product will not require a Hurricane protection system. 3. LABELING 5.1 each unit shall bear a pt rmancnt label with the manufacturer's name e,r logo, city, state and following statement: 'Miami-Dade County Product Control Approved ". 6. ftJIIDINC 1'E1tl4IT REQUIREMENTS 6.1 Application for building permit shall be accompanied by t:opii. %; of the following: 6.1.1 This Notice of Acceptance 6,1.2 Duplicate copies or the. approved dc Rvins;s, as identified in Section 7 of this N of Acceptance, dearly marked to show the component; scrlcx:tect for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFI3C) in order to properly evaluate the installation of' tltis C,ysttutt, / Rats! Rodriguez, Chief Product Control Division — Impact Resistant and its FAri 2: PGT II'IDUSTFIES At. O5 /21 /O2r Ot: 13: -46 _Ptvt :Pa.e PC:T industries. 3. 3 ACCEPTANCE No.. i U):i, I(.'t+, OIL (:cI?I' I Ai\(,'E: STANDARD CoNDrtioNs 01 -i 108.07 API ►Rt3VED: Dteetnhce 27, 201 ! X 1'1 R t'.S: January 28, 2007 i move! c,tIbis Acc.cp(aat\c (ctpprovtil) ,shall Pre, eonsidcrcd 311cr ;t rcnccv,tf uppiic■ttiurt h:ls hcurt tiled and the original submitted docunlenlariort, including re t ?,tll'poitrng data, engineering documents, are no older than tight (8) years. 2. Any and till atpl,r «vcd products shall hc fac:rttlum:1111y Libeled vitlt the m:tnul:tc'turc:r's city, state, arid the ti lio(vi 4 statement: "lvliarttr -Dade (c:x,urty Product Control ' \;>i,ruv.d ", cir as tipeeilic:rlly slated in th; :51 ?Cc''IIic conditions of thic; Acceptance. Rene'.w )ls (.)f Ac?ccwptancc: will nc'tr fyc considercci if: a) 'Chore has been a rhanui: in the South Florida 1.3uiiding (:'ode affi,c'rirt j the cvaltl :ttion of this product :mil the product is not in coryinliat'.t' LVith the i'ilrk! ['.hanp,e.s., h) The product is no longer the sank product (identical) as die one originally approved; c) 1; the Acceptance holder has riot complied with all the rcquircme..nts of ih s ac;:c'ptitrtce, including the correct installation iorr ci the 1,i ctioluet, d) 'The engineer who originally prepare(1, signed atria sealed the required doeu tent..ttiOn itriti,rlly sttbniitted is no longer prr�tcticinl; ihe; e:nf.;irlei..ring professio , 4. Any revision or :Tharp: in the matc:ria1s, use, and;or manufacture of the. product or process shall automatically hip cruise I'm fi rr!tirlaric:rn tit :hiS Arc e, unless prior cvrit.lt ?r) approval h;.t b'cn requested (Ihrott2h the filing of;t revision trl',plicatii,iin t.vith :rhprtapri:.tte Ict;) and ltt ::int t bt 'Iris ofiirr. 5, Any ol'the followinh, shall also be ltsotin lw fair removal of this Aec,cptancu: a) Unsatisfactory l erforntal e. of Chi:; product or proee,:. h) !'1'i. v of ihis A C:( :,cploncv as an erlf!omerntnt of fury product, ror :Salo ;, ;,Itivt.`.rttatn, or' Gtny odor purpose. 6. 