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BP2004-1542MIAMI -DADE PRODUCT CONTROL NOTICE Or ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court CONTRACTOR ENFORCEMENT SECTION Hialeah FL 33UI t (305) 375-2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375-2902 FAX (305) 372.6339 Maximum Impact Econoline Accordion Sheller under Chapter 8 of the Code of Miami - Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspen the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Buildi► Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99 -022 1. Expires:04 /06/2002 THIS IS THE COVERSI SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERA' CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building C and Product Review Committee to be used in Dade County, Florida under the conditions set forth abovi Approved:0 3 /06/1999 1 of 11111'/11 11111 i1 u111t11•,.s' pu. 111111\ IP1( i,)1111il1linl',cn1Irunlinl•.cum MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Divi• 0,Dzs, rancisco Quintana, R.A Director Miami -Dade County Building Code Compliant IIunui'; ' •: hllp: / /ww w.lul i Id i it 1, cudrnilline.c nm MetalTech, Inc. ACCEPTANCE No. : 98- 0728.04 APPROVED OCT 2 2 1998 EXPIRES OCT 2 2 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control 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 sealead the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A.'akar, P.E. - Product Control Examiner Product Control Division -3- MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. CONTRACTOR LICENSING SECTION 763 West 2nd Court (305) 375 -2527 FAX (305) 375 -2558 Hialeah FL 33014 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Maximum Impact .050 " Aluminum Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and QC Metallurgical, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 98-0728.04 Expires:10 /22/01 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 10 /22/98 -1- Internet mail address: postmaster@buildingcodeonline.com "ma*. MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 98- 0728.04 APPROVED OCT 2 2 1996 EXPIRES OCT 2 2 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 0.050" aluminum storm panel type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida $wilding Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 0.050" aluminum storm panel type shutter and — its - components shall be constructed in strict compliance with the following documents: Drawing - No: 98002, titled " 0.050" maximum impact storm panel ", prepared by Ramms Engineering, Inc. dated January 10, 1998, last revised on September 11, 1998, 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 hewinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 0.050" aluminum storm panel type 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. -2- � . ) 46 J -4 1- Helmy A. tear, P.E. - Product Control Examiner Product Control Division 112 6(Okt/6 ) 44 t Ax . /0 i O_O_u,2b ic.,, X 5 3, �� 5 17 ,�, n�,4c�- t.� n�t)��J > > � � js( ig 2 AJc1iiv 6 ,/ Ot'N) It 492l A6 J Urk s a 3 (7 50 a3 J. 4 3Y* (AiA)4)cI: 3P )1)A) 3(N:5(1 a..A-i..vt-6I 6J 5 gk5t Yk c.e-cirt.'4;h3 la ao 04 - J , 4v ✓ 4 t Itrr�.�. v F 7 ?0X10-6 2- N 04-- � 6Y u ri c 3 ? A &cots 05,9 • (/ anti �{ £A Qrad 1.00) 3 S Aeo_ott.DA4 5 3 V78 ft,U A-I1.1 /V5 1 J v T7 - 2 5x 5� g P r �cc U S'o .70 Ppttoy,b 650 10 ; b )66 112_ K 3 j2 __ pn ' / &x 3 X 3 4 )(1' 06 ---- -- w GLAZING PRODUCT TYP. MULLION N GLAZING PRODUCT GLAZING PRODUCT NOTES: 'ANCHORS TYPE. A ", "e•, or "C H . • • GLAZING • PRODUCT GLAZING PRODUCT w (2) WINDOWS MULLED TOGETHER iG F D.1S MAX. 6- = O!.1 CORNERS AND 24" 0.C. NOTE 11. 1. (3) PER JAMS UP TO . .38 3/8". (4) PER . JAMB OVER 38 3/8" UP • TO :84': (5). PER JAMB OVER ::84" • . UP . TO 96" (6) PER :,TAMS. OVER 96" .TYP. • :.. W2 A.T.W. ANCHORS: TYPE. A "S "' OR "C" H "^ A • H2 = (W /2) (1) WINDOW MULLED W /ONE ABOVE 16393 GLAZING PRODUCT GLAZING PRODUCT TYP. • MULLION H2 H1 1219 ANCHORS: TYPE. "A "8" OR "C" H 4 10 FN SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE 11. 110 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. - SE NOTE #1. W I W2--I H2 = ( w/2) j2 WINDOWS MULLED Y/ /ONE ABOVE ry S.H. r 6 37 0 MULLION ARRANGEMENTS CAN BE AS SHOWN OR ANY COMBINATION OF THE ABOVE. H2 H 1 / 16379 ANCHORS: TYPE. "A". 'B" OR "c C. S. #10223 H TYP. MULLION TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT - w1 110 FH SMS MAX. 6" FROM CORNERS AND .4 MAX. 2 4" O. SEE NOTE I f 1. #8342 11/r zry_r Feirokh Resekhl, P.E. Stru Des*). Inc. 121;20 SW 122 Ave. Miami, FL 33186 W2 W3 - H2 = .(Vw /2) (3) WINDOWS MULLED , ��, W /ONE ABOVEPItODUC j Y' E ACC E ?T.kNCE>J. 1 Q -OZ23• J h'9 `r #10228 v F L.L CONTROL D5 so CODE ° tit NCE O= . 1 3342 #8342 #10 FH SMS MAX 6" FROM CORNERS AND A MAX. 24 0.C. SEE.. NOTE #1. trc�5• IT - H2 H 1 F. G. APPROYE AS COMPLYING Y,ii T. SOI,T:1 FLORIDA BUiL!'NG CODE OAT PRODUCT CO:, ;.OL DiV!S:O BUILDING CODE ' COMPLIANCE OFT i . ACCEPTANCE NO.95 -0675• G_ DWG./ M95 -02 MUWON CONFIGURATIONS SHEET 1 o f 3 12/11/95 1 I I I 1 1{ i I i lI 11 1 I 1 I! 1 I 1 • I .! I! 1 1 1! I 1 • ! i ! I I ( 1 I I ! • 1 I i 1 1 1 1 i 1 I !! I 1 • { -' I f i► I I! 1! 1! I i i 1_.1__J; • I I I 1 1 I 1 1 1 1' { I I 1! �- 1 111 1111 1 1! 1 1 1 1 1 ill i1i 111 ' 1 ! 1 ! ! 1 I! 111 1111 1 1 I ■ 1 1111 111 1111 1 I 1 1 1 1 1 1 1' 1 1 1 1 111 I 1 1 1 11!1 111 1: 1 1 1 1 1 1 1 I 1 1 1 1 11 11111;1 1 1 • 1 1 1 1 1 1 1 1 1_1 ! 1 1 1 1 1 1 1 1! 7 1 l 1 1 i! i` I t ! Tm 1 - 1 • 1 1 1 1 1 1 ! i!! � r 1 1 m i I i 1_ i___.... I . L i_ . 1 -1 1 11I - 7 1 —i 1 i I 1 i .1 I 1 ! 1 I I i ! II !I111!1 — :111' 1 1 1 �■, 11 1 1;11111;.1111 1 i1:i 1 ?! I I 1' 1 _i j 1 . 1 - - - 1 I 1= I I I 1 1 ! 1 1 1 I 1 • • 1 I \ 1 1 1 1' { I I 1! 1 111 1111 1 1! 1 1 ' 1 ! ! 1 ! ! ! 1 1 1 I i l 1 1 1 1 111 111 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I ! 1 • 1 1 1 1 1 1 � m 11I :11111 1 1 1 I 111 1' 1 _i j 1 . 1 - - - 1 I I 1 1 1 1 .. i i 1. 1 1 1 i 1 , 1 1 1 ® : 1__ i 1 5'2 4 e _ _ I I ! • 1 I'0 113 100 PO 1J 60 50 .0 30 Mull Clip Giccia lior.s 37). 353 000 )15 000 315 000 205 251 000 255 000 235 CO3 215 0]0 135 CO3 1u .x0 55 OX 75 X0 55 000 I r • • 1 1 _i..r 1 I 1 1 - 1 - i I I I 1 _ _ I I . .! _ I i I _ 1 I 1 I — I I 1 I ' • '. i• 3 11 _•__1___1__.:.... i 1 , ' - 1 1 1 I .1 tI i .. { ___1 1 1 —= - 50.x0 —• -- 61.000 76.000 4.-0-1 CCO Mull Calculation Chart for 0i4 • 945-4 `"S("1- R 936-1 .'f lccl • 1 1 1 rr ._I _1 -- -- - L_.1 .. . .1 { 1 - I I I • I i i • i I . I ( \141 311 ST b. •adaarrti lap brxtam.xSleci 51VST b.< al•c6. — a - Ir.e reu tad 1' 20.1 i I \ Opva,aj 4'4:a is !acorn f =fr z / ?S Farrok; Resuk'd, P.E. 51ru .ua1 D!..e rt, Inc. 12920 SW 122 Ave. Miami. FL 33186 • 163 150 7.13 130 1—'3 113 • = i33 90 so 70 6• 50 a 30 8 (nc• to 5ar 1t7 I-�3 6-$ 375 1 x_so 6:3 I •--0.---56 000 —0- -61 000 —Z— 76 070 —+ —ja occl 9d.001 5.4.1 S6." 50... 0 65u11 Clip Ci!cu!o1ioos PRODUCT R ENEWE ACCE. ?T. N0.Ct -6223.16 EXP t`AT:oN DATE P PR!) ZOO! By P DUCT CONTROL Di S: SUP L .. COMPLIANCE ICE APPRCAD AS CC'1 .Yiti6 WIT; TriE SOviii rt'R'7` CO LE C:Y:S: •ti USE i.?:A.SC: OFFICE C:IJIt�:hv � _ Dwg. M95 -02 Sht. 2 of 3 U I I i L PILAW i{!vu JILL AM-rail 1 UK MULLLU YY1I'4UUVV5 .;Y4TH ,MULLION CL. — C FOR SERIES: 4000 SH, J ATW, 200 .HR, 6000 FI,. _ D GLASS, AND 700 CASEM ..: iT MULL CUP (SEE NOTE /1) 1 i 1' 1 YPiCA.L P. G. T. M!...1! !C;: 1 x.2 C,R ; x4 COLD IT SINK FCP /70 F.H. S.M.S. (SEE NOTE /2 FOR OTY.) � . 1 1 1 1 • 1 1 E Dr. MULL CLIP ix2 OR !x4 1.!ULJON NOTES: 1. CUT FLANGES OFF OF MULL CUP TO FORM A "U "— CHANNEL AND INSTALL AS SHOWN. . 2. (2) S.M.S. ARE NEEDED :;''.<• FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE WI EACH 017-1ER ON OPPOSITE SIDES OF, MULLION.;' SPACING IS SHOWN FOR 47 MULLION. ,- 1 1/2" U!N. PENETRATION 0 - S (3) ...tvL SID= (2) C•`•i OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE /2. r J TYP. WINDOW 1 SH, Al r/, ? 3/ 6" - '? CON 1 1/2" MIN. PENETRATION. MULLION TO MULLION INSTALLATION TYPE "A 3/4 FOR 1x4 3/4 FOR 1 3. ALL FASTENERS ANCHORING MULL CLIPS TO OPENING, . M.1N. 3/16" TAPCON x 1 1/2" PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS . MUST: BE DADE COUNTY APPROVED. i YP. MUL LION 1x2 Cr? 1x4 -- G. 2 1/8" BOTH . MULLS /10 F.H. S.M.S. (3) FOR _4" MULiION _ (2) FOR 727 MULLION SEE NOTE /2. (Y /tz //1 S_ Farrokh Re ekhl, P.E. StuctJrat Des!gn. inc. 12)720 SW 122 Ave. warp!, Ft 33188 1 NOTE: • P.C. T. MULLION 1x2 OR 1x4 i r � I 1 ! i5 "I I I I i( 11 11 N O Tr: WOOD FUCK REMOVED TO CONC. P.C.T. l.1:,' 1x2 OR !x4 11" r" I T . (2) S.M.S. APE NEEDED FOR EACH SiDE 1 N 24 MULLION SF.4CE S.M.S. AS VOT TO' G.-_ WITH EACH, OTHER CN Oi S!CES OF MULLION. SPACING IS S-0; 'N FOR ". ti!ULL;C;V. WOOD BUCK 1. (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2 MULLION SPACE S.M.S. AS NOT ' TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING !S SHOWN FOR 4 MULLION. 4 WOOD / BUCK 110 F.K. S. M. S. (3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OT:-: ER.) SEE NOTE 1I . 2 1 9077-i MULLS TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE . "C ". S.M.S. (3) ONE SIDE (2) ON OPPOSiT E (50 AS NOT TO INTERFERE NTri E4CH OTHER.) SEE NOTE /1. 2 1/8" B077-I MULLS 2. .4 FASTENERS ANCHORING MULL CLIPS TO OPENING, MIN. 3/16" TAPCON x 1 1 " PENETRATION INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. 1. 3 .3/4 FOR 1x4 I 1 3/4 FOR 1 x2 r 2 ALL FASTENERS ANCHORING MULL CUFF. TO OPENING; MIN. 3/16" TAPCON x 1 1/2" PENE RA %"N INTO CONC. OR � _PRODUC i GENE tI L__ BLOCK STRUCTURE .'J ALL FAST__., MUST 85 DADE COUNTY APPROVED. _ -- _ AC .3 3/4 FOR 1 x4 I - i 3/4 FOR 1x2 WOOD FUCK d 10 r.!-!. S.!.4. S. (3) FOR 4" MU_LIO\ (2) FCR 2 MULLION 5 .^ _ t��TE /2. P CONTROL. D1\15 BU,L GDECO.'r'LL- \r_Fv;._. APFF;OVED AS COMPLYING WITH T SOU r! G4!LA U! COs ROOGCI CONT OL CiY!SiOI SURGING CODE CCtaLIANCE C•F ACC:P P,NC: WO 00 UCK /!0 F.H. S..M.S: (3) FOR 4" MULLION (2) FOR 2" MULLION SEE NOTE /2. DWG./ M95-02 MULUON ANCHORING CONDIT). SHEET 3 of 3 • 12/11/95 12 • 13 11 11 9 10 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8" MIN. EMBEDMENT 1/4" RAIL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES tt iX? j ?XLiL�i�i�LiIiI�LXLYLYL�� ?141 LPL TaL 1- (MASONRY SCREWS) 1/4" RAW- PERMA -SEAL TAPPER 1/4" ELCO PANEL MATES 1 1/2" MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK 1/4-20 x 7/8' , 1/2" DIA RAWL CALK -IN (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT ROBERT MON PE EB='0006024 PRT"S ENGINEERING, INC SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VER /FY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. APPROVED AS COMPLYING WITH THE SOUTH FLO'IDA BUILDING CODE DAT BY PRODUCT CO OL DIV:S ON BUILDING CODE COMPLIANCE OFFICE f O9/11/98 RESIO V 0 Z � e w F W sEP /✓RB/RSu 01/� /98 SHOWN 98002 SOT 6 ', 7 c O W ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UP TO 71.5 PSF POURED CONCRETE CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE PANEL ED. A I B I c I D E A I B I C D I E A I B I C I D I E I A I B I C D I E 68" SPAN 3 16 13 : 11 13 16 13 9 13 16 13 7 13 13 13 13 16 13 ° 13 16 13 ....10 , 16 s 13 ' 8 13 13 16 13 9 ' 13 • 13 16 : 13 11 : 13 • 13 ..... ..... 13 . 13 .. 16 : 13 7 13 13 16 13 9 13 13 : 13 13 16 13 6 13 13 16 13 7 13 13 r �i I 1 1/4' 1/4" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8" MIN. EMBEDMENT 88 SPAN 3" 16 13 8 13 13 16 ! 13 10 13 ' 13 16 8 7 12 13 16 9 8 12 13 16 13 7 13 13 16 • 13 • 8 13 13 16 8 6 • 10 : 12 16 8 : 7 11 12 16 13 5 13 13 16 13 6 13 13 15 7 5 9 10 15 7 5 9 11 r 1 1/4 105 span 3 ' 16 9 7 12 13 16 . 9 8 12 13 15 5 6 7 6 15 5 7 7 6 16 8 6 11 12 16 8 7 11 12 14 5 5 6 5 14 5 6 6 5 15 7 • 5 10 • 11 15 7 5 10 11 12 4 4 6 5 12 4' 4 6 5 r 11/4" 123" span I p 3' r 1 1/4" 15 �. ^. ,t,,....:::„.::,:.‘, ": ^ _ \`\'''' ' k- her 5 6 7 6 15 5 7 7 6 - ,.. a ' VV-* r ��n.. • \ti• w•ti \ , u S . m iova .`c r ,' - , �a \ ` q 14 5 5 6 5 14 5 6 6 5 r - ��.? � �ru ' `, .... .... r � ` lo m o � • ti`m ; ��co c z� • a,. �>• ar"*��i 12 4 4 6 5 12 4 4 6 5 n 3.. 16 13 10 13 ' 13 16 13 8 13 • 13 16 13 8 13 13 14 13 - 7 13 13 16 13 7 13 13 15 13 7 13 13 16 13 7 13 13 13 13 6 13 13 16 13 6 13 13 14 13 6 13 13 15 13 6 13 13 12 12 5 12 12 68" SPAN r 1 1/4 Lt-- ; \' 3 " 16 13 8 13 13 13 10 6 13 13 15 7 6 10 11 . 11 5 5 7 8 16 12 6 13 13 12 9 5 12 12 13 6 5 9 10 10 5 4 6 7 14 11 5 13 13 : 11 8 4 11 11 12 6 4 8 9 9 4 4 6 6 1/4" RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE) 1 3/8" MIN. EMBEDMENT IN CONCRETE 88" SPAN , r 1 1/4" 3 " 15 7 6 10 : 11 11 5 5 7 8 13 4 6 6 5 9 3 4 4 3 13 6 5 9 10 10 5 4 7 7 11 4 4 5 4 : 8 3 4 4 3 12 6 4 8 • 9 9 4 4 6 7 10 4 4 5 4 7 3 3 4 3 105" span , r 1 1/4" MIN. EMBEDMENT IN BLOCK 1 1/4" 3" 13 4 5 6 5 9 3 4 4 3 Z'vt `. 11 4 4 5 4 8 3 4 4 3 .. ... ... ... y L .N+Z) h/" t'�Y.?`J T A 10 4 4 5 4 7 3 3 4 3 :. � . Y. Ae ,L. > \ M., x hqr 123' span • r VARIOUS HEAD TYPES 3 16 13 13 13 13 : 16 13 12 13 13 16 13 9 13 : 13 16 16 13 13 13 16 13 7 13 16 16 13 7 13 13 16 16 10 13 13 15 13 6 13 15 16 13 6 : 13 13 16 16 B 13 13 14 13 5 14 14 ' \1•f ` '` `' Ott t `f ` Ei i, "�. }I1i�IXi�I�i�i,. IhL�c� 68 SPAN r Mi , G ..� 1- IrI�4 '41-1 1 1 16 13 10 13 13 -' 88" SPAN 16 13 12 13 13 16 12 7 13 13 16 11 10 13 13 13 6 6 : 9 .... 16 13 10 13 13 14 : 11 6 13 13 16 10 8 13 : 13 12 6 5 9 8 9 1 - 1.1 - �ItI1I -\II: r (MASONRY SCREWS) 1 1/4" 16 . 13 : 8 13 13 13 • 10 5 i 13 13 16 9 7 12 13 11 5 4 7 8 1/4" RAWL DERMA - SEAL TAPPER 1/4" ELCO PANEL MATES 1 12" MIN. EMBEDMENT IN CONCRETE 105" span r 16 11 10 13 16 '. 10 8 13 13 13 6 6 9 13 - 12 6 5 8 13 11 : 5 4 7 10 16 7 8 9 7 9 16 6 7 8 6 11 4 S 5 4 10 4 4 5 4 9 3 3 4 3 2 1 1/4 16 . 9 7 12 8 16 6 . 5 7 6 1 1/4" MIN. EMBEDMENT IN BLOCK 123' span r 1 1/4" w :y:?h. `:w 44.,. h M yy.'b_'�' `?:b.Uy :4,/-r,..L.w•• +- .- 4.-23w-i`v G.^ ..tw' 16 7 8 9 7 1 4 5 5 4 . - x -. x ,.,-. . � 3y : ,.-- < 16 6 7 8 6 10 4 4 5 4 „�....1 sti "" �' — ..,„" r %'s,, - . . a -aa � .. <y� .!�> "fix �, � --�• .rti =�n`- .. 16 : 6 6 I 7 6 9 € 3 3 4 3 ?-.; - -,_ . -4 . z .,.:M.:. - 0.47. �, y<.�:a.. H._ :� :. .i 3' 16 : 13 13 13 13 16 13 9 13 13 13 16 13 8 13 13 13 16 13 6 13 13 16 ' 13 13 13 13 ! 16 13 8 13 13 i 16 13 6 13 13 i 14 13 5 13 13 68 SPAN 25- 16 16 13 ` 13 13 11 13 16 13 11 13 16 13 9 13 13 13 13 r 1/4 x 7/8" , 12" DIA RAWL CAUL - IN 8" SPAN r 16 13 13 13 13s 16 12 7 13 1 3 16 13 11 13 13 13 6 6 9 10 16 13 11 13 13 4 14 • ' 11 6 13 13 16 12 9 13 13 12 6 5 8 9 16 13 8 13 13 13 10 5 13 13 16 11 7 13 13 11 5 . 4 7 8 25- r (MACHINE SCREW ANCHOR) 7/8" MIN. EMBEDMENT 105 span 3 " 96 16 16 16 16 16 93 11 13 13 13 6 6 9 10 16 i 8 12 9 13 13 12 6 5 8 9 16 : 8 11 7 13 13 11 5 4 7 8 16 € 7 9 11 9 11 4 5 5 4 7 10 8 10 4 4 . 5 4 6. 9 7, 9 3 3 1 4 i 3 2.5- IN M 1 " NI 8 9 11 9 11 : 4 5 5 4 . ' " ,;. ,"' ::.;4K.:..:,. .,, ,, ' `' 8 7 10 8 10 : 4 - : 4 5 4 f�4.� `4 r� ii. 7 6 9 3 3 4 3 4 .' : � 5 123' span • A N C H O R S C H E D U L E ROBERT S. MONSOtJR, E B O 06024 PAT'S' ENGINEERING, INC. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. 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 . APPROVED AS COMPLYING WITH THE SOUTH FLOR DA BUILDING CODE DAT �� = ' ' — 19 BY PRODUCT C' ^"'OL DIV S ON BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO (1,t ' O ag REVISIONS 0 9/11/98 sP AIME SEP /✓RB n.ioro 01/10/98 v awN 98002 5 0 0 z 0 0 W 0 0 n h m 0 BY ■ WOOD APPLICATIONS UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA. SPAN A B C D E A B C DE A B C j D E A BC D E \�� BRASS WOOD BUSHING 1/4 68" SPAN 14 13 5 13 13 11 8 4 11 11 9 4 4 6 7 8 3 3 4 3 12 . 12 5 • • 12 12 9 4 3 6 7 8 3 3 4 3 tai nw Cy L ''.`1 "C� ,:; ; '��a.`- . �;, z �. � <:n�h"C � n ......:. n:...., - ..... -m 15 13 6 • 13 13 12 • 6 5 8 9 10 4 4 5 4~ ?. --ZM�` `: M aw— .av '�\�'^»' . V' ..; a„ M..:. w u:.: y^ ._ 16 13 8 13 . 13 14 7 6 9 10 12 4 5 6 4 -, .-+ro 10 7 . 4 . 10 10 8 3 3 4 3 9 4 4 6 7 88" SPAN 7 3 3 F �q 105 SPAN '� ::k... \ \ ` °. \\ >1'\\: �. �� \� ,� \M Q \_ \ .Y \ N �� -\,\ a \,~o.,� s. :a"au�a� ... \b h . \sE. ;\\.., o.var. h 14 9 6 13 • 13 10 4 4 5 4 ,.� ‘\ ,�� .;.w. ,� . \� ' � — �`.� v �f b �M., \�> r 7 >rf 1 "^ \@ .M\ .,.\.'\ •. 12 6 5 8 9 9 3 i 4 4 3 1" MIN. PENETRATION 123" SPAN P 1/4" 68" SPAN 16 13 8 13 13 88" SPAN 14 • 11 6 13 13 WOOD LAGS 1" MINIMUM TREAD PENETRATION 105 SPAN 12 6 5 8 9 \\ \ .a4 "t`c\ �` . ..V" .. ii ".`^ a ''x .� � . =-- \+ g. a\ z. 16 10 7 13 13 ....... 12 5 ,_,,,,.. 5 w \at y a\ a s'C ` ^w\cc: �. I r ` ` \ cr 1 a L:••- w� = v~c. C \s ti :.... ,1�°\ z ' 14 7 6 :...9. , 1 123" SPAN 10 4 3 5 4 16 13 10 13 13 16 13 7 13 13 " ` - .� V��' = \ \ - - -> 5/16" 68" SPAN 88" SPAN WOOD LAGS 1" MINIMUM TREAD PENETRATION 105 SPAN 14 7 6 9 10 °' w P a < `. q , Rrw . 123 SPAN " ..... .. 12 4 5 6 4 o., c z .r - ` " `" S-'��'. . ` . -Tr\ \t › �� 3i8" 68" SPAN 16 13 11 13 13 16 13 9 13 13 16 8 7 10 12 14 5 6 6 5 16 12 8 13 13 : 14 ` ^ 5 6 7 . 6 y 16 8 7 11 13 13 4 6 5 4 88" SPAN 16 13 9 13 13 16 8 7 11 12 13 5 6 6 5 WOOD LAGS 1 MINIMUM TREAD PENETRATION 105" SPAN 123" SPAN : r m ?: � _. ;: 4)r ter: �rcx r.,,; : 7/16 68 " SPAN 16 13 12 13 13 16 13 : 9 13 13 16 13 10 13 • 13 16 8 8 12 13 15 5 7 7 . 6 16 13 9 13 13 16 6 7 8 7 16 9 8 12 13 14 5 • 6 6 4 88" SPAN WOOD LAGS 1" MINIMUM TREAD PENETRATION 105" SPAN 16 9 8 12 13 15 5 7 7 6 ... > .... . :....:.. 123" SPAN —._-� ,...:. :. :. :. _ ., .,...,� ° 1•37151 ,... _' - -r -r- r PANEL MATES THREAD PENETRATION 1/4" 68 "SPAN 16 13 8 13 13 15 13 6 13 13 12 6 5 8 9 10 4 4 5 4 tM'...... 41 ,.. gF .,.;,, a, ?a 14 9 6 13 13 10 4 4 5 4 12 6 5 8 9 3 4 4 3 88" SPAN . 14 11 6 13 13 1/4" ELCO 1 7/8" MIN. 105" SPAN 12 6 5 8 9 � F wd' .�� r z \� s ... s r .,,. , w ,, a ... .., x fi r. 123" SPAN 10 4 3 5 • 4 am- 1/4" 68" SPAN 16 13 8 • 13 : 13 15 13 6 : 13 13 12 6 5 8 9 10 4 4 5 4 14 9 6 13 13 12 6 5 8 9 10 4 4 5 . 4 9 3 4 4 3 WS "- 1/4" 1 7/8" MIN. \- : C 1 g rl\S5-‘V:C; ELCO PANEL MATES THREAD PENETRATION 88" SPAN 14 - 11 6 13 13 105" SPAN 12 6 5 8 : 9 a '" �" ~ a .rt .. su \ r Ya t a. a�`3 a. . aa•e.�.� ' a „ - ::C h v y- -=cK ,.v . � :.;7. �- .... � �.. ,, .._.: � :.:>; -� vM;�. y -�y . :,, n .q-. 123 SPAN 10 4 3 5 4 ..^-- ...... �„_ .t.. .:� : � x ' - ��,.,.,., , _ :u A N C H O R S C H E D U L E NOTES: SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SFEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO 1 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDI77ONS THAT ARE NOT ACCEPTABLE. IT SHALL BE 7HE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 7HE SOUNDNESS OF THE STRUCTURE TO WITH STAND 7NE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO W000, CONCRETE OR MASONRY. • `' •I t : ROBERT S: "MONSOUR, PE EB- 0006024 PRTIT ENGINEERING, VIC APPROVED AS COMPLYING WITH THE SOUTH L0 !DA BUILDING CODE D ATC �� ••' ... • Q BY PRODUCT CO ; sL DIV S ON BUILDING CODE COMPL.ANCE OFFICE ACCEPTANCE NO. 1$' • REVISIONS oY 09/11/98 SP u w Z SEP,RB� 1 01 /10 /98 94 ww 98002 SOT O 3 OESIGN PRESSURE PANEL SPAN 44.40 123" 47.81 120" 51.23 117" 58.06 112" 61.47 110" 66.85 106" 71.46 102" 75.30 97" 81.45 90" 86.83 84" 91.44 80" PANEL HEIGHT 0=68" over 68 over 96' -123" WALL MOUNT 2 5/8" 3 5/8" 4" INSIDE MOUNT 2 5/8" 3 5/8" 4" BUILD OUT 2 5/8" 3 5/8" 4" PANEL HEIGHT 0=107" over 107' -123' WALL MOUNT 2 13/16" 3 3/16" INSIDE MOUNT 2 13/16" 3 3/16" BUILD OUT 2 13/16" 3 3/16" . THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. U .050 ALUM 8 a FRONT VIEW SIDE VIEW 1 123" MAX. PANEL HEIGHT NO PANEL S7R4P IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1/4 -20 STUD WITH WINGNUT 12 1/2" O.C. 1/8" X 3/4" FLAT ALUMINUM BAR SIDE NEW FRONT VIEW DETAIL "E" MAX /MUM GAP BETWEEN PANEL AND HEADER IS 1/4" (TYP.) DETAIL "F" 3, 8 FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16" DIA. CIRCLE DETAIL "G" EXPLODED ASSEMBLY 8" DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOAI NO NOR. OR S7LL HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY .050 ALUMINUM MAXIMUM IMPACT` STORM PANEL DETAIL 3, 4, & 8 ON SHEET 2 cel z o. DETAIL 3, 4, & 8 ON SHEET 2 WALL MOUNT ANCNOR/NC PANEL TOP & BOTTOM WITH STUDDED HDR/SILL FRONT VIEW SIDE VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 V HEADER GLASS DETAILS 3,4 AND 8 ON SHEET 2 . WALL MOUNT WITH HDR AND SILL ll • ROBERT` S..MONSOUR, PE EB- 0006024 RAMS arclNEERI11G, BiC 1 123" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7,9,10 AND ON SHEET 2 TYPICAL SECTION .VIEWS DETAILS 5,7.9.10 AND 11 ON SHEET 2 BUILD OUT WITH HDR. AND SILL 11 DETAIL 2 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAIL 4 ON SHEET 2 INSIDE MOUNT WAN HDR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT a•', 9 BY PRODUCT CON ' OL DIV S ON BUILDING CODE COMPLIANCE OFFICE ACCEPT4E.NO qQ - 019.0.• D 4 REVIStor.LS 09/11/98 6Y SP r SEP / JRB 01%10/98 sHO rrnr 98002 sax 4 ' 7 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY 4 CONNECTION TYPE ;"' . °E.D. REFER TO DEFECTION CHART GLASS NE l= CIL ms STORM PANEL CONNECTION 1/4 -20 FLOOD' PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO W000 DETAIL 19 NOTE: SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 15 SERVE THRU WINDOW STORM PANEL THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 1.3 NOTE* 1 1/4" MAX /MUM W000 COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL b 1 NOTE 3/8" 77-IRUBOLTS 9 1/2" O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" O.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "C' HEADER or SILL DETAIL 16 4.4•: • NOTE:* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD WITH WASHERED WINCNUT • HEADER OR SILL . WOOD, CONCRETE OR MASONRY E . CONNECTION TYPE "A" REFER TO DEFECTION CHART ®or ®HEADER or SILL R ® COWTTNUOUS BLOCIONG 1/4' ANGLE DETAIL 20 ADJUSTABLE HEADER OR SILL GLASS A7. a7L m STORM PANEL TION TYPE "A" 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL W000, CONCRETE OR MASONRY SCREWED OR BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 12' 0.C. DETAIL 17 or HEADER or SILL 1/4 -20 MACHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" O.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM . / PANEL HEIGHT 109" MAXIMUM SEE ANCHOR SCHEDULE CONNECTION TYPE "A" REFER TO DEFECTION CHART S7UCCO FINISH NOTE: PANEL SECURED WITH WASHERED WINGNUTS AL CX. ore STORM PANEL ROBERT S. MONSOUR, PE EB- 0006024 Rrt1'IS Q1GINCERI11G, IflC (Do '1 5TUCCO INSTALLATION CONNECTION TYPE "A" DETAIL 14 SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 NOTE* ."' CON &CTION TYPE "A" CLASS 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 W000, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE . • s A' 'MIN /MUM 2 X 4 EQUAL TO #2 SOUTHERN PINE YY1FH'055 SPECIFIC GRAVITY AND STRUCT,U,RALLY PART OF THE FRAMING STRUCTURE • :. ," . � fIRFSCiC U RELY ATTACHED TO FRAMING STRUCTURE - APPROVED AS COMPLYING WITH THE SOUTH 6.0 & DA BUILDING CODE • DAT ' • • 9 BY ! PRODUCT CONT °' DIV :S:ON BUILDING CODE COMPUANCE OFFICE ACCEPTANCE ND. 9 i' 0115 3 -04 REVISIONS EY 09/11/98 SP ■ 2 5 G � 3 • SO / ✓RB / RSV o1TO /97 Y awns 98002 sat E :: -d . SEE ANCHOR SCHEDULE NoTEil': CONNECTION TYPE "B" .500 DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" OBSTRUCTION HEADER or SILL DETAIL 5 .500 FLOOR PLUG AND AMCHINE SCREW ANCHOR 12' O.C. FULL STORM PANEL (Trip.) HEADER or SILL DETAIL 9 SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED TO WITH A MAXIMUM MUM ADD -ON OF 3' FASTENED TO PANEL BY THE USE OF /64 POP RIVETS 3/16' TUBULAR RIVETS OR 10 -24 T U B0LTS 16' 0.0. SEE ANCHOR SCHEDULE CONNECTION TYPE "B" R O FLANGE MAY BE REVERSED - 1/4 - THRU BOLT W/ LOCK NUT 12' 0.0 OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS BLOC/ONC 2 PIECES FASTEN TOGETHER WITH /54 RIVETS OR /8 TECK SCREWS 12' 0.C. DETAIL 2 RETURN PAK ANGLE, TUBE' OR WOOD MUST BE USED ON ALL BUILD OUT CONDITIONS la CLOSE OFF ENDS 8 RETURN PAN VARdOUS Sffi 1/B X 1 1/2 FLAT BAR l SILL #G STUDDED WITH W flS , • SEE ANCHOR SCHEDULE CONNECTION TYPE "C" C HEADER or SILL PLAN VIEWS DETAIL 12 A, B, C & D NOTE* 7 5/8" MAX. SLOTTED MOUNTLMC HOLE AMY BE USED D4 CEVTER WEB OF PANEL. TYR FOR ALL SPECUL PAN APPLICATIONS R O HEADER or SILL WY BE INSTALLED IN REVERSE DIRECTION OR O CONTINUOUS BLOCKING 3/16 ANGLE 1 MIN. BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' 0.C. USED AS HEADER OR SILL SEE ANCHOR SCHEDULE CONFECTION TYPE "E" DETAIL 6 1/4 -20 X(J LOCKmff 6'-6' mom soma, ONE VOA SCE HEADER ON TOP Sill ON BOTTOM i- 1/4-20 x 3/4 KNURLED STUDS PATH WASHERED WINGNUTS (TYP.) ' INSIDE CLOSER PAN ASSEMBLY PAN HANDLE DETAIL 3 RO HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" CONTINUOUS BLOCKING R t 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' 0.0 USED AS HEADER OR SILL FLOOR PLUG AND AMCHINE SCREW ANCHOR 12' 0.0. ORO CONTINUOUS BLOCKING 3 /15 ANGLE 1/4 -20 MASHINE SCREW ANCHOR 11I77I SIDEWALK BOLT • • • ■L_ OR 1/4' MASONRY SCREW 3 0.C. 3° YIN-. EDGE DISTANCE •EO '°� - E4- POURED CONCREic ONLY MAXPAUM PANEL IE7» 4T 96't' •. :. DETAIL 10 OPTIONAL IISE OF 7J/i ANGLE FOR PURPOSE OF E•TENWNG WALL E. • NOTE* • MAXIMUM GAP BETWEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4' AS NEWER FROM FRONT VIEW PANEL NOTCHED AT BOTTOM TO PASS OVER STUD AND WINONUT DI SILL (EACH SLOE) CONNECTION TYPE "C' DETAIL 4 11i�111;;a � CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL EO 9' M41040. M E0 NOTE: * SEE ANCHOR SCHEDULE CONNECTION TYPE "A" \E.D. E.D.\ WINDOW OR DOOR OPEIWNG ( STORM PANEL • ROBERT- S: - MONSOUR;' PE EB- 0006024 VIINT ENGINEERING. AIC. 2 3/4" MAX. NOTE* MAXFRN MACI STORM PANEL ^r HORIZONTAL INSTALLATION ELEVATION OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE NOTE MAY BE MOUNTED VFRTTC4(LY OR HORIZONTALLY DETAIL 11 WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE ..',OR . SCICURE4 ATTACHED TO FRAMING STRUCTURE r. VERTICAL INSTALLATION ELEVATION RI SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE 50 CONNECTION TYPE "D" OR O CONTINUOUS BLOCKING BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 12' ac. R O CONTINUOUS BLOCKING 1/4 -20 x 3/4 KNURLED STUDS WITH WASHERED WINCNUTS 12 1/2' 0.0. (TIP.) IT SHALL BE THE RESPONS /BIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. APPROVED AS SOUTH FL DAT BY PRODUCT CO, AL DIV'S ON BUILDING -CODE COMPL:ANCE OFFIC E ACCEPTANCE NO. kt" COMPLYING WITH HI BUILDING CODE 9Q REVISIONS 6Y 09/11/98 sip Cv w z e G N C 3 1' m w SEP / ✓Re / RSM 98002 sal t- 4 .090 2 3/8' FLAT 84R P2 2° .050 MIN. 1 3' • N VARIOUS DEGREE CORNER PAN .050 MIN. CORNER PAN 7/8' 1 3/32' 3 7/32' 3 1/32' 3 7/32' 1 3/32' 7/8' 1 1 1 MOUNTING HOLES 12 1/2" 0.0. 