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SHUTTERS (2)BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin e Owner's Name (Fee Simple Titleholder) (1/ Owner's Address /LS /X E Tenant/Lessee Name Job Address (where the work is being done) / /5 Miami Shores Village Building Department Electrical Plumbing h q 4- S` City t4RMi , 2,s State 7 - Zip 3 313 8 Phone # t y. E. q4 5, City Miami Shores Village County Miami -Dade Zip 3 3 /.3 8 Is Building Historically Designated YES NO v'" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 2Q 3 — 1 iAJ® Master Permit No. Mechanical Roofing Phone # 3 oS - 7S8 —6106 Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip 6 $ Value of Work For this Permit J 4 2O Number of: Bays Stories Type of Work: ❑Addition ['Alteration Describe Work: IId4/2/604- 5 fig/ 1 Families Bedrooms Square Footage Of Work: DNew ❑ Repair/Replace / 41/!1 'V /./f/ P4 � f * * * * * * * * * * * * * * **r, * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ U , Notary $ Baths ❑ Demolition ift) et 13\0 3 County Escrow Fee $ Education/Training Fee $ r :ch $ Scanning $ Radon $ Code Enforcement $ Bond $ Struct. $ Minus Plans Check Fee $ Tota; Fee Now Due $ i 7, VD (Continued on opposite side) 2 0 CA O. t, 1CO& 30,CO Bonding Company's Name (if applicable) f Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. o Signature • r te. Owner Agent Contractor The foregoing instrument was acknowledged before me this I I The foregoing instrument was acknowledged before me this ,20_,by who is personally i' ally known to me or who has produced ukv.. who is personally known to me or who has produced 4 _a 3) - 3OAs identification and who did take an oath as identification and who did take an oath. day of A` IGa , 2 0 1 2 2 , b y ( ( 141 ritin Urtuicif NOT r : I' r 03tai,� r Mtlbel V rpa� OTARYPUBLIC: 1. Sign: ►/ 1 1 ►�.. . ',). Commission iiDD23I984 � IdPr!► �, 2907 Sign: Le i Print. n ded Thru • - r-,-Inc. My Commission Expires: (Certificate of Competency Holder) Certificate of Competency No. My Commission Expires: State Certificate or Registration No. APPLICATION APPROVED BY: Chc7/7 /03 Signature AUG 1 1 2003 Plans Examiner Engineer Zoning e I tfrcal t gfi 414 r o Located at: 11 ti o- get 5i bimM �i�o,e ., fcc - 33(3 0 Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td irork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. ` You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with - holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. Ttie foregoing instrument Was acknowledged before me this 1` day of " 20 CZ a> onel Rllegblr. JWNER BUILDER DISCLOSURE STATEMENT Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT being the legal property owner, for the property DISCLOSURE STATEMENT who is personally known to me or who has as identification and who did take an oath. Notary 115 t/ 74 St: 1114t1; /L. 11 10 tIo BUILDING CODE COi•1PLiANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) All \i\1I -D \DE COUNTY. I1.ORII)A M1•:TRO- I)Ai)f{ 1 LAG1,1 {R 13(JII.I)INU 1411 \VEST FLAGL1•,R STREET, SUITE 16113 MIAMI, FLORIDA ):\ 331 311 -1 563 (303) 375-2001 FAX (3115) 375- 2911\ i\ laddcn Manufacturing Co. 1339 N. W. 22 "' Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to he used in ,Miami Dade County and other areas where allowed by the Authority I laving Jurisdiction (AFIJ). This NOA shall not be valid after the expiration date stated below. The ,Miami -Dade County Product Control Division (In Miami Dade County) and/or the Al IJ (in areas other than i\liami Dade County) reserve the right to have this product or material tested for quality assurance purposes. 1f this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AE -1.1 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 Budding. Code. (I)ESCRiPTION: 0.050" Aluminum Storm Panels Shutter APPRO DOCUMENT: Drawing No. 00 -350, titled "0.050 Aluminum Storm Panels '', sheets 1 through 10 of 10, prepared by Knczcvich R Associates, Inc., dated March 6, 2001, last revision "2 dated February 19, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE I1IPACT RATING: Large and Shall Missile impact LABELING: Each unit shall bear a permanent label \with the manufacturer's name or logo, cite, 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 NOf\ as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply \vith any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Nlianm -Dade County, Florida, and followed by the expiration date inav be displayed in advertising literature. 1f 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 Building Official. Tllis NOA revises and renews NO. -\ # 93 -1 1 10.03 and consists of this page 1 as \well as approval document mentioned above. The submitted documentation \vas reviewed by I Ielrny A. i\Iakar, P.E. NOA No 01- 0313.21) Expiration Date: 03/13/2008 App ruval Date: 03/21/2002 Page 1 1 LABEL LOCATION -1 f 10312'\ 1.50" - 0 0 f - - 1 125" (TYP) 800" ALUMINUM CD STORM PANEL SCALE : 1/4" = 0' -1" 5 00" MAX O ANGLE SCALE : 1/4" X099 " 0_5_0" "? 2. 015" 11.2501 1.125" 12.00" COVERAGE 15.269 " ALT. STUD DIRECTION--\ 1/4 -20 MACHINE SCREW STUD p 6" OR 12" O.C. 125" (TYP.) 5 00" MAX 0 STUDDED ANGLE SCALE : 1/4" = 0' -1" 0, 01 0 LABEL LOCATIO 1 0 0 N 1.0312 " O ANGLE SCALE : 1/4" = 0' -1" GENERAL NOTES: 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: MADDEN MANUFACTURING COMPANY POMPANO BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. STORM PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE MIAMI -DADE COUNTY PROTOCOLS PA 201, PA 202, AND PA 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORTS No. 96 -011., 00 -050 AND 01 -027. 5. ALUMINUM STORM PANELS SHALL BE 5052 -H32 OR 3004 -H34 ALUMINUM ALLOY, 0.050" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FEET OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE (t. 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM PROVIDED THAT THE PANEL SPANS USED ARE 104" OR LESS. AND THAT THE SEPARATION FROM THE GLASS IS 2" OR MORE BUT LESS THAN 3 -3/4". STEEL BAR MAY BE USED FASTENED AT PANEL OVERLAPS, AT MIDSPAN, WITH 1/4 -20 x 4" BOLTS AND DIE CAST ALUMINUM WASHERED WINGNUTS. SEE MINIMUM PANEL SEPARATION FROM GLASS SCHEDULE FOR REDUCED SEPARATIONS. 