1 hit Notice of i.7y the ',i'nt'i.I: ir(ittrni- l.),uft ('runty, Florida. tiii(1 followed by the exiir:ttion date inaty be displayed in: literature. IF mil; portion of the Notice of Acceptance is displayed, that it shall be done in its entirety. 7. A copy or this Accepuinr.e :Is well as approved ('rawins, and other ctocnmt'nts, whore it applies, shall hc: provided to the user by the manufacturer or its distributor; and shall be nvaila for inspecliOII tit the job site at all time. The engineer need not reseal the c'tapics. Failure to comply with any section of thir: Acceptance shall be cause for termination and removal of Acceptance, 9. This Notice of'Acceptance consists of pager, t. 2 and this last page 3. IZN1) OF THIS ACCIi. I TAN(.:I; Raul R+:)dri .ue;r., Chtt;f Product Control Division 1 52 WA. •-," 9.4:f 2 - • 1 4 : "SFE 4 - 4" •-• --! ! z 11 74 6a." 1 - PE LAiCE ;VPArrjT f L4.4.NA7r::_t 4.1 5-'01 • 2; ▪ fOR CP:3.2.'+' k r - 6 :74,...; ▪ a' : Ete.• - NEAL' 'AAA 5. L-E 7F5 Pf=11 4 .E5, . _ , ,75. 75. c: 75.0 7.f : - • 4 2 : - 5 5.0 . 75. - 1 Cs :"41.7.r' -.'- '5 c' :1 'c45 P -..,...: e, . -..,,,,- - L i ic 1 e ; , e: - in -- .G - -.7 -, i. ..:-...",.- 4-7,= C4 - 0011, ;7. 700 .■-•' E 5,— Co' 5 SECP5 OPT*' L. PE i rac ) •7t es. f, "" e:;;_ei_SE i4/ ;)e:r" 2712 erf:sr FT:=P;f:7--ENE:!: 1/ ;T. 3 Va JJf L45 " C. Y. ;;=•.:":",,,::: • r„.7,7 ••.2F•5 A 0-q.7.;i f5 ./ - "S"-; A:A=1 5 r.5C-• cc ikASS CF T=3 'e 1 _P Ci2.." 7:3 C9f I i NZ:5 r - . i E?" 4 •••,- , fl■ft3USTRFES 5:40. F.2 EZ 7;. r•-• r ; : 77 "4 :114r : C.e;l8■:& •-••• ` ;;.;- ■! Ei 7e, CT Imo,,: - 7 I 2 5 3 e .. f •� ' i c 9 - , • 0.. ,7. `5 1; •,= �r•_s: ass. .great .v C : _ - F r ! ' Fr. s _ - -•- •1_R Nx - Y . c '4:: 1 £ - "'t :ti:i itf - = �1:_ ►.r : -y! . -�a�r; Vic_:: �Ja,. -R r�'r ~ . > ' s > <� 2. toe P ac! Y -- - •: 4Y ' -.- q fir: c. a.!.} . t r rf - -Y - � -? is -y. - ;?c-. ati C _ "9/ 6= '2.'r5 ; .lrt. - - '�.\ • .. - i7e :F%F2 +E a L.r r i F[ A'_s�i; ... r & _-s° . INDUSTRIES =,-r I �• +ti's' X10 IA' _ : +'j`�sf ARB:t 45:.AL'i�9C.Efif. t. . Ptf r P.EcCA.'", ---1 1' (5 :a• . 1; 4:4.4 LA 01; • .474. • -_ rt relr.al -1 I 2. N.- .... ,. - N N ._:•0 7/5 V AA' --■-! 7 • ;•^ i7A , LI ; f • itrk ?E PE 4.347 1 I' Sz$41mirr.! t7 ...,. : tF"*. :-._•••1 , ii • , :. , : il._.---4..-_ -_-. • : It.. , ,-,-...— • ..e-• ..,r1 : :::-t- " --•-•1 .2.., i--- 74 ' :,, I.; I'L.• — 5 i-p,NEAL ri.)"-L•r; OPT 50; LA INFOL TRIES *WA' E !32.7 _742?4 T • .,„, .. _ --..-;:..-- ...Z.,.::: •.',•'.11" 5.1 ky:■Tfl 12; fir'.... • -. - — -•--•;!-- : le - Aroqe1"-"..1.Fig ...-.; ASS APPEIllEt A.StraP-:. HT, I:a Parli ructqo Stot • '7, .:as szy a54 tO3 -1:4! r + L UMIN:JA C4 SE.VEI tee: ' C. -7 t\I Ic 4 . .. .. . . •?!..,:.>: , ,-- 4 - 1: \ .. .1 HEAL. SiLL J'A.M3 '• ! •!. - -I 3 .' " • • 2 s!=-= TES ;:2 & 4JALfS;s 51-iEETS S.PAr.,.:%C.', dr: Sir 2 :24.3*.JiVri" Ty S•; LL i • • .. - s • -.,.-- --......q 1 ...,„ : ::-.......,......, 3 1 "I 4 — , 5 ,.. • 4'1 5i5 3 5 • SOP' 7 ".