2 1/4' T1 7/8' 3/32' 1 CROSS SECTIONS N N S Y —r 3 /8 ' -f--r Cu � 1 N~ 1 .093 .09J 1 29/32' VARIOUS TYPES OF F - TRACK NOT SHOWN 1 1/2' 3 7/32' .090 2 3/8' RETURN H 2' .060 MIN. N X 1 3/32' VARIES 5' maximum SPECIAL NET PANEL SECTION 0l-314" �� VARIES S ` BLOCKING 1 TYPICAL ? 1, VARIES 3' MAX. N .060 MIN. STUD MAY BE /NTALLED IN REVERSE DIRECTION .090 5 13/16' 2 ' L3H 1/8" MIN. j, 2 1/4" ALL STUDS 3/r ( 119. ) ALL APPLIC.0704.6 ANGLES STUDDED /N lIVGZIIDES STUDDED TJ SHORTER LEG ONLY c LJH� 1/4 -20 X 3/4 18-8 STAINLESS STEEL K 1/2" 0.0- URLED STUDS 12 RFFFR TO APPUCITIONS ON SNIMTS 2 & 3 ANCHOR MOUNTING HOLES LOCATED ON E777-07 HORIZONTAL OR VERTICAL LEC, STUDDED ANGLE DETAIL 1 /8" x 1 1 /2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES W/TH: SF.B.C. 1994 EDITION FOR DADE COUNTY, SOUTH FLORIDA BUILD.WG CODE 2314.5 FATIGUE LOAD ILa l /NC AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF SF.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL STORM PANELS SHALL BE: .050 5052 H - 32 ALUMINUM OR EQUAL SMOOTH OR EMBOSSED WITH A NOMINAL WIDTH OF 12 1/2" THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY. IN ACCORDANCE TO THE DETAILED SPECIFTCATTONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4" DL4. RAWL LOK /BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 — MIN. SHEAR 1520 — 1 1/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 — MIN. SHEAR 1270 — 1 1/8" MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK —/N ANCHOR ( MACHINE SCREW ANCHOR ) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 — MIN. SHEAR 1730 — 7/8" MIN. EMBED. IN CONCRETE MIN. TENSILE 880 — MIN. SHEAR 1340 — 7/8" MIN. EMBED. IN MASONRY 1/4" PERM4 SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HERO TYPES) . M /N. TENSILE 1520 — MIN. SHEAR 1980 — 1 1/2" MEN. EMBED. IN CONCRETE f MIN. TENSILE,{ 880 — MIN. SHEAR 1270 — 1 1/4" M /N. EMBED. IN MASONRY 1/4" ZAMAC NAIL /N BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 — MIN. SHEAR 1400 — 1 3/8" M /N. EMBED. IN CONCRETE MIN. TENSILE 730 — AAIN. SHEAR 1320 — 1 1/4" MIN. EMBED. IN MASON ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" STEEL LAGS OR LARGER WITH 1" MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4" ELCO PANEL MATES W/TH 1 7/8" MIN. THREAD PENETRATION. REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH. INC. HL4LEAH, FL " " DADE COUNTY PRODUCT CONTROL APPROVED " WARNING TO OWNER OR Tr7VANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING. STATING ' STORM PANELS WILL NOT OFFER HURRI 4NE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REOURED PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS, NOT IN USE. MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME. • ROBE S. MONSOUR,•• PE • EB= 0006024 NT}S C1GINEERING, INC APPROVED AS COMPLYING WTI WITN TN_ DAT: BY SOUTH FOR! I ' BUILDING CODE PRODUCT CON ! DIV S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q6' OL .050 REVISIONS 5Y 09/11/98 SP w D� /JO /9e SHOWN 98002 N a H N W SEP/✓Re/1SN 15:42 AUG 29, 2000 ID: PGT INDUSTRIES 4 MIAM). PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: . -. (305) 375-2902 FAX (305) 372 -6339 Series SH 70I .4lurinum Single Hung Window - Impact Resistant under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant , along with Drawing No. 4040, sheets 1 thru 4 of 4. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements ofthe South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0223.01 Expires:10 /22/01 TEL NO: (941) 480 -1900 *97589 PAGE: 2/8 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 au - o• iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 10/22/98 -1- Internet mail address: postmaster @huitdingcodeonline.com Ls anger, . Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.eom 15:44 AUG 29, 2000 ID: PGT INDUSTRIES • Vinyl Tech/Progressive Glass Technology TEL NO: (941) 480 -1900 #67589 PAGE: 3/8 ACCEPTANCE No.: 98- 0223.01 APPROVED OCT 2 " 1998 EXPIRES : OCT 2 2 201 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 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 Series SH -701 Aluminum Single Hung Window Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98 and revised on 08- 18 -98, 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, These documents shall hereinafter be referred to as the approved drawings. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. - 2 - .. c LAud [shag I. Chand P.E., Product Control Examiner Product Control Division 15:45 AUG 29, 2000 ID: PGT INDUSTRIES 4 TEL NO: (941) 480 -1900 #E7589 PAGE: 4/8 Vinyl Tech/Progressive Glass Technology ACCEPTANCE No. : 3 APPROVED EXPIRES • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 98- 0223.01 OCT 2 ?1998 111CT2 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents. are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profess'fon. 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 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 % ,t 4e 1. e-1441.Ack A [shag 1. Chanda, P.E., Product Control Examiner Product Control Division 7 OUCH ' max. .3/4 - 7.3.000 u! <. VN CENTEs 7!?, # C 5 53.125 MAX, ELEVATION LARG A41155LE 11r WINDOWS e.) c.LAZOJC: 5/i6' (. 3.50) Law14a7£O w/CLIROuT wTERLA,ER ( f /8 odd / G ? : f:Imf !/8 _ ann.) 2.) CJr ird:h3. Cx J.) OESIGN PRES:CRf RA WC: *80 P.S.F.. - P.S.F.. (WHEAT wA1CR r.rkTRArK 4 4€7 P.S.r.. -53 P.Sr: (sorEaE wwrfP INfItTKATeav AEa. i5 NCCACO.) 4.) MCI- S: unlc 3 J/4* F•Ciu EACH CORNER (HEAD & SU) MAX 6" FACw E4C1 CCRNE'R towSs) 14X. .9.4CMC Ar ►!CIAO & StL: rJ.00O MO. SFAC7 /+t AT .MMBC: 13 125 5.) SKITTER R£CL'IRCA '4:. NO "'SIFTERS Rfa•:`cCO RF.O 15 1401 Nt'C£O.) 6534. 1 5TP247X 62:3S9C "9. 446 / FIANCEO FP.AUE HCAD FLANGED FRAME SILL rouve F kua£ Jav fl.?ED MEETING RAIL _ T7oe RAIL SASH BOTTOM RAIL Alum. 6063- TS) SASH ;O£ RAIL Alum. 6063 -T5) Ct 427NC 8EA0 Alum. 60. -T ttljATH R$TR(P - wri , BULB SuCON .5 16 (.350 MoNSANTI) UNTERLATEA 5 16 .3 ti. W OTPO?IT 1NTtRLAYER x .750 PHIL. Pt. HD. SWEEP LATCH se x .625 Frill FL T. HP. tt" :•tg0AD A -apT'R Alum. - T5 T'- a .37.5 PHIL. P.M. TEk 44cArttt;R5TRfP - VINYL 6L .6 A .ASH .3H TOP CON: SCREEN CE OVER .AArCE s:= f� ' r f+Er?S Tr -1 - FILE \Fir cAL S0; FACE Cv :0E 41 x .500 FM(L. FLT. HO. Sti.14 Cit3 Ll�r. r,�`• = — 27 Ira A 1.0 .'0 28 F'.141 SEA!. :•R 29 4fv0t0A0 ADAPTER l i Zew4.1n7r Jro DESCRIPTION D. B. R ttl Cy U.B Alum. 6063-75 Alum. 6063 -T5 Alum. • 2/9193 D 8 18 98 Y.T. �! 612225 612226 5 612227 612228 612229 612230 612231 2 8 8 1 wr (7102ing er each balance 2 2 610c2W 71087 2 76X, , FPA.Y 0'2244 2 75X 1 PFA e SI455W 61207 2 OTY. / LOCATION 2 70 ottoch Solo/Ices to Jamtsf 207 5' from end of vent top rod) 4 {it width is >= 42 7) 2 (Sweep Latch Screws) 4 "when using 2 Sweep Lr7tches) �E? frame 'ombs. 30 (turn bout 11^noiaad Add ter Screws) of Vent Bottom Roil 7 e er each b. i 0 each frame ja.mh) vent orlbs cE vane 14.3 rc l) 1 vent .amb. 2.5 tern Cc?. Bosh fare ouide screws} (c0 of etch fr... l:rr: 4 (r'ror.! & Vert A . r ' -r s) frame i amos SO trem Lot. VENT" SIZE: 50 1/2" k .3 1 /4 " ALLIMAX ALUUAX ALIJM4X ALL'MAX ALVMA r VENDOR VENDOR # AR- 12225 AF- 12226 AF- 122227 AF -12228 AF -72229 ALUMAY Ar-12230 ALUM X AF -12231 ALUMAX A - 534571 Bead r ----- TEAM PLASTICS TP -247 7310r CORNING 8 9 HP.`. 1-i. P.C. ' A ..1 1 FASTENERS M;NtATURE DIE CASTI7:0 PG T.214.kX M4RCNAP,TS FASTEII MERCHANTS FASTENER TEAM PLASTICS MASTER TOOL MY TECH tt780Fc, CAL DWELL S' tr L CORP. v7NYL TECH. PGT SCHERER AD. PROD. AL1JU-X AF- 122.4 MERCHANTS FASTENER SCHNEE i EhEAO Sm3504 MI:995 -1207 PROTOTIPe APP:ieV[D AS COMPLr7i WiTM Tiff SOON i 11 W.*.. YuGLOtrZ CODE "CAILO _ .19 9 Pi1GtitiC7 =MCt o'C'S1011 0 COOt Gfl'dPitAt„'E OFFICE Aect• mulct n0.18 .01 P- 2 5 TAv Si -T-S7 A l ***** = k r°9-ressive GLASS fechrclo.,- IN44M . a." . 4r✓• lo7s+uca7 rod. Cot See aL'+e 701 I qs.+w Sh•sr. SH -- 70 1 ALUM. SINGLE HUNG IIWrINDUW 4J t is P.O. BOX 1529 NOh'UMIS, FL. 34274 or 1� 100 . 737 INACTIVE 11 i2 .655 r-X TERIOR Ro OF rVINC 2 784 ROUGH 10 , OPENING 2.754 .500 34.500 CAYLIGHT OPENING ACTIVE 34.500 DAYLIGHT OPENING VERTICAL SECTION ftM7 EXTERIOR • HORIZONTAL SECTION a� .n:OnS: R`..:`0 E. 0.8. V* %. 'V ? .. 53. 125 49.625 DAYLIGHT OPENING 48.260 DAYLIGHT OPENING f _J 19 APPSICYEO PS CO$PtYJY w.TI4 i1 VAN FLORIDA 8U1LQ1hC CODE A Z _ _ 1930 Gy NW OUCF CultROL Dr .s Cri lAillOiNf. mix C )WVA.KCE (FRCP iCCEPr*f:CF xo q 8 7 0233.01 CROSS SECTIONS 4 P.G. BOX 1529 NOKOMIS. FL. 34274 lJro• 4 Iiq„ 2.770 ROUGH OPENING — Op(c)gressi E LA55techno!cy n-) 0 0 N •• r 2 0 l D r 03 0 0 0 1/8 ANNEALED .090 1 ANNEALED 5/16"(.350) W/MONSANTO INTERLAYER OR 5 / 16 " {.350) W /DUPONT INTERLAYER •APPdOY[0 AS COMPtYMC YeTN THE Soum FLORIDA BU!UNIW; cno OA1r C4 ZZ 19.111 o 15.4.m PittuNCT CuiMot Ort'S•oN BOttDir4C COOP COMPt;A(NCF OFFICE eccfPrArtcE iw.g 8 " 0 2..23 -0 �...,_� D B. vwsoa No.: %Aerie: W - ... f SS chnofoy Oovolicaiiow: rod. oIero y: SN saes /ei 7 l• 1f: Sheaf: 3 a GLAZING OPTIONS A P.O. BOX 1529 NOKOMIS, FL. 34274 A n) 0 11 a TYP. mgt? 2 x W000 BUCK • 1TP_ HEAQ v .250 �! E mkt /12 P.WkEAD T1 P. 1.2.50 Revistan: v< na0r w .: • SP: 0.8 Re,oeO Bs. 0.13. TYP. JAMS Dots: 2/9/98 8%18/98 MAX. TYP. JAMB APFROWO AS COMPLY= WITH tilt SOVID 8WWLOING CODE DATIP-5 19 81 ! S'' 1 1 • C■Aq. +- PI CDUCr CONTAOL Otv!;,li)R ElUk0011 COO( COMPLIANCE OFFICE 4aiPrANCE NO 4 18 - 0223 a 140 41 ...r..1... ,o.... — I h. P =,_CLA 5S hnaccY Cbssditwbon: - Cet Sala* /vo/af: Rcvw S 701 ANCH. "mow P.O. BOX 1529 °' NOKOMIS, FL. 34274 I °ai"'9 B I 4+740 2 x WOOD BUCK stir+& TYPICAL SINGLE HUNG ANCHORAGE (1/4" TAPCON /OR 112 PANH£AD) a 0 0 0 H a P l ✓ 0 ti op 0 lD 0 0 cn N I Metal Tech, Inc. ACCEPTANCE No.: 99-0224.03 APPROVED APR 0 6 1999 EXPIRES APR 0 6 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an Aluminum Extruded Residential Bertha Accordion 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 Aluminum Extruded Residential Bertha Accordion Shutter and its components shall bt constructed in strict compliance with the following documents: Drawing No. 99 -56, titles_ "Maximum Impact Econoline Accordion Shutter, ASSA / Residential Bertha Accordion Shutter" prepared by Tilteco Inc., dated February 16, 1999, sheets 1 through 10 of 10, bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number an approval date by the Miami -Dade County Prodttztdntrol Division. These documents shal 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, and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum Extruded Residential Bertha Accordion Shutter and its components shall bt installed in strict compliance with the approved drawings. 5. LABELING Each unit shall .bear a permanent label with the manufacturer's name or logo, city, state and th 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 Notk of Acceptance, clearly marked to show the components selected for the propose installation. 6.1.3 Any other documents required by the Building Official or the South Florida Bui Code (SFBC) in order to properly evaluate the installation of this system. Helmy . akar, P.E.- Product Control Exan Product Control Division 2 of 3 Metal Tech, Inc. ACCEPTANCE No. : 99-0224.03 APPROVED APR 0 6 1999 EXPIRES . • APR 0 6 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and original submitted documents, including test - supporting data, engineering documents, are no older than ei (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in 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 pro( and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) mtkte one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including correct installation of the product. 4 a . ••• d. The engineer, who originally prepared, signed and sealed the required documentation initi 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 automatic be cause for termination of this Acceptance, unless prior written approval has been requested (through filing of a revision appt4cation with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory perfonnance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any purposes. 6. The Notice of Acceptance number preceded by the words Miami - Dade County, Florida, and followed b expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptan 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, sh= provided to the user by the manufacturer or its distributors and shall be available for inspection at the jo at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and remo4 Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE 4/'%- 1-letmy A. Makar, P.E.- Product Control Ex ar Product Control Division 3 rtf3 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS gwrzo {� 1 1 GLASS OF EXISTING WINDOW oR S G a / 74 r 5/4 1 S S 14.I • 6•0L a /70x3'£ Ss1L S W/ 7/16 • r 7/6 LONC NYLON 81l9dNG (Tyc 13XT70Y). / 10 : J/4' S S SAL 1 OR VI6' I Nun. POP f1%C75 • 12' a G ► ` PHR.LI S 3 w/ d worm NVr * s4.570? • 72' a G ALTERNATIVE 4 7.500 /10,J /4'SS1M. OR J /16' 0 Nuns POP I6tiwn5 • 12 0. C. 1' • •• : 1 /d (1•..) 6063 -73 Nun. 71& (GPnL) w/ (2) 1 /4• • ,i• LCAC LAG SCREWS • CAIN 5TLI2 (1l0.ICT111 OF STUD) ANO W/ 2' its POEIRAT70N 0v1D E17517NG 57I Q WALL MOUNTING INSTALLATION - SECTION A SCALE: 1/4" = 1" wOOO GR RAFTER • 24' a C REDUREO / 14 , J /4' S 1 S ACS•6'a0. SCNEDLiE FDR W.1. SEPARATION S' 10 CLASS OF COSTING ~OW OP s a AL1Eaw FASTENER L0CAT7(W / 10z3/4'S S S N. S OR J /16 , Alum PCP RIVETS • 72' a • • 7 .•, ►/6 (1G1.) 606J -1S Num. TUBE W/ (2) 5/16' •r4 LONG • LAG S TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT mowrorm ci EXIST/ NC P'000 morose (2' Yn NORM:. mono w/ 2• AAA. PO4E7R477044. /10 :3'SSSYS N LO7/16' EISN1NCJ LONG rDP.MERIOR). CEILING d( FLOOR MOUNTING INSTALLATION — SEC770N B SCALE: 1/4' = 1 / 10, J'S S S W. S w/7/16'I,7/8' LOtiC NttON 8LISHI G. Typ.TOP t Ep1TOAL EY7E7t1Qq. t ETOT7CY /N7ER1c111 / 10 z Jj'4" I S.,EF YS OR J/16' t AArn ...VOP RIVETS • 12' a G • : 6' W000 • COX POURED Fw,9+ ALLOWED) 1/4' • LAC SCREWS w/ ► 1/2' AFn PEXE7R2AITON • 6' a G woad rmssas OR RAFTER • 24 • a C. REOL/RED NOTE : WALL/PWOR /C£/UNG WOUNTTNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES : 1. INSTALLAflGWS ARE ONLY VALID FOR INSTALUT70NS WITH DESIGN WIND WADS LESS OR EQUAL 774,4N 75 p.a.l. AND 9' -0' Max. SHUTTER SPAN. 2. FOR NEW *000 FRWE CONSTR(.ITXSN: WOOD MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL / IL ECO I N C . 77LJJT =MG at ENGINEERING COMPANY On Art JIM SC, 9a VS. WPM oroo4 AME S =NW FA... (sq?•rr -16.16 . Fr : (Jtrvr -r63; WALTER A. 7?LUT Jr. P. E FLORIN L:e. / 44167 / 14:3 /4 S M. s • 6'0. 0 SEE 584EOU E ~ FOR Mn. SEPARATION TO CLASS OF EXISTING WINDOW (lR S G 0. / 74 : J /s S S S M • 9' a G 1 ' , 2' : 1/6' Nun ANGLE Cart (606J -r6 ALLOY) /10r3'SSSAL w/ 7/16' • r 5/8' LONG ' BtSNING TYR TOP (WTETcR) 1 /s• • EL i CO p j Loco' ANEL WTE w/1 7/6 Nit 2.000• PE7rt7RAT7ON • 6• a c r 1/6 • (r,..) 6063 -75 Ah,.i TUBE WI/ (2) 5/76 are LONC • LAG scRors TO EACH RAFTER OR miss. LOCATE SCREWS AT I4VWATN OF L?OSTIM: w000 idE V06?. (1 • AC•. houm L Norm) w/ 2' Ain. PENETRATION. /10zJ'SSS. W. S. w/ 7/16' I z 7/8' LONG 1YP TOP & 6.017041 2 901704I (MERIDR /10:3/4'SSSMS • 12 a G CEILING & FLOOR MOUNTING INSTALLATION — SECTION B1 SCALE: 1/4" = 1" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE OAT : ' - -L 1 PRODUCT C -' DIV1S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C D •o3 MAXIMUM IMPACT ECONOUNE ACCORDION SHUTTER AS54 / RESQE7(THL 8071144 AcCORDOv SNUTTt7 arc 12. , METAL TEL /MC. 7633 otss�4 / 26) 733 WEST 211e COURT HIALEAH. R.0PU4 37061 ale AIL Mb 1 2' r 6' PD03 FW/5N ALLOWED) DADE COUNTY AS SNOtei SCALE 2/16/99 DAN! 99 — 56 DRAWING Me SHE[T10 Of 10 WOOD HEADER REDWRED Sri SCJ�EDCtz sFPARAram S' to cuss OF EXSTAC MANX CR S G Q ALTERNATIVE 1 1/4' • LAC 1171115 • 6' Q G M/ 1 1/2" /A PENETRATl N ro =STING MOO 10,40E7d 1 /o. rS S S M S 1.'/ 7/18' •sJa LONG /M C" am. TOP. 10E904 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES : I. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS 147771 DESIGN WINO LOADS LESS OR EQUAL THAN 75 p.s./. AND 9 -0" Alox. SHUTTER SPAN. 2. FOR NEW WOOD FR4ME CONSTRUCTION: W000 AIEAIBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL SST SO4111XLE FC1R SEPAArX:N •rro cuss o taasra.0 .wc w OR S a a ALTERNATIVE 2 WALL MOUNTING INSTALLATION - SECTIONS A SLAM 1/4' - 1' /1 i[EM c ;\ 7IJlT TtsnNa !. ENC110.72e G COMPANY am KR ANL It. AY 21Z wow 00220a Iiao: a146 4A..: pogR6at -13a . h : [amXn -tsn N(4UER A. 7ZLJT .A: P. E • FLOR I4 Lk. ,'44167 NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CE/UNO MOUNTING SECTIONS GW BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. [ cuss or cosmo MNOCV OR 1 a o. [ 14 . 3/4' S S S. A S •6 O. C. ALTERNATIVE 3 MAXIMUM IMPACT ECONOL)N£ ACCORDION SHUTTER ASS4 / RESCOITHL 12:10 744 ACCORPOM 9(IT7ER wx / IO . r S S S Y S IV/ 7/16 • . 7/3 LC.0 mtGN 61.151 (rm. 81711DV). r• . 4 7 (u..) 60e.1-13 A. fl. (Cant) w / ( 2 ) //4 • • . 4 • LAC SOPEWS • FAO+ SrtD (uorRTm or srto) Aro 1/ 2' 1a.. PO4 1ForlOiv Irro CoSTPC APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT QRAL- tz' 19 "L fir _. E :4 BY PRODUCT +• ROL DIYiS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.CO:" -Z 'o 1i£TAL IWpiM INC. (ASSA /M) 76.13 IIEST 2nd COUi7T ?WWI{ FLORIDA JJ041 AIM LK am DADE COUNTY AS SNOW SCALE 2/16/49 DATE 99 — 56 DRA116140 Na SKEET 9 OF 10 MAXIMUM DESIGN LOAD N L 2171,64 AI. .Y:'i10'6 Al. C =TOE 4t11 INSTALLATION MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY & CONCRETE) CEILING * FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) NG7E 7 NOTE 2 NOTE 3 04 7rr 1 MOTE 2 NOTE 3 NOTE r NOTE 2 MOTE J FROM 40.0 TO 62.5 12' 11' 9' 12' 8' 1 1/2' 12' 7' 5 1/2' 12' 12' 12' 9 1/7' 5 1/2' 4 1/2' 12' 11' 9' FROM 62.6 TO 75.0 11' •' 1' 71 1/2' 9 1/2' 6' 10' 1' 5' 12' 12 11 I/7' 8' 4 7/2' 4' 12' 9' 8' FROM 751 TO 9 2.5 12' 7' r 9• 5 7/7' 5 1/2' 1 • . 5' 1 1 - 12' 10' 10' 6 I/7' 4' 4 • 72' 7.7 FROM 92.6 TO 1 20.0 9 14' r - r 5 4/2' — 6 . 5' .!. — 12' 10' — 5' 4' — 9 1/2' 7 1/7' • — FROM 110.1 TO 180.0 7' r — 5 1/7' 5 7/2' — 5' 3' - 10' ro' — 4' 4' — 7 1/2' 7 1/2' — ACTUAL E. D.= EDGE DISTANCE - FACTOR TALON / ZAM1C NNUN RANI CALK - IN 3' .86 .75 2 1/2' .71 .50 2' .50 - . ZAMAC NN1JN TAPCON OR RAWL Cl/JC - ANCHOR SPACING LEGEND MAXIMUM DESIGN PRESSURE RATING "W" (p.s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ANCHOR .SPACING LECF7VD (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5 -0' OR LESS (2) Max. ANCHOR SPCG. VAUD FOR SPANS GREATER THAN 5 -0" TO 8' - 6'. (3) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 8' - TO Max. ALLOWED. NOTES ON ANCHOR SPACING SCHEDULE + SEE SHEETS 9 & 10 OF 10 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WG00 FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E O. LESS THAN J 1/2'. REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY 174E FOLLOWING FACTORS. (Min. £ D. FOR RAWL CALK -IN IS 2 1/27 IL E C O IIMC. Til/T TES P & 1:NOMEENINO COMPANY m MIL Aim _ — 1t7 WOW GYM; /1aWI Slt.t "ma : 4220.1977-f3,22 . - r (3a01171 -1571 Wit r mrts METAL TECH, (ASS4 / ? 76.35 NEST 2nd COURT NMLENt fL0mI61 .x7L441 — Mr APPROVED AS COMPLYING WfTH THE SOUTH FLORIDA BUILDING CODE DAT • ' 1- -• _ lq q PROOUCT C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.g - 0 'I- " MAXIMUM IMPACT ECONOUNE ACCORDION SHUTTER ASST / RIMCO N. L37m■ Act:maa4 34NTIER wit DADE COUNTY AS SHOwN SCALE 2/16/99 air 99 -56 ARA111NG No l 7$Z 16 7ER c . Ua rnu 51477 a or 10 1 Rala / 44167 MAXIMUM DESIGN LOAD 'W (P3.1) MAXIMUM SHurTER SPAN •t• (R) MINIMUM SEPARATION T TO cuss (N.) _ .. 65.0 8' -11 • J 7/8' J 87.3 8' -9' 3 7/8' J 90.0 8' -5' J 7/8' J 92.3 8' -J' 3 7/8" J' 910 8' -1' 3 7/8" J' 97.3 7' - 10' J 3/8' J 100.0 7'-8• J 3,/8' J 102.5 7' -6' J 3,/8' J 103.0 7' -J' J 3/8' J 107.5 7' -7' J 3/8" J' 110.0 6' -71' J J /8" J 1 12s 6' - 10' J 3/8' J' 1110 6' -8' 3 3/8" J' 117.5 6' -8' J J/8' J' 120.0 6' -3' 3 3,/e' 3' 122.5 6' -J" J 3/8' J" 1210 6 J J /8' J' 127.5 6' -0' J 3,/8' J' 130.0 5 I. 3 3,/8' J' 1323 5' -9' J 3/8' J' 1310 1 - 8' J J /8' r 1375 s' - r J 3/8' J' MAXIMUM OESCN LOAD le (pad.) MAXIM IV SHUTTER SPAN t' (R.) MINIMUM SEPARATION S TO CLASS (in.) _ .. 140.0 40.0 12' -0 J 7/8' 142.5 J' 42.5 11' -11' J 7/8' 5' -3' ..T 4S0 11' -9' J 7/8' 3 3/8 3' 47.5 11' -r J 7/8 J J' 50.0 11' -5' J 7/8' 155.0 r 525 11 =r 3 7/8' 4' -!0' J' 510 11' -1• 3 7/8' J J/8' 3' 57.5 10 -10' J 7/8' J' 3' 60.0 10' -7' J 7/8' 167.5 J' 62.5 l0' -4' 3 7/8' 4' -6" J' 650 10' -2' 3 7/8' J 3/8' J' 67.3 10' -0' J 7/8' . J' 70.0 9' -10 J 7/8" ' 4 , J" 725 9 3 7/8' J' 710 9' -6• J 7/8" J' 77.5 9'-4' J 7/8' J' 820 9' -2' J 7/6' 3' 62.3 9' -0' J 7/8' J' WAWA, OESICN LOAD W (p.sf.) MAXAIUM SHUTTER SPAN t' (k.) .MINIMUM SEPARATION S' To MASS Om) _ .. 140.0 5'- 6',,rY/8' J' 142.5 5' -4' J/8' 3' 145.0 5' -3' J 3,/8' J' 147.3 5' -1' 3 3/8 J 150.0 5 3 1/8' J 152.3 5' -0 J 3/3' J' 155.0 4' -11' J J/8' J 137.5 4' -!0' 3 J/8' J 160.0 4' - 9' J J/8' J' 162.5 4' -8' J 3,/8' J' 1610 4' -8' J 3/8' J' 167.5 4' - 7' J 3/8 J" 170.0 4' -6" J 3,/8' r 172.5 4' -5' J 3/8' .' 173.0 4' -4' J J/8' J' 177.5 4' -4' 3 3/3' J 160.0 4' -J' 3 3/8' J SHUTTER SPAN t" (IL) 1616M10M SEPARATION S LEES OR MIL THAN 8' -0' J 3,/8' )6' -0' To 12' -0' 3 7/8' MAXIMUM DESIGN PRESSURE RATING L W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTION 6 & 61 ON SHEET 2 OF 10). NOTE DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY .4N0 NEED NOT TO BE CHECKED. . FOR SMATTERS PLSTALLED wm+ 9C THE FIRST 30' -0' ELEVATION OF B1/1L01NG. SEE TABLE 1 FOR MINIMUM SEPARATION TO CLASS FOR SPANS SHORTER T14AN THE M4.ZMUN ALLOWED SHOI ON SCHEDULE .. FOR S1A/MS INSTALLED ABOVE JO' - ELEVATION OF BUILDING. MEASURED AT BMW Cr SM/TTER / IL E C O INC. TLLTT TESTING & INGENIXAING COMPANY /1R! K Ala SL Sea 217. MOrI GK04 ROOM Wit Mows : 0•71 -1171 . far : (.711,0•71 -1171 *ALTER A. TILL? J' P. E FLORIW Lie. 44167 TABLE 1: MINIMUM SEPARATION S' BET.£FN CLASS ANC SHUTTER FOR A Ch£N SHUTTER SPAN 1. FOR SHUTTERS P.STALLED NfTHIN THE FIRST 30' -0' ABOVE GRACE CFA GIVEN BUILLYNC. JO' -0 • ELEVATION 5 44LL BE MEASURED Ar BOTTOM OF SHUTTER SEPARATION S' To BE MEASURED AS WLYC.47 D ON SECRCN 0, SHEET 4 OF 10. MAXIMUM IMPACT ECONOUNE ACCORDION SHUTTER ASV / RES>r]EJ47 4j WIT14I ACCOMON SMATTER 1M Is METAL TECH. ( /2 763,5 NEST 2nd COURT HLALFAIL FLORIDA .17041 OM WI ls • APPROVED AS COMPLYING WTTH THE SOUTH FLORIDA BUt ING CODE OAT A R `•- • L i BY PRODUCT C • ' OL DIV!S!ON BUILDING COOS COMPLIANCE OFFICE ACCEPTANCE NO.C1c1-O 214' 03 r7E DADE COUNTY AS 5t10wN SCALE 2/16/99 alc 99 - 56 DRAWING 1M4 SMELT 7 Of to MAXIMUM DESIGN Lao w' (p.sf.) MAXIMUM SHUTTER SPAN I. (IL) MINIMA SEPARAncw S TO CLASS PO • - .• 610 6' -6' J 7/8' J 87.5 e'- J. .3 7/8 • J' 90.0 8' -0' J 3/8" J 92.5 7• -9 • J 3/8' J" 9.5.0 Y -7' J J/8' .3' 97.5 7' -5 .3 3/8' J 100.0 7' -2' J J /8' J' 102.5 7' -0' J J/8' J" 103.0 6' -TO' J 3/8' J" 107.3 6' -8' J 3/6' J' 710.0 6' -7' J J /6' J' ! 1 ?.5 6' -5' J .3/8' J' 1110 6' -J' J .3/8' J' 117..5 9' -5' . J J/a' J 120.0 6' -0' J J/9' J' 122.5 5'.-11' J 3/8' J' 125.0 5' -9' J 3/8' J' 127.3 -d' J 3/8" J' 130.0 5' -6' J J/8" J' 132.5 5' -5' J 3/8' J' I15.0 5'L 4 ' J 3/8' J' 137.5 J' -J' J J/8' .3' MAXIMUM DES+CN Lao 'W (p.s P.) MAXIMUM SHUTTER SPAN 1' (t) MNIWM SEPARAnON S' 70 CLASS (s+) • M 40.0 12 -1' 3 7/9' J' 42.3 11 .3 7/8' 3' 4.5.0 11' -9' 3 7/9' 3' 47.5 11' - 7' J 7/3' J' 50.0 11 3 7/8' 3' 32.5 11 J 7/8" 3' 35.0 10%40' J 7/8" .3' 57.5 /0' -7' J 7/8' .3' 60L0 10'-5' J 7/8' 3' 62.5 10'-2' .3 7/8' J' 63.0 10'-0' J 7/8' J' 67.5 9'-10' J 7/8' .7' 7G0 9' -7' J 7 / 8 ' ' 3' 72.5 9' -5' J 7/3" J' 710 9' J 7/3' J' 77.5 9' -2' J 7/3' J' MO 9' -0" J 7/8' J' 62.5 8' -9' J 7/8" 3' MAXIMUM DESIGN LOAD 'e (p.s.f.) MAXIMUM SHUTTER SPAN 1.• (n.) MINIMUM SEPARAnON S 1 . TO CLASS cm .. • •. 140.0 5' -2' 4 3/8' 3' 142.5 5' - 1 ' - 41341* 3' 143.0 5' -0' J .1/8 • 3' 147.5 4'-.7 1 • 3• J/8' J' 150.0 4' -10' J 3/8' J' 152.5 4' -9' J J/9' . 3' 153.0 4' -8' 3 3/8' J' 137.5 4' -7' 3.3/8' 3' 160.0 4' - 6 • J .3/8' 3' 162.3 4' -5' J J/8' 3' 76.5.0 4' J 3/8' 3' 167.5 4' 3 .7/8' J 170.0 4' -3' 3 3/8' 3' 172.5 4' - 2' 3 3/8' J' 175.0 4% J 3/8' 3' 177.5 4• -1• 3 3/6' 3' 160.0 4 • -0' J 3/8' 3' STUTTER SPAN 1' (1L) MAXMUM SEPARATION S' LEES OR EOWL THAN 8' -0' J 3/8 >8 -0' TO 72' -0' 3 7/8' MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. ( V A L I D F O R S E C T I O N S A, A 1 & C ON SHEETS 2 & 3 OF 10). NOTE. DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -88 CRITERLA FOR A LIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING. THE POSITNE PRESSURE WILL AUTOMATICALLY OUAUFY AND NEED NOT TO BE CHECKED. • FOR 91U7TE9S /STALLED WITHIMC THE "MST J0• -0' EIEVAT7CN OF BUILDING SEE TABLE 1 FOR MINIMUM SEPARATION TO CLASS FAR SPANS SHORTER TMAN THE MAXIMUM ALL011ED SHOWN ON SCHEDULE .. FDR SHUTTERS PETALLED ABOVE .70' - 0' ELEVATION OF BUILDING MEASVRED At 80170M OF SHU77771 7 5 / IL ECO N C TILT TESTINC t ENGINEERING 021dPANY MS ttw.. •w. a. s 217. NOM COMM PURIM Mat Maw : (.7)7171-13x . f. (O N7I -137 WALTER A. MIT Jr.. P. E FLORIDA LTG f 44757 ant.. TABLE 1: MIMMtN SEPARAnON •• (AEnrD174 CLASS AND SNU17TE FORA COVEN SHUTTER SPAN 1" FOR SHUTTERS NSTALLED it/THIN THE FTR57 30' -0' ABOVE CRAZE OF A GIVEN BUILDING. JO' -0' ELEVAI7ON SHALL BE MEASURED Ar BOTTOM OF SFt/77FR SEPARATION 7O BE MEASURED AS N13IC4TE0 ON SECTION 0. SHEET 4 CF 10. METAL TECH, INC. (4$54 /26) 7635 NEST 2 id CURT WALLAH FLORIDA 33041 air Ram • APPROVED AS . COMPLYING WrTH THE SOUTH FLORIDA BUI I NG CODE DAT VLI . 0 I* • PRODUCT C. TAM DJWS;ON BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 0'Lt-} • O '3 MAXIMUM IMPACT ECONOUN£ ACCORDION SHUTTER ASS4 / RfSE1ENTYL EEFT}N ACCORDION 94.177ER Tar DADE COUNTY AS SHOWN SCALE 2/16/99 arc 99 - 56 OLAIITNO I# SHEET 6 OF 10 NYLON SCREW HERO CONCArrE C. Ste NOTE 7 ON SFtFfT QQ \ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2'r 2'x.125'OR • r J' Jr .090' ALUMINUM TUBE (606J -75 ALLOY) A/16'0 Alum. POP RIVETS OR / 14 x J /4' S S £ M. S- O 6' 0. C. OR (BEYOND) CASE 1 2' r 2' r .125 OR J' r J' r .090' ALUMINUM TUBE (6063 -T5 ALLOY) CLASS-7 90' 3 /8' I HOLE FOR LOCKING PIN 1'r l'x.125' ConL Num. ANGLE (6063 -T6 ALL01) OR (BEYOND) O OR (BEYOND) (BEYOND) HO OR BEYCWD) (BEYOND) r ` \ r �L \ litu 7�J 1 1 Num. R7YHUT t 1 1 (T) ) 1_., CASE 2 r 1. II _ - - - r-4; , 1 I LI! I ti 1' : 1 x .125' Cont. Num. ANGLE (6063 -T6 ALLOYS 3/16' I Alum. POP RIVETS OR / 14 x 3 /4'S.SS. M.S. O 6' 0.C. (T SECTIONS E SCALE: 3/8' = 1 ' NYLON SCREW HEAD R OR 1C (BEYOND) SECTION D SCALE :: 3/8' = 1' (4) J /76' I Alum. PUP RIVETS OR / 14 x.3 /4'S S. S W. S (Typ.) 2 ANCHORS EACH ANGLE r W Z:111 1 :J I I I r L FRONT OR (BEYOND) 2' x 2' x .125' OR 3' x 3' x .090' ALUMINUM TUBE (6063 -T5 AU OY) CASE 3 Alum. Rm./yr.'