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10.AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE 8. BOLTS ARE PROPERLY INSTALLED WHEN NEEDED ". 02/19/02 15:14 ( 2 015 " „ 537' 093" --050" " -800" 125'1 6.00" COVERAGE I 9 065" ALUMINUM Q, HALF STORM PANEL SCALE : 1/4" = 0' -1° 18 GAGE (t= 0.050" MIN.) GALV. STEEL GRADE 401 ALT. STUD DIRECTION pi i • .090" • (TYP.) 7a 0 0 ° 1 00 93" TYP. 2.00" O STUDDED ANGLE SCALE : 1/4" = 0' -1" .375" =Z3131660 188" .375" R 4. SYM. 3.375" MAX. .092" 1(TP 1.520" 1 .8 ` .50 , 0 1 1`T i .090" .150" ;.215" A.060" .315" R O' h" HEADER SCALE : 1/4" = 0' -1" 1/4 -20 MACHINE SCREW o STUD p 6" OR 12" O.C. 3 000" / o; - 0.125 " o. TYP. n NI .165" .650" 320" I ,375 " "F" TRACK � BUILD -OUT "F" TRACK SCALE :1/4" = 0' -l" SCALE :HALF SIZE OI 6a Z -STUD TRACK SCALE 3"= 1' -0" , 2 -- P , i _ R .250" 0i o, Ni II I LnI.215' 090'' 1. 890'1, OPTIONAL STEEL BAR 1 2 C" TRACK (FINISH) C" TRACK SCALE : HALF SIZE SCALE : HALF SIZE 3 SCALE : HALF SIZE _2_063" "U" HEADER SCALE 1/4"' r 0 1/4"-20 x 3/4" o (TYP.) STAINLESS STEEL STUD pc. 6" OR 12" L= -- O. C. ALT. LEG I 1 2.000 "1 DIRECTION .085„ in t , in+- Nt Di%• a 890 ", By • of 05 ZAMAC WINGNUT SCALE : HALF SIZE Approved as compt)1ag with the Florida Buldio Code DateQ3 Z NOAH Miami Dade Prodact Control .090" •"' 1`. 215" 060 MAX., 2 250" �:r l 120' "1 i o� 125' I -2 0' 062 0 2. 02 • 0'_ © BUILD-OUT "U" HEADER SCALE :1/4" = 0' -1" GRADE a ll .095" O "E" TRACK SCALE : 1/4" = 0' -1" N 11 : rn, I 20 GA. GALV. STEEL (t= .039••) 40 OR 0.050" ALUM ALLOY (300 H34) KEYHOLE O WASHER SCALE : HALF SIZE :125" ;650'1,50. 1/4 -20 x 3/4" MACHINE SCREW .101" I .094" .375" X13_ "1660" ■.188" 11 1-)4 -56 SQUARE HEAD MACHINE SCREW 4 N T 1 250" N c c ° FL L' 10 4 A 4 u 0 In 4 0 u r KNE /EVICN PHOrESS'G L rN01NEEf No: ©3 Z002 03/06/ L c.l• ( I Cr r Vn Uy AS N0 T(0 II__ AV L by 1rI[h•cl.e byi L i H -._ VJ% ll v 2 tlr�rin._ - _ sh eep 1 of 10 1/L MAX. 1/4•• MAX.- 02/12/02 09 :5.3 O WALL MOUNT EXISTING STRUCTURE J w w Z a m as F a w O w = w v Vl x Z a Ea J V1 EXISTING STRUCTURE OPTIONAL cT10PTIONAt_ FASTENER �n 12" 0 C ,SEE � 1t � ANCHOR SCHEDULE FOR ANY — — 1 • SEE GENERAL SEE GENERAL ACCEPTABLE ANCHOR __ NOTE 7 NOTE 7-7 1 -1/2•' — — — — / L_ — — I MIN I �// r t7 OPTIONAL SEE GENERAL / NOTE 7 \-Ov O TRAP MOUNT WIDTH UNLIMITED IPERP TO PANEL SPAN)1 TYP SECTIONS— i t I I I I ; • TYPICAL VERTICAL MOUNT ELEVATION NTS TOP MOUNT I; PL VIEW Ij .1b OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 �Ial ,/ BOTTOM MOUNT 1/2• MIN OVERLAP `.j I 1 300" 625•• ALUM ANGLE CLOSURE PIECE. 1" x 2" x . 125" MIN TO 2" x 5" x 125" MAX TRAP MOUNT 1 /L" MAX { EXISTING 063.1 STRUCTURE O FACE MOUNT r %/ w Z J Q Z a 3 1.00 ' O I-- .500 " =�1 I ~ u . a w i x_ rz =, © ' 11 f (TYPICAL TOP & BOTTOM) — �' 1 — --, -EMB TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE 1 -1/2" - 1' 0•' EXISTING STRUCTURE 11 OPTIONAL SEE GENERAL 4 NOTE 7 HORIZONTAL MOUNT ELEVATION N T 5 (11)0PTI0NAL SEE GENERAL NOTE 7, lmax SEE STORM PANEL SPA.! SCHEDULE TABLE 1 ' OPTICNAL STEEL B.AP. - ON OUTSIDE OF PANELS SEE GENERAL NOTE 7— PL ANri VIEW ! EMB 1" V/4/////2-7-‘•-• STRUCTURE FASTENER (a 12 • O C. SEE ANCHOR SCHEDULE F OR ANY ACCEPTABLE ANCHOR - - - -' B1 BUILD -OUT 6 TIONAL SEE GENERAL NOTE 7 7 OUTSIDE I 1 -1/2" MIN . INSIDE 12'• O.0 TYP. SIDE MOON T - -- TYPICAL BAR ATTACHMENT -1/4'• MAX \„1, (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) ALUM ANGLE CLOSURE PIECE 1 "x2 " x 125" MIN TO x 5" x .125 " MAX Approved as coruplying with to Florida Bul Date 03 / 1 zoP� Z NOApQ( 3.4 Miami Dade Product Control Divislo BY ZJ G Z 3Q J a Q2 . cc O0 n u , 0 o 2 c [A m c lea« FL L P V.J. KNE jf •PMESSIQ EN [ R rio: 983 2002 03/06/0 u r aw b y l a ca �Wi) e •VI I�0 • s•��• O 1 c h .c t.e O b yl 1 V P, II V PKI Jr a..np no 00 -380 I f 1 - 0 1 KNEZEVICH 8 ASSOCIATES, INC.] CONSULTING ENGINEERS • PRODUCT TESTING '260 N. UNIVERSITY ORIVE, SUITE 80 • FORT LAUDERDALE, FL TEL (9641 382 2900 • cAx. :VA 382 2909 • FLORIDA COA sy206 1hEBSITE. WNW K >IEZEVC+I.COM • E -MAIL KA4KNE2EVICH.COM ICOPrRIGHT It 2001 KNE2EVICU & ASSOCIATEL.INC.1 i 3 02/12/02 09:53 SEE TABLE 2 GLASS OR DOOR FASTENER, SEE ANCHOR/ SCHEDULE. REFERENCE CONNECTION"TYPE 1^ EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM O w EMBED. (T YP.)— I ANGLE TO WALL DETAIL GLASS OR DOOR CONNECTION ^TYPE 4 "J — EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 2" r � E WALL MOUNT SECTION SCALE : 3" = 1' -0" EMBED. (TYP.) L' CONT. CONT. w • N PANEL TO ANGLE DETAIL `--- 1/4 -20 MACHINE BOLT & WINGNUT (ol 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". 1/4" MAX. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 4" #14 TEK SCREWS OR 1/4 -20 BOLT AND NUT @ 12" O.C. STAGGERED (TYP. TOP AND BOTTOM) n�A i 1 CONT. SIDE CLOSURE REQ (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1-0" 1/4 -20 MACHINE BOLT & WINGNUT (ii 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND ca 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". 1 /4" MAX GLASS OR DOOR GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (al 12" 0 C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104". 1— FASTENER. SEE ANCHOR \ SCHEDULE. REFERENCE \ CONNECTION 3" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 3 O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0° CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1 -0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 2" 1/2" 1/4" MAX <i wi w' E, J 1 EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP E. BOTTOM Appro■ed as complying with the Florida Buidiog Code Date0,3/21 /Z.QZ. NoILant -o3IA• z Miami Dade Product Contra' Divist By 2 ZJ -w Z -J a Q 2 cr in I- 0 0 ate • z s 0 6 e yrt ra p wrs 0:11 ti rI V.J. KNEZE "nurESSION PL L v H NUR No: 983 FP. • 2002 3/06/0 •�.I. dr•rn er ASI O AV rd � n Cf cna[�:d b 1 v1K ---- d.•.Ing no. I 00 - sheet 3 or 10_j Lmax. SEE TABLE J SEE TABLE 2 GLASS OR DOOR- 1"x4 "x0.055 " OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO - 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" THREE 1/4 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" O.C. MAX. CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS SEE TABLE 2 02/12/02 09:54 ><1 EMB ED. GLASS OR DOOR— Jy.� J I FOR W000 BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2 " PENETRATION INTO WOOD BLOCKING (al 12" O.