(5,isi 7041 LT ite : INDUSTRIES 9 • . . A i & Ex SIO:v PRC)C- ES c! V. ! • " • r. • :•d.1 ;: Y!.... W zg: 1.579 t.; TS 1 FAXSR:, PGT INDUSTRIES At.05/21,/02 -01:= 13_::4: r-P11 ;Pa.e t'.'i 1 A M EDAC)E: PRODUCT (.:1)N'i 1,, ,, } NO ,:• .... .. v( - ;'C industr tc'$ )1170 "T'ecllnolu „y Drive Nokomis .rl., 3.1275 Your :tpplii;ttuon for Notice rifAccg)tancta NOA) c!f: ;Series 11)^101 Oulsl!s'ing French Door V under Chapter 4 oFt.he C.ntdc ( hli:atiti•f)tt& { c1u:ity` t;or crl'tiltE; illl: u,:i ctt ; \ l;:a;t:. lr. rvE;ttr :li;lk and ypts. Ci)rlStrt.uaiitn. ;i(),;1 ct t iplef y dc: :?erib d hci-1 :1t1, h..c; Hen meow Ior :u:c:cr.xicc by the 1;4i.uni f')ati:: ( : :`i)ttrtt)• 9.u■lc1ii:s..; Code CtlrtItlli ;art+ ::. 01 (l3(. :C'()) under the , :e!I:ditic)n, spceil i�c► ft =;IC:in. This NC.)A shall not be valid after :he expiralion d a(>;: stoked bt,loty, 11(2('O r(;:st:trve1: tile: ri:,ltt fl, ;; :cure thi,; product or material at any little; from or 1nanulac,turur':; plant far quality control testi;t.a. 11:1w; pioi.titct or rr',r)ti rirtl litii:t t,ri poifornt Ikt !bk.: ;:pprovcd mainer, 13( may rcvt)ke, modify. or :;ct,rrc:nd tll1: tti_ OI Stich product or material mini dialt.:1v. J,it,.( (.) wservC. -, the ri ,l,t Ic rt.'c'r.1l :t.`, this a1t1);p■ :s:', it it is drt;:Jnlines1 l:ty Fat ('C) that this puoili.rc.t ul' r1t:ltcrli. +4 4'1645 to nt::c't tkc re(ittirc:ttcl;ts of the South ;rii)ritl:i 13uildini2 Code. l'he2 expense of'such testing will be incurred by tho manor. icrtacr. ACCEPTANCE NO( l;r l7.fl5 d F. :X1'i12I::•S: (17/2'2/2(1(12 Raul I�uclri,;u�,i t'::`lut.► Product Control D. ic)11 :4: vF; F(T 1))i)ITIONAI., l'(1(:i;:S „ F()1 . 2 SPECIFIC AND (;F; . EIZ 1r c;,4>Nnrrtc)n 11)1L )iNc: C:C:!EiF: 1'R(1I)(1(:'r ItF :v1h:\V (:O iltrr°F1' :F; This application for l'rt3duct Approval has Cudc: :end Product R,cvicl+' (,:c);1m1ittcc; to lac forth above, APi'12011): O')/1,3/2001 \1l. M11.-1)Al)I.: ti1C' {'C•ltO.r.)r \t)r 1 ;1 „1.1: 1tul,.r'lN(.; cook. c: l.)\I t,11� + "s: csl rfCE ?.i :1A0 ti: \ut.: R 140 11'3,'1 t'1 „I�;t.l[Ic. > ;'It <1a'.l . SIJt l'1' 16 '2(3 111,11`.11• I:1.(11 t,1t1 ”;17,.; 3 101 PAN j' ;0.5 017\ I - HW 1.1( I: 1'1; SECTION l u1;. 1 :5.2 57.7 i'('S Co 171.2• )• ;r CnasTi: (.(1014 11I1'Ira IN 1 81)111 :(1 ( h:(li, 1111'I,NION 001375 375.211;' 1'n \ M5) )114‘ .l.t''� /zit r” y r G 6 boon revio'.1'i'd i, }' the 13CCO and approved by the 13uildinz oicxi II) N'l1a1111-I)ild C0•111tV I' 1(7134411 ka141or the i ;,)1'H11i 1(,;15 set t71 L L .. I' ranci$() .1. Ortilil:ut:t., R.A 13ir'el:titt Miami-1:)a& C. {runty Building L;tzcil. ()Mee 4745000 0 10721)00'' , 1(0rtiplac.wonDricu tr.r;vpt inch envet paer'. Jot 1ntente( nt:lil arJrrrecc: 1 cisMtstctcr+; �ilrnildingctiticti : +linn r l lrtirtu pair; litilw fv,∎t %+•,1it41+ling,':.041 ntrlin,'•1'trl+i PGT .INEUSTRIES At .05/ Viusi Teeh/Protrkssivc (,:tEPTA No,; J0 APPROVED SiTtvoilwr 13, 2001 EXPIRES NOTI .