. (To.) 3/16' I Num. POP RIVETS OR / 14 x 5/4" S. S S M. S 0 6' 0. C. (Tot.) ISOMETRIC (CORNER POST) le �TYP• AT TOP aM SLAG 2' r 2' :.125' OR 3' r .3' x .090' Num. TUBE POST ---------- - - - - -- 2' x 2' r .125' : TUBES' SIZE Num. ANGLE (2 REQUIRED) (606J -T6 ALLOY) 1, EDGE OF St-A 3/8' I HOLE FOR LOCKING PIN. J c POURED CONCRETE / OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 9' O. C. (SEE NOTE 7 ON SHEET 1) CONCRETE ANCHORS 0 9" 0. C. (SEE NOTE 7 ON SHEET 1) /1 it NC. \ TILLIT TESTING & ENGINEERING COMPANY was K< MI& it.. i 1/7. MOM COMM MAIM AM* w..: Mit7/ -tsa . ti : Tmlo+ - *K1 A. IWT .1 , P. E FLORIDA tie. # 44167 MY. Ab t NOTES ON LOGICS : APPLICABLE TO LOCK DETAILS SHOWN ON THIS SHEET. = LOCKER 5 p SHALL ALWArS or USED FDR ANY SPAN AND INSTALLA ONS AT ANY ELEVATION. LOCKER MAY §usoo AS AN INSIDE OR OUTSIDE LOCKER IF ATTACHED TO & W/ 1/4' I -20 x 1' LONGS S THREADED BOLT / 1 I -20 x 5/8" INTERNALLY THREADED ALUMINUM RMIUT. SEE INSTALLATION DETAIL ON THIS SHEET. FOR INSTALLATIONS AT ANY ELEVATION OF BUILDING AND IN ADDI170N 70 ((v) LOCKERS. A REGULAR T LOCK MAY BE USED FOR SECURITT AT ANY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE MINIMUM SEPARATION TO GLASS SHALL ALSO BE VE4YF7E0 FROM THE 77P OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECnON 0 (WHICHEVER IS MORE CRT7C4L). SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART / 0820. AS MANUFACTURED BY AVOID.. CHERRY TF•TORN. PARSIPPENY, NEW JERSEY 07054 OR EQUAL :s t ' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ONE SIDED SHUTTER : END CONNECTION DETAIL . SCALE: J /8' = 1 ' MAX /MUM IMPACT ECONOUNE ACCORDION SHUTTER ASIA / RSOO•77/L 977770 A CORD N SHUTTER METAL TUX INC. (ASs, /26) 7635 NEST 2nd CO RT HIALEAH. FL0 .OA 3041 ra 1 1/2 r 1 1/2' OR 2' r 2' OR 2 "r3'ORr4' OR r 5' :.125' Alum. ANGLE / 14 . .3/4' S. S. S. M. S OR 3/16' 0 Num. POP RIVETS 09'0.0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDI IG CODE DAT A BY PRODUCT CONTROL DIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Crt - DlL •o3 DADE CO OUNTY R In 1 • AS SHOWN SCALE 2/16/99 GATE 99 — 56 ARAw/NC N. SHEET 5 OF 10 OR (BEYOND) OR0 (BEYOND) CASE 2 SECTIONS E SCALE: 3/8" = 1 " 2 ANCHORS EACH ANGLE ISOMETRIC (l vp. AT :TOP (CORNER POST) & eon sLA85 /1 ir NC.\ TTLUT TESTING & ENGINEERING COMPANY MO AR Jas. 311.. Jla 2f7. UMW G CEVIL #L21101 5110 A..: (. $7f -13X . rr : (]4107 -1331 WALTER A. RELIT Jr.. P. E. FLORIDA Lk. / 44167 MAXIMUM IMPACT ECONOUN£ ACCORDION SHUTTER ASI / RfSDEHTIAC BERTHA ACCORDION SM TIEri METAL TECH, INC (ASS /Z 7635 WEST 2n• COURT HNLEAH. FLOR104 33041 YIT AR r 1 Ibur AS SHOWN SC LLZ 2/16/99 DATr 99 - 56 DRAWING No SHEET 4 Or 10 • CCWCREIE ANCHORS 0 9' 0. C. (SEE NOTE 7 ON SHEET l � POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED 2' x 2' x .125' OR 3z J' 1 .090' ALUMINUM TUBE (606J -15 ALLOY) 3/16' I Alum. POP RIVETS OR S SSM.S. O 6' 0. C. (Tiv) CASE 1 2' Y. 2'z.125'OR J' r J' r .090' ALUMINUM TUBE (506.3-T3 ALLOY) REAR * N O 3 /8' I HOLE FOR LOCKING PIN 1' x 1' x .125' Cont. Alum. ANGLE (606J -T5 ALLOY) HO OR (BEYOND) (BEYOND) REAR * OR (BEYOND) (BEYOND) 1' 1'1.125' Alum. ANGLE (606.1-T6 ALLOY) 3/16' 1 Alum. PCP RIVETS OR / 14 x J /4'SSSM.1 0 6" 0. C. (Tip.) 1/4' I -20 x 1'LONC S S M. S 0 MIOHE7CHT OF 0 0 FRONT OR REAR (Typ.) 2'r2'x x J' x .090' ALUMINUM TUBE (606J -T5 ALLOY) ©OR E® CASE 3 (4) 3/76' • Num. POP RIVETS OR / 7 M. S (T2p.) S OR (BEYDNO) SECTION D SCALE: 3/8" = 1" J/ 6' • Alum. POP RIVETS OR / 14 1 .7/4' S. S S M. S 0.6' 0. C. (T)p.) 3 REAR * OR (BEYOND) SECTIONS D, D' & E W/O *4► SCALE: 3/8" = 1" .0 2 "x2'x.725' OR 3' x J' x .090' Alvm. TUBE POST ?' x 2' x 125' x TUBES" SIZE Alum. ANGLE (2 REQUIRED) (6063 - ALL EDGE 3/8' 0 HOLE FOR LOCKING PIN. 1/4' 0-20 r 1' LONG S. S. M. S POUREO CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 9: 0. C. (SEE NOT_ 7 ON SHEET 1) CONCRETE ANCHORS 0 9' 0. C. (SEE NOTE 7 ON SHEET 1) MtTTFS ow LOCKS APPIXA0Z TO LOOK UETAICS SHOWN ON THIS SHEET. Adams CLIP ® WST ALLEO FRCa44E INSI'OE Of L USING 51'R/TTER w /f/ LOCK O r 1' S S SIDEWALK SOLT SHOW ON sEcnows • 0 BOLT SHKLPENETRATE LOCK CUP. AS WELL AS O - O RELY. LOCK CUP 1/2' SHALL 171 ENTIRELY • O a C) LOCIG140 PIN GROO BEFORE SID 6MX BOLT 15 TCHTE7NE0. ALTERIWT■fLY TO USWG LOCK CLIP, CVN7ER7447ES IQ3 0544U ALWAYS BE LOCKED BY ALLJNC A/ e I -20 . 1 S S S $OL RECTO' THRU 90171 TES FOR THIS PURPOSE (L)& (./)CENTER1ATES SHALL BE PRE - DRILLED AT THE BOLT LOCATION AS TAPPED 774RU W 0 TO ACCEPT THE f /s' 4 SIDEWALK Bl7LT. THIS BOLT km BE INSTALLED FROM EITHER THE FRONT OR REAR OF SHUTTER SECTION D' : ONE SIDED SHUTTER . END CONNECTION DETAIL SCALE: 3/8 = 1" POURED C OR • .00 1.000' CONCRETE BLOCK WALL - 11 REQUIRED 1 7/2 r 1 1/2' � CR2'r 2'OR 2' r 3' OR r 4' OR r 5' x .125' Alum. ANGLE / 14 1 3/4'5. S S M. S. OR J /16'O Alum. PCP RIVETS O 9' 0. C. APPROVE) AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' BY PRODUCT CONTROL DIY:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1C1 - 0 L '03 DADE COUNTY POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED F --. SEE SCHEDULE FOR I Min. SEPARATION S' TO GLASS OF EXISTING WINDOW OR S. G. D. /10r 3/4'S. S S. M S OR J /16' • Alum. POP RNE75 0 12' 0. 0. ,,ALTERNATE LOCATION MR TOP LIP FASTEN - r j CONCRETE ANCHORS (SEE' SCHEDULE ON 4 SHEET 8 & NOTE 7 - ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE OM SHEET 8 & NOTE 7 O SHET 1) CO E0 U e In i • 1/4' 1 -20 5.5. r 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT 0 12'0. C. u O /10 x ..T S. S. M. 7/16' 1x7/8' NYLON W/ BUSHING (To. TOP & BOTTOM. EXTERIOR) 3 BOTTOM, INTERIOR) /10rJ /4'S1 S. M.S. OR 3/16' 1 Num. POP RM7 O 12' 0. C. 1/,4' 1-20 S.S. x 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT O 12' 0. C. WALL MOUNTING INSTALLATION (BUILD—OUT) — SECTION C sc LE : 3/9' = 1' T z /1O r J S. S. S M. S. W/ 7/16' 1 H r 5/8' LONG NYLON BUSHING (Typ. TOP. INTERIOR) 4 ce ce O G cn P• v 3 O OR OR ® .�I TYPICAL' ELEVATION N. T. s. E D. = EDGE DISTANCE (SEE SC7iE0l ¢.E ON SHEET 8 OF 10) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOC, /CEJUNG MOUNTING SECTIONS CAN BE COMBINED !N ANY WAY TO SUIT ANY INSTALLATION. / IL ECOINe.\ TWT TESTING i ENGINEERING COMPANY KR AM R Na 217. MOM 411304 /701111 AIMS "...: 0m)n1 -I310 . li.: (X0)0l -1371 WALTER A. MIT A: P. E FLORIDA Uc. / 44767 OR ® Int OR A) OR ®ORO ORF1 SEE NOTES ON LOCKS ON SHEETS 4 & 5 OF 10 sAm OR MAXIMUM IMPACT £CONOUN£ ACCORDION SHUTTER ASSA / RESCOITNL 6FX77M /CORM SHUTTER METAL 1E04 INC. (A.SSA /26) 7635 NETT 2nd COURT MAWS( FLORIDA 33041 .s1 r APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT C TROL OIVIS:ON BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 15 -01.14•aS DADE COUNTY AS SHOWN SCALE 2/16/99 DATE 99 — 56 MAIMS Na SSW ZT J Of 10 /70 z3' SS. S. M.£W/ 7/16 0 z 7/8' NYLON BUSHING /14rJ /4'S S S. M.I 09' 0. C: POURED CONCRETE REQUIRED C RAN. G —IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) _J POURED CONCRETE OR CONCRETE BLOCK MALL REQUIRED - 1 --- SEE SCHEDULE FOR — Mn. 6 SEPARATION S TO I CLASS OF EXISTING I WINDOW OR S. C. O. r SEE NOTE • 111 11 I1 11 11 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) WALL MOUNTING INSTALLATION - SECTION A SCALE : 3/8" = 1- O • Ca N 1: /10z.J S. S. SA/.S W/ 7/16' • r 7/8 NYLON BUSHING Typ. TOP & 90770M (EJ 7 /OR) et BOTTOM (INTERIOR) 2 rri m 41 oa 0 RA in CALK -IN ANCHORS (SEE SCHEDULE ON SHEET 8& NOTE 7 ON SHEET 1) • REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION Bl SCALE : J /8 = 1 ALTERNATIVELY TO l z 2' Alu R ANGLE W/ ANCHOR. DRILL HOLE AT TO INSTALL RAN. CALK—IN AT D . COVER HOLE W111 NYLON GIPS R£OUIR£D EDGE OF SLAB IF APPLICABLE C POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /10 r J' S S S M. S. W/ 7/16' 0 z 7/8' NYLON BUSHING (Typ. BOTTOM) /10 x J /4 S S S M. S 0 12 0. C TYP £4. SIDE z 2' r .125 Cone. ALUMINUM ANGLE (606J —T6 ALLOY) 1 --- SE= Alin. S TD SCHEDULE FOR 1 GLASS Of EXTSTINC WINDOW OR S.C.D. 6uMJ NRntwc� (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 7) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 6: NOTE 7 oN SHEET 1) n 7/16' 0 z 5/8' LONG NYLON BUSHING (Typ. TOP INTERIOR) 'a a WALL MOUNTING INSTALLATION - SECTION Al SCALE : J /8' = 1' /10zJ'S. S. S M. S w/ 7/16' • r 7/8' NYLON BUSHING Typ. TOP & BOTTOM xx-rEwov BOTTOM (NTER10R) E Q — EDGE 06TANCE (SEE SCHEDULE ON SHEET 8 of 1o) NOTE FOR COMBINATION OF SEC7701NS : W'ALl/FLCCR /ODUNC MOUNTING SECTIONS CAN BE COmBaNED N ANY WAr TO SUIT ANY UNSTAUATIO. REQUIRED _J POURED CONCRETE REQUIRED WALTER A. TEIUT .i P. E FLORIDA Lk. / 44167 1 -- SEE' SCHEDULE FOR —I SEPARATION' '5 TO I CLASS OF EXISTTNC I W1NOOW CR S G. 0. /10 x J /4' S. S S. M.S.ORJ /16'0 Alum. POP RIVETS O 12' 0. G ALTERNATE — LOCATION FOR TOP UP FASTENER /TF1iN T7LI1T TESTING & ENGINEERING COMPANY atl An 30a. i Sr. 2/7. Nw4t1 6.1004 /LOW% 371M A.. 1 (x/71 ■1177. A. 1 (i 1 -1171 MK at • � N OTE '17 14 - ; 1 6 1); }T— f0 +%i £t7 -- E O. \ II II u n �a 11 II t 1.500' CONCRE7E ANCHORS u (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) CEILING & FLOOR MOUNT. INSTALLAT. - SECTION B SCALE : .5/8' = 1' MAXIMUM IMPACT ECONOUN£ ACCORDION SHUTTER A . / ? 7 4L 96;7744 ACCOMCN 94/TTFR METAL TECH, INC (ASSA /26) 7643 WEST 2nd COURT HIALEAH. FLORIDA .3J041 MIT E. D. ss r /10 r J' S S S M. S w/ 7/16'•15/8' LONG NYLON BUSHING (Typ. TOP /NTE9l0R) /10 r J' S. S S M. S W/ 7/16' • z 7/8' NYLON BUSHING Typ. TCP & 80170M (E?ITER/CR) • BOTTOM (INTERIOR) /10 r J /4' S. S S. M. S CRJ /16' Alum. POP RIVETS O 12' 0. G APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT BY EDGE OF SLAB IF APPLICABLE PRODUCT ..?ROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - 0 03 DADE COUNTY AS SHOWN SCALE 2/16/99 GATE 99 — 56 DRAWING NO SHEET 2 OF 10 • b 1 WALL HEADERS WALL HEADERS (INVERTED USE) SCALE :: 3/8" = 1' 00 SILL ADAPTER SCALE: 3/8" = 1 " 1/4' I - 20 S S. THUMBSCREWS VARIES. SEE NOTE BELOW OH LOCKING PIN SCALE 3/8' = 1 ' `.062' fps 2. 000 =-1 SCALE :: 3/8" = 1" 1/4" I - 20 S S 7HUMBSCREIYS VARIES SEE NOTE BELO 6' We. FOR LP TO 9 -0' SHUTTER BLADE LENGTHS. • 12' Wm. FOR SHUTTER BADE LE7YG7115 GREATER T1W1 UP TO 12 3.994' 1.944' 7-2 1 I 1. -.531 1 .679 WALL HEADER WALL HEADER (INVERTED usE) SCALE.• 3/8' = /' A LTERNATE LOCKING PIN SCALE: 3/8' = I' SCALE :: 3/8' = 1" COMPONENTS S 124' 1.612 1.250 © CEILING HEADER SCALE: 3/8' = 1 " H 6 EO BOTTOM BUILT -OUT OF FEMALE END SLAT CI STARTER STRIP SGaLE 3i8' = 1' FEMALE RESIDENTIAL BLADE SCALE: 3/8" = 1. © MALE LOCK SLAT SCALE 3/8" = 1 L L_1.77J --1l 2.291' .1994 ® FEMALE LOCK SLAT SCALE: 4/8" = 1 PLAN ON LOCKER SC41.Z• lye- 1 IL ECO INC. 711117 TE37TMG & ENGINEERING COMPANY CIO KC Attla (. 217. 10011 . ( f.1 7 /L/190I .Tt/t WALTER A. 17LUT Jr P. E FLORIDA Lie. / 44167 MAXIMUM IMPACT ECONOLINE ACCORDION SHUTTER AS;S4 / RES/CENTT4L 9E47744 ACCORDG4 STUTTER METAL TECH, INC. (ASSN /26) • 7635 WEST 2nd COURT NLALEAH. FLORIDA 13041 tCSa.naa - 611T • • cart .45 SHOWN sr ALE 2/16/99 DATE 99 - 56 my/1,w No SHEET 1 OF TO lO MALE LOCK SLAT OJ FEMALE LOCK SLAT SCALE:: 3/8' - SCALE: 3/8 • ■ ! ' 0 -1.000 I 8 - 1.04d' n .477' © SILL SCALE.: 3/8' = /' 5.000' Mar. ■h 00 ALUMINUM ANGLE SCALE: 3/8' - 1 /.255' 0.1 68 © RESIDENTIAL BLADE SCALE :: 3/8' = 1 " n § • I- 1. --7 ® LOCK CLIP 4' LCNVC SCALE: 3/8" = 1' GENERAL NOTE 1. AGY.'ORDIO'V SHUTTER HAS BEEN OESAGA/ED W AODORCANCE rTH THE DADE ClOLINTY. I994 EDITION OF r • SOUTH FtORIGA BL4t0NG CODE DESfJ4 WIND (CADS SNAIL BE OETERVINED AS PER SECTION 6 or ASCE 7 -6d, *VW 110 In.R.n. 9.4.9C WAND SPEED. ACCORD/ON S4J77FR'S ADEQUACY FOR IMPACT AND FAncJE RESSTANCE bus 8EEN •ERIF7ED fN ACCOR04r.E rim SECTIONS 2315 & 2114 RESPECFMYY OF THE ABOrE METRX?NE0 CODE AS PER Alt REPORT 1 0902.01 -98. 2. STAPKESS 57311 S•E7 METAL SCRE1+5 usEr7 Ar L0(M PTN S74 BE / 10 r <f 0-H7 MINIMUM SERIES N/ 133.0 hi WELD POINT t 180 Aral TENS4.E STRENGTH. SCpEms S4 LL BE COATED M )4 rr7.w 5000 SERIES FLUORCPOL MER C04 TLNCS AS MANfAE'ACTURCO BY IM4/7FOR0 Co. BOX 507 NEST CHESTER PA. 19381. 3 ALL ALUMINUM EXTRUSIONS SI•MLL BE 606J - T6 AttOT.. 4. ALL SCREWS TO BE STAJNLESS STEEL 304 OR Jt6 SERIES r/ 50 AM WELD PONT AND 90 k a: TFr6LE STRENGTH. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALL'u ALLOY MTH ALUMINUM ILA MOREL 6. BOLTS TO SE 2024 -T4 ALUMINUM ALLOY G1LVANIZEO OR STAINL•S'S STEEL M 7l .15 kai L :NIu MINIMUM WELD PC/HT. 7. ANCHORS TO 414LL SrA1L BE AS FOLLOWS: (UNLESS oTHE'.3MTSE NOTE17) (A) TO EX7S771.0 POURED CONCRETE - 1/4' I TAXON ANCHORS. AS MANUFACTURED BY 1.7W. RAUSET OR EZ CO INOuSrmEs. INC. - 7/4' • RAIN ZALmAC NuUN ANCHORS AS MANUFACTURED 8? THE RA►L PLUG COMPANY. INC. - 1/4' • rr 7/8' PA wt CALK -IN AS ANNUFACTURE erBY THE RAr2 PLUG COMPANY. MOTES: A.1) MINIMUM Eu9F CF TA7:•oN ANCHOR$ INTO POUR:: CONCRETE 6 1 J/4 MINIMUM ELBE.4IEST GF RA wt ZAMAc NALIN 6 1 J /8' A2) 1/4' • a 7/6' R.4Mt CALX -IN ANCHORS SHALL BE EN17RLY EMBED0C0 INTO THE POURED CONCRETE. NO EMBFrMENT INTO STUCCO SN4LL 8E PERMITTED. 1/4 I -20 SCRE45 USED SHALL BE 7 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE TXA PRECAST STONE. PRECAST CGNCRETE PANELS. OR PATERS BE FOUND ON T7cE EX577NG HALL CR FLOOR. ANCHORS Sw1LL SE LCNC ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE S.ALL BE AS IN0JU TED ON NOTES A.1 &A2 A2ON°_ TO EXST.NG cCNtR.EiF BLOCK WALL 1/4 • TA.I^CN ANCHORS AS MANUFACTURED BY 7. T. W. •AMSE7 CR ELCO IN OUSTRIES INC. (8) - 1/4' • RAMC ZAU.< NA:UN ANCHORS AS MANUFACTURED THE RAM. Pt UC COMPANY; INC. - 1/4' • a 7/8' RAWL CALK -IN AS UAW FAMIRED BY THE RAwt PLUG COMPANY; INC NOTES: B. 7) MINIMUM EMBOLENT OF TAPCON ANCHORS AND RAM. ZAJAAC NAIL IN ANCHORS WTO THE CGNCPE7F BLXX UNIT SHALL BE 1 1/4; 9.2) 1/4' • a 7/8" RAWL CALK - IN ANCHORS SHALL BE EN77RELY EMBEOGFD INTO 774E C BLCYX UNIT. NO EMBEDMENT INTO STUCCO SJ•MLL BE PERMITTED. 1 /4 . I - 20 SCREWS USED SWILL 8E1 1/2" LONG MINIMUM SHOULD STUCCO EMT. 8.3) N. CASE 7r17 PRECAST STONE CR PRECAST CONCRETE PANELS BE FOUND ON THE ET.STD`C WALL ANCNIY?S SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE" BE?QN0 SUCH PANELS ANCF•CPACE SHALL 9E 1 1/4' MINIMUM FOR ANCHORS MENTIONED IN 8.7.). t 7,a• FOR ANCHORS MENTIONED IN 8.2.). (C) ANCHORS S41.1. OE INSTALLED FOtLOMNG ALL OF THE RECOMENL11flONS AND SPECJFCATICNS OF THE ANCHOR'S MANUFACTUREZ BLJi0E ©. ANO TFF KNUor. fl FDR CEXT? rrsQ Q. Q t ®. d 774E STARTEms (De ARE UNDER THE PATENT OF EASTERN METALS. IT SHALL BE THE RE°.PONSTBU Y OF ME CONTRACTOR TO 1, THE SOUNCNESS OF Tlf STRUCTURE WHERE S +UTTT� 6 70 BE A 7:'AC7E7 TD ?'SORE PROPER ANCACRACE EACH UNIT MOST 9EAR A PER. LABEL IN A LTSBLE PACE MTTN A WARNING NOTE ?LS7Rt.CTP'C THE TENANT CR bCAIE GwNER THAT ALL LOCKING PINS. AS wal. AS BOTH LOCKERS HEST BE - PROPERLY INSTAL'-'0 & BOLTED DURING Pte OF HURRICANE WARNING 9aVrTERS M4NJF.ICTURER STAMP SHALL BE PLACED ON THE EXPOSED S✓RFACE Or T7•E FEMALE LOCK 5 (COMPONENT) LE ) one LABEL SHALL BE PLACED FcR ErERT OPENING. LABEL SHALL READ .45 FOLLOWS METAL TECH, INC HIALEAH. FL 0• COUNTY PRC•OtCr C:.NTA7CL APPR'YED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT% Qom 0 IMF / /. . BY PRODUCT CONT D!Y!S:ON BUftD;NG CGOE COMPLIANCE OFFICE ACCEPTANCE ND.C6 - 0 1 . 71 .. 4 •�� DADE COUNTY METRO -IY DE METROPOLITAN DADE COUNTY, FLORIDA PRODUCT CONTROL NOTICE Vinyl Tech/Progressive Glass Technology' 1070 Technology Drive Nokomis EL 34275 Acceptance No.:97- 0310.02 (Revises No.: 96- 1203.05) Expire /26/0 METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2900 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -G339 Your application for Product Approval of: Series SII -701 Aluminum Single Hung Window - Impact Non- Impact undcr Chapter 8 of the Metropolitan Dadc County Codc governing the usc of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 4032, Sheets 1 lhru 7 of 7. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by thc Building Codc Compliance office to bc used in Dadc County, Florida under thc specific conditions sct forth on pages 2 et. seq. and thc Standard Conditions on page 3. This approval shall not be valid aftcr thc expiration date statcd below. The Office of Codc Compliance reserves the right to sccurc this product or material at anytime from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Codc Compliance Office may revoke, modify, or suspend the usc of such product or material immediately. The applicant shall re-evaluate this product or material should any ammcndmcnts to thc South Florida Building Code bc enacted affecting this product or material. The Building Codc Compliance Office reserves the the right to rcvokc this approval, if it is determined by thc Building Codc Compliance Office that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will bc incurred by the manufacturer. Product Control Supervisor TI-IIS IS TI-IE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL . CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by thc Metropolitan Dade County Building Codc Compliance Department and approved by the Building Codc Committee to bc used in Dade County, Florida under the conditions sct forth above. lad es manger, Director Building Codc Compliance Dept. Metropolitan Dadc County Approved:02 /26/98 -1 Internet mail address: postmasters @ibuildingcodeonline.com (c' � Homepage: htlp : / /www.buildingcodeonline.com Vinyl Tcch/Progressivc Glass Technology • ACCEPTANCE No.: 97- 0310.02 APPROVED : FEB 2 6 1998 EXPIRES : FEB 2 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window 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 in Section 7 and within the limitations container[ in Section 3. 1.2 Model Designation: Series SII -701 Aluminum Single hIung Window - Impact and Non - Impact. 1.3 No. & Size of Vents: One vent measuring: 50 -5/8" wide x 38 -1/4" high 2. MATERIAL CHARACTERISTICS 2.1 Sec Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " SI -I Scrics 701," Sheet 1 thru 7 of 7, bearing the Miami -Dadc County Product Control approval stamp. 2.2 Glazing 2.2.1 Glazing Method Exterior glazed with 1/2" glazing penetration using a clear colored adhesive bedding compound, Dmv Corning 899 and a 1.057" x .678" high extruded aluminum snap on. glazing bead (Part/1 612234), with a .200 Diameter x .200 wide x .275 high vinyl bulb by Team Plastics , between bead and glass (Part 116TP -247K or 249K). Glass bite is ' /� ". 2.2.2 Daylight Opening:: One fixed light frame glazed at the top with a clear opening of 48 -1/4" by 34-1/2" high (0/X). 2.3 Panel Construction. 2.3.1 Stiles: Consist of a panel stile of equal legs, 1.165" exterior facc and .414" interior facc by 1 .349" deep and .062" wall thickness aluminum 6065 -T5 extrusion (Part 11612231), with 2 grooves for weatherstrips. 2.3.2 Rails: Bottom rail consists of a square shape with lift extension, a 1.363" outside face by a 1.969" inside facc x 2.326 dccp and .062" wall thickness aluminum 6065 -T5 extrusion, (Part 11 612230), with two screw splines. Top rail consists of a square shape with lift cxtcnsion and notch to join with meeting rail, a 1.081" outside face by a 1.707" inside facc and .062" wall thickness aluminum extrusion (Part /1 612229), with two scrcw splines. 2.3.3 Corner Construction: Butt joint. Each panel fastened with two 11 8 x 1" PPL-[ SMS 2.4 Frame Construction: 2.4.1 1-Iead: Consists of a .737" cxtcrior /.705" intcrior facc by 2.784" dccp flange type aluminum 6063 -T5 extrusion (Part # 612225), typical wall thickness is 0.062 ". 2.4.2 Jambs: Consists of a 1.061" exterior /1.523" interior facc x 2.710" dccp Clangs type aluminum 6063 -T5 extrusion (Part /1 612227), with two scrcw splines, typical wall thickness is 0.062" 2.4.3 Sill: Consists of a .655" cxtcrior /2.330" interior facc by 2.784" deep flange type aluminum 6063 -T5 extrusion (Part it 612226), typical wall thickness is 0.062 ". 2.4.4 Fixed Meeting Rail: Consists of a square shape with unequal leg extensions, 1.403" cxtcrior facc and 2.029" interior facc by 1.342" deep and .062" wall thickness aluminum 6063 -T5 extrusion (Part 11 612228), with two scrcw splines. 2.4.5 Corner Construction: Frame has butt joints. Ft is orncrs an�d xcd meting rail arc secured with two 118 by 1" PPI -1 SMS. Mani4I Perez, P.E. Pid ct Control Examiner Produ Control Division -2- ' Vinyl Tech /Progressive Glass Technology • ACCEPTANCE No.: 97- 0310.02 FEB 2 6 1998 -2a- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEB 2 6 2001 2.5 Weepholes: Quantity Description Location 2.5.1 Two 1/2" wccp notch.. One at each end of sill scrccn rctaincr. 2.6 Sealant & Pads: Framc corners, arc scaled with white colorcd sealant Schnee-Morehead 5504. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Scction 10. 3.2 For Dcsign Pressure Rating on Non - Impact, Small Missilc Impact and Largc Missilc Impact Windows, scc Vinyl Tcch/Progressivc Glass Technology, Drawing No. 4032, titicd " SI -I Scrics 701," Sheet 1 of 7, bearing the Miami -Dadc County Product Control approval stamp. 4. INSTALLATION: 4.1 Scc Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titicd " PW Scrics 701," Shcct 1 thru 7 of 7, bcaring thc Miami -Dade County Product Control approval stamp. Note: Plcasc scc notc 1/11, Page 3 4.2 Attachments of sub -bucks shall be designed by the Architcct or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 Fasteners must be made of stainless steel or havc adequate protection against corrosion, per DIN 5001S. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION . 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copics of the following: 6.1.1 This Notice of Acceptance, including duplicate prints of Vinyl Tech/Progressive Glass Technology, Drawing No. 4032, titled " SI1 Series 701," Sheet 1 thru 7 of 7, bearing the Miami -Dade County Product Control approval stamp. 6.2 This document rcncws and revises Noticc of Acceptance No. 96- 1203.05 datcd 01/06/97. 6.3 I- Iurricane Protection: Scc Vinyl Tcch/Progressivc Glass Technology, Drawing No. 4032, titled " SI-I Scrics 701," Shcct 1 of 7, bcaring thc Miami -Dade County Product Control approval stamp. Mani •1 ' rcz, P.E. Pro Product Control Division t Control Examiner NON - IMI'ACT ( O/X ) 3/16" Annealed Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION n 1.57 PSF PA 202 -94 (0.34 CFM /FT) 0.28 CFM /FT UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 POSITIVE +60.0 PSF +60.0 PSI' UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 NEGATIVE -60.0 PSF -60.0 PSF WATER RESISTANCE (PSF) PA 202 -94 +10.40 PSF +69.33PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 POSITIVE 30 Scconds +90.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 NEGATIVE 30 Scconds -90.0 PSF -60.0 PSF FORCED ENTRY RESISTANCE (FL - •R) ASTM F -588 SATISFACTORY Design Pressure Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) -60.0 I'SF For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Analysis" VinvI Tech/Progressive Class Tcchnolotv • 7. TESTS PERFORMED: 7.1 TESTS ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: -2b- 97 -03 10.02 FEB 2 6 1998 FEB 2 6 2001 Manuc Pc z, P.E., Produc ontrol Examiner Produc Control Division SMALL MISSILE IMPACT WINDOW (O /X ) - I/4" Tempered Glass TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF I'A 202 -94 (0.37 CFM /FT) 0.14 CFM /FT UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 POSITIVE +90.0 I'SF +90.0 PSF UNIFORM STATIC PRESSURE AT DESIGN LOAD PA 202 -94 NEGATIVE -90.0 PSF -90.0 PSF WATER RESISTANCE (PSF) I'A 202 -94 +10.50 PSF +70.0 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 POSITIVE 30 Seconds +135.0 PSF +90.0 PSF UNIFORM STATIC PRESSURE AT FULL TEST LOAD PA 202 -94 NEGATIVE 30 Seconds -135.0 PSF -90.0 PSF FORCED ENTRY RESISTANCE (FER) ASTM F -588 SATISFACfO1tY SMALL MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 POSITIVE (4,500 cycles) +180.0 PSI' +180 I'SF CYCLIC WIND PRESSURE TEST SF13C PA 203 -94 NEGATIVE (4.500 cycles) -180.0 PSF -180.0 PSF Design Pressure Rating (Positive) +70.0 I'SF Design Pressure Rating (Negative) -90.0 I'SF VinvI Tech/Progressive C lass Tcchnolozv • 7.2 TESTS NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: - 2c - ACCEPTANCE No.: 97- 0310.02 APPROVED FEB 2 6 1998 EXPIRES : FEB 2. 6 2001 '2/j Manu Pc cz, P.C., Produg(Qbntrol Examiner Product Control Division LARGE MISSILE IMI'ACT WINDOW —( O/X ) — 3/16" Annealed Senlryglus TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSI' SFBC PA 202 -94 (0.37 CFM /FT) 0.28 CFM /FT UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 POSITIVE +60.0 PSI' +60.0 PSF UNIFORM STATIC PRESSURE- DESIGN LOADS SFBC PA 202 -94 NEGATIVE -60.0 PSF -60.0 PSF WATER RESISTANCE (PSF) SFI3C PA 202 -94 +9.0 PSF +60.0PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFBC PA 202 -94 POSITIVE +90.0 PSF +60.0 PSF UNIFORM STATIC PRESSURE -FULL TEST LOAD SFI3C PA 202 -94 NEGATIVE -90.0 PSF -60.0 PSF FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (4,500 cycles) +60.0 PSF +60.0 PSF CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 NEGATIVE (4,500 cycles) -60.0 PSF -60.0 PSF Design l'ressurc Rating (Positive) +60.0 PSF Design Pressure Rating (Negative) -60.0 PSI' Vinyl Tech /Pro'„ressiye Glass Tcchnolnv • ACCEPTANCE No.: 97- 0310.02 APPROVED : FEB 2 6 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: (continual) 7.3 TESTS RESULTS: EXPIRES : FEB 2 6 2001 -2d J /f.... 4 Manuc P rcz, P.E., Prod Product Control Division 'ontrol Examiner Vinyl Tech /Progressive Glass Technology • - 2e - ACCEPTANCE No.: 97- 0310.02 APPROVED FEB 2 6 1998 EXPIRES : FEB 2 6 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. EVIDENCE SUBMITTED 3.1 Tcsts: 8.1.1 Test rcport No. FTL -1536 prepared by Fcncstration Tcsting Laboratory, datcd January 15, 1997, signed and scalcd by Gilbcrt Diamond, P.E. for the following tcsts: I) Air Infiltration Tcst, per PA 202 -94. 