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (,6 24" O.C. MAX. & ONE 1/4"0 THRU BOLT W/ ACCESS HOLE (nl MIDWAY BETWEEN STUDS. TWO -1/4"O S.S. LAG SCREW (al 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 1 )1a 4aCONT E -1114 SMS BETWEEN TRUSSES (nl 24 O.C. CONT. WOOD ROOF TRUSS OR FRAMING MEMBER (al 24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. N SOFFIT CONNECTION DETAIL SCALE : 3" = 1-0" GLASS OR DOOR SEE TABLE 2 EMBED. (TYP.) r- FASTENER. SEE ANCHOR SCHEDULE / REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (al 6" OR 12" O.C.. BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) SCALE 3" = i' -0" /, EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" O. C. MAX. PLACE ONE FASTENER THRU HEADER 1" x 4" OR 1" x 6" 062" CONT. ALUM. TUBE (6063 -T6) t#1/. SMS p 12" O.C. BETWEEN TRUSSES p 24" O.C. GLASS OR DOOR SEE TABEE-2 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 '-1/2" TO 3/4" ALUM. SPACERS (1" 0.0. 7/16" I.D.) EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) - FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1 (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY p 6" DR 12" O.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) @ WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3" = 1" -0" \ ,V \/ \2'\ \ 1" 1•\ E 0 w lJ m 4 — LACCESS s HOLE - (TYP.) II CONT 1 Ila L_ SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1 " -0" WOOD ROOF TRUSS OR FRAMING MEMBER (T24" O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT x E (MAX. DESIGN LOAD = 56 P.S.F. ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" 1/4" MAX. la w� J I m wl w! NI xl 1/2" OR Jj 3/4 MAX. 1" x 4" ALUM. TUBE NOAWo1-('3I3• Miami Dade Product Control Divis Dy Approved as complying with tht Florida Bolding Code Dote OS/ 2 f /203Z EXISTING CONCRETE, [ HOLLOW BLOCK. OR WOOD FRAMING 2" x S " x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN (al 1"" O.C. — FASTENER, SEE ANCHOR SCHEDULE RE ERENCE CONNECTION "TYPE 5" - OR 7 CONT / SEE TABLE 2 GLASS �OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (al 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND p 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS 0 WALL MOUNT DETAIL SCALE : 3" = co •It z J J z 4 0 X 4 z J 7b). ASTNER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" MAX. DESIGN LOAD= _61.0 P.S.F. w -J Q Lai w Q BUILD OUT SECTION (TYP. TOP 8. BOTTOM) SCALE: 3" = 1' - 0" U z � W a w, 1— 0 — o 0 n O 2 rn t- f- z 3 0 U w7, 5 N w'' z Zo S Y 2 D ZJ — w Z J Q2 . ct p0 to H O O c 0 0 FL LI 1' E du = W 4 0 ton <- `A ) l - • - y 1 V.J. KNEZ V1CJ VRORSSIOIl - F.NI C r on • No: 0 903 2002 3/06/01 I t c 00 -380 J dr •,,,,{) sheet or 10 EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE - / / OF STRUCTURE) —� / EMBE SEE TABLE 2— GLASS OR DOOR 1/4 -20 S.S. BOLTS W/ WINGNUTS @ 24" O.C. MAX. (TYP.) 02/12/02 09:54 ANGLE MAY VARY JI 6" MAX • Ir - ELCO (T.V.A.S.) PANELMATE FASTENER, SEE 11111 / SCHEDULE BASED ON ANCHOR I (1 / CONNECTION "TYPE 2" 1 1/2" 1 4" MAX. 1111 - -- NON - STRUCTURAL FINISH MATERIAL BRICK OR WOOD -L (MAX. DESIGN LOAD _ 61 P.S.F.) \:-./ WALL MOUNT SCALE 3" = 1' -0" 1/2" 6" 11 .5'r • A 6" 1/2' I ; Y — T — I- 1/4" -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 2" x 2" x 0.125" CONT. TO " x4"x0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478" 1 GRADE 40, GALV. STEEL ANGLE O ALT. CORNER DETAIL SCALE : 3" = " "0 HOLE FOR FASTENING PANEL '`-2" x 2" ALUM. STUD ANGLE Q 1a GLASS OR DOOR SEE TABLE 2 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" SCALE: N.T.S. =�T 1 1!1a) a 7 _ 1--1/4 - 5.5 MACHINE �� / BOLT AND NUT (41 12" 0.0 I : N'j / / i 1 ry 1,./ 1/ / EMB -1/4 0 POWERS CALK -IN ,� j 1 @ 4" 0.C. W/ 7/8" MIN. EMB. I INO CONC. OR HOLLOW BLOCK. (1.)2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O EDGE MOUNT DETAIL SCALE : 3" = -1' -0" FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ �,.. 7/8" MIN. EMBED. N IN CONC. CO 4" O.C. - / /;(� / / / ;ji // 1 -1/2" ; 1 -1/2 INTERIOR FASTENING ANGLE ASSEMBLY PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 8" x 3" x 1/4" ALUM. AN GLE r-1/L"-20 STUD Wi NUT @ 6" O.C. r2" x 3" x 1/8" / ALUMINUM ANGLE (MAX. DESIGN LOAD - 72 P.S.F.) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING GLASS OR DOOR SEE TABLE 2 -' GL ASS OR DOOR— 1 I SEE TABLE 2 —V NOTE: WOOD BLOCKING LIMITED TO MAX DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE : 3" = 1' -0" { 11 1 � H 1a; •_. J J W 6 2" x 2" x 093"X ` / ALUM STUD a ANGLE 1 ---8; •MAX • 1/8" TILE 1 - E 1 FINISH MATERIAL J 3/4" PLYWOOD 2" x 6" x 1/8" CONT ALUM. TUBE (6063 -T6) '— 1/4' m POWERS CALK -IN (7a 6" O.C WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4•'0 LAG SCREW (al 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2 "m THRU BOLT (ASTM A 325) (a 12" 0.C. \-- 1 /4"m POWERS CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "o LAG SCREW ca 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD \ -2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD s 72 P.S.F.) O "PASS THRU" DETAIL U SCALE : 3" = 1' -0" b d 1" x 2" 2" x 2" 2" x 4" 2" x 5" OR 2 ' x 6' OR 2" x 6" P.T. WOOD BLOCKING FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" MAX. x 0.055" 6063 -T6 ALUM. TUBE 1/4" MAX. CONT. w J m I w N. xI E J � Approved u complying wild the Florida Bolding ode Datep Z 1 1 zoo 2. NOA$ O I 6311.1:1Z. Miami Dade Product Control Div' 1 n By 1J i z; cn W W D Q o O . Cn NR aW 2 a0 0 1 2 U > W � N � W �' Z Z O Y u - _ -- u - OMIONIMMIMENCID ZJ —w z -J � Q2 OD NI O O CO c 0 FL 1 _I F'I:: W ir 2 g 0 p Z 4 uI lu _ r z J m .1r�vinq nn 00 -380 'T o � V.J. KNEZEYIC Pr:OTEsS10 NG' Fa No: 983 ar• 2002 3/06/ scale - 1 • dr a- by •5 NaTroj - -/1v V Pa sheet 5 of 10 • 1 EMBED 1 -1/2" MINI GLASS OR DOOR GLASS OR DOOR — SEE TABLE 2 02/12/02 09:55 2" MIN. - f SEE TABLE 2 /'1/4•m RAWL CALK -IN p 4 O.C. W/ 7/8" MIN. EMBED IN CONC OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION a 12" O.C. FOR PANEL s 8' -8" AND 6' 0.C. FOR PANEL LENGTHS GREATER THAN 8' -8" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. w J CIO Q Lal N CONT. x J 1 1 Ila O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" - DETAIL AE E -J FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT C -TRACK ASSEMBLY - INSIDE MOUNT SCALE 3" = 1' - 0" GL ASS OR DOOR NOTE: 1 b d 1" x 2" 2 .. x L 0 055" 6063 -T6 ALUM 2 " x5" OR 2 x L OR 2 x 6 P T WOOD BLOCKING —SEE TABLE 2 d MIN. \ CO I i \\ \---1/4 "ca MACHINE j BOLT (al 6" O.C. ` -1/4 "0 RAWL CALK -1N (a36" O.C. L1/ -20 MACHINE BOLT W/ 7/8 " MIN. EMBED. IN CONCRETE & WINGNUT (al 12" 0.C.,_. OR BLOCK OR (i0 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP 8. BOTTOM) THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. 