()F „A CC E PTA NC E: Sr Eel E1C CONDITIONS 1. SCOPE 1.1 11i; resist. and reisi.Aco ih Nunct: Acceptanc.,:. tqt.). 99-005,01, Ju'o 2. 19r.Y.). opprk:o. tt otIts.,61112. clecrilicd in 2 of Notict..; or Accc:ptance., di,tshned to comply +,vii.h (SITh(.1'.), 190 rditior for (...ourity, for Ott: locallons + the , ,14:Acrininisk1 (17,ht.pt.c.r 13, do no( cN..., h 1.)..2sit,?ii inclicatr,n1 ipproo,:d 2. 1 DESCR1l'Il()N 2.1 The Scrics 1A)-101 Otits‘sin, Aluminum French Doors.- and its compcmcnis shall ht consiroct.:(1 in strict c(nipliarlee With th ri:)110Wlq, clot:01;1,21)N: Dratvirtu No 9,1.1, titled r.klor'" th or 4, hy rwmtifachIcm'. 09/()Sii-)7 ;tad scilled ly Ithhcri 1.,, Clark, thc: tvlianri-1):1(1C uIitv PrOduLA Cnnt,;ol apprclval stamp tvith the Notice. or Acctotarico. nuinl.)cr and ;Approval ;Jaw by the Nil:A1 -D:16z l'Aodto Control [)ivision. C Oat rn n tS; hall herf hc rofQatt..<1;.{ as ;'.11i-,! Ipprov 3. 3.1 MITATI()NS approval applie:; to r.in14,1L.!. nipair or door.; door only, :;hown in ;ippm.ed tino.virgs. unit sha!1 tncLuk lescribet.1 in tli. activc apprc,val. 4• 1NSTAI.J.,ATIM .4.1 otit dr■or; zind ih; counpont.aAt: shall bk.: in'toilL:i1 ! con)pliaiwc ‘vith the.; Apprrivd 4.2 llittricaile protec.tion system (.:ihiatters) the ii lid unit I1 reilitivr. prolx:Aion 5. 1.,.4111.,ING 5.1 1?3C11 01111 i bt:;:r ri port tho tiartic (..■r logo, city, Azitt, ; follo Approved'. (. ItU11.41.1IN( R1';() Application for buitdiii pi2rinit shall be oc:corlpanicd 1)\.. (11 I he li 6.1,1 N oticc o Acccpia.nec 6-1.2 ifhiplivate i.)rthe cct' 2 oI thi Nolio: Accci)tatine, idearly wirked Cor th prnpo:,;ci.1 6.1,3 Aily (5;11N roquic hy the 13thkfin.;. (,)Ifici,11 or Code I...SI:BC:1 tn oilict to ;-±toporl 01' dik 1!;1;.!li C011t(01 Dki..5101't FA SR: PGT INDUSTRIES 1 , - 0 2 ; z 7 0 1 . : 4 3 0i =13:'=t:`:Phi Pa e 11 Vilt�'I rcc1!1 !'ttrFs,xivt ( l f s tfnrllrr v. 1. ACCEl' Nn,; 01. 0 "45 APPROVED : lispeuttler 20)1 EXPIRES ,Ittlr• 22, 2(U1 NQ r' S'I'AN RI. c ' t)N (tc,)t!e:wtif (;Il>11r•ct>, :11) tih;ill hr, cri'in5ii trail :111e'r a ti it s.vat aplrli ;,ttion i ;ls b Bert i ifc'tl and the original :Athinitted cloeilWtrntation, including tc',! ,.If pitrtirt} data, citgin.:.:crine, tioettin nti;, arc nil illtier than eight (R) years, 2, Any:,tnil all riltprtavetI ltrtitJrtrrs shall 1t4 (, +ttrlltt!tlCtttl)' I :;L7r :lt't! evitlt the laalittl Want;.', City, and th;.r 161ll3Wil4t! ?it;ttcinom: "NI into i•• Uade C.on try !'rcx ti r (:c}nlritl ;Approved ", or ,,s specilicatlly st :rt•J in 111 spcci$ic cc?rtilitiiins of iftis ,1c.clttauC�. S. Rurri: k l.if,.t:ccpuanc(: " tint late tionsitlatect if: A) .. 1"he :re 11;t5 bcun a c:f7,utt;e rn t Si:stith Florida 1.uiliiint1. C. :o lt;i allot tit% the evillitotion rtl itt ; product 31;(1 the frrt ?ctllt:t i:; trot iri Ct?111pSi4n. :e with llu; ^.,f)rJt rdr },c•"c; b) prtcJtlet iJ 110 longer Olt.: 11rik:ltlia (rcll'nlie :11) t1S the i)ttt; Qr p11131;y approv, :id; t:) if the r \c :t.