2) Uniform Load Static Air Prcssurc Tcst, per PA 202 -94. 3) Water Resistance Tcst, per PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an O/X configuration 53 -1/8" wide by 76" high Scrics SI-I -701 aluminum single hung window glazed with 3/16" tempered glass and scction drawings marked by Fenestration Tcsting Laboratory 3.1.2 Test rcport No. FTL -1533 prcparcd by Fenestration Testing Laboratory, datcd January 30, 1997, signcd and scaled by Gilbcrt Diamond, P.E. for the following tcsts: 1) Air Infiltration Tcst, per PA 202 -94. 2) Uniform Load Static Air Pressure Test, per PA 202 -94. 3) Watcr Rcsistancc Tcst, per PA 202 -94. 4) Forced Entry Rcsistancc Tcst, per AAMA 1302.5 -76. 5) Small Missile Impact Tcst, per PA 201 -94. 6) Cyclic Wind Prcssurc Loading, per PA 203 -94. along with installation diagram of an 0/X configuration 53 -1/8" wide by 76" high Series SI-I -701 aluminum single hung window glazed with 1/4" tempered glass and section drawings marked by Fenestration Tcsting Laboratory 3.1.3 Tcst rcport No. FTL -1531 prepared by Fcncstration Testing Laboratory, datcd January 14, 1997, signed and scaled by Gilbert Diamond, P.E. for the following tcsts: 1) Air Infiltration Tcst, per PA 202 -94. 2) Uniform Load Static Air Prcssurc Tcst, per PA 202 -94. 3) Water Resistance Tcst, per PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. 5) Large Missilc Impact Test, per PA 201 -94. 6) Cyclic Wind Pressure Loading Tcst, per PA 203 -94. along with installation diagram of an 0/X configuration 53 -1/8" wide by 76" high Series SI -I -701 aluminum single hung window glazed with 3/16" annealed Senlryglas and scction drawings marked by Fenestration Testing Laboratory 3.2 Drawing: 8.2.2 Drawing No. 4032, titled "SI-1 Scrics 701 ", Shccts 1 thru 7 of 7, prepared by Vinyl Tcch/Progressivc Glass Technology, datcd 11/27/96 and rcviscd on 01/12/98, signcd and scalcd by Robert L. Clark, PI Manu Pcrez, P.E., Prods ntrol Examiner Product Control Division • Vinv1 Tech/Progressive Glass Tcchnolow • ACCEPTANCE No.: 97- 0310.02 AP'P EXPIRES • • • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS FEB 2 6 1998 FEB 2 6 2001 8.3 Material Certification: 8.3.1 Aggregate Certification, datcd November 10, 1995, by CSR Rinkcr Materials for No. 6 coarsc mineral aggregate per ASTM D- 1363 -86 "Standard Specification for Mincral Aggregate Uscd on Built -Up Roofs ". 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Calculations prepared by Ivan R. Dory, P.E., dated March 3, 1997, signed and sealed by Ivan R. Dory, P.E. 9. COMPARATIVE ANALYSIS: For "Comparative Analysis" and "Small Missilc Supplemental Analysis Tables ", sec Vinyl Tech/Progressive Glass Technology, drawing No. 4032, titicd "Sl -I Scrics 701 ", Shccts 4 and 7 of 7 respectively, datcd 11/27/96 and rcviscd on 01/12/98, signed and scalcd by Robcrt L. Clark, P.E, bearing the Miami -Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation and cross - scctions, scc Vinyl Tech/Progressivc Glass Technology, Dwg. No. 4032, titicd "SI -I Scrics 701 ", Sheets 1 thru 7 of 7, bearing the Miami -Dadc County Product Control approval stamp. -2f- Man I P rcz, P.E., Prodh Product Control Division ntrol Examiner Vinyl Tcch /Pro ressivc Glass Technolmuv ACCEPTANCE No.: 97- 0310.02 FEB 261998 . FEB 262001 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1.Rcnewal of this Acccptancc (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) ycars. 2.Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acccptancc. 3.Rcncwals of Acccptancc will not be considcrcd if: a) Thcrc has been a change in the South Florida Building Codc 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 (idcntical) as the onc originally approved; c) If the Acccptancc holdcr has not complied with all thc requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prcparcd, signed and scaled the rcquircd documcntation initially submitted , is no longer practicing the engineering profession. 4.Any rcvision or change in the materials, use, and/or manufacture of thc product or proccss shall automatically be cause for termination of this Acccptancc, unless prior written approval has bccn requested (through the filing of a revision application with appropriatc fcc) and granted by this office. 5.Any attic following shall also be grounds for removal of this Acccptancc: a) Unsatisfactory performance of this product or proccss; b) Misusc of this Acccptancc as an endorsement of any product, for sales, advertising or any othcr purpose. 6.Thc Noticc of Acccptancc number preceded by the words Dadc County, Florida, and followed by the expiration date may bc displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall bc done in its cntircty. 7.A copy of this Acccptancc as well as approved drawings and othcr documents, where it applies, shall be provided to the uscr by the manufacturer or its distributors and shall bc available for inspection at the job site at all timcs. The copies nccd not bc rcscalcd by thc engineer. S.Failurc to comply with any scction of this Acccptancc shall be cause for termination and removal of Acccptancc. 9.This Acccptancc contains pages I, 2, 2(a) through 2(0 and this last page 3. Items 10, 11 & 12 listed below only apply to fylaicd products and doors 10. Unless specifically indicated in the Acccptancc (approval), this unit is approvcd as a single unit installation. For multiple installation of this unit, a separate Acccptancc for mullions is rcquircd from the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Noticc of Acccptancc. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Noticc of Acccptancc, but in no casc shall exceed 24" on ccntcr. The first fastcncr shall bc located at a maximum of 6" from cach corncr and mullion or stile. Fastcncr shall fully penetrate the buck, which shall be the samc size as the onc tested with thc unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Sccurity and Forced Entry Prcvcntion, Chapter 36 of the South Florida Building Codc. END OF THIS IS ACCEI'TANCE -3- Manuel Perez, P. E., Product Co r , fr xamincr Product ontrol Division 76.000 MAX. C F NON — IMPACT WINDOWS 1.) GLAZING: 3/16" ANN. 2.) CONFIGURATIONS: OX .3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 4 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 4 5.). SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 53. 125 MAX. ELEVATION SMALL MISSLE IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX .3.) DESIGN PRESSURE RATING: SEE SUPPLEMENTAL ANALYSIS TABLES ON SHEET 7 4.) ANCHORS: SEE SUPPLEMENTAL ANALYSIS TABLES ON SHEET 7 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 30 FEET & ABOVE. ITEM DESCRIPTION 1 1 FLANGED FRAME HEAD 2 4 5 6 8 GLAZING BEAD 9 WEATHERSTRIP — VINYL BULB 10 3/16" ANNEALED GLASS 5/16 " ANN. GLASS W /DUPONT 457 FILM 12 1/ " TEMPERED GLASS 1 13 ;; "6 x .750 PHIL. PN. HD. 14 'SWEEP LATCH 15 : x .625 PHIL FLT. HD. 16 WINDLOAD ADAPTER 17 r .''8 x .375 PHIL. P.H. TEK 18 WEATHERSTRIP — VINYL BULB\ SASH 19 20 21 BALANCE COVER 22 23 WEATHERSTRIP — PILE\ FINSEAL 24 .ASH FACE GUIDE 25 r-'6 x .500 PHIL. FLT. HD. 26 SASH STOP 27 `8 x 1.000 PHIL. P.H. SMS 28 SILICON 29 6 'EATHERSTRIP — VINYL BULB\SASH LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 3/16" ANN. SENTRY GLASS 2.) CONFIGURATIONS: OX .3.) DESIGN PRESSURE RATING: X60 P.S.F.. — 60 P.S.F. 4.) i.NCHORS: MAY. 6" FROM EACH CORNER MAY. SPACING AT HEAD & SILL: 11.000 MAY. SPACING AT JAMS: 16.000 5.) SHUTTER REQUIREMENT: 1 SHUT IERS REQUIRED p FLANGED FRAME SILL LANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL SASH SIDE RAIL SASH TOP GUIDE SCREEN E?ALANCE Revisions: Material: Drown By: R. s. Revised By: D. B. Vendor No.: Dote: 11/27/96 Dote: 1/12/98 Seale: N.T.S. Classification: Description: Address: V.T. 612225 612226 612227 612228 ALUMAX 612229 ALUMAX EXTRUSIONS 612230 612231 612234 6TP247K 7658PFAA 7858 WW 612236 78X38PPT 6TP249K Yc'. AxMe of do77r Nry ("dos' Prod. CO : VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS TEAM PLASTICS PPG. LOF LAM. BY ROMAG. VERICOM PPG. LOF AOUA FASTENERS MINIATURE DIE CASTING MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS TEAM PLASTICS MERCHANTS FASTENER CORP. MASTER TOOL VINYL TECH. \ PGT WYBORG CALDWELL MANUFACTURING INC. 61062W SCHLEGEL CORP. FS7826-187 70251 MASTER TOOL 7—M10-251 76X12FPAW SCHERER INDUST. PRODUCTS 612244 ALUMAX EXTRUSIONS AF— 12244 78X 1 PPA MERCHANTS FASTENER CORP. 62899 1 DOV/ CORNING 6TP248K TEAM PLASTICS Series /Model: 701 ELEVATION VIEW Item: TP -249 5TAVc 899 TP -248 A?PROVED fS COM PLYING 'f,"TH THE SOUTH FLORIDA BUILDING CODE DAT Z ln g BY PRODU a CNTROL DIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q 6310 • pz /essivA SS technof09Y Yav/atra d Stadv4 ! dalan Gm ow ." Sheet: P.O. BOX 1529 Size: Drcwiny No.: NOKOMIS, FL. 34274 B 4032 VENDOR # AF— 12225 AF -12226 AF -12227 AF— 12228 AF -12229 AF -12230 AF -12237 AF -12234 t P -24 7 PGT. 214. XX AF -12236 7—M10-344 of 7 Rev.: B A. r o o o r *II 76. 000 ROUGH OPENING ROUGH OPENING VERTICAL SECTION ROUGH OPENING 2.710 Revisions: Material: Drown By. R. S Revised By: D.B. Vendor No.: Dote: 11/22/96 Oat.: 1/12/98 Score: N.T.S 53.125 HORIZONTAL SECTION Classification: Description: Address: 'Prod. Category: 'Series/Nadel: 1 SH Iltem: ET f 1bNSfic W o o? W/ SECT. CROSS SECTIONS P.O. BOX 1529 NOKOMIS, FL. 34274 ROUGH' OPENING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT FE= UF1R'r' ' 19c1g _ Pn0OL' �ONTRC'L ELUDING CODE COMPL: ACE OFFICE ACCEFTANCENO )Id. n 2 . YarfsNa of $t. Stosdoll f QM." ass Midwf Sheet: Size: Drowing No.: B 4032 of 7 Rev.: B 4hci p4 Revisions: Material: Grown By: D. B. Revised By: D.B. Vendor No.: Oo t e: 1/21 /97 D 1/12/97 Scale: N.T.S Vow* 1r= 0' awry Ny CMJvs rM Classification: (Prod. Catte : ISeries/Model: 701 Description: GLAZING OPTIONS Address: P.O. BOX 1529 NOKOMIS, FL. 34274 I progressive LA S5 technology wlrae.e of Stodge a aeian a® .Rams Item: Size: Growing No.: B 4032 Sheet: Z of 7 Rev.: B 3/16" ANNEALED GLASS .500 3/16" W /DUPONT FILM - (457) INTERIOR SIDE 1/4" TEMPERED GLASS APPROVED AS COMPLYING WITH THE SOUTH FLOMA B'U!LD :NG CODE DATF ti U' • 1'r� EY ///, . , a� _ 4 FR OM! ■TnCL BUIL COMPLIANCE OFF +CE ACCEPTASCE DING CODE No.97 /)310 Z Window Heights Window Widths Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (S) 44.000 (S) 4S.000 (S) (S) + 69.30 53.125 (S) 26.000 (S) - 140.00 169.30 - 140.00 + 69.30 - 140.00 + 69.30 - 135.00 + 69.30 - 135.00 1 69.30 - 135.00 169.30 I - 130.00 + 69.30 - 130.00 + 69.30 1 - 128.36 + 69.30 35.375 (S) - 140.00 + 69.30 - 135.00 + 69.30 - 135.00 1 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 1 - 117.56 + 69.30 - 105.5S + 69.30 1 - 93.15 + 69.30 50.625 (5) - 135.00 + 69.30 1 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 125.00 + 69.30 - 112.41 + 69.30 1 - 9S.07 + 69.30 - S6.97 + 69.30 + 69.30 - 75.95 + 69.30 63.000 (S) - 103.25 + 69.30 1 - 92.56 1 69.30 - 59.57 169.30 - 57.32 1 69.30 - 57.32 + 69.30 - 87.32 1 69.30 1 - S6.00 + 69.30 - 76.59 + 69.30 + 69.30 - 66.09 + 66.09 76.000 (12) - 79.65 1 69.30 I ,- 69.42 + 69.30 - 66.05 166.05 - 61.53 + 61.53 - 60.04 + 60.04 - 60.00 + 60.00 1 - 60.00 1 60.00 - 60.00 + 60.00 + 69.30 - 57.00 + 57.00 Window Heights Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (:) 40.000 - 135.00 (S) + 69.30 1 44.000 - 130.00 (S) + 69.30 1 4S.000 - 130.00 (S) + 69.30 53.125 - 12S.36 (S) + 69.30 26.000. (12) - 140.00 + 69.30 1 - 140.00 1 69.30 - 140.00 + 69.30 - 135.00 1 69.30 - 135.00 + 69.30 3S.375 (12) - 140.00 + 69.30 I - 135.00 + 69.30 - 135.00 1 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 117.56 + 69.30 - I05.5S + 69.30 - 93.15 + 69.30 50.625 (12) - 135.00 + 69.30 1 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 125.00 1 69.30 - 112.41 + 69.30 1 - 9S.07 + 69.30 1 - 56.97 + 69.30 - 75.95 + 69.30 63.000 (16) - 103.25 + 69.30 - 92.56 1 69.30 - 59.57 169.30 - S7.32 + 69.30 - 57.32 + 69.30 - S7.32 + 69.30 1 - 56.00 + 69.30 1 - 76.59 + 69.30 - 66.09 + 66.09 76.000 (16) - 79.65 + 69.30 - 69.42 + 69.30 - 66.05 + 66.05 - 61.53 + 61.53 - 60.04 + 60.04 - 60.00 1 60.00 - 60.00 + 60.00 - 60.00 + 60.00 - 57.00 + 57.00 NOTE: Numbers in O parentheses are quantity of anchors per side. Ncea:ive Design Loads based on Comparative Analysis (psi), and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis (esf), and Water Test Pressure. . Numbers above are for X10 screws or 3116" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail) NOTE: Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs = 14.000 NOTE: Numbers in fl parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis (Dsf), and Water Test Pressure. Numbers above ire for 412 screws or 1/4" Tapcons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each 1\Ieet. Rail). NOTE: Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs = 14.000 ,&t`C-Z�� / Revaiors: ht o feria?: Drown By: D. 8 Revised By: D.B Vendor No.: Dose: 02/24/97 Dote: 12/98 Scale: N.T.S Clos silica tion: Prod. CaSH : Address: P.O. BOX 1529 NOKOlv11S, FL. 34274 Size: I Drawing No.: 02PR0YED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT cc ∎G AR IoQg BY = '- PRODUI - ONTROL DIVIS.Ori BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Cr Z VINYL T L 1 I 55 tecology� el Mn, Ye/ c+ev Ca:oa O *KA. , Series /Model: nem: 701 I FTL -15361 Sheet: 4 of Description: COMPARATIVE ANALYSIS FOR NON- IMPACT 76" HIGH "OX" SINGLE HUNG USING 3/16" ANNEALED GLASS B I 4032 1 x WOOD . BUCK 3/16" TAPCON 4 v, v .•n TYP. SILL TYP. HEAD • D • 1.250 v o • 3/16" TAPCON r 250 MAX. 1.250 2 x WOOD BUCK v n a TYP. HEAD • A O TYP. SILL V .a a • Q• • • v. • a ..a 250 M.X. 1.250 2 x WOOD BUCK Revisions: Material: Drown By: R. S Revised By: D.B. endor No.: 1 l! /r f/ 1.250 TYP. JAMB °°e /19/97 D 1 / 12/98 Scale: N.T.S. 1 x WOOD BUCK Classification: Description: Address: P.O. BOX 1529 NOKOMIS, FL. 34274 • 4 a Iknokcares a aonr ny DICICILOSI Prod. Category: TYPICAL SINGLE (3/16" TAPCON .250 MAX. Series /Model: 701 TYP. JAMS IIPPROYED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 'DAT _[ .t: 19 BY PRODU ONTROL DIV':S.ON BUILDiNG CODE COMPLIANCE OFFICE ACCEPTANCE NOQ '7" n � 10. ' progressive LA 55 technology ~ware d 9adal t odan a® .a I Item: 'Sheet: ANCH. HUNG ANCHORAGE /OR #10 PANHEAD) Size: Growing No.: 4 B 4032 2 x WOOD BUCK o 7 Rev.: 1 x WOOD - BUCK „ • 7 1/4" TAPCON ••• TYP HEAD T TYP. SILL o .o , 1.250 1 " TAPCON 1.250 #12 PANHEAD 0 a v • 4 ' TYP HEAD TYP. SILL 1.250 2 x WOOD BUCK XailY 1/4" TAPCON Revisions: Material: Ora n By R S Revised By: a a Vendor No.: TYP. JAMB B : Ite /19/97 c le/12/98 scot.: N.T.S. Classification: Description: #12 PANHEAD Prod. Caggory: .250 MAX. Series/Model: 701 — 1.250 TYP. JAm8 c 2 x WOOD BUCK APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Dijr CoRUP■R By 4 1 PRODUf TROL DIV!S:O.N BU1LDiNG CODE COMPLIANCE OFFICE ACCEPTANCE NO. 6310 Item: ANCH. N L TECII e_s±fi lizeixtra 0.*V7 74 [Adosarel gig.....fechnology Address: P.O. BOX 1529 !Size: Ora wing No.: NOKOMIS, FL. 34274 I B 4032 Sheet: TYPICAL SINGLE HUNG ANCHORAGE (1/4" TAPCON /OR #12 PANHEAD) / I Rev.: Window Heights Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (S) 44.000 (S) 4S.000 (S) 1 53.125 (S) 26.000 (12) - 130.00 + 69.30 - 180.00 + 69.30 - 180.00 + 69.30 - 1 50.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 1 - 180.00 + 69.30 33.375 (12) - 150.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 180.00 + 69.30 - 130.00 + 69.30 - 176.78 + 69.30 - 155.37 + 69.30 1 - 139.73 + 69.30 50.625 (12) - 150.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 16S.62 + 69.30 - 147.10 + 69.30 - 130.45 + 69.30 1 - 113.93 + 69.30 63.000 (16) - 154.S8 + 69.30 - 133.85 + 69.30 - 134.36 + 69.30 - 130.93 + 69.30 - 130.93 + 69.30 - 130.9S + 69.30 - 130.9S + 69.30 - 114.83 + 69.30 1 - 99.13 + 69.30 76.000 (16) - 119.43 + 69.30 - 104.13 + 69.30 - 99.07 + 69.30 - 92.30 + 69.30 - 90.06 + 69.30 - 90.00 + 69.30 - 90.00 + 69.30 - 90.00 + 69.30 1 - 90.00 + 69.30 Window Heights 'Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (S) 43.000 (8) 1 53.125 (8) 26.000 (8) - 150.00 _ 69.30 - 180.00 + 69.30 - 130.00 + 69.30 - 180.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 180.00 + 69.30 1 - 180.00 + 69.30 33.375 (S) - 130.00 + 69.30 - 180.00 + 69.30 - 130.00 + 69.30 - 130.00 + 69.30 - 180.00 + 69.30 - 180.00 + 69.30 - 176.73 + 69.30 - 153.37 + 69.30 - 139.73 + 69.30 50.625 (8) - 180.00 + 69.30 - 180.00 + 69.30 - 150.00 + 69.30 - 130.00 + 69.30 - 180.00 + 69.30 - 163.62 + 69.30 - 147.10 + 69.30 - 130.45 + 69.30 - 113.93 + 69.30 63.000 (8) - 154.S3 + 69.30 , - 13S.85 + 69.30 - 134.36 + 69.30 - 130.93 + 69.30 - 130.93 + 69.30 - 130.98 + 69.30 - 130.93 + 69.30 - 114.53 + 69.30 - 99.13 + 69.30 76.000 (12) - 119.43 + 69.30 - 104.13 + 69.30 - 99.07 + 69.30 - 92.30 + 69.30 - 90.06 + 69.30 - 90.00 + 69.30 - 90.00 + 69.30 - 90.00 + 69.30 1 - 90.00 + 69.30 NOTE: Numbers in 0 parentheses arc quantity of anchors per side. Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure. Numbers above are for; 410 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail) NOTE: Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs = 14.000 NOTE: Numbers in 0 parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E. Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure. Numbers above are for 412 screws or 1/4" Tapcons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail). NOTE: Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs = 14.000 /71(4/ Revisions: Material: fawn : v D. B. Revised 8y: D.B. may` vendor No.: • Dote: 1/12/98 1 Scale: N.T.S Classification: Address: i L T E C I I ' progressive a Asstechnoloe y wubcore W OAR, *j L'.d # Youkcfia d Srowv teas O® spa... Prod. Category: S Series /Model: 701 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19Pg EY PRODU' - "TROL DIvIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. l S . Rem: FTL -1533 Sheet: Description: SUPPLEMENTAL ANALYSIS FOR SMALL MISSLE IMPACT 76" HIGH "OX" SINGLE HUNG USING 1/4" TEMPERED GLASS P.O. BOX 1529 Size: Drawing No.: NOKOMIS, FL. 34274 I B 4 032 . of 7 Rev.: B MIAM1211 PRODUCT CONTROL NOTICE OF ACCEPTANCE MetalTech, Inc. 7635 West 2nd Court Hialeah CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 application for Product Approval of: + U ((t' t } !! / PRODUCT CONTROL DIVISION Your a pp pp I I I I i , , � n(� \' (305) 375 -2902 FAX (305) 372 -6339 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Code of Miami-Dad ugkerniz the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0217.06 Expires:04 /04/2000 FL 33014 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Approved: 04/22/1999 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Internet mail address: postmaster @buildingcodeonline.com MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division Lrn, rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage:.http://www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No. : 99- 0217.06 APPROVED APR 2 2 1999 EXPIRES 04/04/2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 95- 1220.03, which was issued on April 4, 1996. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter .2.3, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95015, titled "20 Ga. ", prepared by Ramms Engineering, Inc., dated October 1, 1995, sheets 1 through 6 of 6, signed and sealed by Robert S. Monsour, P.E., bearing the Miami -Dade County Product Control Approval and renewal stamps 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 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 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. IL , ,u./.„ Helmy A. Nl car, P. E. - Product Control Examiner Product Control Division 2 of 3 MetalTech, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. 144car, P.E. - Product Control Examiner Product Control Division 3 of 3 ACCEPTANCE No.: 99- 0217.06 APPROVED EXPIRES • APR 2 2 1999 04/04/2000 • / 7/I'' 1' :0RN£R PAN h 2 5/r t' 7 Virg 1 .062 7 2 1/2' HZB 1 5/r f f 2 9/r. 7 f I SPECIAL PANEL SEC ZION 2 5/8' TYPICAL PANEL SECTION MOUNTINC HOLES 12 1/7' O.0 CROSS SECTIONS .060 1 '/r RE7IJRN 4, .060 LZH snip MAY 8E 'NULLED IN REVERSE DIRECTION TYPICAL 0' - r ruICS °LGCX/NC 1 ' i - - r • f FIAT sW _, L i L.JH = /4' ALL SAUOS :18' ) ALL APPLICAnC:S wawa 510000 18 -8 STAINS STEEL KNURLED 571/03 12 1/r 0.C. .V'" ( TA? ) ALL APPUGIJONS ANCHOR MOUNTING HOES LOOMED ON 07HER HORIZONTAL 01? VER11GtL LEG 1/2'• FOR RENOVAELE. 1 /4'0 FOR PERMANANT ANCHOR SPACING Ns. DESIGN PRESSURE 1/8' ANGLE MAY VARY 24 SIZE ANGIES STI/00(0 /rl e.g. 1.5x1.5 2:.3. 2x2 or 5.25r2.25 SNORTER LEG ONLY STUDDED ANGLE DETAIL 1/8' x 1 7/2 FLAT S7UOOEO S1R4P MAY BE USED IN PLACE OF ANGLE CCMF_: E S %V; -u: S.F.e.C. 199- DACE COUNTY SOUTH -.LCRICA BU/LCIN,^, CCDES C7 -APT 23. SECTIONS -402.3 •CCPT ;ON CF ASCE 7 —ae. 2314.5 FATIGUE 1_ CAC TESTING. 2315 IMPACT TESTS ANC 799- S.E.C. !DESIGN CRITERIA: WINO LCAO P E'R CHAPTER 23 CF S.F.5.0 PRESSUI?E RECUIREMENT CALCULATIONS MUST eE PER PCRMEI:, PER ASCE 7 - "•MINIMUM CESP f PTANCE Nol_pa n . 0 le LOADS FCR 3U1LOlNG ANO CT! -!ER STR;,ICTUR.73 CEFL=CTICN - LAIC w /2" MAX ON FCSITIVE LOAC EXPIRA ION DATE j� R4Rt L o� B y Ile PROD CONTROL DIvI IS O cESlCrJE [NG CODE COMPLIANCE 0 GENERAL /VC TES: Ti—Ns APPRCVES STEEL STC PANELS FCR THE ' ^LLC'NlNC L A. NON CCASTAL ZONE BL//LOING CCASTAL ANG NON =CASTAL ZONE 9UILCING ALL ALUMINUM EXT R JS/ONS T^ eE ALLOY 6063 - OR ECLIAL STCRM PANELS Si -+ALL eE AS7A4 SC GRACE A MIN. Fy WIT,- A NOMINAL 'W /CTH OF 20 GAUGE STEEL. ..73 1(.S. /. MIN /AA!JM VALUE 2 7 /2" HO DIP CCATEC. T.H STORM PANEL SHLTTER /NAY eE tNSTA1tg.. VERTICALLY ^R 1-!CR:ZCN ^ILLY, IN ACCCRCANCE TC THE CE:AIL=0 SPEC/F /CA /CNS r. ERE /N. ED c= G /S7ANC= SPEC /F :CAricN .ABLE APPLES I- fEACER AND SILL APPL :CAT :CNS ONLY T C PRODUCT RENE 20 ga. ANCHORAGE OF THE S?=UTTE.R SYSTEM TG CCNC.RSTS CR MASONRY SHALL. CONSIST CF 7 /d'" CIA. X 7 1/2" SLEE VEC 0R /VE ANC?-1CR5 ( STAR OR`.^ /INS j . ' /4-2C MACHINE SCREW ANC! -'CR ( TAMP /NS j Y117 -! RLUCS. 1 /4' X ? 7/2 MASCNRY SCREWS ( TAPOONS 7 /4" X 7 7/2" WECCE ANCY.^,R OR SLEEVE ANC`ICRS. ( 7/ X 3/4 LACS CR /f ; d EEL; TARP,NC SCREW j wiT.=f LAG S'I+EIL.7 NAIL EC S L/G ANC -'CRS CR OTHER CAC_ C ,L•NTY ARPRCVEC ANCHORS NC T L:STEC USE. /N CCMEINATICN wlTH 7 / MACHINE SCREWS WITH ? -2C NUT= ANC WASHERS. 7/ / /ASHEREC, WINGNUT_. ;CG' - YHOL= WAS/ -HERS ANC (NURLEC STUCS. :PAC :NC AS :NCFCATED CN re-41S . AW1NG. ANCNCRS SHALL P CviCE A MINIMUM 4- MEE:CMENT :N70 THE WC0C. MASGNRY BR!C?C ANC/CR CONCRETE. RE.EER TC ANCHOR SC.wCULS FOR MINIMUM ENEE :MENT ANC -!CR LEVC7H MAY VARY 7C ACHIVE THE PRCE'E.R cMeE::mENT. Sr-_ SHEETS 5.5 ANC •7 FOG. AL ERN,T!VE ANCHORS ANC CONC17:CNS AIVCi7.^.RACE 7c wCCO CCNSTRL:C770N SHALL 9E 7 /4' STEEL LAGS CR LARGER / //7/-1 7" MIN. PSNETRATICN, 7/4-2C SRASS wC0C 9US/- fNG5 SEE SHEETS 5.5 ANC 7 FCR ALTERN /TIVE ANCF,CRS ANO CCNCITIGNS ALTERNATIVE ANC!-'CPS ANC CCNCITIONS CN S?-45T NC.'S 2 -6 EACH UNIT Si -!ALL BEAR A PE.,t,.ANENT LABEr CR STAMP SHCWI IV G .NE TALTECI-% INC. . f /A L.=A i -!. A " CE CO UNTY PRCCUCa CON T.WL APPRCVEC 'WA RNING 70 0 % 1 /^. 1 0P TENANT -0CAT EC IN EA CI, 1- !EA 0E.P CR CNE PANEL CF EACH OPEN /NG. _ TAT :NC " STCRM PANELS Y /ILL NCT CF-PER r!URR/CANE PROTECT/ON UNLESS ALL REINFORC :NG STRAPS CR 20LTE ARE PROPERLY INSTALL.✓, %Vh -!EN P.EOUREO OURING 'WING VELOCITIES EXCEEG/N ; 75 ,N.P.!•/. PERMANENT FASTENER COMPONENTS. EMSEOOEO ANCI -40R 'BOLTS. T HREAOEG CONES CR Mc IAL S# NOT IN 'USE. MUST eE PROTECTED AGAINST CORROSION, CONTAM /NAT 1CN ANO DAMAGE AT ALL TIME. ROBER -;B~ IMSD R, _ PE EB '— '6"e 4 win EJIGUnepaIIC; IK APPROVED AS C G WITH' THE CODE 1 SOUTH FLORID DAT BY PROD OL DIVISION BUI ' ' COMPUANCE OFFICE ACCEPTANCE NO95' 1 226,x03 ae/ .CE 0 z - Ny qtt a . SEP /JRB ..rr 70/O I/95 SHOWN 95015 1 F W 0 m W —♦ -74 / - I J 7/4 1 2 . 9GL: 771 LEAS SHETLD CR SE NOIr W. I 1 I I I t • • DETAIL 1 • 4 9 THRU A?NOCN Ins „ , f STORM PANE'_ ' 1 J/E' 1HRUBOLTS 3 1/r o. c. "4 t :ITN 2XJx 725 AN S!, ON SO7'TOM WINO PRE5URE 77.5 P•S.F..HA7: r •(AX,MUM PANEL LENGTH :I NI H£AGER :17TH 7/•- • r LAGS Rao 2..4 LEOC t • NO 1X4 L.JGER USE LAGS NM TRUSS RETURN WITH FLAT WASHERS USE 7/16' LAGS 717101 24 2 X • 5 - RINGER IO BE 0.45 4LLFD BET4FDI TRUSSES TO SUPPORT JYo OF MEAO£R IF IT r5 MORE 77'4N 6 PAST TRUSS ; 7 � j 1 /a' X 7 7/2' HAMMER GRNES OR SC NOM* 90X9 TO `MRDwARE SHEt. FOR SPACNG DETAIL 9 . C 17.07 A14C4GRP4 110 NOGG USE LAG SOUS OR SEE Nor * DETAIL FLOOR Pu c AND 44.4a4NE SERE7T AM^1VR I II I II FULL STORM PANa TM77M= oars 1 0. A CORNER AACLE iN Y % Rr 0.204 N 1 HEADER WAM 1171 J WO LA1 :G 5 CW w70 TRUSS RETURN USE 7/76 LAGS *7104 24 7 : /4 MAXIMUM AGC0 COUNTER 1 1/r M.Y. 771 TAIE55 - OUNTER M4r 3E 7LADE ' Or•.ER •447 - SRr'L 215 x -25 x 1/0.^ ANGLE UARIE FLANC' gar :£ Re/s?sa OR ROTA7W HGR10NTALLr 'DR AN AOR/S:ABL MOR /SILL 1 / 7+RU am?' 4/ LOCX NUT 7E' 0.C. ....._,4EACER OR DLL 7.AJ1rDU5 91£5 RETURN PAN mv40uS 9155 SPECK PANEL CONRRa AJVN M4r et NEEDED MR TRAPPED warms somas Mir BE ADDED 10 NON A M4XIYW A00-ON OF S FASTDVED 70 pANQ BT 174E USE OF /6s POP RNE7S J//1P TUBULAR RNETS OR 10-24 DMI BOLA 16' 0.G AM& PANL ANGLE. MSS 35 U ON ALL 61I11D OUT 770NCR4?NG :D CIQSE OF7 ems 1/6 x 7 7/2 FLAT 34R r =room 41771 mown • SILL MB r0.= = = C 7,- DETAIL 5 • Z t SLOT= MOLN1lC NDLE 447 R£ USED N CEMER NS OF PANEL 77P. FOR ALL SKOAL PAN APPLJGMIONS = = = = = PLAN WEW5 DETAIL 17 A. 4 c SEE GENERAL NOTES ON W000 MEADO? oR 9Lc u I7 77 r /• sLaxo DRNE AN0.179 OR SE'E No1E * Lc OR SC AS MENDER OR SILL c0: t4 wHEN JJICHCROVC wl'0 4000 LTSE LAC i0tr 0? No7E * LAC BOL15 OR SE NOTE * C MFAOER 09 SILL VAR70U5 rtrES MOOD. CONCRETE 014 4MSON497 MEAD& OR S41 DEWL 2 OH 09 O7 : 57{=COCO ANGL_ VA? Sr t•CUNT•7' 0.1 R£AFRW 0 5CAON coNrLN(/'JUS &O0ING '1 7/8 ANGLE U•Rr1US SIZES 5771£4W 0R 90LIED =MEP 77174 /14 x J/4 sdprApPluG SCREWS 09 1/ -20 7HRU 3OLT 9/ Loco NUT lZ 0.0. um) AS HEA001 0R SILL E.0.• � , /4_20 FLOOR PLUG M7M NAC HNE SCREW ANCHOR OR SE NOM * 71.5 PSF MAX. DETAIL 10 4000. <REre 7 45ON•97 HFALFJ? 09 541 /ARIOuS SIZE 7/4 -20 MUSS HEAD 9/ L0C9 NUT 77 '.10. \ l N2B NFi70E7 \\ \ \� 1 , L 144 51LL 09 T1 Su. � . LAG 30LIS TM. 09 SCE NOM * u SEE GENERAL NO7E5 ON P1000 77 '41401GF.R OR SILL DETAIL 14 0 STORM PANEL I OPTON*L USE Of VS' ANCLF FOR PURPOSE OF 017D om :4 tl FL.