4B ALUM. TUBE BUILD -OUT SCALE 3" = 1' -0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT Ij 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675' - x .125 ".SQUARE HEAD (14 5/16" I.D. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE SEE MIN SEPARATION FROM GLASS SCHED. TUBE TABLE 2 I 1 'CI a 4 a' 12 " x 3" 2" x 4" lx 1/8" 2 " x 5" 6063 -16 ANGLE u¢ D. < o w J Z J w, v - ON V/ z10 GLASS OR DOOR -- EMBED_ ApproNcJ ai complying ri'itb the Florida Bolding Code Dete0. /ZI / zcoZ NOAHOI - t)Z,11• '0Z Ntlami Dcde Prod uct Control Dlvi,lo By FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION"TYPE 3" - 1. 1 a•— 6 CONT.- USE 1 � 0R' 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD it LF1NAL LOCATION OF STUD —h Lt� st l '-1/4 -20 MACHINE BOLT - -- . 8. WINGNUT 12" 0.C. ' OR () 6" 0.0 FOR PANEL ,` LEN THS GREATER THAN 104 ". NON - STRUCTURAL` (TYP. TOP & BOTTOM) 1 -i6 N 1 2 -1/2 " 1 EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. A C STORM PANEL BUILD-OUT SCALE 3" = 1-0" C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. L ,-1/2" 0.0. x 1/4" I.D. x 3/16" �/ NYLON BUSHING �\ OR 1/4 -20 S.S. NUT (TYP.) -, z ;: 131 3 ft: W LL � � a - _a 5 r U a ' J 1 4 O . • W aW k I 3 z ' u o = z a • ti o LW] N tU i J m z RA Y v - 2 Z . w Z E) Q2 _ cc bO NH O O I ° a o V.J. KN Pn (rE SS! FL C H Sheet 6 or 10 u z v; W U 0 tn 5) aN[[n _ No: 05'83 9 204 1. 3/06/0 - drawn by A S, NO TC011 ra..eyn by I� cn n .cW. bv1 - ara..ma . ^Q ----- 00 -380 ) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 7' -6" (SEE NOTE 1) SPANS UP TO 10' - (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE E =ZA1 ����11.�wt1�1 k►l+lM\ 1 /4"o ITW TAPCON OR 1 /4"o ELCO TAPCON W/ 1 - 3/4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 8 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 2 12 12 12 12 12 12 11 11 12 9 12 12 6 6 8 8 12 6 7 12 12 12 12 11 12 9 10 12 8 12 6 7 2 12 12 12 10 12 12 10 8 12 12 8 6 9 8 8 8 12 7 12 — .- 12 12 12 6 6 6 8 8 12 6 92 12 , -- 9 12 — 12 12 6 — . 6 6 12 6 112 200 12 12 6 6 8 8 12 12 6 6 12 12 6 6 8 12 12 6 6 6 8 * it11111111CAllllllllll'W -3;- i llllllllllllllL 1 /4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 3 /1.MIN. EMBEDMENT 3 1/4 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 48 62 12 12 12 12 12 10 11 9 8 12 ` 12 12 7 6 5 5 12 . 12 12 11 11 s 4 4 8 .. 6 _ 6 S 12 12 12 11 5 4 4 3 12 9 9 9 , 9 j/, . V -I-1 P I P 6 , 4 - 4 4 — 4 12 7 7 7 — 7 4 3 3 3 3 67 12 8 7 12 72 92 12 4 6 12 4 9 - � \\ 4 7 3 112 2 0 0 10 3 5 9 3 9\ 9 \\ 6 4 7 7 3 3 9 \\ 9 \ 4 4 7 3 9 4 7 3 7 3 48 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 6 2 12 12 12 12 12 12 11 9 12 9 12 6 7 12 6 * G1,11111114 � 67 12 12 12 12 11 12 10 9 12 8 12 6 12 6 7 7 12 6 6 1 /4"ce POWERS CALK - IN W/ 7/8" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 72 12 — 12 12 — 9 11 9 12 11 12 12 8 8 12 — 12 8 6 12 92 12 8 6 - 7 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 200 12 6 7 12 6 12 6 7 12 6 12 6 7 12 6 48 12 12 12 12 8 12 12 10 12 5 12 4 10 3 7 12 8 4 3 62 12 12 12 11 10 12 6 12 5 7 12 4 D ( 1 1 r 1) 67 9 12 5 12 4 7 12 t 10 3 5 8 3 V 1 /4 "m RAWL NAIL-IN MIN. EMBEDMENT (MIN. 3,000 POWERS 2AMAC W/ 1 -1/6" P.S.I. CONCRETE) 72 - - -. 92 12 '------ 12 8 4 9 7 12 - 12 5 — 4 12 __ 10 4 - -.- 3 6 - 5 12 -• - 8 3 --- 3 10 3 --. --- 10 3 5 - .- 5 8 -- 8 3 3 112 10 3 5 9 3 10 3 5 8 3 10 3 5 8 3 0 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 11p 111 ` 1/L OTNABoLT ANCHOR (MIN. 3.000 3 12 12 12 11 10 10 7 12 12 12 9 12 12 12 12 __ 12 12 9 7 6 4 11 8 7 7 __ 6 12 12 12 12 ___ 12 9 7 6 6 5 12 7 12 4 12 l 7 6 6 12 12 12 6 5 5 12 12 12 _____ 12 12 12 12 7 t 7 2 _ 1 112 011111t0-•,---3,1 12 12 12 9 8 6 TW RED HEAD SLEEVE W/1 - 1/8" J. EMBED. P.S.I. CONCRETE) 12 4 _ 12 4 6 12 5 5 6 12 12 12 5 4 6 6 12 12 5 5 12 12 4 4 6 6 12 12 5 5 12 4 12 4 6 6 12 12 5 5 200 (MIN. + _ 1111111111111111D- 1/4"0 ASHLEv QUICK -SET SCREw WITH 1 -1/4" MIN. EMBEDMENT 3.000 P.S.1. CONCRETE) 48 12 12 12 12 -- 12 10 9, 12 12 10 8 4 3 - \ 12 12 7 12 12 11 5 10 7 7 6 — 5 S — 5 12 12 12 11 -- 7 7 ._ 7 5 4 4 3 3 3 — 3 12 9 9 9 -- 9' 9 - -. 9 H PI PI PI PI 7 5 5 5 -_. 5 5 — 5 12 4 62 67 — 10 9 9 .--.-- 7 5 — 5 12 12 12 12 9 _._. 7 6 5 5 4 3 -- 3 7 - 7 - 7 _-__. 7 7 -- 7 3 3 3 3 3 -.- 3 12 11 — 9 9 — 9 s /J % /1 72 92 112 '-- 200 1 /4' DROO SIDEWALK HEAD) MIN. (MIN. 3.000 �IJ ' POWERS BAWL P -1N 8. 1/4 - 20 8027 (3 /4"01 w/ 1 -1/L- EMBEDMENT P.S.I. CONCRETE) 48 _62 6 7 72 -- 92 --- 112 200 12 12 12 12 - 12 — 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 12 12 12 11 11 12 12 12 _7 12 7 9 _7 7 7 7 -- ----- 7 7 12 - _12 12 12 - 12 12 12 11 8 8 8 — 8 8 8 12 - 12 - -- 8 7 12 "— 9 — 8 7 12 -- 12 .----- 12 12 12 10 9 8 12 -- 12 --- 12 12 11 7 - 7 7 9 - 7 -. 7 7 12 -- 12 -- 12 12 10 -" 8 — 8 B 12 7 -- --- 12 7 - - -. 12 7 12 7 1 no I I eau ler( O•.eri.Uon 0 03 /011 /OWJK PRC V. DAAVIMO Me •0 -110 91r17 /021. ASAO0 122106 / ICCO COOpR1S N2/10/02 • COUNTY COKKEA10 1 2 1 1 L 1 t asAA 2 revis(0,ns ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. l STORM PANELS a vx 22re �t•:ec MADDEN FL ::M F i c (` E4) W-251 I Manufacturino Fa(454) 1 row P&.ELS • NA3ecw PROOUCTS w«1M1 on 11.126:EN.. KNE2EVICH & ASSOCIATES, INC. ICONSUITING ENGINEERS PRODUCT TESTING UNIVERSIT' ORIVE, FAX SURE 110 • FORT LAU FL I 33122 (DSI) •. (961) 382.2989 • COA 1 WEBSITE: WWW.WJE2EVICH.0 /AIL'KA®1 OM • Ei0�18CKCO1 (COPYRIGHT 0 2001 KRE2EVICH & ASSOCIATES. INC. I 0.050" ALUMINUM • k a ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD I PS F MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5 —6 (SEE NOTE 1) SPANS UP TO 7 —6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 1 . 5 CONNEC 1 TYPE 2 TION 3 1 . 5 CONNEC 1 TYPE 2 3 TION 4 5 HOLLOW CONCRETE BLOCK 48 6 2 67 12 12 11 11 8 7 6 12 9 12 5 4 12 9 B 8 6 6 6 '" ('" 1( 7 12 5 9 5 8 4 8 �. __, 3 5 3 5 3 5 1 - ^ r./ 8 6 6 6 ,—_ 6 6 6 1m✓/ /� 5 3 3 3 ___._ 3 3 3 8 5 10 7 5 — _._.. 