<<lat;lr,t:c h :akJ r Ibis not complied %vitli all the retluirc:tltent,s saf thi:;.lcccptance, int lu l:n„ the correct installation of the product', d) 1'ltic ettginect" pt•t:prlrcd" sive:.d and scnit:c'. tht. rt,•r. }uirrrtl delci icnt<t;iun iuitinlI\ submitted ;s no longer pr;tctii:ing tit< ortginoctrinsr llrtticssictil. 4. Any rctvisirZn or r..hanuc: in thr. materials, nttr'. and/or i,urri f3cturr ;,f tltc procflicv or proc.Tcs sha 0.1 :utrnrn :ltic if y t7[' c anise fur tt:r"tttinittrittt r., t this Acceptance, c 7tance, irriles'i prior tvrrtten approval has bccn requested (Ihrnitg,lt iht' fitinu or rvv'i4i 1W aphlic.riiitn tvith 1ppretltri1le fix;) :,rd granted by rhiti Any or thr fall i vL' shall ;I!c' hr: grounds for rilmoval (tt' IJti Ac ecpta x't, : :a) t)nr;Atisfactory perform nI this prokloccs nr prcrc <:sq. 1)) v n! this Accept>nnt : e . a:t an endiir errs +;rtt < f tlrly Advert king or:my ±1thc'r rtirlto c. 1 Notice. ol'Accepl.iin c number preceded by the cvi?rcfs hIi;irlti- 1.)ade County, F(oricftt, rind 1011 by the expiration Oak: trtey be dit.pl,lvt :d in attvertising liscrutttrc" If any portion of the Notice tice :ai Accept :ince is disfthtyed, then it shalt he done: iW 'ts entirety, 7. A copy of IItiR r \ceept :nlLC i; t wi;ll ity ,'1ppr( t;d draw-M and tatht:r cftrcurnc ?ttl , tvhcrc r11;tll (u' provided to rhea user hy the niailctfut:turc'r or its distributors and Sh:111 h: avail:ll?Ie (or itt:ipcc(:m at the,jcIlt site at all tirttc. The engineer 'wed ilOt ri.drttl tltc L'Opes. t<. I ihrre to comply with any section of this t\ cc:ptancc shall be c<alsc for termination and rrntt,c t! ul' At: eptan 9" loth :t: Dr t' ct.pI un:.c,: rtyrr fists ctt"pit ; r:s 1, 2 and this t,1st p ;t>;c 3, Isllety 1, C :hamint, 1 Pt'yd.rct Cnntrt' 1 I. xatllirtcr Product Control Division END) OF THIS ACCEPTANCE -r- 5 k ------- !.1 :•`: =4E"%12 :• • ; 7 i -.• / A 1 i ri; • :1 it' t .. .f i : i ,t ' •::. . [ ' A f :!i•; 1 I •':'i' , = - 4 75. r 5. 4 : Trr' . .11--.:e.a.5_. --. :. C. 7 -.) i 5 :7- ' ' - • '---- l' -3 , - - ...... - ''....; • Z 3.‹ • . ,-...:- - • - - • - - 4 !" = ' • h 4 1 V: ..; , PI -7 ,•-• :".. ..f. .' ''. ■•(;,,, A , .71-,1 tri 1 — — -- -- — • • • 2. ) C. ) 5' e, 5, L_ : 13 . . L 1747 Pr:IL 3, Nr.(_ ! . ""•., •-•s L;1 5 E • ▪ • at-1 ! • ir• V !-; INDUSTRIES • 5. =,"_ ."; ' i.; L --•••:.-, ! ?.. .• .• -.: ,... • , _ .• I . . •.....-, I 3 ■ !..?.;-- .,.. , el • SP - ;Er! • A 5 PCJF -,. • 4- 7 . 2_; frii — ----.--- . i !!. - 71 . : .. . . . : fs ''. • ' ' i • • • " • • • 7.0F. i - 0 • • I t t : • - 0 • • ••• • •••■•••■- • "•;., t 4!: - • •-■ A-4 ▪ • • _ •. • - ••" RiZOi`qTAL. 5 CJO ..... "., vrA.,...-',--"A. . • .- k "..- .7 ..,.. , F.7.....7( ."..f.%, .7;:"C't i ,.." ,,..., t ...5. ! ' ''' i L. • -"."---'. '''''''‘. '''.. ! : ' • ----. k.; Aie--e_.1,--;—•-•• ---: .• .- : . . • .