^QR PLUG 4754009 OT/ TOP AND MA01015 SILL ON BOTTOM === a= = 7717 MAXIMUM GAP 8ETI EEN STROM AND D.L.O. SHALL NOT EXCEED AS VIEWED FROM FRONT WEN s= = = _ = 7I = = INSIDE OLOSER PAN ASSEMBLY I 7/4-10 DRt 7r-r °O0" • 7170 EACH MCC aaSOF N17N •7NOLE 1 1 /4• SLEEVED DRIVE ANCHOR 09 $EE N070 * LIM 1n+EM ANCNoRw0 way •000 USE LAG BOLTS oR .EE .VDT L1N NEA0EA 09 077+(p L ANG.E USED AS HEADER OR 541 DETAIL 6 33 • 71.5 ?.SF .MAX.. • E.D. • J t /4 -20 MO 47774 4rNGYJT (7YP.) -. n 1 • I /4 M•SONR? SCREW 7 ,/r 4W E!IT GR .Nor * • 7N 5717. .:25 OR 07N5R HEADER ANO 541 VARIOUS TYPES CONr:war 4CGo .caDNC VARIOUS 512E PANEL T /4 1/4' SL[EVDI °R145 4417+0R4 09 555 NOTE * HEADER oR SILL laRsOuS DETAIL 3 - J S'0RM O•N£L • DETAIL 11 DETAIL 15 .- = 7S = = == _ == _ Q PANEL Np7DES AT 8077 4 70 PASS OVER 57710 AND 719404/1 94 SILL (E'AC24 SCE) 7.55017 4NGLE HAT PE 7JQJNi� 0.4 RCVS-Z DYIE0:0ON UM) :.:MUMS eLSZAT70 X S X 7/8 •7 ANS 2 4 J x :/d ANC. =SAW 09 wow 700017109 4171 /74 x J/4 se./TAP°NG 509045 09 1/ AFRO 207.1 41 LSSJC 407 :7" : / :7.009 PLUG x171 ••CMNE 5TAE9 Am J.0r OR <, NOTE * • LB. . '• . -- :/s -20 l7 PLUG • • i ' : - • . ' I /4-20 S0RE1► ANKJIOR CR 0174 5 NOr * *7 04 4 411010R140 4•1 41703 11: LAC ROLS OR SET: W7E * 71FADER OR 5KL 74901.5 lYPE5 DETAIL 4 7/4 - 20 511!0 471• 7MVL•M/T (r7P.) STUD wr EE HST ALL, 50 *7 RIVERS( 01R5C:ION OH 541. 09 071109 L Attar OH I USED AS Now 09 541 L�� • _ ; - 1 /A -20 .4509 PLUGS 777771 14409NC SG ?£R ANCHORS OR SEi NOM * :wet 414014097440 :4470 4 USE LAS 507.15 0R SE 140%5 * DETAIL 7 C^ 0 - r• x 2 31.00x10 FAS'TXF9 =ma 41771 /744 RNE;S OR /8 7 51 9 SCREWS 1/4' MASONRY SCREW 1 1/r am= 99 5£5 Nor * £.0. •' I' ces:Ruc rJN DETAIL 16 MFA009 OR SQL 7A*0uS SLZES •J • z.• ` . .••• -. '' L a A - . j ROBERTA'5f %ti0 , BUR, "PE EB T9 'R Q Q us Q IOtIG p 3 1 2 iG 4- ' 0fcE7 OR 5::: VARI0JS TYRES 1 /'07. O• Goes cA004 71 MIT 3£ mcuN7.r. •.1777% ^_tu: CA '.0712 441.7LJ.. 71.5 F:F MAX. aa 7 L a I : W C L_ i S.JPM PANE+ 1. ' I , t I _ 1 IL- 1 r' 7 HORIZONTAL INSTAL1AT10N ELEVATION t /0..70 S7U0 4777. :440.44717 (7 1 VERTICAL INSTALLATION ELEVATION •rT :/4-20 FLOOR R DUCE' RENEWED 1V :AnCN7N£ 5 09 S_• NOTE * /� I 4NEV ANCNOR/N 000-_X0 7 V 1 2 1 - 09 1/411 . `J 1Q USf i..•G BOL 1�N4ddtT66C(�� i o. EXPIRATION DATE I PK1l . -Z 000 DETAIL 8 J By •• (t_ • Li DETAIL PRODL CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE I/ FLOOR PLUG 9775..NAO41N£ 5CRe4 4NC409 0.9 SE: 407E * 00NTJw0US 51-000NG rAT ANQ vas MAr T•Pr 2 x 5 .1 /a ANGLE ANS 2 x- X 1/8 ANGLE SCREWED 0R 2CLTO TOGETHER 4474 / X J/ SELF•'APP'NC sown oR 7/4-20 :707'J :.17 4/ 7.'0.'9 NUT 72' 0.:. :/ -20 S J/• .rNJRLJ' STUDS A7131 9A94950 MNGN775 (TYP.: GENERAL NOTES: NHEv ANCHORING TO A'000. T•I£ A'GOO .wvST 8E A MINIMUM 2 X 4 EGuAL TO /2 SCUTHERN PINE INC STRuCTUPALLY PART GF THE FRAMING STRUCTURE SUCURELY ATACMEO re FRAAUNG STRUCTURE ;ZS? Ti SHEETS 4 F09: GINIMUM DISTANCE 357WE. N GLASS AND PANEL PEF.r.2. TO SHED 5.6 & 7 FOR: * S__ ANCHOR SCHEDULE FCR ALTERNITVE ANCHORS ANC-IOR SPACING FOR SPECIFIC ANCHORS EDGE OISTANC... (E0.) FOR SPECIFIC ANC -CRS J APPROVED AS COMP ING TH THE SOUTH. FLORIDA BUI INC CO DAT I • I 4 k 166. BY PRODUCT CONTRO IN BUILDING ODE 7 CE OFFICE ACCEPTANCE NO 95 - 220. ()3 .Evts1o115 S BY • sir / JR8 / RSA! 4 70/07/95 5i10WN 95015 7.m 5cPPEf %SADEr J «rC71 4 Ic 7 2A5 b wooer 1cs SnzCC F INN • FOR MINIMUM DISTANCE 1 REFER TO PANEL . .� l CA DEFLECTION CI -TARTS 1 1 —f-- SECOND STORY WNW OPENING M :AL?C 5fp!2M PAl' L. 1 /4 -20 FLT PLUG WITH MACHINE SCREW ANCHGR REFER TO DEFECTION 11 CHART 1 n WEATHERWALL 1, STORM PANEL 11 11 .1 CLASS 1 L ..E 3:A/\A 4/, • I I I I 5tQRM PANEL, ScCL 7 AT 3O1 OM OF WINDOW WT.-: 5T SDRAP SR.:- AS . N iEtA1L 3 b L. A EXISTING STRUC.L.E 2) I6 D i r CONCRE E CAP 6A ICAJ ROOF 'T •55 J NOTE: THE METALTECH STORM PANEL MAY EE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE .SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF 1/4 " MACHINE SCREW ANCHORS IN COMBINATION WIT! -! 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHERS, MASONRY SCREWS WITH VARIOUS HEAD TYPES OR STUD TYPE ANCHOR INTO CONCRETE. MASONRY OR ERICK. WITH A MINIMUM EDGE DISTANCE IN ACCORDANCE TO ANCHOR TYPE. WHEN ANCHORING TO WOOD USE 1/4 -20 BRASS WOOD BUSHINGS, IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 1/2" O.C. OR W000 LAGS WITH VARIOUS HEAD TYPES n� TAIL C 2) 160 131AAIL A- 1 SE_ c/VE.<AL NOTES CN WOCO FCL/NC ON SHE= / / 2 ; /A' MASONRY SCREW MTH1 . 3 WITH WASHERED 'NINCNUT ' T • NJ L 1/4 -20 FLOOR PLUG WITH 1/4 . L.40 WITH MACHINE SCREW HEAD 1/4 -20 BRASS WOOD BUSHING WITH 14 -20 SIDEWALK BOLT WALL A 2 X a STgNLgg MUSE 32 egrikurtv Oe ww6N 1 u55 zerum wIEN STORM P/JIeL C x= 7 5 6" PASS' MISS IM11.1LN. S1Z SHALL 2 5'c,:.AJ LaB:NG 2 :6 sm.!) 2, SIDE. STORM PANEL •e.A.GE.e IJ51 t7E 52G.Sm7 :O 51fa?'4 Z `M•-, 7/ 16" LAC5. INSTAL427 I. az vEEr. HEAC CR S'LL 7/4 -20 SILO ?RN A7NGVUr 12 7/2' O.C. (r?.) - FLAr STRAP 1/e x 1 7/2 VW; AS NEVER OR S%L' ANCHORED TO WOOD H I :THEN ANCHORING INTO :rCCD USE !AG amts CR SIT NOTE * ON S .0 7 2 b� TAI L 2 11 REFER TO OEFECi7CN CYmkaT tl 1; n n qf n t it .7 CLASS WEATHER'NALL STORM PANEL NO7e: 5- L'GriE✓ 5D .4P5 AN,-) a HeA17E5 t0 3E INS�ALLE✓ •:L'S' 3EPOP° 5TIZCO 15 APP!.IED L — 7/4' W50NRY SGREAS OR SEE NOrc * ON SHEET 2 USE APPROPRIATE APPPOvEr; ANCHORS FOR SPEC.'7C APPLICATIONS ;4 -20 STUD HEA0 :/ -20 STLX MTTI MNGNUT ;T1'P, PST STRAP 7/8 x : 1/2 taLr; AS HEACER OR I.L. S ANCHORED T ZZisir--u7r. PAASONRY ZR ERICK w I 9 S1 GI:M PANEL ''CL..REO WI?H 'JVA.s'fExsv wNGNUf5 ' g 1 1 --T-A i--.- 3 9N DATE Il PR I L o 2601) I e • 1 ' PDC ll 4 j/4 - PGI C\ i JCL DT4TSICe`I REFER TO PANEDIS rANCE c I j BUILDING CODE CO �1?! LANCE OFF CE DEFLECt1oN CHARTS 1 ; 5i GO FINISH OTHER HARDWARE USED WITH THE METALTECH STORM PANEL SYSTEM !/4 -20 x .7/4 .(NURLO SILOS 7e -e STAINLESS STEEL 1/4 -20 x ; FLGCR PLUGS SiZEA'AL ( BOLTS ) 18 -e STAINLES S.r? .4 , . • 1•r P; - • ' . . • • :i • • • V1�'AL - �� y dd R . • YG7M PANE:. ` - - ✓'j ► • • CONC CAP MACHINE TYPE SCREWS MAY 8E VARIOUS LENGTHS 714-20 X PAN OR TRUS' 'MEAD 7/4•••20 X Not M 0 1 ROBE - - •S' •E?OIQSOUR, PE EB"- 0006024 041's aKarEEINIc. nc 1 a • EXISTING SIMICTLIZE Cam+ 'is 1E C3EAM �'• Vie •1 PRODUCT RENEWED L 'M ACCEPTANCE 1%. I -97t, - o �p 11 G t7 1 \ 1 L V POP RM vAR/Gus sacs 1/ -20 LOCK .vuTS O 1 /4 -20 Nurs I/ -20 WASHEREJ ;MGM/TS 7/d' 0.0. SCREAS VAR/CUS SIZES y ' KE!'H.GL HASHER D. .7/ 4 0.0 FLAT WASHERS APPROVED AS CO ' • L d 1 . 1M1Ti THE SOUTH FLORIDA B. COD q � DAT BY III/ PRODUCT CO L DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE N0.9S EIS I REVISIONS BY 1 • SEP / JAB J RSM 1 0/0x/95 SHOW 95015 3 6 - .m1 OGGV PPEZOREI PANEL SPAN 44.40 126" 47.81 1 121" 51.23 117" 58.06 i 51.47 1 107" 5 5.85 1 103" 71.46 1 9 " 75.30 i 97" 81.45 93" 85.83 I 90" 91.44 . .88" PANEL HEIGHT ( 0' -68" 6r -7or . 102"-736 1 MINIMUM DISTANCE 8E7WEEN GLASS ANO PANEL WALL MOUNT I 2 1/2" 2 9/2" 2 .3/4" INSIDE MOUNT 1 2 1/2" 2 1/2" 4 2 3/4" BUILD OUT 1 2 1/2" 2 1/2" 1 2 .3/4" 1 /5" X 1 1/1" - " FLAT ALUMINUM 3AR SIDE IAEW DETAIL vi 0 THE AIETALTECH STORM PANELS MAY BE RENFORCED WITH THE USE OF EITHER CENTER PANEL STRAPS OR S71(1IING LOCATED AS SHOWN ON 7H15 SHEET HORIZONTAL • BRACE STRAP HORIZONTAL STICHING 1/4 -20 STUD 44TH WINCNUT 12 1/2" 0.C. 1 00 = S 80 70 60 50 DESIGN PRESSURE RATING: POSITIVE = 67.06 P.S.F. NEG4TIVE = 91.44 P.S.F. /8" FRONT WEW » • 88" PANEL SPAN 20 G4; 91.44 P.S.F. 1 ii 1.1 • 1i !!IP1!1 1 111117 1 :III 1:11 I I I 44.40 P °126" M4XX. PANEL SPAN '20 G4 111t; 90 100 110 120 130 PANEL SPAN IN INCHES PANEL DEFLECTION CHART 1/4 -20 SIDEWALK BOLT WITH WINCNUT -\t 12 1/2' 0.C. STORM PANEL LAP-/ SIDE VIEW DETAIL STORM PANEL LAP -••••N FRONT V7EW E? n 20 ga STEEL. FOR SPANS :i PR(E3 /RF.S NOT SNo•NN ON AeGVE CHART JSE PRE 75. SPAN GRAPH DETAIL "C" MAXIMUM GAP BETNEEN MP.) AND HEADER is 1/4 (7YP.) n n HORIZONTAL BRACE STRAP PANELS AIR RUN CONTINUOUS BY WIDTH HEADER ANO SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY * NOTE CENTER PANEL STRAP OR 577CHING IS NOT REOUIRED FOR PANELS 0 - 68". DETAIL CON SHEET 3 WALL MOUNT ANCHGRINc PANE. TOP * ec17044 NO NOR. OR SILL FRONT NEw SCE wsr z FRONT VIEW \` \,..H: ri -Th t „ . , n .} I L n 1 f1 C 2 11 . 1 Z V a V a a 1: 1.- : Z n s , a = ° . 1 4 i :' �. i e • _1 2-' n I ZZ:', a vs a 2�+ i c! c� 1 O j 1 a 1 / / /�L _- / /i/' I_ 7 DETAIL 0 ON 91EFT 3 OEM 0 GYV .SIEFT 3 ON SHEET 2 Sloe ntii FRONT 'ASV WE 'NEW HORIZONTAL BRACE STROP OR STICHING LOCATION ELEVATION HEADS- ' '= 41.4r /AR : ; DEPENDING . APP ICATIGN DETAIL 0 ON SHEET J DETAILS 2.J 3.6 MID 8 cw 9HF 7 2 DETA. S 5.6 AND 8 DETAILS � 2 12 14, 15 AND 16 1 TPICAL SECTION VIEWS DE7ALS 73. 7Z 14. 15 AND 16 ON SHUT 2 20 GAUGE STEEL 0 - 68" PANEL HEIGHT NO PANEL STRAP OR ST)CHING • IS REOUIRED 68"+ - 101" PANEL HEIGHT ONE PANEL STRAP OR STICHING LOCATED MIOSPAN 102"+ - 126" PANEL HEIGHT PNO PANEL STRAPS OR STICHING EVENLY SPACED AND CENTERED OE TA( 1 ANO 4 ON SP CET 2 .- EADER HEADE.4 \\\\ ■ ___\„ \\`\f -°- u I a 31 : , r I I I ° ' I 2� ' ai 3 � n i Zi : • ' 4 �~ ° ▪ I1j -1 n „ :0. I a • j„ z l 1 r c " n -I -1 a` ° I. I - • 0 r. v., �1 , I 1 � : 3n a I a 1 a 1 I -s Gif.s ' 1 i 1 a i t SILL �j1 srL: /5 52L �I OETA25 7. 70 A4D 17 OW 94aT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT ANCHGRINC PANEL m'� :?OR. AND SILL 14.77N HOR.pR�UCT RL'1\ �j sou TOP & 90T TON n ACCEPTANCE No. '1 - 0 'k1. - 0L SILL TYPE MAY VARY. GEPfNCING ON APPLICATION SE Norm ANO :Naas :cm ANC OR rrPE; ANO sPAcon. EXPIRATION DATE Ma-. 0 u - ZOO() BY I ' - / .ter PRODU .'s NTROL DIVISION 1 1 APPROVED AS C° I'1• NG SIITH THE SOUTH FLORIDA 1 G CODE `= DAT i • :. I r 14g 60 O BY UM O PRODUCT C �� OL 1 1 .S:ON v 2 BUILDING CODE COMPLIANCE OFFICE C ACCEPTANCE NO.9 .O3 m • REVI S'1CN $ i of S • atze s i r � W ONO SEP /JRB 10/7 owN 9JOrs 4 • 6 ,m WOOD APPUCATIONS 59.5 PSF 71.5 PSF 81.5 PSF 91.4 PSF ANCHOR TYPE DIM. SPAN TENSILE 1 TENSILE { SHEAR TENSILE 1 SHEAR 1 119401.E 1 SMEAR I BRASS WOOD BUSHING r• um PENETRATION IN TENSLE W000 LAGS t MINIMUM EMBEDIfENT 114-20 81 SPAN 66' SPAN 120 SPAN 18' 18' 18' 16 j 18" 12" 1r 9' I 18' 13" 10' 8' 18' 18' 16' 1r i it 9' t 18' 10' r 7' ! 14' J : 6' 114' 5116' Sr SPAN 83 - SPAN 120 SPAN 68' SPAN 88' SPAN 120 SPAN 1r 18' 16' 18' 18' 1r 16 1r 18" 18" 9' 1 13' 24' 1 18' 19' 1 1r 14' I 15' 14' 11' r 20' 16 11' 1r 16' 18' 14" 12" I 1r 9' ! 14 r 18' 14 10' 1 1 10' 18" 16' 1,7 11` r 6 16' 12' 9 7116 6r SPAN 18' 18" SPAN 18' 120 SPAN 18" 87' SPAN 15" 66' SPAN 18' 120 SPAN 18' 24' 1 ir 24 2r 1 ,r 17' 1 24 18" 18' 24' T ir 2 t 18' 19' 14' 24' 24" 19 18' 18' t r 18" 22- T 24' I 23' j 17' 17' 12' 18" 20' 19' 14' it 18' 18" 1s 11 24' 21' 1s ANCHOR S C H E D U L E Qq -0 11.06 NOTES: TENSILE = WALL MOUNT OgrAilyI AfsLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANC>JCR SPACING ALLCWANC ON DATE l 0U — 0 .MINIMUM EMEE,^,MENT IS FROM MOUNTING SURFACE, EX CLUDING 'ERIC:( PAVERS AND C8'RANIC 711 cg ti PRODUCT CONTROL D O 4 J - Z :� 1 ! •. • .: .•••• • ROBEgr. !Mart OUR, PE b M 7 1x57 ICE 6 flG BUILDING CODE COMPLIANC CE APPROVED AS Ti I�� • • ' , THE ' Ii i SOUTH f1ORI' 11; CODE DAT =!,� q 1Q 8'f PRODUC 4° RI DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO q5 - 1Z26.63 O REVI8ONS I E1' n co SHOWN 95075 .Q 1100 W. /Mk SWUM SINK JI I 11141INI. 110611114 11010 ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 71.5 PSF 81.5 PSF . 91.4 PSF Pot I colum t Boot POURED GONZI ETE 1 toNcAETE moat .oumED con:A E CONCRETE Booc FOWLED =CRETE I CONCZETE mnac ANCHOR TYPE PANEL E.O. TENSB.E I SMEAR 1 TENSILE 1 SHEAR moms t SMEAR 1 TENSILE I SMEAR TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE 1 SMEAR 1 TENSILE 1 SMEAR STUD ANCHOR NOT USED IN BLOCK BS 1 • 114 - STUD ANCHOR ,1T MIN. EMBEDMENT 66'SPAN r 1r ir 1 1r ir i 1r it 1r ir it it 4 it 1E 1r it 1 tr ir ir is • j it it ir ir is- ir ir : 13- I IF it T ir 14 t ir : to- 1r ir j 18' it ir 16 1r i 13' ir 12' T 15' r T 1,14 it it ir 14' as - SPAN r 1r ir 1r ir tr it ir is 18 i<' I it it ir ir j ir ir ir is- 1 1r ir it 1r 1 is 9' ir ir ir 14- 1 1r i 10 1 17" 15 15 it ir r ir ir 17" 17 15" : 9' 1s 14' 13 to # 12' i r r = === 1 Sri 6NAI{.ED STUD ANCHOR 73N EMBEDMENT , vs - 1213' SPAN r 1r i ir I 1r 16- IF 14 T 15' 11' IT 10' T 13• r 1r 17" 1 14- IF 16' 1r 1 1r r 14 8 1 1r 6 16 1 I 14- 10- 1 + 13' r t ir it 11- r 10' 6' 14' 13' 17 9- 11' 6' I ir io T 1T r 9 s r 1 114' • sr SPAM r 1r : 1r i it ir IF _ Ir 1 1r ir 18' 18' t it 14- 1r 18- i 1a" it ir : 16 1 ir : 16 it 11 I iT 11' 18- it 18' i lr 1r : 14- T 16 14- 18' 10' 1 1s 10- 1a- 1r 1 16 18 it I 12' i , is 13 1r 9 I 13- 9' r 1,14' ( ; : : a U Br SPAN 3- Is- i ir I ir ir 1r 14- i 1T 15" it to- 16 11 it ir ! 16 18 ir IT i 14 IT 18' r 17 9 1r 15' j 14- is 18 11 j 13 11 1r T 11- r 1r 13' 1r 14" 17" 9• 11 to 1s T i 10 • r — ,u SLEEVE ANCHOR 1 114 TIN. EMBEDMENT 2 1 1i4 f I 120' SPAN 1 I r tr 15' 1 4• 16• 1r it 1r 13 16' 9- 11' 9' 14' 6 9- r 16 11' ; to' 11' 14- r j 9' r 12" s r 6 14' 10 9- 1C IT r i r r 11- s T S r i t 11- 17 11' „ Ir 1T r 11' • r _ r 1 1r 1r : 14- 1a 1r ...tr ; T 18 1s 16 :r 14' 14• 11- ;0' 10' 15 18 t 10 1r 13 14 ; 9 1r 1r io- 13 1r 9 15 17 it r 11- _ T r 6rsPAN I r 1 ir 1r 1r IT 1 .:.. tK - STEEL SLEEVED DRIVE ANCHOR 1318' MIN. EMBEDMENT /7 1 tie 16 13• : 11• 1r I r 1 16 i ir i it• 18 .rSPAN j 2' 1 14 15" 10' 13• 13' it i 9 15' IT 12" r i 11' 11• 9 - i r r ir 15' 1 10 11' 9- r T 17 6 i r 6 6' „/4- I 1r i 10 i 9' 9' v I r I 12 1s i r 13' 10• i 13' r 11- 9 9- 6 r r 6 . S 6 r 11 - r r 7- 6 s y - r 6 4' 4' 1u -3ArAC MINER DRIVE , SINE ATTN. EMBEDMENT 120' SPAN II V I 10' 11" ir i 9' , 114 11 r r 6 r VARIOUS HEAD TYPES 1 r : 18' 18" 18" 18" 18' 18" 16 i 18" 1r • IF 1 14' 18' i 15 13' 10' 18 18" 1r ir 16' 13' 68 SPAN I ~ r I 1r 18' 17' 17' 1 ++� a{sl�t I �1 ®LJF►W+ ` 1tt IltilitFi+Q� ► � � � j Y + �� 1r+ ' , u4- Y/LSONRY SCREWS , ,T MIN. EMBEDMENT 1 1114 1 18 ir 16' iT 3' 1r 1r 15' 1r 17' 18' ;r 1s 15' 16 11 11 14• ir 10- : 8' 1s 18' 14 14' 1z : 10' ea r I 18' 18' j 13' 13' , 114 1 17' i4' 1T 9- 120 SPAN r is _ 18' ? II 13' 13' i 17' i 9' 11 11' : 1r s 8' 10' 8" • 7' 6' 11 i 15' 10 : 10' 9' r 14' 14- 1 10 : 9 1 ,14' 12' 10' i 9 7' r 18" 18" ! 16' 1r 1r 1r : 13- 16- 1r 18' 1r 1s 18' 13 1Q• • 10" 18" 18 18" 17' 18' 11. bti6 • b 6 6H b 66 R Er SPAN 2 ,T 18" tr 14 1r 12' � J r { ir 1s 13" r j 18' 18" i 12' 18" 18' i 11' 14' it : 10- 9' 18 1 8 " 1 0 ' 15' 18' 15 9' 1r 17" 10' r 8' 18" 17' 1 9' 13 1r 13' r 10" 15' 9' 7' r ea 2 1 1 3- j tr 114- 20: , ,T DIA r 1 1r MACHINE SCREW ANC/10R r 1 it 17' 1 9' 14" 13' r 10" 9" ■ T T 16 i 15" r 11 14' • 11' T r 13- ir: 6 6 14 13' 6" 10' 12- 10' 6' r 11 ' 6 t 5" 5 -- v v 713- MIN EMBEDMENT 120 SPAN 21T 1 it r I is WOOD APPUCATIONS 59.5 PSF 71.5 PSF 81.5 PSF 91.4 PSF ANCHOR TYPE DIM. SPAN TENSILE 1 TENSILE { SHEAR TENSILE 1 SHEAR 1 119401.E 1 SMEAR I BRASS WOOD BUSHING r• um PENETRATION IN TENSLE W000 LAGS t MINIMUM EMBEDIfENT 114-20 81 SPAN 66' SPAN 120 SPAN 18' 18' 18' 16 j 18" 12" 1r 9' I 18' 13" 10' 8' 18' 18' 16' 1r i it 9' t 18' 10' r 7' ! 14' J : 6' 114' 5116' Sr SPAN 83 - SPAN 120 SPAN 68' SPAN 88' SPAN 120 SPAN 1r 18' 16' 18' 18' 1r 16 1r 18" 18" 9' 1 13' 24' 1 18' 19' 1 1r 14' I 15' 14' 11' r 20' 16 11' 1r 16' 18' 14" 12" I 1r 9' ! 14 r 18' 14 10' 1 1 10' 18" 16' 1,7 11` r 6 16' 12' 9 7116 6r SPAN 18' 18" SPAN 18' 120 SPAN 18" 87' SPAN 15" 66' SPAN 18' 120 SPAN 18' 24' 1 ir 24 2r 1 ,r 17' 1 24 18" 18' 24' T ir 2 t 18' 19' 14' 24' 24" 19 18' 18' t r 18" 22- T 24' I 23' j 17' 17' 12' 18" 20' 19' 14' it 18' 18" 1s 11 24' 21' 1s ANCHOR S C H E D U L E Qq -0 11.06 NOTES: TENSILE = WALL MOUNT OgrAilyI AfsLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANC>JCR SPACING ALLCWANC ON DATE l 0U — 0 .MINIMUM EMEE,^,MENT IS FROM MOUNTING SURFACE, EX CLUDING 'ERIC:( PAVERS AND C8'RANIC 711 cg ti PRODUCT CONTROL D O 4 J - Z :� 1 ! •. • .: .•••• • ROBEgr. !Mart OUR, PE b M 7 1x57 ICE 6 flG BUILDING CODE COMPLIANC CE APPROVED AS Ti I�� • • ' , THE ' Ii i SOUTH f1ORI' 11; CODE DAT =!,� q 1Q 8'f PRODUC 4° RI DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO q5 - 1Z26.63 O REVI8ONS I E1' n co SHOWN 95075 .Q 1100 W. /Mk SWUM SINK JI I 11141INI. 110611114 11010 ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 71.5 PSF 81.5 PSF 91.4 PSF POURED CONCREIE i CONCRETE BLOCX POURED CONCRETE CONCRETE POURED CONCRETE CONCRETE BLOCX POURED CONCRETE i CONCRETE BLOCK ANCHOR TYPE Nuts. 1 E.D. TENSILE SHEAR 1 T945/LE 1 SHEAR TENSILE 1 SHEAR ' TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE 3 SHEAR TENSILE 1 SHEAR 17 11 10' 8' I 9- 5' 1 1 TENSILE 1 SHEAR I N/ A N/A N/A N/A WA N/A • 1 . ".—. , \,in;■■i!iri■I I V 16' 17' 16' 1r NIA WA NIA N/A N/A 15' 14' j N/A N/A 13. 10' WA N/A 12' 7' NIA N/A 13' 12' N/A N/A 12' 9- N/A N/A 11' r N/A N/A a 1,4" STUD ANCHOR 1 1I3. MIN. EMBEDMENT 144' SPAN I T I 1114 14' r N/A 11' 17 15' 27 . r 10' 12' 16' 10' 11' 13' 19' r 8' 10- 14' 1 8' 18' 15' 14 13' 17 9' 11' 6' 17' 1r 12' 11' 15' 12' 10 a- 14- r 9- 5' 15' 15' 10 r 13- 11- 9' r 12' r r 5- 13' 13' 9' IT 10' i 8' 6' ii- 7' i r 4" l . ."i1■""ti‘ I l S116 NAILED STUD ANCHOR 144 SPAN 7 18' 1 314' MIN. EMBEDMENT 1 1/4 16' 10' ..-- 3 18' 17 13. 13' 9' 11 r 6' r 6' 15' 10' 10' 11' 13' 7' 9- 8" lz- s 8. 5' 13' r r 9' 12' 6' r r 10' s 7' 5' 1 8' 10' 6' r 6- I 9' e ! 5' 4" 2-q . 144' SPAN 2- i 16' 14- SLEEVE ANCHOR 1 1 is" MIN. EMBEDMENT 1 114" 14' 3' 3 10' 14' 12 10' . 7" r 7 6' 6' r 11' 6' 10' r r s- 7" r 6' s- s 10' r 9' 7 -r s r 6' 5' • 4' 4" • 7' 9' 5' 8' 6' 6' 4' S 5' 4' 4" 4' im' STEEL SLEEVED DRIVE ANCHOR 1 3/7 MIN. EMBEDMENT 144 SPAN 2' r 1104 8' ri 3 10' 13" 7' 11• r r 8' 6' 5' r 117 r 9' 7' r s r 6' 5' 4' 5" r r 6- r 41 r 5' • 5' 4' 4' 6- 8. 4" 7. 6' r : 4' 5" 5' 4' 4' 4• C • 1 \ .1 114" ZAMAC HAMMER DRIVE 1 3/8 MIN. EMBEDMENT 144" SPAN t' 1 r 1114' 8' ff 3" 13' ,,,,, F—Arritrrffreatvtltv:., 17' 9" 11' 13. 8' r 8' 7- r 11' 14' 8" 9" 9' 10' r 7. r r 6- s 9' 12' r 8' a- 9' 6' 6' - 7' r s 4' 8' 11' ■ 6" 7 7' r i 5' ! 5' r r 1• , 5" 4* ' 144" SPAN ' 11- 114 wAsaaar scams (VARIOUS READS) 'I in" MR& EMBEDMENT 1 114' 1 10' ; I I , 10' 6' s- 5' r 5' 4' 4' . 6' 5* i 4' 4' . 114-20 x 7I5' • 112' DIA MACHINE SCREW ANCHOR I i r . 13' 7' i 6' 6' ! W000 APPUCATIONS 59.5 PSF ' 71.5 PSF 81.5 PSF 1 91.4 PSF ANCHOR TYPE 1 SPAN SPAN • TENSILE 1 SHEAR 3 TENSILE 1 SHEAR TENSILE SHEAR TENSRE SHEAR MC 1- 144* SPAN 114-20 18' 8" 15' 6' .; 13' 6' 19' 8' BRASS WOOD . BU I SHING :—.._ HU •• .4 1 W000 LAGS 1" MINIMUM MIZZ.Z.U71- 144' SPAN 114' 19' 15' 18' 18. 8' 11' 14" . 19' 11' 17 15' 27 . r 10' 12' 16' 10' 11' 13' 19' r 8' 10- 14' 9- 10' 12- 16' s r 9- 13' sn 6- ‘M-ZIM:55. (VARIOUS HEADS) EMBEDMENT 318 7716" ANCHOR • SCHEDULE NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE' ONE INCH. MINIMUM EMBEDMENT IS FROM MOUNTING SURFACE. ; lc , K s.. PAVERS AND CERAMIC TILES. ‘.■ . ...... • ‘, • 1 /2 1 P 4 . — . . • ROBER70.-. LIT; PE EB 0.0:0602 4 PRYT EMS:PC.ElriGeri BY PRODUCT RENEWED ACCEPTANCE No. N .0 9a -6 EXPIRATION DATE (RIL 0 PROW .0• • OL DIVISION BUILDING CODE COMPLIANCE OFFICE CO /Yin THE • CODE APPROVED AS SOUTH FLOR DAT BY PROOUCT 7 D S:ON BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. - )226,1)3 1 REVISicas ; 411 SEP/JR8 &MINIS 70/01/95 Via sir° is 6 6 1 4. ME�DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLEH BUILDING PRODUCT CONTROL NOTICE OF' ACCE1'TAN Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 UUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO- DADE FLAGLER BUILDING ^ AD GLER STREET 0 IDA 31 63 (305) 375 -2901 (305) 375 -2900 Your application for Product Approval of: Series 4000 Aluminum Single Hung IVindory (DSB annealed glass) under Chapter 8 of the Metropolitan Miami -Dadc County Codc governing the use of Alternate Materials and Typcs of Construction, and completely described in the plans, specifications and calculations as by: Applicant, along with drawings prepared by Mr. Bober! L. Clark, P.L., and lest reports.; - .. prepared by Fenestration Testingiaboralory, Inc. • • ' has been recommended for acceptance by the Building Codc Compliance office to be used in fvhanu -Dacic County, Florida under the conditions sct forth hcrcin. This approval contains 3 pages. This approval shall not be valid after the expiration date slated below. The Office of Building -Codc Compliance reserves the right to secure this product or material at anytime from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Codc Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Codc be enacted affecting this product or material. The Building Codc Compliance Office reserves thc the right to revoke this approval, if it is dctcrmined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Codc. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0218.01 Expires:08 /20/2001 Approved: 08 /20/1998 CONDITIONS BUILDING LODE COMMITTEE I of3 Product Control Supervisor THIS IS THE COVERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application Tor Product Approval has been reviewed by the Metropolitan Dade County Building Codc Compliance Department and approved by thc Building Codc Committee to be used Dade County, Florida under the conditions sct forth above. 1;. • Ls anger : L Director Building Code Compliance Dept. Metropolitan Dadc County Vinyl Tcch /ProfTressivc Glass Technology ACCEPTANCE No. : 98- 11218.01 APPROVED AUG 2 0 1998 1 X1'IRrs AUG 2 0 2001 NOTICE Of ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE This renews the Notice of Acccptancc No. 95- 0515.04 which was issued on August 17, 1995. It approvcs an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with thc South Florida Building Code, 1994 Edition for :Miami -Dadc County, for thc locations whcrc the pressure requirements, as determined by SF13C:.C1laplcr 23, do not exceed thc Design Pressure Rating values indicated in the approved drawings..._ ,. 2. PRODUCT DESCRIPTION The aluminum singlc hung window and its components shall bc constructed in strict compliance with the following documcnts: Drawing No. 136, Sheet 1 of titicd "Singlc I -luiig Elcvations," Shcct 2 of 4, titled "Singlc I -Iung Layout ", Shcct 3 of 4, titled "Comparative Analysis" and Shcct 4 of 4, titicd "Typ. Single Hung Anchorage ", prepared by Vinyl.rfech /Progressive Glass Tcchnology, dated March 10, 1998, except for Shcct 3 of 4 which:is.datcd April 16, 1998 all-shccts last rcviscd June 10, 1998, bearing thc Miami-Dade County Product Control Approval stamp with the Noticc of Acceptance number and approval date by thc Miami -Dade County Product Control Division. These documcnts shall hereinafter bc referred to as the approved drawings. 3. LIMITATIONS This approval applies to single unit applications only, as shown in approval drawings. 4. INSTALLATION 4.1 The aluminum singlc hung window and its components shall be inslall_cd`in strict compliance ' with thc approved drawings. 4:2 The installation of this product will require a hurricane protection system. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, statc and following statement: "Miami -Dadc County Product Control Approved ". 6. BUILDING PERMIT REQUIREN1ENi'S 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicatc copics of the approval drawings, as identified in Section 2 of this Notice of Acccptancc, cicarly narked to show the components selected for the proposal installation. 6.1.3 Any other documcnts required by the Building Official or the South Florida Building Codc (SFI3C) in ordcr to properly evaluate the installation ofthis system. Mai ucl Pcrcz, P.L., Prod Pro uct Control Division - 2 - _ontrol Examincr • Vinyl Tech/Progressive Glass Technology ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acccptancc (approval) shall bc considered after a renewal application has been tiled and the original submitted documents, including test - supporting data, engineering documents, arc no older than eight (8) years. -. 2. Any and all approved products shall be permanently labeled with the manufacturer's- ntune, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically .stated in the specific conditions of this Acccptancc. '3. Renewals of Acccptancc will not be considered if: a. There has bccn a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with [he code changes. • .` b. The product is no longer the same product (identical) as the one originally approved. c. If the Acccptancc holder has not complied with all the requirements of this acccptairec, including the correct installation of the product. d. The cnginccr 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 bc causc for termination of this Acccptancc, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) 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. Misusc of this Acccptancc as an endorsement of any product, for sales; advertising or any other purposes. 6. The Noticc of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall bc done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies, shall be provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at the job site at all time. The cnginccr needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be causc for termination and removal of Acccptancc. 9. This of Acccptancc consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPTANCE Mani cI crcz, P.C., Prod Product Control Division - 3 - '::' 2 0 imn 98- 0218.01 AUG 20Mill Control Examiner 63.000 — 6" 1 MAX. 1 37.000 24.000 O.C. MAX. 1 6 „ I MAX. ITE 1 3 4 5 8 9 10 1•1 12 13 - 14 15 t 10 O.C. MAX. 18 SILICON 1 NON - IMPACT WINDOWS 1.) GLAZING: DSB ANNEALED 2.) CONFIGURATIONS: 0/X 3.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.5" J MAX. FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH I OP RAIL SASH BOTTOM RAIL SASH SIDE RAIL SASH STOP SASH CAM INSERT (L. H. & R.H.) x .750 Ph. Pn. SMS WEATHERSTRIP, VINYL BULB .W /LEAF SWEEP LATC ;; .8 x .625 Ph. F / SMS WEATHERSTRIP, :187 x .200 fin WEATHERSTRIP, VINYL BULB .160 DIA 16 14/EATH ERSTRIP, 8314-150 x 155 17 BALANCE TAKE —OUT CLIP 19 BALANCE 20 DS B ANNEALED GLASS 21 GLAZING BEAD 22 —;'8 x 1.000 Quad. Pn. SMS Revisions: lacterick Drawn -y: D.8 Revised By: D.B. Vendor No.: DESCRIPTION Date: 3 10 98 010/98 state N. T. S C /ossification: Description: V.T. # 69563 66377 66379 69316 69336 66384 66385 66387 - 1901/41902 7834A 64664 76722 7858 620030 64667 6X8310 7121UM 62899 65107 Prod. Category: SH ALUMAX EXTRUSIONS AF— 9563 t ALUMAX EXTRUSIONS I AF— 63 79 ! ALUMAX EXTRUSIONS AF -9316 at ALUMAX EXTRUSIONS AF -9336 fe' ALUMAX EXTRUSIONS ALUIvfAX EXTRUSIONS AF— 6384 `,L UMAX EXTRUSIONS AF— 6385 ALUMAX EXTRUSIONS VINYL— TECH /P. G.T. MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER SCHLEGEL TEAM PLASTICS SCHLEG EL DOW CORNING CALDWELL P. P.G. LOF F LORIDA SCREEN 781 POA MERCHANTS FASTENER, Seris /Mode!: 4000 VENDOR VENDOR # Item: SINGLE HUNG ELEVATIONS Address: P.O. BOX 1529 Sire: Drawing No.: NOKOMIS, FL. 34274 I B 136 AF -6377 AF— 6387 466 -4 672204 FS8319 -187 466 -7 899 05 -107 PRODUCT RENEWED No. ( k–OL(i - •G I DATE s.