3 ,\_\ -- \ 7 12 6 11 6 11 —. 5 8 4 6\ 3 5 3 3 \ \\ 5 5 ,— 5 5 5 ' / /i /// —� �r Et. — +UU L� t=2 1/4 "0 ITW TAPCON OR 1/4 "0 ELCO TAPCON W/ 1 -1/4" MIN, EMBEDMENT 72 92 112 200 * €�1uu�nrmalllllllll - 48 62 12 12 12 12 12 12 ii 12 12 8 12 12 12 12 10 12 6 4 4 12 10 10 10 5 3 3 3 7 5 5 5 12 4 8 3 8 3 8 3 10 12 6 5 6 5 7 12 7 12 6 7 9 12 72 94 9 7 12 5 12 4 6 12 4 IWO ELCO MALE/ FEMAI ANELMATE'• W/ 1-1/4 MiN . EMBED S. 20 MACHINE SCREW WITH NUT 12 4 7 12 4 10 3 5 8 3 10 3 5 8 3 ti2 10 3 i 10 3 10 3 5 8 3 10 3 5 8 3 2 10 3 i 6 3 10 3 5 8 3 10 3 5 8 3 12 12 10 12 6 12 10 7 12 5 11 4 5 11 3 12 12 12 3 12 5 7 12 4 12 5 5 12 3 8 8 8 8 8 \ 8 \ \ \, 4 6 7 . 77 * � ii I 1/4"0 W/ & 1/4-20 STEEL iun�lul� — POwERS CALK ' EMBEDMENT STAINLESS MACHINE SCREW -IN 11 4 5 11 3 4 4 4 6 6, 6 12 7 6 12 4 t0 3 5 10 3 11 i 11 3 8 8 8 \ �\ 4 6 4 6 4 6 , \ 1 9 . ' 6 8 .\ 4 6 '' \\ 4 4 6 6 0 8\ I 7 2 20 0 12 12 10 12 5 11 — 8 — 7 6 6 6 7 7 11 9 8 7 — 5 33 �\ [- 8 3 5 12 11 — 10 5 7 12 4 7 11 3 6 10 3 5 S 4 -- 4 5 i �i, a — 6 6 - - 6 6 6 4 4 5 5 1/4"0 RAWL NAIL-IN t il.. l POWERS AMAC W/ OMEN? 8 6 6\ 5 8\ 4 4 4 5 5 5 I 4 6 4 5 -.f I 4 4 5 5 1 C 1/c OYNABOLT ANCHOR 12 12 8 12 6 12 10 6 12 4 10 4 4 10 3 12 1 6 12 5 11 10 9 8 8 8 -//1/ I !I 4 4 4 � - 3 3 3 11 3 10 3 9 3 6 \\- 6 6 8 8 8 _ 8 8 8 3 6 co ITW REO HEAD SLEEVE W/1 -1/8" MIN. EMBED. 12 9 12 7 6 12 4 5 12 4 3 3 ---" 3 3 3 6 6 6 6 6 72 92 10 8 8 ° 4 10 3 7 3 6 o 1 r I 4I m l m 112 200 1111111111111111111k - - 1 /4"0 ASHLEY OUICK -SET SCREW WITH 1 -1/1." MIN. EMBEDMENT — 4 8 _62_ _6 7 7 .__9 112_ 200 12 12_ 12_.12 12 - 10 . 12 — 8 - 12 . _4 10 3 V 9. '• 12_ 12 10— 12 — _ 9 12_ 9_ 12 - - _7 . — _1Z - 5 9 S 7 r, 4)1 `"I 41 in i r� rv N; r. rv; ^ Q , I r.4! �I c, r Ln �n 12 1-2 12 11 - _ 9 9 11 10 12 5 12_ — 12 4 11 _j 7 _ . ,_3_ 7 3 7 _ 3 12 9_ 9 9_ 9 __ 9 9 1 r vi 12 7 -- 7 7 7 7 7 14 PIfn14H .P I -I I 41 i' / / 1 ' / I rl ri .e! N In 1 NJ — . 1) r ° < ?1. n • N Z 2 ti revisions ` nJ i d•t. IO / O•.crlotlon '' 0 1 ,01/06/010/1K; 1 ,01/06/010/1K; PREY ORA' .NO No 10 -1101 + 1 1 IO1/11/01 WASADD IUST.1C I OCCO CO nt N1Sj 1 102/19/0)WAA COUNT COMMENTS t l I I I j f I ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050" ALUMINUM STORM PANELS 1V ■M 0 r1 U TQC t unirl® 1 SOP.v F.N;i • 7A €CW ?R CCLC15 IKNEZEVICH & ASSOCIATES, ;CONSULTING ENGINEERS • PRODUCT TESTING' 1 1260 N. UNIVERSITY ORIVE. SUITE 180 • FORT LAUDEROA.LE, FL 33322 TEL: (954) 382.2800 • FAX: (954) 3824989 • FLORIDA COA #3205 WE a S17E: WWW.KNE2EVICH.COM • E-MAIL KAQn KNEZEVICM.COM I __ �COPY_ RIGI G 2001 KNEZEVICH 8 ASSOCIATES. INC. 1 1 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5'- 6" (SEE NOTE 1) SPANS UP TO 7' - 6" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M t`'J``rlr 4 8 12 12 12 12 12 12 12 10 12 11 12 9 7 12 8 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 1/4 • MIN. 3- LONG LAG SCREW w/ MIN. 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 * 7/16 "0 W/ 5/6 S. 1/4 STEEL 4 8 12 12 11 12 12 12 12 8 12 11 12 9 6 12 E 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 .1SMI 1 2 6 7 12 12 8 12 11 12 9 : :; 8 12 6 4 12 6 \4000 BUSHING MIN. EMBE0MENT - 20 STAINLESS MACHINE SCREW 2 12 12 7 12 10 12 8 7 12 6 4 12 6 92 12 9 6 12 8 12 6 1. 12 6 12 6 4 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 4 12 6 200 12 6 4 12 6 12 6 1. 12 6 12 6 1. 12 6 4 8 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 62 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 *'!=j[1111I1111 P j°r ,L ta. - Ci— 6 7 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1/4••0 FEMALE 1 -7/0 8 1/4 SCREW ELCO MALE/ • 'PANELMATE" W/ 7 2 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 MIN EMBEDMENT - 20 MACHINE WITH NUT 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 1 1 • -1� 02/19/02 15:18 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS" RECOMMENDATIONS. 4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEOUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS 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. 7 MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. e. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ,k-9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6 " O.C. OR 12 " O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. Approved as complying with the Florida Balding 2 Date 2 NOMO Miami Dade Product Control Divisio By • Z. .0 U Z � N W (11 W u Qo — ' I 0. ! (nN � cr Q W z = z I U o > W P N D wN Z 0 2 ZLu 2 W Z Q Qcr 00 1H 0 u, O s 0 0 (7 0 V.J. KN PROFESSION Ern FL LI . No: PE r . •983 1 9.. 20 2_ r• I• 03 0 As NnTCO I� ♦v I r a::yn or l(cn•1�. vIK ` v1K no etc •-nno 00 -380 1 � sheer 9 0( 10 I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI - DADE COUNTY, FLORIDA MEI RO -DADE F BUILDING I - 10 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -290s Madden Manufacturing Co. 1889 N. W. 22n Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by iv[iami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/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 thc 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 Codc. DESCRIPTION: 0.063" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 01 -242, sheets 1 through 10 of 10, prepared by Knczcvich & Associates, Inc., dated March 06, 2001, last revision #2 dated February 22, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact 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 ", 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 thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA \will occur after thc 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 daily product, for sales, advertising or any other purposes shall automatically terrninatc this NOA. Failure to comply wvith any scction 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 thc NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #98- 1110.04 and consists of this page 1 as \well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 01- 0313.21 Expiration Date: 05/08/2008 Approval Date: 03 /28/2002 Page 1 088" T YP. 2.002 " 2 329 "; n "h" HEADER SCALE : 3" = 1' - 0" -093" TYP. —_ - 1/4 -20 MACHINE SCREW C STUD (al 6" OR 12" O.C. 2 00° STUDDED ANGLE SCALE : 3" = 1' - 0" .890", 1 X 500" i I .090" 150" .1 215" v `n i i 215 - � \.215.. .090" iSYM1 "U" HEADER `.