„'" . . • ,......,An Lt . . • FtiT 1N DUSTRI ES .1 - •-- - ;:. f --- ...1 , -, A ..._. . . Rot.....4-... L. 02.1i....P.E.. :"..'..-,i .yy. ',.y.--, ,--•-•.,-.! a ;7:-.7.. ..-- - *() " ''.' .... A • ,..:. ,..,...,-, A Nev. i•••..A. , , . 4 r ; : A•• A .9•A : fter ... .Sr..l...-z.i _ -., .! -, -.. 44 . . LT 11 1- • R.Dise..1 """-- — • " • suer. • LOX: • 3/ " PAC T rf kj,■... 6• 1 6.• .7 " INDUSTRIES 4 MIAMFDA[]E PRODUCT CONTROL NOTICE OF ACCEPTANCE Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh ,PA 15239 Your application for Notice of Acceptance (NOA) at Vinyl Framed 2" Glass Block LightWise Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shalt 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 faits to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0410.14 EXPIRES: 1110112006 Raul tcoongucz 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. APPROVED: 11/0112001 11384500011pc2000111empheesbiotfce acceptarccco er pagedot Internet mail address: postmaster (a)buiidingcodcontinc.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SURE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR LICENSING SECT ION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 7 Francisco J Quintana, R A. Dircctor Miami -Dade County Building Code Compliance Office Homepagc: http : / /www.buildingcodeonlinc.cow Pittsburgh Corning Corporation. ACCEPTANCE No.: 01- 0410.14 APPROVED: NOV 0 1 2001 EXPIRES: NOV 0 1 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a glass block PVC fixed 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 The 2" LightWise Window and its components shall be constructed in strict compliance with the following document: Drawing No. 2LW -1, titled "2 LightWise Windows —New and Renovation Construction ", Sheets 1 thru 2 of 2, dated 02/26/01, 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 of a glass block PVC fixed window, as shown in the approved drawings. 4. INSTALLATION: 4.1 The glass block PVC fixed window and its components shall be installed in strict compliance with thc approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, statc and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMITREQUIREMENTS 6.1 Application for building permit shall be accompanied by two copies attic following: 6.1.1 This Noticc of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in scction 2 of this Noticc of Acceptance, clearly markcd to show thc components selected for thc proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. Candido F Font PE. , Sr. Product Control Examiner Product Control Division -2- MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305- 795 -2204 B4ilding Inspection Request 4/0 / /67/3 0 r /QOA, - 21 Date � /���)) flfl'' ` r C �. I Type Insp' n W I v I� -�JII� J 1 (� . Permit No. OP 1 4 — I I v I Name VlJ r* Address �'T q 54-- Company V c w t NO. O . Phone # Inspection Date Approved Correction Re- Insp'n Fee