�. Zo LG(i / .0D. !_.*C3 CONTROL DI: .'�' �h •: T;� cri x,foT T L __' \T _ — — 'progressive SA 55fechnology y i J. -� atrukc va d Waal */ (idnva Yw4sYO d Ao.Oad 1 oa�ve O� MWws Sheet: 1 of 4 Rev .: A / 0 / X 63.000 — 6" 1 MAX. 1 37.000 24.000 O.C. MAX. 1 6 „ I MAX. ITE 1 3 4 5 8 9 10 1•1 12 13 - 14 15 t 10 O.C. MAX. 18 SILICON 1 NON - IMPACT WINDOWS 1.) GLAZING: DSB ANNEALED 2.) CONFIGURATIONS: 0/X 3.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 3.5" J MAX. FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH I OP RAIL SASH BOTTOM RAIL SASH SIDE RAIL SASH STOP SASH CAM INSERT (L. H. & R.H.) x .750 Ph. Pn. SMS WEATHERSTRIP, VINYL BULB .W /LEAF SWEEP LATC ;; .8 x .625 Ph. F / SMS WEATHERSTRIP, :187 x .200 fin WEATHERSTRIP, VINYL BULB .160 DIA 16 14/EATH ERSTRIP, 8314-150 x 155 17 BALANCE TAKE —OUT CLIP 19 BALANCE 20 DS B ANNEALED GLASS 21 GLAZING BEAD 22 —;'8 x 1.000 Quad. Pn. SMS Revisions: lacterick Drawn -y: D.8 Revised By: D.B. Vendor No.: DESCRIPTION Date: 3 10 98 010/98 state N. T. S C /ossification: Description: V.T. # 69563 66377 66379 69316 69336 66384 66385 66387 - 1901/41902 7834A 64664 76722 7858 620030 64667 6X8310 7121UM 62899 65107 Prod. Category: SH ALUMAX EXTRUSIONS AF— 9563 t ALUMAX EXTRUSIONS I AF— 63 79 ! ALUMAX EXTRUSIONS AF -9316 at ALUMAX EXTRUSIONS AF -9336 fe' ALUMAX EXTRUSIONS ALUIvfAX EXTRUSIONS AF— 6384 `,L UMAX EXTRUSIONS AF— 6385 ALUMAX EXTRUSIONS VINYL— TECH /P. G.T. MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER SCHLEGEL TEAM PLASTICS SCHLEG EL DOW CORNING CALDWELL P. P.G. LOF F LORIDA SCREEN 781 POA MERCHANTS FASTENER, Seris /Mode!: 4000 VENDOR VENDOR # Item: SINGLE HUNG ELEVATIONS Address: P.O. BOX 1529 Sire: Drawing No.: NOKOMIS, FL. 34274 I B 136 AF -6377 AF— 6387 466 -4 672204 FS8319 -187 466 -7 899 05 -107 PRODUCT RENEWED No. ( k–OL(i - •G I DATE s.�. Zo LG(i / .0D. !_.*C3 CONTROL DI: .'�' �h •: T;� cri x,foT T L __' \T _ — — 'progressive SA 55fechnology y i J. -� atrukc va d Waal */ (idnva Yw4sYO d Ao.Oad 1 oa�ve O� MWws Sheet: 1 of 4 Rev .: A CD` VERTICAL SECTION 63.000 1 1 Revisions: Moteriol: Drown By: Revised By: U. O.B. Vendor No.: ,37.000 140 RIZON TA L SECTION D .:3710/98 °a g e Y10/98 Seale: N.T.S C lossifi c otion: Description: NOKOMIS, FL. 34274 size: Address: 0. BOX 1529 p. MovIcchres of PAO y Creaares Prod. Co gory: Series/Model: 4000 Item: SINGLE HUNG LAYOUT 7.7 D.t.T himukcetre Shrderd & Rah. Paw *dee °rowing No.: 136 I DVSA tOr.Drz, CC;N:PLIAC WM I progressive EL ASS technolog y Sheet: 2 of 4 Rev.: Window Heights Window Widths 19.125 24.000 I 26.500 32.000 37.000 , 26.000 - 130.00 + 55.33 - 127.00 + 55.33 ( - 123.00 + 55.33 - 111.66 + 55.33 . ' . - 93.36 + 55 38.375 - 120.00 + 55.33 - 119.00 + 55.33 + - 114.11 + 55.33 - 86.10 + 55.33 +' ':- 70.39 + 55.33 50.625 - 91.08 + 55.33 - 85.87 + 55.33 I - 85.64 + 55.33 - 75.60 + 55.33 I - 60.07 + 55.33 63.000 - 65.39 + 55.33 - 58.62 + 55.33 - 56.73 + 55.33 - 55.3') + 55.33 I - 55.30 - 55.33 Negative Design Loads based on Comparative Analysis (psf), and Glass Table. Data from Test Report FTL -1142 for Series SH -4000 Comparative Analysis Table for Single Hung Window using DSB annealed glass, config. OX e Design Loads based on Comparative Analysis (psf), and Water Test Pressure. NEW N.O.A.# 98- 0218.01 NOTES: 1.) REFERENCE: TEST F71-1142 2.) REFERENCE: N.O.A. 95- 0515.04 DESIGN: +60.6 PSF -55.3 PSF - Revisions: Materia Drown Vendor No.: D.B. Revised By: D. B. Dote: 4/16/98 Dote: 6/10/98 Scale: ix VINYL 1 .L=, C 11 ' Wufacvs of G., 2 , (nd®ie w.iAslve of S1oara t 0.00. om smn Classification: Description: Prod. Cog gory: Series /Model: 4000 i ROD C Y RENEWED - - ;R DAT Item: FTL - 1 142 COMPARATIVE ANALYSIS Address: P.O. BOX 1529 NOKOMIS, FL. 34274 • 13 6 Size: Drawing No.: B 1 i CC': i ROL DIVEcr 2,02/001 Tr: Sheet: 3 af4 Rev.: DESIGN WIND LOADS IN P.S.F. CLASS ONE BUILDING 1 10 M.P.H FASTEST MILE WIND SPEED COMPLIES WITH ANSI /ASCE 7-88 ABOVE GRADE ABOVE GRADE (4) INTERIOR ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SOUARE FEET 0 -10 20 50 100 200 500 1000 •1.5 -1.43 -1.34 -1.27 .1.19 -1.1 -1.1 15' 0.8 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.93 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.13 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 (5) END ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SOUARE FEET 0-10 20 50 100 200 500 1000 -2 .1.875 -1.625 .1.5 .1375 .1.1 -1.1 15' 0.8 61.47 58.06 51.23 47.81 44.40 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 40.11 25' 0.93 71.46 67.49 59.55 55.58 51.61 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 40' 1.06 81.45 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.13 86.83 82.01 72.36 67.53 62.71 52.10 52.10 60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86 RAMS' ENGINEERING, INC. 91, - 3i x , EEI 000soa• wu nor von Notation: a: 10% of minimum width or 0.4h, whichever is smaller, but not less than either 4% of minimum wiiittor:3 h: mean foof height, in feet, except that eave height my be used when 0< =10 degrees: and 0: foor slope from horizontal, in degrees. .250 MAX. 4 4 4 A ., n 1 4 . 1 x WOOD ? rt. .;.4 ... 1.250 BUCK • 4 1! 1 TYP. HEAD ▪ • . 4 )1 4 .. 11 • 1.250 • . 4 v. • TYP. SILL NO FASTENERS IN SILL 3/16" TAPCON OR 1/4" TAPCON r - .250 h/AX, 2 x W000 BUCK . 250 MAX. 4 TYP. HE.40 4 TYP. SILL NO FASTENERS IN SILL 4 4 4 . •-•-• # 10 PANHEAD OR #12 PANHEAD R evisio ns: Material: Drown By: D.B Revised By: D.B. Vendor Na.: TYP. JAMS' Dote: 3/10/98 Dote: 6/10/98 Scale: N.T.S 1.250 Y .L . . ..,. 3/16" TAPCON . A OR , . • ll 4'7 - .."‘IIIIIINFO 1 . 2150 I 4 . 1/4" TAPCON ■14116■■ I 1.it_ilLi 1 0 . Zt ,/ .250 4 1 x WOOD ! t , I . •; BUCK 4 Clossificotion: Description: • LicrukcIr= 1 G.,17 417)1 tpAcir= Prod. Coggry: Address: P.O. BOX 1529 #10 PANHEAD #12 PANHEAD /b. NOKOMIS, FL. 34274 I progressive. a A SS technolo;:; Series/Model: 4000 .250 6,; ltem: 1.250 TYP. JAMB 9 . 4. ••• r 4 • cACE .CE 1lovkx.rs • Stai.kri Cletan Wes IPhimn :Drawing No.: 136 4 TYP. SINGLE HUNG ANCHORAGE 4 x WC.)(:)..7) BUCK Sheet: 4 of 4 State work to Owner's Name and Address Registered Architect and /or Engineer______ __ Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done_ /2__ MIAMI SHORES VILLAGE UILDING INSPECTION DEPARTMENT A FLOCATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - in3 or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. e done and .urpose of building (by floors) and for no other purpose. New Building Remodeling. Addition Repairs No. of Stories To be constructed of__ . ,' Kind of foundation Roof Goering Estimated Total cost of improvements $ /2 _2 Amount of Permit $ ✓� Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby �suub it all the Tans and specifications for said building. All notices with reference to the building and its construction may be sent to.._.!'1�_ - �� ' The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as axe licensed by Miami Shores Village. STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Remarks (Signe to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ., Permit No _ Date___ 2 Y Read, Sworn to and Subscribed before me. Disapproved (Signed) ._. _J Buildin Ifs ectpor Date__ etZ , 19 No. /A. Street 79 v / ) 4 00 % 4 z O' Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. zb,01-1 `I-4-A q 5 J-7 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. t1 3 z 0[, - 41 y STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1 R 5 rn ■Arrf l'Aokes t F(O(ZAar-4 3313 2. Description of improvement: MJITNE my hand tt,ARVEY RUVI 3. Owner(s) name and address: m I t - Q Interest in property: 0 J E Z Name and address of fee simple titleholder: 4. Contractor's nam and a dress: :. . I 1 h O 1 43q vL ), (ocl . A YYt i /b-ru. - F1 of A 3 t5 r) 5. Surety: (Payment bond re ui ed by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: l Pr 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Flor a Statutes. Name and address: 4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe nt date is sp ed) ' FC. DG 01CS- g85--Si -co3-O Signature of Ow r 0 Sworn to and subscribed before me this a r: G.1 C4 `� Bri ' t c) Prepared b 1 ' il (7 J �Print Owner's Name ( � � J Address: 1.3 4 5U lac Notary Public I. Q NSW 0_3 Print Notary's Name W. , Pt-a . I My commission expires: _ou \ MY COMMISSION #00246436 EXPIRES: SEP 02, 2007 Bonded through Advantage Notary 123.01 -52 PAGE4 8/02 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this i inp copy of Oa o - -r �� o Cry his �oa on� 11111111111111 CFN 20048.0926340 OR Bk 22753 Ps 0101; (1ps ) RECORDED 10/21/2404 10:56012 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE ✓V1. i ilnc ui P ( 33 , cz r? Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 1 9 i / 305- 795 -2204 Bui ding Inspection Request Date ��y 9 Type Insp'n G..�.�.. / /� _, Permit No. 13P014r '42 Name 1 Address a q C) Company Phone # 2 305- 795 -2204 Building Inspection Request Date( { ' Type Insp'n 1 Permit No. Name !C Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT " r � Address + � �.� L � �i s ' Company `�_. c_ .„/". Phone # Inspection Date Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2004 -1542 Printed: 12/1/2004 Applicant: ANTHONY TRIPODO Owner: TRIPODO ANTHONY JOB ADDRESS: 1225 NE 95 ST Contractor Local Phone: 305 - 253 -2560 Parcel # 1132060143990 SOUTHERN WINDOW TECHNOLOGY INC Contractor's Address: 19394 SW 106 AVE Fees: Description Amount FEE2004 -12040 Building Fee $160.00 FEE2004 -12041 CCF $9.00 FEE2004 -12043 CO /CC $50.00 FEE2004 -12044 Training and Education Fee $3.00 FEE2004 -12045 Technology Fee $4.00 FEE2004 -12046 Scanning Fee $30.00 FEE2004 -12047 Submittal Fee ($50.00) Total Fees: $206.00 Total Fees: $206.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 5/22/2005 Construction Value: $15,000.00 Work: INSTALL NEW ROLLING SHUTTERS Signed: (INSPECTOR) Building Permit Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 25 & 26 BLK 84 LOT SIZE 100 X 131 OR OEC 0 2 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department Job Address (where the work is being done) r, City Miami Shores Village 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): ,.:Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder)rrt V / „ .). :.:1 .k ," j�` l j,C...l Phone # ) ] 1 �: j -.' Y Owner's Address _,■. _ ,� City , ' ) 1 ) tl'i`+r ' Y\ k- q,e)State F i Zip J , 1 ' Tenant/Lessee Name MIA A Phone # IL V+ A 1 - County Miami - Dade Is Building Historically Designated YES NO • Contractor's Company Name ) „), J Contractor's Address - j h t, �=' (-\ City ) Y\ , : t'`vl State l Zip s ' l Qualifier ),A 411 1 )'■ q 5 ' oU( S o Architect/Engineer's Name (if applicable) '< I .'t Phone # $ Value of Work For this Permit l� L Type of Work: ❑Addition Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: 1_.1� �:+i f l t.. i�� j� �1 s f. t ) c .f 4 .- 4 Submittal Fee $ { 't Total Fee Now Due $ (Continued on opposite side) * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Notary S Training/Education Fee $ Scanning $ 3n Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Square Footage Of Work: e one NOV 4 ,Lirt' Permit No. 6PO J 5 Master Permit No. 4- Zip —3 1 41 ) n r ,c;S ( - 1 /:)7 L CCF $ 9 > CO /CC .7C , Technology Fee $ �f Bonding Company's Name (if a 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 prornise 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 i ssu: d. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing ins trµme t was acknowledged before me this Z3 day of 20 L by who is- personally known to me or who has produced NOTARY PUBLIC Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. _ APPLICATION APPROVED BY: Chc 12/15/03. applicable) A tee,c1co-Pyik/A--_ Owner or Agent Ft- DLA Ol 675 -S6S- As identification and who did take an oath. 9£6917Z00# NOISSIWW001�W HAWS 13VHOINI 'M Si 3 ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) Contractor The foregoing instrument was acknowledged before me this day of NO v , 200 ( A, by w o is personally kn n tome or w o has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /4. \ — — -- • 1 — ` e10 °Omen.. Ono , : -•puog # NOISSIV L 003 AIN S 'MOW 'M 0 My Commission Certificate of Competency No. * * * * * *• * ** ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *.s ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOV 3 0 2004 'Plans Examiner Engineer Zoning APPkomi rria6zlL 32 io9oo? h'L/lu_. 33 tu9xw'1 yvl,✓1 -PAL 11 51 XQS 03056 o ,nmex_� n� t1-4 (24 1'�fk VhA�IC � �`�X • 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 MetalTech, Inc. 7635 West Second Court. Hialeah, FL 33014 -4434 SCOPE: This NOA is being issued under the applicable pules 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: Maximum Impact Maxi Roll 50 APPROVAL DOCUMENT: Drawing No.02 -601, Sheets 1 through 12 of 12, titled "Maximum Impact Maxi Roll 50," dated 06/21/01 with last revision on 02/07/02, prepared by Knezevich & Associates, Inc. signed and sealed by V. J. Knezevich, PE., bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by thc Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. 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 there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02 -0305.01 Expiration Date: April 18, 2007 Approval Date: April 18, 2002 Page 1 STORM BAR, HEADER, MULLION MEMBERS - SCHEDULE A MEMBER MARK MEMBER TYPE W (INCHES) L (INCHES) Tf (INCHES) Tw (INCHES) 5 A 2 3 0.125 0.125 6 C 3/4 2 -1/2 SOLID SOLID 7 A 2 5 0.125 0.125 8 8 1 3 0.500 0.093 9 A 2 6 0.125 0.125 10 A 2 B 0.125 0.125 11 8 2 3 0.500 0.093 12 A 4 6 0.125 0.125 INDEX DESCRIPTION 1 GENERAL NOTES - COMPONENTS 2 SIOE RAIL CONNECTIONS. SECTIONS F. HEADER ASSEMBLY 3 TYPICAL ELEVATIONS & SECTIONS 4 SLAT SPAN SCHED. B -1, B -2, 8 -3 & SEP. FROM GLASS SCHED. B -4 5 HEADER - DRUM SUPPORT DETAILS 6 ANCHOR AND FASTENER SCHEDULES C, D & E 7 NEGATIVE (EXTERIOR) STORM BAR SCHEDULE F 8 POSITIVE (INTERIOR) STORM BAR SCHEDULE G 9 PERMANENT MULLION SCHEDULE H 10 HEADER SCHEDULE J (30 P.S.F. TO 110 P.S.F. DESIGN LOADS) 11 HEADER SCHEDULE J (120 P.S.F. TO 220 P.S.F. DESIGN LOADS) 12 GUIDE ANCHOR SCHEDULE GETS NOTES: 1. THIS ROLL -UP SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH A.S.C.E. 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". 3. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED ON HOOD OR GUIDE RAIL AS FOLLOWS: METAL TECH INC FLCSRIDA MIAMI -DADE COUNTY PRODUCT APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 K.S.J. POP RIVETS SHALL BE 3/16 "m 5052 ALUMINUM ALLOY. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MATERIALS USED IN PRODUCT TESTING. 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH MIAMI -DADE COUNTY PROTOCOLS PA 201. 202. AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORT No. 01 -011. 9. DESIGN CRITERIA FOR MULTIPLE SPANS: a. MAXIMUM DEFLECTION OF OUTSIDE HEADERS = L /30 b. MAXIMUM DEFLECTION OF POSITIVE (INSIDE) STORM BARS = L /30 OR 2" C. MAXIMUM DEFLECTION OF NEGATIVE (OUTSIDE) STORM BARS = L /30 d. MAXIMUM POSITIVE DEFLECTION OF SLATS = L /30 OR 2 ": NEGATIVE DEFLECTION OF SLATS = L /30. e. MAXIMUM DEFLECTION OF MULLIONS = L/180 10. ONCE ALL COMPONENTS HAVE BEEN CHOSEN, CHECK FOR COMPLIANCE WITH SECTION 2303.3 (i) OF THE CURRENT S.F.B.0 11. MINIMUM SLAT ENGAGEMENT IS 1 -1/4 ". INSTRUCTIONS: 1. DETERMINE A,S.0 E. 7 -88 WIND LOAD ON OPENING TO BE COVERED WITH A ROLL UP SHUTTER. 2. DETERMINE THE SLAT SPAN THAT YOU WILL NEED TO COVER THE OPENING. 3. DETERMINE IF YOU WILL NEED A SINGLE SPAN, DOUBLE SPAN OR THREE OR MORE SPANS TO COVER THE OPENING. SLAT SPANS 1. FOR A SINGLE, DOUBLE & MORE THAN 2 SLAT SPAN SCHEDULES, SEE SCHEDULES "B -1 ", "B -2" & "B -3" ON PAGE 4. LOCATE THE DESIGN THEN LOAD, AND HEN READ THE ALLOWABLE SLAT SPAN. STORE BARS 1. FOR MULTIPLE SPANS SEE SCHEDULES F & G ON PAGES 7 & 8 FOR EXTERIOR & INTERIOR STORM BARS. THE LAST ROW OF EACH DESIGN WIND LOAD INDICATES THE MAXIMUM ALLOWABLE SLAT SPAN UTILIZING THAT OR A LESSER SLAT SPAN READ SCHEDULE HORIZONTALLY FROM LEFT TO RIGHT, UNTIL YOU FIND A STORM BAR SIZE AND HEIGHT THAT FITS THE OPENING. MULLIONS 1. FOR ALLOWABLE SLAT SPANS. UTILIZING A PERMANENT MULLION, SEE SCHEDULE "H" ON PAGE 9. SELECT YOUR DESIGN WIND LOAD. THE LAST ROW OF EACH DESIGN LOAD INDICATES THE MAXIMUM ALLOWABLE SLAT SPAN UTILIZING THAT OR A LESSER SPAN, READ FROM LEFT TO RIGHT AND SELECT THE PERMANENT MULLION THAT HAS SUFFICIENT HEIGHT FOR YOUR OPENING. STORM BAR & MUWON CONNECTIONS 1. FOR PROPER CONNECTIONS AT THE TOP AND BOTTOM OF STORM BARS AND MULLIONS, SEE SCHEDULE "C" OR "0 ", PAGE 6. EACH STORM BAR AND MULLION SCHEDULE HAS REACTION LOADS INDICATED ON THE SCHEDULE TO THE RIGHT OF THE ALLOWABLE SPAN. TAKE THAT NUMBER AND ENTER SCHEDULE "C" FOR A TENSION CONNECTION OR SCHEDULE "D" FOR A SHEAR CONNECTION TO DETERMINE THE TYPE AND SIZE OF ANCHOR AS WELL AS THE EMBEDMENT INTO CONCRETE, CONCRETE BLOCK OR WOOD. THIS SCHEDULE WILL ALSO GIVE YOU THE SIZE AND THICKNESS OF THE ALUMINUM ANGLES TO BE USED AS WELL AS THE TEK SCREW ATTACHMENT OF THE ANGLE TO THE STORM BAR. HEADERS 1. HEADERS FOR STORM BARS CAN BE FOUND IN SCHEDULE "J" ON PAGES 10 & 11. SELECT THE DESIGN WIND LOAD AND ENTER SCHEDULE "J ". NOTE THAT THE MAXIMUM ALLOWABLE OPENING HEIGHT IS SHOWN AT THE TOP OF THE SCHEDULE. READ ACROSS FROM LEFT TO RIGHT FROM YOUR DESIGN WINO LOAD UNTIL YOU INTERSECT THE COLUMN THAT SHOWS A HEIGHT EQUAL TO OR GREATER THAN YOUR SELECTED OPENING HEIGHT. SEVERAL STORM BAR SIZES ARE IN THE SCHEDULE. YOU MAY CHOOSE FROM THE COLUMN THAT BEST MEETS YOUR REQUIREMENTS. HEADER CONNECTIONS 1. CONNECTIONS FOR HEADERS MAY ALSO BE FOUND IN SCHEDULES "C" AND "0" (DETERMINE REACTIONS FOR HEADERS IN HEADER REACTION SCHEDULE E. PAGE 6. n'1 /9n Irv) ¶ A. A' '-THIS NOTCH MUST \BE ON ALL SLATS co m .052" 2.434" ROLL-UP SLAT SCALE: HALF SIZE L- ACCESS HOLES a CENTER / MULLION GUIDE RAIL SCALE: HALF SIZE O BEAM (TYPE C) SCALE =3 " =1' -0" es ANGLE SCALE: HALF SIZE J • • .i IP' FEB 0 Zoo b >cSI VI Oats 06/21/011 ' Cal• Drawn Dy I ♦! e+o 1lO� MCI L .:pn Oy ' c1;714 D vm Orawlny no oz -6o 1 J (TWO FASTENERS REQUIRED) • 01 o ° o er g, ; ; 3.460" 1.828" � � 060 1 ^ r .062" ' -(ONE FASTENER REQUIRED) /// ACCESS HOLE SMALL SIDE RAIL Z SCALE: HALF SIZE .125" L 1.00" MIN. �( 3.00" MAX. " 1(( T v T� BOX BEAM (TYPE A) SCALE: 3" = 1' - 0" -4- .100" .060" (ONE FASTENER L - ACCESS HOLE Q LARGE SIDE RAIL SCALE: HALF SIZE T .055" .061" oa L h•:.j: ,Ifezi;T> }.'7p.yiag Op i i it” A f, J ? I. BOX BEAM (TYPE B) SCALE: 3" = 1' - 0" s::C Cock*, REQUIRED) u= � Sat a Fit �� w I VARIES (ANGLE LENGTH "L ") SHUTTER HOUD O ELEVATION OF SINGLE SPAN CONDITION N.T.S. ACCESS HOLE (TYP.) EXISTING CONCRETE OR BLOCK STRUCTURE 1/4"0 ITW TAPCON ® 8" O.C. WITH 1 -1/4" MINIMUM EMBEDMENT IN CONCRETE OR BLOCK 4"x4 "x.125" ALUM. ALLOY TUBE OR 3" x 3" x .125" ALUM. ALLOY TUBE 02/20/02 16:42 SLAT SPANk " ® SIDE RAIL ANCHOR O WALL MOUNT (PLAN) SCALE : 3" a 1' - 0" 2,3R® VARIES (ANGLE LENGTH "L") LABEL (SEE NOTE 4, PAGE 1) LABEL (OPTIONAL LOCATION) TION L SIDE RAIL OR 3 OR1 "x2 "x 8" AL MINUM ALLOY ANGLE W/ 1/4"0 TAPCON 24" 0.C. WITH 1 -1/4" MINIMUM EMBEDMENT EXISTING STUCCO OR FINISH MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING STUCCO OR FINISH MATERIAL O BUILD -OUT MOUNT (PLAN) SCALE : 3" = 1' - 0" EXISTING CONCRETE OR BLOCK STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE 1"x2"x.125"x CONT. ALUM. ALLOY ANGLE WITH 1/4 "0 ITW TAPCON CONC. ANCHOR (A 16" 0.C. WITH 1 -1/4" MIN. EMBEDMENT SEE SCHEDULE B -4, PAGE 4 #12 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT (el) 16" 0.C. EXISTING GLAZING EXISTING STRUCTURE- 3/4' 5/B" 2 "x5 "x.125 "x CONT. ALUMINUM ALLOY ANGLE ® WALL MOUNT SECTION SCALE: 3/4" = 1' - 0" ACCESS HOLE ITYP.) 1" EXISTING W000 FRAMING EXISTING STUCCO OR FINISH MATERIAL XISTING CONCRETE OR BLOCK STRUCTURE MAX. SLAT SPAN Q 6'- MAX. DESIGN LOAD a +32.00 P.S.F. -72.00 P.S.F. � BUILD -OUT MOUNT (PLAN) SCALE :3 "a 1' -0" #12 x 1" SMS EXISTING / ® 16" 0.C. STRUCTURE 032" 3003 -H14 ALUM. ROLL -UP SHUTTER HOOD (TYP.) 1) ® 2)0 R® TWO #12 TEK SCREWS (la 12' 2"x3 "x.125 "x CONT. ALUMINUM ALLOY ANGLE 1/4 -20 MACHINE BOLTS WITH NUT OR #14 TEK SCREWS ® 16" 0.C. STAGGERED #10 THRU BOLT 10" O.C. OR TWO /4"0 DRILL -FLEX COATED FASTENERS (al 11" 0.C.— ANGLE FOR TOP COVER (SIZE VARIES) WITH 1/4 "‘A ITW TAPCON CONCRETE ANCHOR (al 16" 0.C. WITH 1 -1/4" MIN. EMBEDMENT - - "— SEE SCHEDULE B -4, PAGE 4 EXISTING GLAZING EXISTING STRUCTURE- ® BUILD OUT SECTION SCALE: 3/4" = 1' - 0" O EXISTING STUCCO OR FINISH MATERIAL 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING WOOD FRAME WALL MOUNT (PLAN) v SCALE = 3 " =1' -0" O.C.- ACCESS HOLES (INSIDE OR OUTSIDE) O SIDE RAIL TO MULLION DETAIL SCALE : 3" = 1' - 0" t (INSIDE OR OUTSIDE) ‘— O SIDE RAIL TO MULLION DETAIL SCALE :3 "a 1' -0" SEE F/3 ROLL -UP SHUTTER HOOD BUILD OUT (SIZE VARIES) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MULLION (SEE SCHEDULE H) 4"x6"x.125x CONT. ALUMINUM ALLOY MULLION TWO #12 TEK SCREWS ( 12" 0.C. EXISTING STUCCO OR FINISH MATERIAL EXISTING CONCRETE OR BLOCK STRUCTURE MULLION (SEE AOLESS SCHEDULE H) HOLES STRUCTURE REMOVE AS OUTSIDE) OR O SIDE RAIL TO MULLION DETAIL SCALE :3 " =1' -0" 1 "x2 "x.125 "x CONT. ALUM. ALLO ANGLE WITH 1/4 "0 ITW TAPCON CONC. ANCHOR 16" 0.C. WITH 1 -1/4" MIN. EMBEDMENT SEE SCHEDULE B -4, PAGE 4— EXISTING GLAZING EXISTING STRUCTURE #12 TEK SCREW OR 1/4 -20 MACHINE BOLT WITH NUT (s0 16" 0.C.- G INSIDE MOUNT (PLAN) SCALE : 3" = 1' - 0" 5/8 "0 x 1/2" x 0.050" ALUM. ALLOY TUBE SPACERS AT BOLT LOCATION- 1/4 "0 THRU BOLT W/ NUT 8 WASHER @ 12" O.C. 111 "O ROLL -UP SHUTTER HOOD w 41 ® INSIDE MOUNT SECTION SCALE: 3/4" = 1' - 0" 2 "x3 "x.125 "x CONT. ALUMINUM ALLOY ANGLE MULLION (SEE SCHEDULE H) (INSIDE OR OUTSIDE) SIDE RAIL TO MULLION DETAIL SCALE : 3" = 1' - 0" wish tin I 12002 h [mil -03 .0I Z m � N � N W e N� g g tt 1 r._. U Q i Q ....: W — ; z z "' o - W fa W1 • E v , A ry SI IW' 5 o ir N 'Aii Y v 0 , __ _J 8.z1 11- U vs 4 WI ' t7 1J t46 41ge� rr F 60 � W Z Q - W ∎ JJ X a X Q e Od sheet 2 of 12) , OSr• 06/21;011 •[;r. -1 by AS NOTED M ( igi by (chock et b; VJx ( V1K F . .....0 ne L 02 -609 VARIES (ANGLE LENGTH 1 EXISTING STRUCTURE 02/20 /02 16 :42 HEADER LENGTH / SLAT SPAN 1 "x2 "x.125 "x CONT. ALUM. ALLOY ANGLE WITH 1/4". ITW TAPCON CONC. ANCHOR (B 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS ", PG. 8- SHUTTER HOOD- EXISTING GLAZING EXISTING STRUCTURE •- VARIES (ANGLE LENGTH "L ") LABEL (SEE NOTE 4, PAGE 1) -LABEL (OPTIONAL LOCATION) Ro SIDE RAIL ANCHOR #12 x 1" SMS (8:1 16" O.C. l EXISTING OLL -UP STRUCTURE SHUTTER HOOD NOTE BOLT PATTERN TO BE THE SAME ON BOTH SIDES OF STORM BAR HEADER LENGTH MOP SHUTTER HOOD- •---' l ! / / / / / / ■2 / � 0 2�0 / R® / / / //l 7 /I/// _,TS A O ELEVATION OF TWO SPAN CONDITION ("i ELEVATION OF TWO SPAN CONDITION N.T.S. N.T.S. 1 "x2"x.125 "x CONT. ALUM. ALLO ANGLE WITH 1/4". ITW TAPCON CONC, ANCHOR @ 16" 0.C. WITH 1 -174" MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS ". PG. 8 EXISTING GLAZING EXISTING STRUCTURE VARIES (ANGLE LENGTH "L ") - LABEL (SEE NOTE 4, PAGE 1) Mho lerl LABEL (OPTIONAL LOCATION) 4 m� O SHUTTER :gym Q 7 0 •' 11 �, 15 O WALL MOUNT SECTION WITH STORM BARS E INSIDE MOUNT SECTION WITH STORM BARS SCALE: 3/4" = 1' - 0" SCALE: 3/4" = 1' - 0" BEARING HOLE FOR 3/16 ". AL. POP RIVET (TYP.) - N-SIDE RAIL ANCHOR ROLLER TUBE SUPPORT V 5 1 13 2 PPORT ; 1141. CONT. ALUM. ALLOY ANGLE WITH *12 x 1" SMS t 16" O.C.TOi HOOD AND ONE *10 THRU BOLT & NUT OR *12 DRILL -FLEX COATED FASTENER - HOOD EXISTING STRUCTURE O ISOMETRIC OF CAST HEADER ASSEMBLY N.T.S. ANGLE FOR TOP COVER (SIZE VARIES) WITH 1/4 "m ITW TAPCON CONCRETE ANCHOR (® 16" O.C. WITH 1 -1/4" MIN. EMBEDMENT SEE STORM BAR SCHED. "MIN. SEP. FROM GLASS ". PG. 8 EXISTING GLAZING EXISTING STRUCTURE ,o) SHAFT HOUSING (BEARING END) (O ) - ROLL -UP SHUTTER HOOD ROLL -UP SHUTTER HOOD 7 BOX SIDE \� MOTIR `/ SUPPORT 1141 SHAFT HOUSING OCTAGONAL GALV. STEEL ROLLER TUBE - SAFETY STOP 1" x 2" x 125" x CONT. ALUM. ALLOY ANGLE W/ *12 x 1" SMS t 16" O.C. AT EACH LEG BUILD -OUT SECTION WITH STORM BARS SCALE: 3/4" = 1' - 0" GEAR BOX S AFETY PLATE EACH S -SHAFT CONNECTOR REMOVABL HANDLE -DRIVE SHAFT UNIVERSAL DRIVE ASSEMBLY ROLL -UP SHUT CONT. ALUM. ALLOY ANGLE WITH *12 y, 1" SMS 1T 16" 0.C. TO HOOD AND ONE *10 THRU BOLT & NUT OR *12 DRILL •FLEX COATED FASTENER TO SLAT GUIDE OR ALUMINUM HEADER Amoyri set I_m::1 in Kith tbe "f 81002 11liat�: ir�*3: 1 0 .s[al. Oi wn Dy .s.0,co 1 d..q� e cn.cw.d y e v)-0 v�K OZ sheet 3 of 12 MINIMUM SHUTTER SYSTEM SEPARATION FROM GLASS SCHEDULE B-4 POSMVE DDESIGN LOAD (P.S.F.) ACTUAL SHUTTER SPAN (L) (FT. • IN.) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN OR EQUAL TO 30'-0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30'4' ABOVE GRADE (INCHES) 25.0 24.7 8 '_ 5 .. 6' - 11" 40.0 7' -10" 9 - 50.0 7' - 60.0 7' - 1" 7' - 11" 70.0 6' - 7' -7" 30.0 3 ' - 0" 2" 1 - 1/8" 4' - 1" 2" 1 -1/4" 5' - 0" 2 -1/2" 1 -1/2" 6' - 2" 2 -1/2" 2 -1/8" 8' - 11" 5 -7/8" 5 -7/8" 40.0 3' - 0" 2" 1 -1/8" 4' - 1" 2" 1 -1/4 S' - 0" 2 -1/2" 1 -5/8" 6' - 2" 2 -1/2" 2 -1/2" 8' - 4" 5 -7/8" 5 -7/8" 50.0 3' - 0" 2" 1 -1/8" .^ 4' - 1" 2" 1 - 3/8" 6 - 2 2 -7/8" 2 -7/8" 7' - 10" 5 -5/8" 5 -5/8" 60.0 4' - 1" 2" 1 -1/2" 5' - 0" 2" 2" 4' - 6" 3 -1/8" 3 -1/8" 4' -1' 5" 5" 70.0 4' 1" 2" 1-1/2" 5' - 0" 2 -1/8" 2 -1/8" 6' - 2" 3 -1/2" 3 -1/2" 6' - 9" 4 -3/4" 4 -3/4" 80.0 4' - 1" 2" 1 -1/2" 5' - 0" 2 -1/4" 2 -1/4" 6' - 2" 3 -7/8" 3 -7/8" 210.0 4 -3/4" 4 -3/4" 90.0 4 - 1" 2" 1 -5/8" - 5' - 0" 2 -3/8" 2 -3/8" 6' - 2" 4 -1/4" 4 -1/4" 6' - 3" 4 -1/2" 4 -1/2" 3' - 0" 1 -1/4" 1 -1/4" 100.0 4• - 1'• 2" 1 -5/8" 5' - 11" 4 -1/4" 4 -1/4" SINGLE ALLOWABLE SLAT SPAN SCHEDULE B-1 ' CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN AND NEGATIVE LOAD SPAN FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. - IN.) TOTAL SLAT SPAN (FT. - IN.) 24.7 8 '_ 5 .. 