- SCALE 3" =1' -0" m 0 Z -STUD TRACK SCALE :3 " = 1' -0 " 3.375" MAX. � 1 .092 "' 1 .165" / rtj-! .. lLB 1.6 5 0 I m1 I '1320' --% - I .0 5_;; 1 v l / _1 375'" 215 "_ • i .085 %-- � ZAMAC :- BUILD -OUT "F" TRACK O WINGNUT 7b SCALE :HALF SIZE SCALE . HALF SIZE Approved as complying with the Florida B - Wino ode Date 1 •=' Z NOAO Miscsi Tint : I'ro:i c: Centi Dh•isy 1 Ey R .250 " 1/4" -20 x 3/4" STAINLESS STEEL STUD (a) 6" OR 12" O.C. 060 00" MAX 2 250 " 0 120 "! 125 "� 1.250' r BUILD -OUT "U" HEADER \J SCALE _ 3" = 1' - 0" m .095 (TYP.) 1.188" "1 ALT. LEG 2.000 DIRECTION O 7 "E" TRACK SCALE : 3" = 1' - 0" 563 "0 ;__;25 .. 20 GA GALV STEEL (t= 038 ") GRADE 1.0 OR 0.050" ALUM ALLOY (3004 H34) KEYHOLE 0 10 WASHER SCALE : HALF SIZE 1/4 -20 x 3/4" MACHINE SCREW 13 O "C" TRACK HEAD MACHINE SCREW SCALE : HALF SIZE ®SOUARE .101" .094" o' ' 0 2.020" f 375" o =313 18 GAGE (t= 0.050" MIN.) GALV. STEEL GRADE 40 ° 21 OPTIONAL . / STEEL BAR SCALE : HALF S12E lJ z Z Vt w 1- 0 < 0 0 ` V1 r , VI a z z � > 1- N W H Z K.Yt�_ I Rt tkan.� 7 Z W 7 < 0 0 -J EB ' ". 200 data .. 3 0 at aft 0 0 0 s1 scale AS NOTED design by ore ,1 z 0 0 ry 0 tutS Q U Q CC { drawing no. 01 -242 NEVI, sulu it 03/06 /U, drawn by AV ch• e d� V JK sheet 1 of 10] MIAM!OADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M IA MI -DADE COUNTY, FLORIDA MFIRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Madden Manufacturing Co. 1889 N. W. 22" Street Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The ►Miami -Dade County Product Control Division (In Miami Dade County) and/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 inuncdiately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves thc right to revoke this acceptance, if it is detcrniincd by Miami -Dade County Product Control Division that this product or material fails to mcct 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 Codc. DESCRIPTION: 0.063" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 01-242, sheets 1 through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 06, 2001, last revision #2 dated February 22, 2002, 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. iIISSILE IMPACT RATING: Large and Small Missile Impact 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 ", 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 thc applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after thc 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 scction 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 thc user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #98-1110.04 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by l Ielmy A. Makar, P.E. NOA No 01- 0313.21 Expiration Date: 05/08/2008 Approval Date: 03/28/2002 Page 1 1.50" LABEL LOCATION - 608• 0 0 N -4 1.0312'\ 1 1 i� 0.063" ALUMINUM O STORM PANEL (t = 0.063 ") SCALE 3 "= 1' -0" 125•' (TYP 5.00" MAX 1 5 00" MAX O ANGLE SCALE 3" = 1' - 0" GENERAL NOTES: 11.250) 12.00" COVERAGE 15.269" 2.015 " TM ALT. STUD DIRECTION -, 0 0 0 i O . i 0 0. N1 1 0 STUDDED ANGLE SCALE : 3" = 1' - 0" LABEL S 6081 LOCATION 093" 1.- ^ -E 1.50•' 1/4 -20 MACHINE SCREW STUD (al 6" OR 12" O.C. .125" (TYP ) 1 0312'\ 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. MADDEN MANUFACTURING COPANY POMPANO BEACH, FL MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 4. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DADE COUNTY PROTOCOLS PA 201, PA 202, & PA203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (C.T.C.) TEST REPORT No. 96 -013 AND 01 -027. 5 STORM PANELS SHALL BE 5052 -H32 OR 3004-H31. ALUMINUM ALLOY. 0.063" THICKNESS. ALL EXTRUSIONS SHALL BE 6063-T ALUMINUM ALLOY, U.O.N. O ANGLE SCALE 3" = 1' 6. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 FT. OR LESS ABOVE GRADE, AN OPTIONAL 1" x 1" x 18 GAGE (t= 0.050" MIN.) STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM. STEEL BAR MAY BE FASTENED AT PANEL OVERLAPS, AT MIDSPAN. W/ 1/4 -20 x 4 BOLTS AND DIE CAST ALUM. WASHEREO WINGNUTS. SEE MIN. SEPARATION FROM GLASS SCHEDULE. FOR REDUCED SEPARATIONS. 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANELS SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE & BOLTS ARE PROPERLY INSTALLED WHEN NEEDED." ( 2.015 1 ! , 125' 6.00" COVERAGE i 9.065•' ALUMINUM r a HALF STORM PANEL SCALE : 1/4" = 0' -1" '0 OD .0 0" .090" ; 375" 0 0 (TYP.) .188" .375" R �\ ALT STUD DIRECTION X313" 1.660" 7a "F" TRACK SCALE :3 " =1' -0" 1.520" 890•' 500 I , ( I 1.090- , `` I .215 ", 090" I • / 11,060" Q L.315" R SYM. O I,TRACK (FINISH) SCALE : HALF SIZE ° 2_265 I m ` . 088" I�'� TYP I� .250.. O � 1_ mi m I r 2.002'', 2 329 "1 O "h" HEADER SCALE : 3" = 1' - 0" 0 0 of NI \ i-093" TYP. o ♦ •\--- 1/4 -20 MACHINE SCREW � STUD (n 6" OR 12" O.C. =1-• 200 " CD 6 STUDDED ANGLE SCALE : 3" = 1 - 0" f 3.375" MAX. I .092" I .165" • - -'` (TYP.): i ,-Th- I I1 -' .650.. so t co: ! 1 32 0 '• • ' � _ [ 375" i ' C" TRACK 13 SCALE : HALF SIZE Co o BUILD -OUT "F" TRACK O SCALE HALF SIZE 890 " X 500•+ I 1 I .090• N I . _ 215 I f - 'r :215" .090" ISYM1 .8901 o 0 0 "U" HEADER SCALE :3 " =1' -0" 6a Z -STUD TRACK WINGNUT SCALE 3"= 1'- 0" R .250" 1/4" -20 x 3/4" STAINLESS STEEL STUD (al 6" OR 12" O.C. Et . 060 =300" ° €o 120 - 1 I 125" - 20 GA GALV STEEL (t= 0381 GRADE 4 OR 0.050" ALUM ALLOY (3004 1 KEYHOLE WASHER SCALE . HALF SIZE "-" SCALE : HALF SIZE Approved as complying with the Florida B Wing ode Z Dale (13 7- ZQ� NOM OV Miscsi & J P'cc :i c Centi Dh•is .31 By • 125" 1650'1 SQ. 1/4 -20 x 3/4" MACHINE SCREW 4 SQUARE HEAD MACHINE SCREW N.T.S MAX 2 250" .101' I .094" 2 020" 3a BUILD -OUT "U" HEADER SCALE . 3" = 1' - 0" 1' 375" I313 "1660" x.188" m .09S" (TYP.) c = - == ALT. LEG 2.000.1 DIRECTION N "E" TRACK SCALE : 3" = 1' - 0" .563 -0 18 GAGE (t= 0.050" MIN.( GALV. STEEL GRADE 40 0 O L J. O I 1.250" i 1. 