6' - 11" 40.0 7' -10" 9 - 50.0 7' - 60.0 7' - 1" 7' - 11" 70.0 6' - 7' -7" P 0 6• - 2" 7 ' - 1s 7' - 0" 100.0 5' -11" 6' - 11" 110.0 5' -8" 6' -10" 120.0 5' -2" 6. - 9" 130.0 4' - 9" 6' -8" 0 4' - 5" 6' - 150.0 4' -1" 6' - 7" _ 160.0 3' - 10" 4' - 2" 170.0 3' - 8" 3' - 11" 180.0 3' -5" 6' -4" 190.0 3' -3" 200.0 - 1" 6' - 3' 210.0 5' - 8" 6' - 2' 220.0 5' - 7" 3' - 0" 5' 5" 100.0 6.' -11" 5' -4 110.0 4' - 6" 4' - 10" 120.0 4' -1' 4' -5' 130.0 3' - 10" 4' - 1" 140.0 3' - 6" 3' - 9' 150.0 3' - 3' 3' - 6" 160.0 3' - 1' - 170.0 2' - 11" 3' - 1" 180.0 2' - 9" 2' - 11" 190.0 2' -7" 2' -9" 200.0 2' -5" 2' -8" 210.0 2' - 4" 2' - 6" 220.0 2' - 3" _ 2' - 5" MORE THAN 2 ALLOWABLE SLAT SPAN SCHEDULE B-3 CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN AND NEGATIVE LOAD SPAN FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. -1N.) TOTAL SLAT SPAN (FT. - IN.) 360 8 '_ 5 .. 10'- 4" 40.0 7' -10" 9 - 50.0 7' - 60.0 7' - 1" 8' - 0" 70.0 6' - 7' -4" P 0 6• - 2" 6 '- 11" 6' - 6" 100.0 5' -11" 6 -2" 110.0 5' -8" 5' -10" 120.0 5' -2" 5' -6" 130.0 4' - 9" 5' - 1" 140.0 4' - 5" 4' - 150.0 4' -1" 4' -5" _ 160.0 3' - 10" 4' - 2" 170.0 3' - 8" 3' - 11" 180.0 3' -5" 3' -8" 190.0 3' -3" 200.0 - 1" 3' - 4' 210.0 2' - 11" 220.0 2' - 10" 3' - 0" DOUBLE ALLOWABLE SLAT SPAN SCHEDULE B-2 CONTRACTOR / INSTALLER TO UTILIZE SMALLEST OF POSITIVE LOAD SPAN AND NEGATIVE LOAD SPAN FOR EACH OPENING DESIGN WIND LOAD (P.S.F.) SPANS FOR POSITIVE LOADS SPANS FOR NEGATIVE LOADS TOTAL SLAT SPAN (FT. • IN.) TOTAL SLAT SPAN (Ft.. IN.) 360 8' - 11" 10' - 5' 40.0 8' -4' 50.0 7' -10" 60.0 70.0 6' - 50.0 6• - 2" 100.0 5' - 6" 110.0 5' - 3" 120.0 5' - 0" 130.0 140.0 150.0 d 170.0 180.0 W CD 190.0 200.0 210.0 220.0 02/20/02 16:42 SLAT SPAN SINGLE SPAN LAYOUT 'I SLAT SPAN SLAT SPAN 4 jr DOUBLE SPAN LAYOUT SLAT SPAN SLAT SPAN MULTIPLE SPAN LAYOUT SLAT SPAN MEM INTERPOLATE FOR SLAT SPANS 8. DEFLECTION BETWEEN THOSE SHOWN ON THIS SHEET. Atv. •;.; a •:+ r4r.Nb 1hr 51 %>iiti" C•a1n:1 Lri�el::Ur - o DM QQ VJ. 10YElie - v1O1 • sheet 4 of 12 • Li_ Fir 06/21/01, jscue �Orivn by l l AS NOTID' MC (daai9n by cnackad byl 11 ¥AC m� 1 drar.n0 no 02 -601 1" MIN. x 1/4" THICK BUILD -OUT TUBE FASTEN TO WALL THROUGH ACCESS HOLES WITH TWO 1/2 "0 LOK /BOLTS ACCESS HOLES TWO 3/8 "0 THRU BOLTS� HEADER 1 -1/2" x 2 -1/2" x 1/8" x 0' -3" ALUM. ANGLE WITH THREE #12 SMS TO TUBE & TWO 1/4 -20 MACHINE SCREWS WITH NUTS TO DRUM SUPPORT PLATE 2 R® O DRUM SUPPORT & HEADER TO BUILD -OUT DETAIL SCALE: 1 -1/2" a 1' - 0" TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & ANGLE WIDTH VARIES) 02/20/02 16:42 BUILD -OUT (SIZE VARIES) o ;It _Li .1254 13.500' .250' O DRUM SUPPORT PLATE DETAIL SCALE: 1 -1/2" a 1' - 0" 1 ROLL -UP SHUTTER HOOD 10" -DRUM SUPPORT PLATE ACCESS HOLE Ro DRUM HEADER - x 2 -1/2" x 1/8" x 0' -3" ALUM. ANGLE WITH TWO 1/4 "0 TAPCONS WITH 1 -1/4" MIN. EMBEDMENT INTO WALL & TWO 1/4 -20 MACHINE SCREWS WITH NUTS TO DRUM SUPPORT PLATE ANGLE MAY BE DIRECT MOUNTED TO WALL WITH CONCRETE BLOCK FASTENERS— TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & ANGLE WIDTH VARIES) ANGLES MAY TURN UP OR DOWN AGAINST WALL -' -DRUM ROLL - UP SHUTTER HOOD 10" CAST BOX SIDE FRAME O CAST DRUM SUPPORT & HEADER DETAIL WITH BUILD -OUT SCALE: 1 -1/2" = 1' - 0" 2 '-HEADER e:1\_11/4,9 OR O ALT. DRUM SUPPORT & HEADER TO WALL DETAIL SCALE: 1 -1/2" = 1' - 0" —DRUM OLL -UP SHUTTER HOOD 10" RUM SUPPORT PLATE TWO 2" x HEADER SUPPORT H CK(EG ANGLES, ANGLE WIDTH VARIES) HEADER DRUM ROLL -UP SHUTTER HOOD 10" AST BOX SIDE FRAME TWO 2" x HEADER TH THICK II EG LENGTFi ANGLE WIDTH VARIES) O HEADER SUPPORT ON ANGLE ATTACHED TO GUIDE SCALE: 1 -1/2" a 1' - 0" ANGLES MAY TURN UP OR DOWN AGAINST WALL- OR® CAST DRUM SUPPORT & HEADER DETAIL SCALE: 1 -1/2" = 1' - 0" ROLL -UP SHUTTER HOOD 10" HEADER -DRUM CAST BOX SIDE FRAME - R /\\ `- ROLL -UP SHUTTER H000 10" CAST BOX SIDE FRAME TWO 2" x HEADER SUPPORT ANGLES, 1/8" THICK (LEG LENGTH & R') ANGLE WIDTH VARIES) O HEADER SUPPORT ON ANGLE ATTACHED TO GUIDE SCALE: 1 -1/2" = 1' - 0" /. t;f,•, •.f'i 3 Ay:lit:y:4g with IIb. • •t mil. Or�rn py AS NOM)) MC' d i gn ,K 1 h th.d dr *.ing no. L 02 -601_, [ 5 of 121 NUMBER OF SToIV' LIARS - HEADER REACTION DETERMINATION SCHEDULE E HEADER REACTION EACH END (1.135.) 1 .5 X ONE STORM BAR END REACTION 2 1 X ONE STORM BAR END REACTION 3 OR MORE 1.5 X ONE STORM BAR END REACTION WALL MOUNT SIDE 1 „ WALL MOUNT SIDE 3 2d " MK Q' ANGLE ISOMETRIC DEPICTS MAXIMUM NUMBER OF ANCHOR BOLTS AND TEK SCREWS, AND THEIR ARRANGEMENT. FOR LESS ANCHORS OR TEK SCREWS, ANY 3d OR 10d DIMENSIONS MAY BE = 0. TENSION CONNECTION TO WALL FOR O STORM BAR, HEADER, OR MULLION A N.T.S. 3" MIN. EDGE DIST. (TYP.) EXIST. CONC. OR BLOCK STRUCTURE O HEADER TO WALL SECTION SCALE: 1 •1/2" = 1' - 0" MAMMA ANCHOR TYPE TYPE REACT (1 . J 71 NE a ANi 02/20/02 16:42 2" X 2" MIN. P. EA. SIDE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) TYP. EACH END WALL MOUNT OURN1TIY OF FASTENE PERANGL 0.250 1.125 1 0.375 1.250 1 0.250 1 125 2 0.250 1.125 2 0.375 1.250 2 0.500 1.5 -2.25 1 0.375 1.625 2 0.375 1.250 2 0.500 2.250 2 G ov u-a 2d aovv) Q WW >O O TNNO AN61.E$ (IN.j 3.0 4.5 3.0 30 4.5 6.0 4.5 45 6.0 S F S ' o � A. ANGLE DIMENSIONS 0 125 0.125 0.125 0.250 0.250 0.250 0.250 0.250 0.250 MMI. 0,1 _ N LENGTH OF LAOS j ANGLE 3.00 4.08 5.76 4.00 5.25 3.01 5.25 11.50 11.50 0 I �/' / 2d /q -• 474141") NM. V � 2d V 3d PON. iv G� /F`4 3 d "w 2d "" MN. 2 3 3 3 3 4 4 6 7 2d 1 No. OF TEK SOIEINS ER. LEG EA01 ANGLE SHEAR CONNECTION TO FLOOR OR CEILING (" FOR STORM BAR, HEADER, OR MUWON N.T.S. Block a ANCHOR AND FASTENER - SCHEDULE C (FOR TENSION CONNECTION) COMM* as C POWERS/RAWL LOK/BOLT - TENSION IN CONCRETE OR BLOCK POWERS/RAWL CALK -IN - Maga W4 CONCRETE OR BLOCK -'x- X < oz Zo z MAX. DESIGN LOAD = :72.00 P.S.F. TWO 1/4 "0 x 3 -1/2" (A325) THRU BOLTS WITH LOCK NUT `.J MULUON TO PLATE/ WALL (TOP) O SECTION J SCALE: 1 -1/2" = 1' - 0" SCALE: 1 -1/2" = 1' - 0" LAK/OOLT CALK -IN LCKIKOLT LOIVmOLT CAUTAN CALK Lox LOKHOLT C ALJGIN LOKAOLT B 600 850 1200 1200 B 1700 C 2508 C 2700 STOMA .m MUWON OR IICAM TO ANGLES OF SCR *12 *12 *12 *12 *12 #14 *14 *14 #14 t ISEE SCHEDULE C) 3" MIN. EDGE DISTANCE (TYP. SEE FASTENER SCHEDULE C FOR APPROPRIATE TENSION FASTENER EXIST. CONC. OR BLOCK STRUCTURE-"- 1" MIN. O STORM BAR 1 MULLION TO WALL SECTION SCALE: 1 -1/2" = 1' - 0" .'- HEADER 12 -1/4"x 10"x1/2" 6061 -76 ALUMINUM ALLOY PLATE - FIVE 3/8 "0 POWERS/ RAWL TAPPER WITH MIN 1 -3/4" EMBEDMENT AND 2" EDGE DISTANCE SEE FASTENER SCHEDULE C L(13:), 2" X 2" MIN. G YP. EA. SIDE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) STORM BAR O HEADER TO STORM BAR DETAIL SCALE: 1 -1/2" = 1' - 0" IL (SEE DETAIL A /6) 3" MIN. EDGE DISTANCE (TYP.) ACCESS HOLES TWO 1/4 "0 x 3 -1/2" (A325) THRU BOLTS WITH LOCK NUT ACCESS PLAN VIEW HOLES K SCALE: 1 -1/2" = 1' - 0" EXIST. CONC, OR BLOCK STRUCTURE lgodc B ANCHOR AND FASTENER - SCHEDULE D (FOR SHEAR CONNECTION) Concrete w C POWERS/RAWL LOK/BOLT - SHEAR IN CONCRETE OR RLOOC POWERS/RAWL CALK -IN - SHEAR IN CONCRETE OR BLOOC TYPE LOICIIOLT CALK -LOK LOKAOLT LOIVmOLT LOWSOLT CALK -IN LOKIDOLT CAUL-114 CALK-UOK LOK 5OLT B 8 B B C C C C C WALL MOUNT STORM w IMATEIIIAIA MULLION oONC>Bf E �� "" 0 EN ASTEPI opt 010 PER DI ANC;! 318 635 635 1270 1625 1800 3250 4220 5800 5800 0.250 0.250 0.250 0.250 0.375 0.375 0.37°- 0.375 0.500 0.375. 1.125 875 -1.12S 1.125 1.125 1.625 .875 1.625 1.250 1.5 -2.25 1 625 ANGLE DIMENSIONS TWOCNESS OF TWO R) OF EA AN LE 2 1 4 2 2 2 2 2 4 1.25 3.00 1,25 3.00 4.50 3.00 4.50 4.50 6.00 4.50 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 0.125 SEE DETAIL 8/6 STORM NAIL RIIAIION OR HEADER To ANGLES W. OF IBC LEG S AM IIS 2 2 3 3 3 3 5 6 8 8 *12 #12 *12 #12 *12 #12 #14 4414 4416 *14 2" X 2" MIN. P. EA. SIDE OF HEADER (SEE SCHEDULE E FOR FASTENER INFO.) TYP. EACH END EXIST. CONC. OR BLOCK STRUCTURE O HEADER TO WALL SECTION SCALE: 1 -1/2" = 1' - 0" ( I. . ..JAL__ r ' WOOD FASTEN)NG NOTES• t (SEE SCHEDULE D) SEE FASTENER SCHEDULE 0 2" X 2" AL. ANGLE MIN. SEE FASTENER SCHEDULE 0 FOR APPROPRIATE SHEAR FASTENERS n STORM BAR / MULLION TO FLOOR / CEILING DETAIL �\Li SCALE: 1 -1/2" = 1' - 0" GALVANIZED STEEL OR 410 STAINLESS STEEL WITH FLUOROCARBON COATING LAG SCREW FOR WOOD, MAY BE USED AT LOADS INDICATED QUANTITY ED FORBLOCK OR CONCRETE. SHALL BE AT THE CENTER OF A PRIMARY FRAMING MATERIAL SUCH AS A 2x WOOD STUD OR A 2x WOOD HEADER OR SILL PLATE. SEE SCHEDULES C TITFOR AN ANGLE ANCHOR. FASTENER A'• "r :r ::orrpl:;1 with the fJ QR1 T 2OO2 1 06/21/01( scale [drawn by AL $OrC J McJ assign ,y en.ck.d O 1 vlx VJi1 02 6 1 sheet 6 of 12 NEGATIVE IG� GN tP•x•r.) Pa% N STORM BAR TYPE AND MAXIMUM LENGTH(� ) L ) 314' x 2•1/T rU NFl1 l - Ca) C ° END C_l x fV END IN .® 2' x 6' ®i 10 r x 8' 1 Z C °) t_I W 30.0 48 92 574 171 695 1 162 1014 182 1137 224 1 1400 60 83 647 100 783 145 1134 163 1271 202 1575 `72 76 714 92 863 132 1242 149 1393 185 1733 84 71 775 86 937 123 1341 138 1504 172 1879 96 67 831 80 1006 115 1434 129 1608 161 2015 _ 108 63 885 76 1070 108 1521 121 1706 152 2144 121 60 940 72 1137 102 1610 115 1805 144 2270 40.0 36 92 574 111 695 162 1014 182 1137 224 1400 1629 48 80 670 97 811 141 1171 158 1313 196 60 72 755 88 913 126 1309 141 1468 176 1832 72 67 B31 80 1006 115 1434 129 1608 161 2015 84 62 902 75 1091 106 1549 119 1737 150 2184 96 58 , 968 70 1171 99 1656 111 1857 140 2335 113 54 1055 65 1276 92 1797 103 2015 129 2534 50.0 48 72 755 - 8 913 f 126 1309 147 1468 176 1832 54 69 803 83 972 118 1389 133 1557 166 1948 60 65 850 79 1028 112 1464 126 1641 158 2059 66 62 894 75 1081 107 1535 120 1721 151 2164 72 60 936 72 1132 103 1603 115 1798 145 2261 78 58 976 70 1180 99 1669 111 1871 139 2353 105 50 1142 61 1380 85 1936 95 2171 120 2730 C0.0 48 67 831 or 1006 115 11.34 129 1608 161 2015 54 63 885 76 1070 108 1521 121 1706 152 2144 60 60 936 72 1132 103 1603 115 1798 145 2261 66 57 984 69 1190 98 1682 110 1886 138 2371 72 55 1030 66 1246 94 1756 105 1970 132 2477 78 53 1075 61. 1299 90 1828 101 2050 127 2578 96 48 1198 58 1449 81 2028 91 2274 114 2860 72.0 48 61 I 916 71. 1107 , 105 1571 117 1762 148 2215 54 58 974 70 1179 1666 111 1869 139 2350 60 55 1030 66 _ 1246 1756 105 1970 132 2477 66 53 1083 64 1310 a CO 1842 100 2066 126 2598 72 50 1134 61 - 1371 1924 96 2158 121 2713 78 49 1183 59 11.30 2003 92 2246 716 2824 81 48 1206 58 1459 81 2041 90 2288 114 2878 48 916 1107 105 1571 117 1762 148 2215 54 974 70 1179 _ 99 1666 111 1869 139 2350 60 1030 66 1246 91. 1756 105 1970 132 2477 66 �J W 1083 64 1310 89 1842 100 2066 126 2598 72 1134 61 1371 86 1924 96 2158 121 2713 78 1183 59 1430 82 2003 92 2246 116 2824 83 1222 57 1477 80 2066 89 2317 112 2913 90,0 36 55 1030 66 1246 94 1756 105 1970 132 2477 42 52 1096 63 1325 88 1863 99 2089 125 2627 48 49 1159 60 1401 84 1964 94 2202 118 2769 54 47 _ 1218 57 1473 80 2060 90 2310 113 2904 60 45 1275 55 1541 76 2151 86 2412 108 3034 66 41. 1330 53 1607 73 2239 82 2511 104 3157 78 - 44 1330 53 1607 73 2239 82 2511 704 3157 100.0 36 60 936 1015 - 72 r 67 1132 1227 103 95 1603 1732 115 107 1798 145 2261 42 56 191.2 134 2442 48 52 1089 63 1317 89 1851 100 2076 125 2611 54 49 1159 60 1401 84 1964 94 2202 118 2769 60 47 1224 57 1481 79 2070 89 2321 112 2919 66 45 _ 1287 54 1556 76 1 2171 2299 85 2434 107 3061 74 43 1367 51 1652 72 80 2578 101 3242 110.0 36 57 984 69 1190 98 1682 110 7886 138 2371 42 53 1067 64 1291 1384 91 85 1816 102 2037 128 2561 48 50 1145 60 1942 95 2177 119 2738 54 47 1218 57 11.73 80 2060 90 2310 113 2904 60 45 1287 54 1556 76 2171 85 2434 107 3061 66 43 1353 52 1636 72 2277 81 2553 102 3211 3307 70 42 1395 50 1687 70 2345 79 2630 99 • ' I•1 .1' 1' •I • • • 02/20 /02 16:42 SLAT SPAN _____ DOUBLE SPAN LAYOUT SLAT SPAN 11111 r,"/""., INTERPOLATE FOR STORM BAR SPANS & REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. S DESIGN NEGATIVE STOR RM SPEIiG RM BAR SPAN SCHEDULE (F>- MULTIPLE SPAN CONDITION (ALL SPANS) ® C6) STORM OAR TYPE AND MAXIMUM LENGTH (INCHES) END END • x 2.1/Z' mar 1• x 3' swim 30 60 - 936 72 1132 36 55 1030 66 1246 42 51 1117 _ 62 1351 120.0 _ 48 48 1198 _ 58 1449 , 54 1.5 1275 55 1541 60 43 1347 52 1629 66 41 1416 50 1712 11 11 C i9 `°J C END END H ¢ RS) 2' x 6' 2'x8' Ugir 103 1603 115 1798 145 2261 94 1756 105 1970 132 2477 87 1897 97 2127 122 2675 81 2028 91 2274 174 2860 76 2151 86 2412 108 3034 73 2268 81 2543 102 3198 69 2378 78 2667 98 3354 24 64 867 T 1049 110 1493 124 1674 155 2102 30 58 976 70 1180 99 1669 111 1871 139 2353 36 53 1075 64 1299 90 1828 101 2050 127 2578 130.0 42 49 1165 59 1409 83 1975 93 2214 118 2785 48 46 _ 1250 56 1511 78 2111 87 2367 110 2977 54 44 1330 53 1607 73 2239 82 2511 104 3157 61 41 1417 50 1713 69 2380 78 2669 98 3356 18 71 775 86 937 123 1341 138 1504 172 1879 24 62 902 75 1091 106 151.9 119 1737 150 2184 30 56 1015 67 1227 95 1732 107 1942 134 2442 140.0 36 51 1117 62 1351 87 1897 97 2127 122 2675 42 47 1212 57 1465 80 2049 _ 90 2298 113 2890 48 45 1299 54 1571 75 2191 84 21.56 106 3089 58 41 1435 49 1735 68 21.08 77 2700 96 3396 18 69 803 83 972 118 1389 133 1557 166 1948 24 60 936 72 1132 103 1603 115 1798 145 2261 30 54 1053 65 1273 92 1793 103 2010 129 2528 150.0 36 49 1159 60 1401 84 7964 91. 2202 118 2769 42 46 1256 56 1519 78 2121 87 2378 109 2991 48 43 1347 52 1629 73 _ 2268 81 2543 102 3198 56 39 1510 47 1822 65 2530 73 2837 92 3567 18 67 831 80 1006 115 1434 129 1608 161 2015 24 58 968 70 1171 99 1656 111 1857 140 2335 30 52 1089 63 1317 89 1851 100 2076 125 2611 160.0 r 36 48 1198 58 1449 81 2028 91 2274 114 2860 42 45 1299 54 1571 75 2191 84 2456 106 3089 48 42 1394 51 1685 70 2342 79 2626 99 3302 53 40 1468 48 1773 67 2461 75 2759 94 3470 18 65 859 78 1038 111 1478 125 T 1658 151 2080 24 56 1000 68 1209 96 1707 108 1914 136 2407 30 51 1124 61 1359 86 1908 97 2140 122 2691 170.0 36 47 1237 56 1496 79 2091 88 2341. 111 2948 42 43 1341 52 1622 73 2258 82 2532 103 3184 48 41 1438 49 1739 68 2414 76 2707 96 3404 50 40 1469 48 1775 67 2464 75 2763 94 3474 180.0 18 63 885 76 1070 108 1521 121 1106 152 2144 18 63 885 76 1070 108 1521 121 1706 i52 2144 18 63 885 76 1070 108 1521 _ 121 1706 152 2144 24 55 1030 66 1246 94 1756 105 1970 132 2477 30 49 1159 60 1401 81. 1964 94 2202 118 2769 36 45 1275 55 1541 76 2151 86 2412 108 3034 47 40 1466 1 48 - 1770 67 21.58 75 2756 94 3466 r 18 60 936 72 1132 18 60 936 72 1132 18 60 936 72 1132 200.0 24 52 1089 _ 63 1317 30 47 1224 57 1481 36 43 1347 52 1629 42 40 1460 48 1764 220.0 18 57 984 69 1190 18 57 984 69 1190 18 57 984 69 1190 24 50 1145 60 1384 30 45 1287 54 1556 36 41 1416 50 1712 38 40 1457 49 1760 Et, f L +j L J SLAT SLAT SPAN - SPAN MULTIPLE SPAN LAYOUT 103 1603 115 1798 145 2 261 103 1603 115 1798 145 2261 103 ' 1603 115 1798 145 2261 89 - 1851 100 2076 125 2611 79 2070 89 2321 112 2919 73 2268 81 2543 102 3198 67 2449 75 2746 95 3454 98 1682 110 1886 138 2371 98 1682 A 110 1886 138 2371 98 1682 110 1886 138 2371 85 1942 95 2177 119 2738 76 2171 85 2434 107 3061 69 2378 78 2667 98 3354 67 2443 76 2740 95 3446 SLAT SPAN pact Control ear. • V. 06/21/01) L AS r•OTCO d' _ O !.C � Darin 071 chocked by VJN J VMJ Or•vfn• no. L 02 -601 I sheet 7 of 12 02/20/02 16:42 SLAT SPAN NOTE: ( ! 3 1 T SLAT SPAN SLAT SPAN f. DOUBLE SPAN LAYOUT .1. rt., 1.w 4 SLAT S LAT SPAN c. S PAN MULTIPLE SPAN LAYOUT INTERPOLATE FOR STORM BAR SPANS S REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. ?' j!1'::g with iht s oduct Contru1 n:1'W pn 1'68 �J 21 - 4 cr ({aar. 06/21/01j facia. Ko1 Joffe e b AS 0..1gn Dy , -c hocked br V VJK 0 6 Q . L isheet 8 of 12 INTERIOR STORM BAR SPAN SCHEDULE (G) - MULTIPLE SPAN CONDITION PANS) POSETIVE N (la) SLAT s 1 MW SPACING ON.) STORM BAR TYPE AND MAXIMUM LENGTH ! ® x 2.1/2' ® END R LBO) ® MIN. SEP. F#011 ON v 1' x 3' `� END REACTION ORS) U MIN. SEP. I#11011 GUNS ON.) X 11 2'x HEAVY 11 END REAa1ON (LIS.) 11 MIN. SEP. F GLASS ON.) I' x 6' O9 MIN. SEP. RION GUM (111.1 1 2' x 8' 10 END g MIN. SEP. FROM GOSS m 30.0 36 105 492 • 2 -1/2" 127 596 2 -7/8" 152 714 3" 192 899 3" 231 1084 3" 48 r 60 92 574 2 -1/8" 111 695 2 -1/2" 142 886 3" 179 1116 3" 2 -3/4" 215 202 1345 1575 3" 83 647 2'• 100 783 2 -1/4" 134 1048 3" 163 1271 2 - 7/8" 72 76 714 1 -7/8" 92 863 2" 128 1201 3" 149 1393 2 -1/2" 185 1733 2 -5/8" 84 71 775 1 -3/4" 86 937 1 -7/8" 123 1341 3" 138 1504 2 -1/4" 172 1879 2 -1/2" 96 67 831 1 -5/8" BO 1006 1 -3/4" 115 1434 2 -3/4" 129 1608 2 -1/8" 161 2015 2 -1/4" 107 63 881 1 -1/2" 76 1065 1 -3/4" 109 1514 2 -1/2 122 1698 2" 153 2133 2 -1/8" 40,0 36 92 574 2 -1/8" 111 695 2-1/2 142 886 3" 179 1116 3" 215 1345 3" 48 80 670 1-7/8" 97 811 2 -1 /8" 132 1100 3" 158 1313 2 -5/8" 196 1629 2 -7/8" 60 72 755 1 -3/4" 88 913 1 -7/8" 125 1300 3" 141 1468 • 2 -1/4" 176 1832 2015 2 -1/2" 72 67 831 1 -5/8" 80 1006 1 -3/4" 115 1434 2 -3/4" 129 1608 2 -1/8" 161 2 -1/4" 84 62 902 1 -1/2" 75 1091 1 -5/8" 106 1549 2 -1/2" 119 1737 1 -7/8" 150 2184 2 -1/8" 96 58 968 1-1/2" 70 1171 1 -5 /8" 99 1656 2 -1/4" 111 1857 1 -7/8" 140 2335 2" 100 57 72 989 755 1 -1/2" 1 -3/4" 69 B8 1196 913 1 -1/2" 1 -7/8" 97 125 1690 1300 2 -1/4" 3" 109 141 1895 1468 1 -3/4" 2 -1/4" 137 1ir 2383 1832 1 -7/8" 2 -1/2" 50.0 48 69 803 1 -5/8" 83 972 1 -7/8" 118 1389 2 -7/8" 133 1557 2 -1/8" 166 1948 2 -3/8" 65 850 1 -5/8" 79 1028 1 -3/4" 112 1464 2 -5/8" 126 1641 2" 158 2059 2 -1/4" r L— 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 56 1015 _ 1 -1/2" 67 1227 1 -1/2" 95 1732 2 -1/8" 107 1942 1 -3/4" 134 2442 1 -7/8" 52 1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 94 53 1077 1 -1/2" 64 1302 1 -1/2" 90 1832 2 -1/8" 101 2054 1 -5/8" 127 2584 1 -3/4 60.0 48 67 831 1 -5/8" 80 1006 1 -3/4" 115 1434 2 -3/4" 129 1608 2 -1/8" 161 2015 2 -1/4" 54 63 885 1 -1/2" 76 1070 1 -3/4" 108 1521 2 -1/2" 121 1706 2" 152 2144. 2 -1/8" 60 60 936 1 -1/2" 72 1132 1 -5/8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" rTh 55 1030 1 -1/2" 66 1246 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" 78 53 1075 1 -1/2" 64 1299 1 -1/2" 90 1828 2 -1/8" 101 97 2050 1 -5/8" 127 2578 1 -3/4' 84 51 1117 1 -3/8" 62 1351 1 -1/2" 87 1897 2" 2127 1 -5/8" 122 2675 1 -3/4" 85 51 1124 1 -3/8" 61 1359 1 -1/2" 86 1908 2" 97 2140 1 -5/8" 122 2691 1 -3/4'" 72.0 48 62 902 2" 75 1091 1 -5/8" 106 1549 2 -1/2" 119 1737 1 -7/8" 150 2184 2 -1/8" 54 59 960 2" 71 1161 1 -5/8" 100 1643 2 -3/8" 112 1842 1 -7/8" 141 2317 2" 60 56 1015 2" 67 1227 1 -1/2" 95 1 1732 2 -1/8" 107 1942 1 -3/4" 134 2442 1 -7/8" 66 53 106' 2" 1291 1 -1/2" 91 1816 2 -1/8' 102 2037 1 -5/8" 128 2561 1 -3/4" 72 51 1117 1 -3/8" 1351 1 -1/2" 87 1897 2" 97 2127 1 -5/8" 122 2675 1 -3/4" 1 - 5/8" 78 49 1165 1 -3/8" 1409 1 -1/2" 63 1975 1 -7/8" 9 2214 1 -1/2" 118 2785 81 48 1189 1 -3/8" 1437 1 -1/2" 82 2012 1 -7/8" ° 92 2256 1 -1/2" 115 2838 1 -5/8" 80.0 48 58 968 1 -1/2" 70 1171 1 -5/8" 99 . 1656 2-1/4." 111 1857 1 -7/8" 140 2335 2" 54 55 1030 1 -1/2" 66 1246 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" 60 52 1089 1 -1/2" 63 1317 1 -1/2" 89 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 66 50 1145 1 -3/8" 60 1384 1 -1/2" 85 1942 1 -7/8" 95 2177 1 -1/2" 119 2738 1 -5/8" 4.8 1198 1 -3/8" 58 144.9 1 -1/2•" 81 2028 1 -7/8" 91 2274_1 2367 1 -1/2" 114 2860 1 -5/8" 46 1250 1 -3/8" 56 1511 1 -1/2" 78 2111 1 -3/4" • 87 1 -1/2" 110 2977 1 -1/2" 46 1258 1 -3/8" 55 1521 1 -3/8" 77 2124 1 -3/4" 87 2382 1 -1/2" 1 09 2996 1 -1/2" 90.0 960 1 -1/2" 71 1161 1 -5/8" 100 1643 2 -3/= ' 112 1842 1 -7/8" '41 2317 2" 1.13 1030 1 -1/2" 66 1246 1 -1/2" 94 1756 2 -1/8" 105 1970 1 -3/4" 132 2477 1 -7/8" _ 1096 1 -1/2" 63 1325 1 -1/2" 88 1863 2" 99 2089 1 -5/8" 125 2627 1 -3/4" 6- YP .t 1159 1 -3/8" 60 1401 1 -1/2" 84 1964 1 -7/8" 94 2202 1 -1/2" 118 2769 1 -5/8" _ 66 1218 1 -3/8" 57 1473 1 -1/2" 80 2060 1 -7/8" 90 2310 1 -1/2" 113 2904 1 -5/8" 72 1275 1 -3/8" 55 1541 1 -3/8" 76 2151 1 -3/4" 86 2412 1 -1/2" 108 3034 1 -1/2" 75 1302 1 -3/8" 54 1575 1-3/8" 75 2196 1 -3/4" 84 2462 1 -1/2" 1)6 3096 1 -1/2" ,00,0 36 60 936 1 -1/2" 72 1132 8" 103 1603 2 -3/8" 115 1798 1 -7/8" 145 2261 2" 42 56 1015 1 -1/2" 67 122' 2" 95 1732 2 -1/8" 107 1942 1 -3/4" 134 2442 1 -7/8" 52 1089 1 -1/2" 63 131 ._2" 1851 2" 100 2076 1 -5/8" 125 2611 1 -3/4" 49 1159 1 -3/8" 60 1401 1 -1/2" 1964. 1 -7/6" 94. 2202 1 -1/2" 118 2769 1 -5/8" •oi 47 1224 1 -3/8" 57 1481 1 -1/2" 2070 1 -7/8" 89 2321 1 -1/2" 112 2919 1 -5/8" 45 1287 1 -3/8" 54 1556 1 -3/8" 1 2171 1 -3/4" 85 2434 1 -1/2" 107 3061 1 -1/2" 43 1337 1 -1/4" 52 1617 1 -3/8" 73 2252 1 -5/8" 82 2525 1 -1/2" 103 3175 1 -1/2" 110.0 36 ' 57 984 1 -1/2" 69 1190 1 -5/8" 98 1682 2 -1/4" ` 110 1886 k1-3/4." 138 2371 1 -7/8" 1 -3/4" 42 53 1067 1 -1/2" 64 1291 1 -1/2" 91 1816 2 -1/8" 102 2037 1 -5/8" 128 2561 48 50 1145 1 -3/8" 60 - 1384 1 -1/2" 85 1942 1 -7/8" 95 2177 1 -1/2" 119 2738 1 -5/8" 54 47 1218 1 -3/8" 57 _ 1473 1 -1/2" 80 2060 1 -7/8" 90 2310 2434 1 -1/2" 1 -1/2" 113 1 1011 — ^ 2904 3061 1 -5/8" 60 45 1287 1 -3/8" 54. 1556 1 -3/8" 76 2171 1 -3/1." 85 1 -1/2" 66 43 1353 52 1636 1 -3/8" 72 2277 1 -5/8'" 81 2553 1 -1/2" 102 3211 1 -1/2" 68 42 1374 51 1662 1 -3/8" 71 2311 1 -5/8" 80 2592 1 -1/2" 100 3259 1 -1/2 30 60 ' 936 72 1132 1 -5/8" 103 1603 _ 2 -3/8" 115 1798 11 1970 -7/8 " 1 -3/4" 145 132 2261 2477 2" 36 55 1030 " 1246 1 -1/2" 94 1756 2 -1/8" 105 1 -7/8" 42 51 1117 1-3/8" 1351 1 -1/2" 87 1897 2" 97 2127 1 -5/8" 122 2675 1 -3/4" 120.0 46 48 1198 1-3/8" 1449 1 -1/2" 81 2028 1 -7/8" 91 2274 1 -1/2" 114 2860 1 -5/8" 54 45 1275 1 -3/8" 1 -1/4" 1541 1 -3/8" 76 2151 1 -3/4" 86 2412 1 -1/2" 108 3034 1 -1/2" 60 43 1347 1629 _ 1 -3/8" 73 2268 1 -5/8" 1 -5/8" 81 80 2543 2585 1 -1/2" 1 -1/2" _ 102 101 3198 1 -1/2" 1-1/2 _ 62 42 1371 _ 1 -1/4" 1657 1 -3/8" 71 2305 3250 02/20/02 16:42 SLAT SPAN NOTE: ( ! 3 1 T SLAT SPAN SLAT SPAN f. DOUBLE SPAN LAYOUT .1. rt., 1.w 4 SLAT S LAT SPAN c. S PAN MULTIPLE SPAN LAYOUT INTERPOLATE FOR STORM BAR SPANS S REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. ?' j!1'::g with iht s oduct Contru1 n:1'W pn 1'68 �J 21 - 4 cr ({aar. 06/21/01j facia. Ko1 Joffe e b AS 0..1gn Dy , -c hocked br V VJK 0 6 Q . L isheet 8 of 12 NEGATIVE ( ) B AR SLAT SPAN M SP (IN.) G MULLION TYPE AND MAXIMUM LENGTH (INCHES) Q11.1 ' HEAVY 11 END REACT/ON (III)& 1' x r HEAVY && 11 END N 12 1 4x6' 12 END REM ON 120.0 48 107 613 123 704 167 958 60 100 699 115 803 157 1093 72 95 780 109 897 _ 148 1220 84 90 857 104 985 142 1341 96 87 931 100 1070 136 1456 _ 108 84 1002 96 1152 131 1567 121 81 1076 93 1237 126 1683 130.0 36 106 630 121 724 165 985 48 97 742 112 853 152 1161 60 91 847 105 973 142 1324 1478 12 86 945 99 1086 135 84 82 1038 95 1194 129 1624 96 79 1128 91 1297 123 1764 113 75 1249 86 1436 117 1953 50.0 48 90 861 104 990 141 1347 1580 87 9 100 1061 136 1443 1825 85 982 1313 1129 132 1537 66 82 1040 1452 1196 128 1627 2270 80 1097 J N 1260 125 1715 2477 78 1151 1711 1324 122 1801 705 71 1384 1913 1591 111 2165 60.0 48 85 972 1058 1118 133 1521 54 82 1042 1222 1198 128 1630 60 80 1109 1375 1275 124 1735 66 77 1175 1520 1350 121 1837 72 75 1238 1658 1423 118 1937 78 73 1300 84 1495 115 2034 96 69 1478 79 1699 108 2312 72.0 1.8 J 16 1098 92 1262 125 1718 54 24 1177 89 1353 121 1840 _ 30 1253 86 _ 1440 117 1959 2075 66 �l w 1327 84 1525 114 104 2482 1398 81 1607 111 2187 ,8 2708 1468 79 1688 _ 108 2297 81 68 1503 79 1727 107 2350 93 48 77 1178 89 _ 1354 121 1843 54 75 1262 86 1451 117 1974 114 72 1344 83 1545 113 2102 107 70 1423 81 1636 ( 110 2226 102 68 1500 79 1724 107 2346 98 67 1575 77 1811 101. 2464 94 65 1636 75 1881 102 2559 90.0 36 81 1081 93 1243 126 1691 42 77 1180 89 1356 121 1845 48 74 1 1274 85 1465 116 1993 54 72 1365 82 1570 112 2136 60 69 1454 80 1671 109 2274 66 68 1539 78 1769 106 2408 78 64 1704 74 1959 100 2665 100.0 36 78 1160 89 133122 1455 85 1814 42 74 1266 86 116 1979 48 72 1367 82 1571 112 2138 54 69 1465 80 1684 108 2291 60 67 1559 77 1793 105 2439 66 • 65 1651 75 1898 102 2583 74 63 1770 72 2035 99 2768 2009 36 75 1236 87 1421 118 1933 42 72 1349 83 1550 113 2109 48 69 1457 80 1674 109 2278 110.0 54 67 1561 77 1794 105 2441 60 65 1662 75 1910 102 2599 30 66 63 1760 73 2023 99 2752 70 62 1823 71 2096 97 2852 A •S .F•) SLAT SPAN now SPAC G (IN. MULLION TYPE AND MAXIMUM LENGTH (INCHES) 2' x 3' HEAVY � � 18 J ,�� l HEAVY �°J A i� 0 EI N 12 4' x 6• 1J END 120.0 77 _ 1185 88 1362 120 1853 73 1310 84 1506 115 2049 r N 70 1429 81 1643 110 2235 67 1544 78 1774 105 2414 65 1654 75 1901 102 2587 _ 60 63 1761 73 2024 99 2754 66 61 1865 71 2143 96 2917 130.0 24 80 1110 91 — 1276 124 1737 30 75 1250 86 1437 117 1955 71 1382 82 1588 111 2161 68 1508 78 1733 107 2358 66 _ 1628 _ 75 1872 103 2547 63 1745 73 2006 99 2729 61 61 1876 70 2156 96 2934 140.0 18 83 1010 96 1162 130 1580 24 1167 89 1341 121 1825 30 1313 84 1509 114 2054 r 36 1452 80 1669 109 2270 42 1584 77 1821 104 2477 48 1711 74 1967 100 2676 _ 58 1913 70 2198 95 2991 150.0 _ 18 81 1058 94 1216 127 1655 24 76 1222 87 1404 119 1911 30 71 1375 _ 82 1580 112 2150 — 36 68 1520 78 1747 106 2377 42 65 1658 75 1906 102 2594 48 63 1791 72 r 2059 98 2802 56 60 1961 69 2254 94 3068 160.0 16 80 1105 92 1270 125 1728 24 74 1275 85 1466 116 1995 30 10 1435 80 1650 109 2245 36 67 1587 _ 76 1824 104 2482 42 64 1731 73 1990 100 2708 48 61 1870 70 2150 96 2925 _ 53 60 1982 68 2278 93 3100 170.0 18 78 1150 90 1322 122 1799 24 73 1328 84 1526 114 2077 30 69 1494 79 1718 107 2337 36 65 1652 75 1899 102 2584 42 62 1803 72 2072 98 2820 48 60 1947 69 2238 94 3046 ,I 50 59 1994 68 2292 93 3119 180.0 18 77 1195 88 1373 120 1869 18 77 1195 88 1373 120 1869 _ 18 77 1195 88 1373 120 1869 _ 24 71 1379 82 1586 112 2158 30 67 1553 77 1785 105 2428 _ 36 64 1716 74 1973 100 2685 47 59 1998 68 2297 93 3125 200.0 18 74 1282 85 1473 116 2005 18 74 1282 85 1473 116 2005 18 74 1282 85 1473 116 2005 24 69 1480 79 1701 108 2315 30 65 1665 75 1914 102 2605 36 62 1841 71 2116 97 2880 42 59 2009 68 2309 92 3142 18 72 1366 82 1570 112 2136 18 72 1366 82 1570 112 2136 18 72 1366 82 1570 112 2136 220.0 24 67 1577 77 1813 104 2466 30 63 1775 72 2040 98 2776 36 60 1962 69 2255 94 3069 38 59 _ 2023 _ 68 2325 92 3163 — i .l.. w. .t SEE DETAILS E /2, F /2. H /2 SLAT SLAT & J/2 ITYP.) SPAN SPAN 'I 02/20/02 16:42 SLAT SPAN V M. 2 "OR L/180 +1" WITH SITE SPECIFIC ENGINEERING —SEE DETAIL G/2 MUWON LAYOUTS SEE DETAILS E /2, F /2, H/2 & J/2 (TYP.) NOTE: INTERPOLATE FOR MULLION SPANS & REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. SEE DETAILS K /2, L/2 M/2 & N/2 ITYP.) - ®81(1 MUWON CONNECTION s }� it1 I tall CP I"`I T - T � T SPA SPA SPA ' SPA SPA11 1/4 ". THRU BOLT WITH LOCK NUT ITYP.) t STORM BAR (TYP.) - -- ---- . — •- -- - - - - -\ /tc;1a`rr; 'ci complying, Nitb the I: .:. O m O r i••u1:i L`: dr t Corttlol Dihis;.1n R EXISTING GLAZING 2 "OR L/180 + 1" WITH SITE SPECIFIC ENGINEERING SEE DETAIL G/2 1 � 0 LJ L O D �X 4 22 4f Or O a 0 0 0 1 V.J. IWE nSid 1 11. Limes Plc 0 2004 s F �(� "CE,.s 1:0 ; ; gi 5 • •i vzxli 16 ;:::vs kl jl . L.d ..... .. i r :is c ata t.:(71 0 0 6 ,. / . 2 n 1/ 64c 01 (sheet 9 of 121 KNEZEVICH HEADER LENGTH OR SHUTTER WIDTH SCHEDULE d) DESIGN DESIGN Of) SLAT IIMUM 51AT SPAN (INS HEADER TYPE MD MAXIMUM LENGTH ONCHES) 5 2' x 3 STANDARD ' 11 r x 3 •HEAVY 7 2'x5' O 9 2 x G 6" 0 2' x 8' 4`� 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 1 120 180 240 48 60 STORM 72 MR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM ' 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN. 120 180 240 4 8 171 153 141 131 122 110 79 . 69 250 A 225 207 192 180 ` 162 135 118 247 73 204 189 177 158 ' 131 113 281 253 232 216 202 182 149 150 130 31.4 310 285 265 249 224 185 161 60 173 155 t41 131 108 97 79 69 250 225 207 192 180 164 119 104 247 223 204 189 179 160 115 100 281 253 232 216 202 112 115 344 310 285 265 249 224 165 163 30.0 72 173 15 5 125 116 116 108 97 79 - 250 225 209 194 182 164 120 104 247 2232O6 - 191 179 141 115 100 281 253 232 218 205 184 133 115 344 310 285 265 249 224 187 163 84 153 137 125 108 97 - - 253 228 209 194 162 146 120 104 250 225 206 191 169 169158 164 158 141 115 100 281 253 234 218 205 163 133 115 344 310 285 265 251 226 166 145 96 153 137 125 116 108 97 - _ ' - 253 228 186 173 162 146 120 104 250 225 1B3 183169 158 141 115 100 284 256 234 218 182 163 133 115 344 310 313 288 268 251 226 166 145 108 153 137 125 116 108 - - - 253 203 186 173 162 146 120 - 250 200 1S8 141 115 - 284 256 209 194 182 163 133 115 344 288 268 251 202 166 145 121 153 137 125 - - 106 ' - 95 - 77 - 59 225 219 203 197 186 180 173 168 162 157 146 141 - 116 - 102 223 216 200 194 183 17 153 141 137 - 112 - 98 284 245 228 221 209 202 194 188 182 176 163 158 133 129 - 111 348 301 313 271 288 249 237 231 224 217 202 196 166 161 145 140 40.0 36 148 117 48 148 134 122 113 106 84 69 59 219 197 180 168 157 143 118 91 91 216 194 177 164 153 138 ' 113 87 245 221 202 188 176 158 130 113 301 271 249 231 217 196 161 142 _ 60 150 134 106 100 94 84 69 - 219 197 180 169 159 143 104 216 194 179 165 155 138 100 87 245 221 202 188 178 159 , 115 100 301 271 249 231 217 196 163 142 72 133 119 108 100 94 84 - - 219 199 182 169 141 127 10� 4 91 218 218 196 179 165 146 137 122 100 87 245 221 205 190 178 141 115 100 301 271 249 231 217 198 163 125 84 133 119 108 100 94 - - - 221 199 162 151 141 127 104 91.-.4 196 158 137 122 100 87 248 223 205 190 158 141 115 100 301 271 251 234 220 198 145 125 96 133 119 108 100 - - - - 221 177 162 151 141 127 104 " - 218 173 158 146 137 122 100 - 248 223 1B2 168 158 141 115 100 301 274 251 234 220 176 145 125 113 133 119 - - - - - 197 177 162 151 141 127 - - 194 173 158 146 137 122 - - 221 198 182 168 158 141 115 - 304 274 222 208 196 176 145 125 48 134 120 r 110 101 84 75 61 53 197 177 162 151 143 128 96 82 194 173 158 146 138 124 89 77 221 198 182 168 158 143 116 89 271 244 224 208 196 176 145 127 50.0 54 134 120 97 90 84 75 61 - 197 177 162 152 143 128 94 82 194 173 160 148 138 124 89 77 221 198 182 16 8 159 143 103 89 271 244 224 208 196 176 146 127 60 134 106 97 90 84 75 61 - 197 1 179 164 152 143 114 94 82 194 175 160 148 138 110 89 77 221 198 182 170 159 143 103 89 271 244 224 208 196 178 146 112 66 119 106 97 90 84 75 - - 199 179 164 152 127 114 94 82 , 196 175 160 131 122 110 89 77 221 198 184 170 159 126 ' 103 89 271 244 224 208 198 _ 178 129 112 72 119 106 97 90 84 75 - - 199 179 164 135 127 114 94 82 196 175 141 131 122 110 89 77 221 201 184 170 141 126 103 89 271 244 224 210 198 178 129 112 78 119 106 97 90 84 - - - 199 179 146 135 127 114 94 82 , 196 -- 155 141 131 122 110 89 - 223 201 184 151 141 126 103 89 271 244 226 210 198 178 129 112 _ 105 119 106 - - - - - - 177 159 146 135 127 114 - - 173 155 141 131 122 ' 110 113 - 82 - 71 198 202 178 182 163 166 151 154" 141 145 126 130 - 94 - 81 274 21.9 247 224 202 206 187 191 176 179 158 161 129 134 112 116 60.0 48 122 110 88 82 77 69 56 48 180 162 149 " 140 131 118 86 75 177 ' 158 144 135 126 , 54 122 97 88 82 77 69 56 - 180 162 150 140 131 104 86 75 177 160 146 135 126 100 82 71 202 182 166 156 145 130 94 81 249 224 206 191 179 163 134 102 60 108 97 88 82 77 69 - - 180 164 150 140 116 104 86 75 179 160 146 119 112 100 82 71 202 182 184 168 156 145 115 94 81 249 224 206 191 181 163 118 102 66 108 97 88 82 77 69 - - 182 164 150 124 116 104 86 75 179 160 129 119 112 100 82 71 202 168 156 129 115 94 81 249 224 206 193 181 163 118 102 _ 72 108 97 88 82 77 - - - 182 164 134 124 116 104 86 75 179 141 129 119 112 100 82 - 205 184 168 138 129 115 94 81 249 224 208 208 193 193 181 163 118 102 78 108 97 88 82 - - - - 182 146 134 124 116 ' 104 86 - 179 141 129 119 112 100 82 - 205 184 149 138 129 115 94 81 249 226 181 145 118 102 96 108 97 - - - - 162 146 134 124 116 104 - - 158 141 129 119 112 100 - - 182 163 149 138 129 115 - - 251 226 185 172 161 145 118 102 72.0 48 112 88 81 75 70 63 51 165 149 138 128 120 96 79 68 161 144 133 123 ' 115 91 75 65 186 166 152 142 133 119 86 74 228 206 189 175 164 148 122 93 54 99 88 81 75 70 63 - - 165 150 138 128 107 96 79 68 163 146 133 123 102 91 75 65 186 166 153 142 133 105 86 74 228 206 189 175 164 149 108 93 60 ' 99 88 81 75 70 63 - - 167 150 138 114 107 96 79 k 68 163 146 118 109 102 91 75 65 186 168 153 142 117 105 86 74 228 206 189 117 166 149 108 93 66 99 88 81 75 70 - - - 167 150 122 114 107 96 79 68 163 129 118 109 102 91 9175 75 - 188 168 153 126 117 105 86 74 228 206 191 177 166 149 108 93 72 99 88 81 75 - - - - 167 134 122 114 107 96 79 - 163 129 118 109 102 - 188 168 136 126 117 105 86 74 228 208 191 177 166 132 108 93 78 99 88 81 - - - - - 149 134 122 114 107 96 79 - _144 129 118 109 102 91 - - 188 149 136 126 117 105 86 - 231 208 191 177 148 132 108 93 81 99 88 - - - - - - 149 134 122 114 107 96 - - 144 129 118 109 102 91 - - 188 149 136 126 117 105 86 - 231 208 191 158 148 132 108 93 80.0 48 106 84 77 71 66 59 48 - 157 143 131 122 114 91 75 65 153 138 126 117 ` 109 87 71 61 176 158 145 135 126 113 81 70 217 196 179 167 156 142 116 89 54 94 84 77 71 66 59 - - 159 143 131 107 101 91 75 65 155 138 126 103 97 87 71 61 176 159 145 135 126 100 81 70 217 196 179 167 158 142 102 89 60 94 84 77 71 66 - - - 159 143 116 108 101 91 75 65 - 155 138 112 1103 103 97 87 71 61 178 159 145 119 111 100 81 70 217 196 181 168 158 142 102 89 66 94 84 77 71 66 - - - 159 127 116 108 101 91 75 - 155 122 97 87 71 - 178 159 129 119 111 100 81 70 217 198 181 i 168 158 125 102 89 72 94 84 77 - - - - - 141 127 116 108 101 91 75 - 137 122 112 103 97 87 - - 178 141 129 119 111 100 B1 - 217 198 181 168 140 125 102 89 78 94 84 - - - - - - 141 127 116 108 101 , 91 - - 137 122 112 103 97 87 - - 178 141 129 119 111 100 81 - 220 198 181 150 11•0 125 102 89 83 94 84 - - - - - - 141 127 116 108 101 91 - - 137 122 112 103 97 87 - - 158 141 129 119 111 100 - - 220 198 161 150 140 125 102 89 10.0 36 100 ' 89 82 67 63 56 46 40 149 134 122 114 108 97 71 61 144 118 109 103 ' 92 67 58 166 149 136 12 117 119 106 106 87 66 206 185 170 i 158 148 132 109 94 42 100 89 72 67 63 56 46 - 149 134 124 115 108 97 71 61 144 129 131 119 119 110 103 82 67 58 166 149 136 127 77 66 206 185 170 158 148 132 109 84 88 79 72 67 63 56 - - 149 135 , 124 115 96 86 71 61 144 110 91 82 67 58 166 149 137 127 119 94 77 66 206 185 170 158 148 134 109 84 88 • 79 72 67 63 56 - - 150 135 124 102 96 86 71 61 146 131 105 98 91 82 67 58 166 150 137 127 105 94 77 66 206 185 170 159 149 134 96 84 of �o 1 .1 88 79 72 67 63 - - - 150 150 119 110 102 96 86 71 71_ 61 146 115 115 105 98 91 82 67 - 168 150 137 112 105 94 77 77 66 206 185 171 159 149 118 96 84 88 79 72 67 - - - — 120 110 102 96 86 - _ 129 ' 105 98 91 82 67 - 168 150 121 112 105 94 66 ' 206 187 171 159 149 118 96 84 88 79 - - - - - - 134 120 110 102 96 86 - - 129 115 105 98 91 82 - - 149 133 121 112 105 94 - - 208 187 152 141 ' 132 118 96 84 00.0 95 85 77 63 59 53 43 38 141 127 116 108 102 92 67 8T 137 ' 122 112 " 105 98 88 , 63 55 156 141 129 119 111 101 82 63 196 176 161 150 140 125 103 90 95 75 69 63 59 53 43 - 141 127 118 109 102 82 67 58 137 138 138 124 26 113 105 98 77 63 55 158 141 129 120 113 101 73 63 196 176 161 150 140 127 103 79 84 75 69 63 59 53 - - 143 128 118 109 91 82 67 58 5 8 113 93 87 77 63 55 158 143 130 120 113 89 73 63 196 176 161 150 142 127 92 79 84 75 ' 69 63 59 - - - 143 128 104 97 91 82 67 124 100 93 87 77 63 55 159 143 130 107 100 89 73 63 196 176 163 151 142 127 92 79 84 75 q 69 63 - - - - 143 - 114 1 104 97 91 82 67 - 138 110 100 93 87 77 63 - 159 143 115 107 100 89 73 63 196 178 163 151 142 112 92 79 8475 69 - - - - - 127 ' 114 104 97 91 82 67 - 122 110 100 93 87 77 - - 159 126 115 107 100 89 73 - 198 178 163 ' 151 125 112 92 79 84 75 - - - - - - 127 114 1 104 97 91 82 - - ' 122 110 100 93 87 77 - - 141 126 134 115 123 107 i 114 100 107 89 96 - 69 - 60 198 187 178 168 145 154 _134 143 125 134 112 119 92 99 79 85 110.0 36 90 81 65 60 57 51 41 , - 135 , 121 _ 111 104 98 88 64 55 131 117 108 100 93 83 60 52 150 ' 42 90 72 65 60 57 51 - - 135 123 _ 112 104 98 78 64 55 131 118 108 100 83 74 60 52 150 134 124 12 -5 115 107 96 69 60 _ 187 168 154 143 134 121 99 76 48 80 72 65 60 57 51 - - 136 123 112 93 87 78 78 64 64 55 132 118 95 88 83 74 60 52 150 _ 136 95 85 69 60 187 168 154 144 135 121 87 76 54 80 12 65 60 ' 57 ' - - - 136 123 100 93 87 55 132 , 104 95 88 83 74 • 60 - 152 136 124 102 95 85 69 60 187 168 156 144 135 107 87 76 76 60 80 72 65 60 _ - - - - 136 109 100 93 87 78 64 - 117 104 95 88 83 74 60 - 152 136 110 102 95 85 69 60 187 170 156 144 119 107 87 66 80 72 - - - - - - 121 109 100 93 87 78 - - 117 104 95 _ 88 83 74 - - 152 120 110 102 95 85 69 - 189 170 156 _ 128 119 107 87 76 70 80 72 - - - - - - 121 109 100 93 87 78 - - 117 104 ' 95 88 83 74 - - 134 120 110 102 95 85 - - 189 170 138 128 _ 119 107 87 76 Ks INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS P. ANCHORS. SEE SCHEDULE E. 02/20/02 16:42 f ' ; :' t :'• '! 7J ids! with P.5 :1i 5}aJ uc! : enrol Diviciou 1...��• fl w Q� I � aG � a .J W.¢Q 5 -J I li li I '''' X ."' i °:i < . % iniMMWOMEND r i� . � :. — • I wt. 0 O N a 06/21/011 j •cat• dra..n oy AS NO7[ MC d.a:gn by llch.ck.d Oyl VJK I VAC dravmq no L 02 -601 I fheet10of12 INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS & ANCHORS, SEE SCHEDULE E 02/20/02 16:42 Ap; w.v.: as complying wii6 the 1k1iL151! r:aec • IIL'c1 Cowry/ el s' t S R eta ka IA* I I f g • +�i ii� 1 1 �I � J L_ , 1 [cat* 06/21/01 ` •cx � y l Af NOT[O Jar•wn o f MC aaayn or �acwae e if .1 VJKJ Graving no. 02 -601 (sheet 11 of 121 HEADER LENGTH OR SHUTTER WIDTH SCHEDULE 0 ) (INCHES) DESIG 4 D � (P.S.F.) R SPA RAT � SP p MI 1 .) HEADER TYPE AND MAXIMUM LENGTH r— 5 2' x 3' STANDARD J � � 11 2' x 3 HEAVY O ® 2 x S � � ^9 2 x 6 V • 10 2' x 8' �� 42 60 STORM 72 BAR 1 84 HEIGHT (IN.) 96 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 ' 50 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 48 60 STORM 72 BAR 84 HEIGHT 9 ON.) t0 180 240 48 60 STORM 72 BAR 84 HEIGHT 96 (IN.) 120 180 240 120.0 30 8' -" 54 40 ' 34 129 116 107 99 9) 84 " 69 5) _ 125 112 112 152 94 89 80 58 0 14 12' 117 1e 1' 1 7 1 • 161 14 : 137 12. 114 82 36 87 77 6, 54 40 - 129 116 108 100 94 84 61 53 ¶ 125 103 96 89 71 58 50 144 129 117 109 103 92 66 1 J 179 161 148 137 128 111. 94 82 42 77 69 63 - - 129 118 108 100 83 75 61 53 125 113 103 96 79 71 58 50 144 129 119 110 103 81 66 179 161 148 137 128 116 84 72 77 69 63 1 48 - - 131 118 96 89 83 75 61 53 126 113 91 84 79 71 58 50 145 130 119 110 91 81 66 179 161 148 138 129 116 84 72 � 48 54 77 69 63 58 - - - 131 104 96 89 83 75 61 - 126 100 91 84 79 ' 71 58 - 145 130 105 97 91 81 66 58 179 163 149 138 129 102 84 72 72 72 78 60 77 69 63 - - - - - 116 104 96 89 83 75 61 - 112 100 91 84 79 71 - - _ 145 115 105 97 91 81 66 181 163 149 138 114 102 84 66 77 69 - - - - - - 116 104 96 89 83 , 75 80 - 66 - 58 112 120 100 107 91 98 84 91 79 85 71 76 - 63 - 54 129 138 115 124 105 111.104 97 91 '- 98 81 87 66 72 - 63 181 173 163 155 149 142 122 131 114 123 102 110 84 90 130.0 24 74 74 68 63 59 53, 38 33 125 112 102 95 89 30 68 56 52 47 38 33 125 112 102 95 89 81 59 51 51 120 107 98 91 86 77 55 1.8 138 121. 113 104 98 88 72 55 173 155 142 131 123 110 91 79 36 co 66 60 56 52 47 38 - 125 112 104 96 90 72 59 120 107 99 92 81 86 68 55 48 138 124 113 106 99 88 64 f 55 173 155 142 131 123 110 91 70 66 • 60 56 52 47 - - 126 113 104 96 80 72 59 51 121 109 99 76 68 55 55 48 48 138 160 125 125 114 114 106 93 99 78 64 SS 173 155 142 131 124 111 80 70 _62 48 66 60 56 52 - - - 126 113 92 85 80 72 59 51 121 109 88 81 76 68 87 78 64 55 173 155 144 133 124 111 80 70 54 74 66 60 56 - - - - 126 100 92 85 80 72 59 - 107 96 88 81 76 68 55 - 140 125 101 93 87 78 64 55 173 157 144 133 124 98 80 70 61 74 66 - 65 - 60 - 6 - 51 - 41 - 32 112 120 100 108 92 99 85 92 80 86 72 77 - 63 - 55 55 107 116 96 10 88 94 81 87 76 82 68 73 - 60 - 52 140 133 1 1 1 119 10' 109 93 101 87 94 78 84 64 6 - 9 ---- 60 174 16 157 150 144 1 7 118 127 110 118 98 106 80 86 70 75 75 140.0 18 19 ' 1 24 79 72 65 61 57 51 37 32 120 108 99 92 86 77 64 116 103 91. 87 82 73 60 46 133 119 109 101 94 70 60 167 150 137 127 118 106 86 _ 30 80 72 65 54 50 45 37 32 120 108 99 92 87 78 57 49 116 103 94 88 83 74 53 46 133 119 109 101 94 70 53 167 150 137 127 118 106 87 76 36 ' 80 63 58 54 50 45 37 - 120 108 100 93 87 69 57 49 116 105 96 88 83 65 53 46 133 119 109 102 95 62 53 167 150 137 127 118 107 87 67 42 71 63 58 54 50 45 - - 122 109 100 82 77 699 57 49 117 105 96 78 73 65 53 46 133 120 110 102 95 62 53 167 15D 137 127 120 107 77 67 48 71 63 58 54 50 - - - 122 109 89 82 77 69 57 49 117 93 84 78 73 65 53 - 135 120 110 90 84 75 62 53 167 150 138 128 120 95 77 67 _ 58 71 63 - - - - - - 108 97 89 82 77 69 - - 103 , 93 84 78 73 65 - � - 135 107 97 90 84 75 62 - 168 151 138 113 106 95 77 67 0.0 77 69 63 58 54 49 40 31 116 104 96 89 83 75 61 54 t 112 100 91 84 79 71 58 51 129 115 105 47 91 81 66 58 161 145 132 122 114 102 84 72 72 77 69 63 59 55 43 35 31 116 104 96 89 83 75 62 47 112 100 91 84 79 71 58 45 129 115 105 97 91 81 67 58 161 145 132 122 114 102 84 77 69 63 52 48 43 35 31 116 104 96 90 84 76 55 47 112 , 100 91 85 80 71 52 45 129 115 105 97 91 82 59 51 161 145 132 122 114 102 84 73 i m 77 61 56 52 48 43 - - 116 106 97 90 84 67 55 47 112 101 92 85 71 63 52 45 129 115 106 98 92 82 59 51 161 145 132 122 114 103 84 65 69 61 56 52 48 43 - - 118 106 97 80 75 67 55 47 113 101 82 76 71 63 52 45 129 116 106 98 81 73 59 51 161 145 132 124 116 103 75 65 65 69 61 56 52 48 - - - 118 94 86 80 75 67 55 - 113 89 82 76 71 63 52 - 130 116 94 87 81 73 59 51 161 145 134 124 116 92 75 69 61 - - - - - - 104 94 86 80 75 67 - - 100 89 82 76 ' 71 63 - - 130 103 94 87 81 73 59 - 163 146 134 109 102 92 75 65 160.0 18 74 66 61 56 53 47 39 30 113 101 93 86 81 72 59 52 108 97 88 82 77 68 56 49 125 111 102 94 88 79 64 56 156 140 128 118 111 99 81 70 24 74 67 61 57 53 42 34 30 113 101 93 86 81 72 60 46 108 97 88 82 77 69 57 43 125 111 102 94 88 79 65 56 156 140 128 118 111 99 81 71 30 75 67 54 50 47 42 34 - 113 101 93 87 82 73 53 46 108 97 89 83 77 69 50 43 125 111 102 94 89 80 58 50 156 140 128 118 111 99 82 71 36 66 59 54 SO 47 42 - - 113 102 94 87 82 65 53 46 108 98 89 83 68 61 50 43 125 111 103 95 89 70 58 50 156 140 128 118 111 100 82 63 42 66 59 54 1 50 47 - - - 114 102 83 77 72 65 53 • 46 109 98 79 73 68 61 50 43 126 113 103 95 79 70 58 50 156 140 128 120 112 100 72 63 48 66 59 54 50 - - - - 114 91 83 77 72 65 53 - 109 87 79 73 68 61 50 - 126 113 91 84 79 70 58 SO 156 142 129 120 112 89 72 63 53 66 59 54 - - - - - 101 91 83 77 72 65 - - 97 87 79 73 68 61 - - 126 100 91 84 79 70 58 - 158 142 129 106 99 89 72 63 170.0 18 72 64 59 54 51 46 33 29 110 98 90 84 78 70 57 50 105 94 86 79 7 66 54 47 121 108 99 91 85 76 62 54 152 136 124 115 107 96 78 68 24 73 65 59 55 51 41 33 29 110 98 90 84 78 71 58 45 105 94 86 79 74 67 55 42 121 108 99 91 85 76 63 SS 152 136 124 115 107 96 78 69 30 73 65 53 49 46 41 33 - 110 9B 90 84 79 71 51 45 105 94 87 80 75 59 48 42 121 108 99 91 86 77 56 ' 48 152 136 124 115 107 96 79 69 36 64 58 53 49 46 41 - - 110 99 91 84 70 63 51 45 106 95 87 71 66 59 48 42 121 108 100 92 86 68 56 48 152 136 124 115 109 97 70 61 4 2 64 58 53 49 46 - - - 111 99 81 75 70 63 51 45 106 84 77 71 66 59 48 - 122 109 100 82 76 68 56 48 152 136 125 116 109 97 70 61 48 64 58 53 49 - 50 - - - 111 88 81 75 70 63 51 - 94 84 77 71 66 59 48 - 122 109 88 82 76 68 56 48 152 137 125 116 109 86 j 70 61 50 64 58 63 53 57 -- 53 - 45 - 32 - 28 98 107 88 91 81 88 75 81 70 76 63 68 51 56 - 49 94 102 84 91 77 83 71 77 66 72 59 65 - 53 - 46 4 122 117 ' 97 105 88 96 82 89 76 X 83 68 74 56 61 - 53 152 148 137 132 125 121 116 112 96 104 86 93 70 - 76 61 66 180.0 18 70 18 70 63 57 53 50 45 32 28 107 96 88 81 76 68 56 49 102 91 83 77 72 65 53 46 117 105 96 89 83 74 61 53 148 132 121 112 104 93 76 66 18 70 63 57 53 50 45 32 28 107 96 88 81 76 68 56 49 102 91 83 77 72 65 53 46 117 105 96 89 83 74 61 53 148 132 121 112 104 93 76 66 24 71 63 58 53 44 40 32 28 107 96 88 81 76 69 56 43 102 91 83 77 72 65 47 41 117 105 96 89 83 74 61 47 148 132 121 112 104 ! 93 76 67 1 30 71 63 51 47 44 40 32 - 107 96 89 82 77 69 50 43 102 91 84 78 73 58 47 41 117 105 96 90 84 75 54 47 148 132 121 112 104 93 77 59 36 63 56 51 47 44 40 - - 108 97 89 82 68 61 50 43 103 92 84 69 65 58 47 41 117 106 97 90 84 66 54 47 148 132 121 112 106 94 68 59 47 63 56 51 47 - - - - 108 86 79 73 68 61 50 - 91 82 75 69 65 58 47 - 119 94 86 79 74 66 54 - 148 134 122 113 , 93 84 68 59 63 _ 200.0 18 66 59 54 51 47 l 42 31 27 101 91 83 77 72 65 54 46 97 87 79 73 68 68 61 51 44 111 100 91 84 79 70 58 50 140 125 114 106 99 89 72 18 66 . 59 Si. 51 47 42 31 27 101 91 83 77 72 65 54 46 97 87 79 73 61 51 44 111 100 91 84 79 70 58 50 140 125 114 106 99 89 72 63 18 66 59 54 51 47 42 31 27 101 91 83 77 72 65 54 46 97 87 79 73 68 61 51 44 111 100 91 84 79 70 58 50 140 125 114 106 99 89 72 63 24 67 60 55 51 42 38 31 27 101 91 83 77 , 72 66 47 41 97 87 79 73 69 62 45 39 111 100 91 84 79 71 58 45 140 125 114 106 99 89 72 63 30 67 53 48 45 42 38 31 - 101 91 84 78 73 58 47 4.1 97 88 80 71 74 69 55 45 39 111 100 91 85 80 71 51 45 140 125 114 106 99 90 73 56 36 59 53 48 45 42 38 - - 102 92 84 69 65 58 47 41 98 88 65 61 55 45 39 111 101 92 85 70 63 51 45 140 125 114 107 ' 100 90 65 56 42 59 53 48 45 - - - - 102 82 75 69 65 58 47 - 98 77 71 65 61 55 45 - 113 101 81 75 70 63 51 45 140 127 116 107 100 79 65 56 0a0 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 44 92 83 75 70 65 58 48 42 i 106 95 87 80 _ 75 67 55 1.8 134 119 109 101 , 94 84 69 60 18 63 57 52 48 45 40 29 25 97 87 79 74 69 62 51 44 92 83 75 70 65 65 58 58 r 48 48 42 42 106 106 95 95 87 87 80 75 67 55 48 134 119 109 101 94 84 69 60 _ 18 ' 63 57 52 48 45 40 29 25 97 87 79 74 69 , 62 51 44 92 r 83 75 70 80 75 67 55 48 134 119 109 101 94 _ 84 69 60 64 57 52 43 40 36 29 25 97 87 79 74 70 63 45 39 92 83 75 71 66 59 43 37 106 95 87 80 75 68 55 , 42 134 119 109 - 101 94 84 70 60 64 51 46 43 40 36 - - 97 88 80 75 70 55 45 39 92 83 76 71 50 52 43 37 106 95 88 81 76 68 49 42 134 119 109 _ 101 94 85 70 53 57 51 46 43 1.0 - - - 98 88 71 66 62 55 45 39 93 83 67 62 58 52 43 37 107 96 88 72 67 60 49 42 134 119 109 102 96 85 62 53 57 51 46 , 43 40 - - - 98 88 _ 71 _ 66 62 55 45 39 93 74 67 _ 62 . 58 52 _ 43 - 107 96 88 72 67 60 49 42 134 _ 119 _ 110 102 _ 96 76 62 _ 53 INTERPOLATE FOR HEADER SPANS AND REACTIONS BETWEEN THOSE SHOWN ON THIS SHEET. FOR HEADER REACTION DETERMINATION AND END CONNECTION DETAILS & ANCHORS, SEE SCHEDULE E 02/20/02 16:42 Ap; w.v.: as complying wii6 the 1k1iL151! r:aec • IIL'c1 Cowry/ el s' t S R eta ka IA* I I f g • +�i ii� 1 1 �I � J L_ , 1 [cat* 06/21/01 ` •cx � y l Af NOT[O Jar•wn o f MC aaayn or �acwae e if .1 VJKJ Graving no. 02 -601 (sheet 11 of 121 SIDE RAIL (GUIDE) ANCHOR SCHEDULE SIDE RAIL (GUIDE) ANCHOR SCHEDULE & SPANS FASTENER MAXIMUM SPACING °NOTES) REQUIRED FOR VARIOUS DESIGN LOADS I iii uwnais ONLLSIX3 ANCHOR HEAD BE HEAD, PAN TYPE NOTE: LOAD (W) P.S.F. MAX. (SEE (O 1) MIN. 2 EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TCYSPANS 4' -1" (SEE NOTE 1) UP TO 6' -2" (SEE NOTE 1) SPANS UP TO 8' -11" (SEE NOTE 1) SPANS UP TO 4' -1" (SEE NOTE 1) SPANS UP Ti 6' -2" (SEE NOTE 1) SPANS UP Ts 8' -11" (SEE NOTE 1) STYLE MAY PHILLIPS, FLAT HEX HER" ' HEAD (HEAD 0.425 "O MIN CONNECTION TYPE EE 1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION TYPE (SEE C1 NOTE C2 3) C3 CONNECTION (SEE C1 TYPE NOTE C2 3) C3 CONCRETE I y 1/4 TA "m ITw 8UI #DEx P E 1 - 3/4" MIN. N. EMBEDMENT Q111N. 3,000 P.Si C10MCRETE) 4 8.1 2 12 12 11 12 9 12 6 12 12 12 12 12 12 9 12 8 6 2.0 12 12 11 8 12 J 10 4 12 12 12 10 12 9 9 11 6 72.0 11 12 10 7 12 j 5 10 12 12 8 12 8 6 11 6 92.0 9 12 8 5 10 4 � 1 10 5 12 9 6 11 6 4 11 6 2 3 10 5 //,%, 10 j 10 5 4 11 6 3 11 6 r 11 6 ( �! 1/4 "m ELCO TAPCON WITH 1 -3/4" MIN. EMBEDMENT (MIN. 3,320 P.S.J. GOMC]!ET 48.0 12 12 12 10 12 1C 12 7 12 1212 72 12 12 62.0 12 12 12 8 12 8 5 9 5 12 12 12 10 12 10 11 72.0 11 12 10 7 12 6 5 9 5 12 12 12 9 12 11 f 92.0 8 12 8 5 9 5 4 9 5 10 12 10 7 11 r L�l 4 11 22 0.0 3 9 5 i 7,7 - ,/ 9 5 ,� 9 5 4 11 7 �/! 11 r 11 48.0 12 12 8 12 12 5 10 9 3 12 12 8 12 12 9 3 62.0 12 12 6 11 12 4 7 4 3 12 12 6 12 12 Is 4 3 1/4 ELCO CRETE FLEX WITH 1E MIN. EMBEDMENT (MZN. 3,350 P.S.I. OONCREfE) 72.0 12 12 5 9 8 3 4 3 12 12 5 11 6 3 4 3 92.0 12 12 4 7 4 3 LLLLLL 4 3 12 12 4 9 4 3 4 3 220.0 4 4 3 3 4 3 4 3 5 4 3 3 4 3 4 3 ` ❑ 1/4 "• omit (t ASHLEY ouiCK -SET WITH 1E MIN. EMBBEDMENT NT 3.000 p.m. OONaETE) 46.0 8 12 12 5 1212 3 12 9 8 12 12 5 12 12 12 11 62.0 6 12 12 4 12 10 " 12 7 6 12 12 4 12 12 A d 12 9 72'0 5 12 12 3 12 9 • /,, 12 7 5 12 12 3 12 11 12 92.0 4 12 11 12 12 7 / 7 / 12 12 4 �� 12 12 12 9 j . 12 12 9 9 j or 12 12 77 1 220.0 12 7 7ie> munuinunuuuunn,- 1/4 "0 ITw BUILDEX TAPCON WITH 1 - 1/4 - MIN. EMBEDMENT 48.0 10 12 6 6 12 3 4 6 / 11 12 7 7 12 4 7 3 i �_ ` � 62.0 7 12 4 5 10 3 3 3 8 12 5 5 12 3 72.0 6 12 4 4 5 3 3 7 12 4 4 6 3 3 Im 9 2.0 - 2T07 7 0 - 3 -7 777/73 5 11 3 3 3 3 6 12 3 3 3 Ai I j 3 / 3 3 f 3 1 -1/4" unto lmottu nr m ELCO TAPCON WITH EMBEDMENT .8.0 11 12 8 7 12 5 8 3 12 12 10 9 12 6 10 4 5208 12 6 5 12 4 4/ 11 12 7 7 12 5 5 3 72.0 7 12 5 7 3 H m 4/ 9 12 6 6 9 4 5 3 92.0 5 12 44� /�� m L 4 �/ / / 4 // 7 12 5 4 5 3 5 3 220.0 7 4 4 l // 3 5 3 27 5 3 5 3 HOLLOW CON Er 1 /4"dt �[ `( 48.0 12 12 8 12 5 5 3 12 12 8 8 12 5 9 3 � / !era > 62.0 9 12 6 12 4 4 4 3 10 12 6 6 12 4 4 3 ELCO CRETE FLEX WITH EMBEDMEEOmE NT T 72:0 8 12 5 8 3 4 3 12 5 5 8 3 4 3 92.0 6 12 4 4 4 3 / 3/ 4 3 4 3 l 12 4 4 3 4 . 4 4 3 3 m - ' 4 3 220.0 4 3✓ 4 48.0 8 12 12 5 12 8 3 12 5 8 12 12 5 12 12 I • ; 1 /4 "o SCREW 62.0 6 12 9 4 12 6/ 7 4 6 12 9 4 12 % 7 wSHLLEY oUIC -SET 72.0 5 12 8 3 1 2 5 _ . / j 4 5 12 8 3 12 S/ 7 4 W17H 1 - 1/4" MIN. EMBEDMENT 92 0 4 12 6/ 7 4 4 7 4 4 12 6 / 7 7 4 4 f '7 7 4 4 220.0X 7 4 7 7 4 /// 7 4 SIDE RAIL (GUIDE) ANCHOR SCHEDULE FASTENER MAX SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS & SPANS 3an.unsus 9NLLSIX3 ANCHOR TYPE NOTE: LOAD (W) P.S.F. MAX. ( SEE MIN. 3/4' EDGE DISTANCE SPANS UP T 1 4' -V' (SEE NOTE 1) SPANS UP T. 6'_Z (SEE N I) SPANS UP T' 8' -11" (SIN NOTE 1) HEAD STYLE MAY BE PHILLIPS, FLAT HEAD, HEX HEAD OR PAN HEAD (HEAD = 0.425"m MIN.) CONNECTION TYPE ( C1 NOTE C2 3) C3 CONNECTION TYPE {SE C1 P401E C2 3) C3 CONNECTION TYPE (SEE C1 P407E C2 S) C3 OOOM E 48.0 12 12 11 11 12 7 8 12 4 62.0 12 12 8 9 12 5 6 10 3 L C b 1/4 "0 x MIN. 2 - 1/2" { ONG LAG SCREW W/ MIN. 1 - 3/4" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAMI 72.0 92 0 11 12 7 7 12 4 5 10 9 12 5 6 10 3 4 10 m m] 220 0 4 10 3 10 3 10 02/20/02 16:42 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE ROLL-UP SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN SCHEDULE 8.1, SHEET 4. 2 ENTER OR TYPE AND EDGE DISTANCE. SELECT SELECT DESIGN LOAD GREATER THAN OR EQUA OR EC1AL TO T S DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING CE ANCHOR FOR ANCHOR T BASED TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 9. ANCHOR NOTES: DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. A:!aro.rd ns complying w• toe Pete j : 002 ref issai Dade ud Ceatrd Diriv08 dare 06/21/01 act. drav M CJ n by AS NOTED � rde•ion by') checked b .... �. aut1l.__ VJRI driving no. i 0 2 -601 1 sheet 12 of 1 • STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this r �, t `do t original f��t office on A L 010 AD2 0 W►TNE r myhar d .cI3IS' HARVEY RUVI CL K, of C it amount DY NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. t 2. 60- 1-3M STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1 ; � c . (� ` ry ■Arn SIVQ:eS t F ORAa(4 3313 8 2. Description of improvement: I t " IA . Q 3 V& 4 Te 'Z 3. Owner(s) name and address: rn Interest in property: n w, .) re Name and address of fee simple titleholder: k) 4. Contractor's nam7 and a dress: Cpl? � Liu ►A)) b 1 in ><41,3c ,�i,J t ()�� . ri n l i /h'. - F1 a2A 5. Surety: (Payment bond rec ui ed by owner from contractor, if any) R.J Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Pr 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Flor• a Statutes. Name and address: Ni � 4 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffe - date is spa ed) Die OffriS- 5 -5 1 - X03 ignature of Ow Print Owner's Name kti ar3 Eller 08rie4n Sworn to and subscribed before me this J day of , 20 ‘ Notary Public Print Notary's Name My commission expires: 12.01.52 PAGER 8/02 ; II 4. , ot OIN MY COMMISS EXPIRES: SEP 02, 2007 Bonded through Advantage Notary CFN 2004-R0926340 DR Bk 22753 F's 0101; (ips) RECORDED 10/21/2004 10 :56 :12 HARVEY RUVII'Ir CLERK OF COURT MIAMI —DADE COUNTY? FLORIDA LAST F'AGE Prepared b 0 ell (... 3 5') (4 D Address: �( `:1u._ rin L anti l t( 33 , c r