001 OPTIONAL STEEL BAR SCALE : HALF SIZE t Z {u 2Q Q ct :0 'Do 0 0 -J fdat scale dreg AS NOTCO� (design by I cb ( oceJ L drsrM 01 - shee 0 rr 0 rSi Mikan NEEA ow 2 200 03/06/01 1/4" MAX 1/4" MAX. W W Z J < co a cc W O J H O WALL MOUNT EXISTING STRUCTURE WIDTH UNLIMITED 1 (PERP. TO PANEL SPAN) TYP. SECTIONS el IP- 4 TYPICAL VERTICAL MOUNT ELEVATION N.T.S. r 0 OPTIONAL EXISTING STRUCTURE © TRAP MOUNT 1 TOP MOUNT PLAN VIEW 11 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 ' r n OPTIONAL ,/ '— BOTTOM MOUNT 1/4" MAX EXISTING STRUCTURE —M 0 OPTIONAL © FACE MOUNT FASTENER @ 12" O.C., SEE ANCHOR SCHEOULE FOR ANY ACCEPTABLE ANCHOR 1 -1/2" MIN. 1/2" MIN. OVERLAP -LI ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. O TRAP MOUNT \-o a r (i - i . ) OPTIONAL SEE GENERAL NOTE 7 TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" = 1' -0" -EMB '\ Z Q o 0 - \ in r I ' J ± a � Q Z O 1 I 500 ", I _ )- 0 \ / aW . cc z( • 300" 0' .625" 0 / a \ (TYPICAL TOP & BOTTOM) _ } -\ EXISTING STRUCTURE VOPTIONAL7 • 11 OPTIONAL 7 FASTENER p 12" O.C., SEE ANCHOR SCHEDULE FOR ANY/ ACCEPTABLE ANCHOR OUTSIDE n o r 0 r INSIDE 12" O.C. TYP. • (®OPTIONAL STEEL BAR 1 ON OUTSIDE OF PANELS SEE GENERAL NOTE 7 PLAN', VIEW HORIZONTAL MOUNT ELEVATION N.T.S. 81 BUILD -OUT TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) Lmax. SEE STORM PANEL SPAN SCHEDULE TABLE 1 — ___J.-1/4" MAX. 1 -1/2 " t MIN. 1 E M B . SIDE MOUNT ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING STRUCTURE as p l y ing with the Approved FtOnda 11/1_2_.0.5- I Z 2 Dee / NORM �a-1' ar: h{ismi Dade P. Coat Divi By �2 2 Z �r td V a � U .1 Q N 9 c*8 Z _y - N :L W • N 0 Neu m Z >✓ _ J 2 zW «Q Q 11 ;4°. 0 0 ..VJ. k'N A .13bons. N . PE tius A5 OVI CC l0 •co la AS NOTED design by OLe fV 0 0 peg Eph 03/06/ drawn by AV Ch.Cked b VIM drf ting no. 01 -242 sheet 2 of 10 SEE TABLE 2 GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 1" EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTUR /or! TYP. TOP & B7TOM FASTENER, SEE ANCHOR / SCHEDULE. REFERENCE � CONNECTION "TYPE 2" , CENT N ae� ►all ANGLE TO WALL DETAIL GLASS OR DOOR CONNECTION "TYPE 4" PANEL TO ANGLE DETAIL E WALL MOUNT SECTION SCALE : 3" = EMBED. OCONT. 1 to 4:CON NECTION"TYPE 4" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE 1 < / - =s- 1/4" MAX. 1 1/4 -20 MACHINE BOLT & WINGNUT @ 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 101." AND @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104". #14 TEK SCREWS OR 1/4 -20 BOLT AND NUT @(nl 12" 0.C. STAGGERED (TYP. TOP • AND BOTTOM) w. I 1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". • SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1-0" 1/4" MAX. 4 EMBED. (TYP.) ®CENT. GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (nl 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" ANO 6" O.C. FOR PANEL LE GREATER THAN 104" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" '3LASS OR DOOR MB FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 3" DGE DIST SEE CENT // EDGE DIST 1' / SEE TABLE 2 1/4• MAXI O BUILD —OUT MOUNT SECTION SCALE: 3" = 1' - 0" TABLE 2 ,,n CEILING /INSIDE O MOUNT SECTION SCALE 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. / FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 2" 1/2" 1/1." MAX t w J CO w N X E J - EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM Approved as complying with the Florida B iding Coe Z Date 0 L NOAa �-- Miami Dade prodact Conti s1 Dicisig By • • scat• AS NOTCO (design by 1 010 f dr•wing no. 1 W [dat• 03/06/01] {.:11 awn by AV (C 11•CF• a JA VJN 01 -242 L sheet 3 of 10 I SEE TABLE 2 GLASS OR DOOR— SEE TABLE 2 02/22/02 16:39 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR 2" x 6" P.T. WOOD BLOCKING THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" O.C. MAX CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS GLASS OR DOOR -- `JI1a'1 � r 0NT.1 GLASS OR DOOR FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" 0.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (al 24" 0.C. MAX. & ONE 1/4"0 THRU BOLT W/ ACCESS HOLE (al MIDWAY BETWEEN STUDS. TWO- 1/4"0 S.S. LAG SCREW (al 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO 72 P.S.F. O WALL MOUNT SECTION (BOTTOM) SCALE : 3" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER i' CO 24" 0.C. MAX. 4 EQ 'r'E w ' 4 /m 1 ,- STUCCO FINISH OR (i .. . Ir / E--,/ PLYWOOD SOFFIT i 1/ MAX. E I , I; - #14 SMS BETWEEN ' TRUSSES (a 24" 0.0 CL 3 CONT. w J 0 41 1— I w w I V11 E -J N SOFFIT CONNECTION DETAIL SCALE : 3" = 1-0" SEE TABLE 2 EMBED. (TYP.) / — FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (al 6" OR 12" 0.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) , SCALE : 3" = 1-0" EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) THREE 1/4"0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. @ 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x4"OR 1 "x6" 062" CONT. ALUM. TUBE (6063 -T6) #14 SMS p 12 "0.C. BETWEEN TRUSSES (al 24" 0.C. GLASS OR DOOR SEE TABL -E- GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 ` --1/2" TO 3/4" ALUM. SPACERS (1" 0.D. 7/16" I.O.) EXISTING CONCRETE. EMBED. 1 HOLLOW BLOCK, OR WOOD / (TYP.) FRAMING (SEE ANCHOR / SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" ?USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (a7 6" OR 12" 0.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) (TYP. TOP & BOTTOM) Q WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) I I L ACCESS HOLE (TYP.) / ( r 1/2" OR r O O i ( 3/4" MAX SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = i' -0" ice- W000 ROOF 2 "�. � � OR FRAMING METRUSS MBER 1 / I'', 1 ��� P24" O.C. MAX. ' m STUCCO FINISH OR w ;I PLYWOOD SOFFIT 1/4" MAX. (MAX. DESIGN LOAD = 56 P.S.F. ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" w J 1— w N E' J (TMB E P 2" x 5" x 1/8" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN (al 1 O.C. 1" x 4" T SEE TABLE ALUM. TUBE Approved u complying with the Florida B Date 0 Z $ t� NOA#01 0 •' 1 Miami D »dc FrFrn , .; n:t Copt: :11 •� 1 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" , (FOR , gal CONT. ,8') 1/4 -20 MACHINE BOLT & WINGNUT (al 12" 0.C. r FOR PANEL LENGTHS LESS THAN OR EQUAL TO t 104" AND p 6" O.C. FOR. PANEL LENGTHS GREATER 1 THAN 104 ". 1 . 1a) I SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. U W o L MOUNT DETAIL , -GLASS /- OR DOOR 2 MAX. DESIGN LOAD= .61.0 P.S.F. m z J J z 0 X z x E '— FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" O BUILD OUT SECTION (TYP TOP & BOTTOM) SCALE: 3" = 1' - 0" 0 iJ ... l;� li u F r ov M U CC WERIESINWEREMMall VJ. K1d Z /AC'FFSS • G CFR r- license , • 10983 lJ Z Z ,_ Las � r w v H < _o lJ d O, N VI GC Oa aW z w J r w H Z z 0 2 Z CC Q tD 0 data z O 0 U u 03/06/01 CIS _ r10iCa � ro wn bA d•eipn by [ b 0i011 vol drawinp no 01 -242 E ;,7 - 1 eet 4 of 10 EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) CO SEE TABLE 2 GLASS OR DOOR 1/4 -20 S.S. BOLTS W/ WINGNUTS @ 24" O.C. MAX. (TYP.) ANGLE \ MAY VARY di 1 6" MAX A • z J J w z Q 0 X 4 E J 1 NON - STRUCTURAL FINISH MATERIAL BRICK OR WOOD r / (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR IIII1 / SCHEDULE BASED ON CONNECTION "TYPE 2" —1/2" =:_ 1/4" MAX. (MAX. DESIGN LOAD ± 61 P.S.F.) ® WALL MOUNT SCALE 3 " = 1._0•SCALE 3 " = 1 ' -0 " 1/2" 6" 6" 1/2" I I I I L 1/4" -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 2" x 2" x 0.125" CONT. TO 4" x 4" x 0.125" 6063 -T6 ALUMINUM ALLOY OR 18 GAGE (MIN. t= 0.0478 ") GRADE 40, GALV. STEEL ANGLE O ALT. CORNER DETAIL SCALE : 3" = 1' -0" 3/8 "O HOLE FOR FASTENING PANEL 2" x 2" ALUM. STUD ANGLE GLASS OR DOOR SEE TABLE 2 ' STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" ,0 EDGE MOUNT DETAIL �'J SCALE : 3" = 1' -0" G 1a 8 "x3 "x1/4" ALUM. ANGLE 1/4 " -20 STUD W/ NUT @ 6" O.C. FOUR 1/4"0 POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. (al 4" O.C. , „ /4;. 1 -1/2 "; , ; 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE J , Z Q Min < 1/4 -20 S.S MACHINE "Z BOLT AND NUT Ew @ 12 O.C. J J — 1/4” 0 POWERS CALK -IN @ 4" O.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 0 2" x 5" x 1 /8" CONT. ANGLE 6061 -T6 ALUM. NOTES: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD = 72 P.S.F.) [ALUMINUM / ALUMINUM ANGLE X Q F in T GLASS OR DOOR SEE TABLE 2 GLASS OR DOOR SEE TABLE 2 Sj r EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. O HEADER MOUNT DETAIL SCALE : 3" = 1' -0" oc 1 1a! v w a 6 .2 "x2 "x.093 " ALUM. STUD < 3/4" PLYWOOD E J MAX. 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4"0 POWERS CALK -IN (nl 6" O.C. WITH 7/8" MiN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (Dl 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2 "0 THRU BOLT (ASTM A 325) (al 12" O.C. \---1/4"0 POWERS CALK -IN (nl 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW (al 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000 x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD s 72 P.S.F.) U "PASS THRU" DETAIL U ".2- SCALE : 3" = 1' -0" b d 1" x 2" 2" x 2" 2 "x 4" 2" x 5" OR 2' x 4" OR 2" x 6" P.T. WOOD BLOCKING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/4" MAX. X1/2" MAX. ) CONT. x 0.055" 6063 -T6 ALUM. TUBE Approved as complying with the Florida Buidiag Codc Date_O??l?- ZOO NOAN01 031 ? - Miami Dade Product Contrcl Div bi ! By t (f t 0 t1 (dar• 03/06/01, scale AS NOTED d•.ign by Ole ( drawn by •v rch.cl..d b VIKJ drawing no. 01-242 sheet 5 of 10 J EMBED. 1 -1/2" MIN —GLASS OR DOOR SEE TABLE 2 GLASS OR DOOR SEE TABLE 2 02/22/02 16:42 2" MIN. 1/4 "0 RAWL CALK -IN (ah 4•' 0.C. GLASS W/ 7/8" MIN. EMBED. IN CONC. OR DOOR OR HOLLOW BLOCK 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION a 12" O.C. FOR PANEL _ 8' -B "" AND 6' O.C. FOR PANEL LENGTHS GREATER THAN 8" -8 " EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. w J co F w w u, CONT. x E J ALT. TRAP MOUNT DETAIL SCALE : 3" = DETAIL AE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT ® C -TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" b d 1" x 2" 2" x 2" 2" x 4 •' 2" x 5" l SEE MIN. SEPARATION FROM GLASS SCHEO. x 0.055" 6063 -T6 ALUM. TUBE TABLE 2 OR2x6OR2x6 P.T. W000 BLOCKING SEE TABLE 2 L- 6 1/4"0 MACHINE BOLT (7a 6" 0.C. NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. W000 BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" COI J TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" QUARE HEAD 14 5/16" I.D. AND 1/2" 0.0. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT (GALVANIZED) ® C -TRACK ASSEMBLY - (BLOW UP) SCALE: HALF SIZE O 1 1a 0 z z GLASS OR DOOR 9 2•• x 3•• I 2" x 4" I x 1/8" 2" x 5" 6063 -T6 ANGLE 1/4 "g5 RAWL CALK -IN p6" O.C. I -1/4-20 MACHINE BOLT W/ 7/8" MIN. EMBED. IN CONCRETE & WINGNUT (7a 12" O.C.; OR BLOCK OR @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". (TYP. TOP & BOTTOM) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION ' APE 3" EMBED. ‘ gi Q W J J J � 4:5 0 1 1 2 -1/2" ®C0NT. AC STORM PANEL BUILD -OUT SCALE : 3" = 1" -0" USE OR WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675 - x .125" SQUARE HEAD FINAL LOCATION OF STUD l- 1/4 -20 MACHINE BOLT & WINGNUT p 12" O.C. OR @ 6" 0.0 FOR PANEL NON - STRUCTURAL LENGTHS GREATER THAN 104•' (TYP. TOP & BOTTOM) EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. T.� 1 1a ® C -TRACK ASSEMBLY (ISOMETRIC VIEW) • N.T.S. 141 1/2" 0.D. x 1/4" I.D. x 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.),, A ppfmed as complying with the Florida Buidiu Code Date 3 / NOMS Miami Dade Product Conti oI By VJ: IQi pl3(EI '. • E NEER A • • 10913 0 a 5 0 rdal. 0 3/06/ 0 1 , *tale AS NOTCO rd.slgn by I t Die dr•wina no. dra.+• by A V lch.cl..d by� ( VJK 01 -242 sheet 6 of 10 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE AN_..OR TYPE LOAD P.S.F. I MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SE NOTE 1) SPANS UP TO 11' - NOTE (SEE TE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE (� • [t— �N61N1,�UNUMN�IA.D� > 4 8 12 12 12 12 12 12 12 12 12 11 12 7 9 12 7 62 12 12 12 12 12 12 11 11 12 9 12 6 8 12 6 67 12 12 12 12 11 12 12 12 12 12 r I -I-I°1 10 10 8 8 8 12 12 12 12 12 8 7 6 6 6 12 12 12 12 12 6 6 6 6 6 8 8 -'- 8 8 8 12 12 --'- 12 12 12 6 6 --- 6 6 6 1 /4"m ELCO TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 72 -� 92 12 12 12 12 12 — 9 6 6 12 ! 10 8 8 12 —'— 12 12 12 10 8 6 6 112 200 *'L1111111111CAllllllllllll�' - *Lfalllll\lllllM 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEOMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,000 P.S.I. CONCRETE) 4 8 12 12 12 12 11 9 12 12 7 6 12 11 8 12 5 10 3 5 10 7 3 3 12 5 6 12 4 9 4 - 62 67 72 12 12 10 8 8 7 12 12 -1- 12 11 4 4 6 12 4 9 9 \` 4 4 7 7 3 3 5 11 3 92 -- 112 12 4 6 12 4 9 9 \ y 4 4 7 7 3 3 3 9 9. 9 • \ 4 4 4 7 7 7 3 3 3 10 3 5 9 3 2 0 0 9 4 7 3 9 c\ 4 7 * [''E] 1/4"0 W/ 7/8" 8. 1/4 STEEL (MIN. 3,000 POWERS CALK -IN EMBEDMENT -20 STAINLESS MACHINE SCREW P.S.I. CONCRETE) 4 8 12 12 12 12 12 12 12 12 12 12 12 7 8 12 7 62 12 12 12 12 12 12 11 9 12 9 12 6 7 12 6 67 12 12 12 12 11 12 10 9 12 8 12 6 7 12 6 72 - 92 12 12 11 12 11 12 8 8 12 8 12 6 7 12 6 12 9 9 12 8 12 6 7 12 6 12 6 7 12 6 112 12 6 7 12 7 12 6 7 12 6 12, 6 7 12 6 2 0 0 12 6 7 12 7 12 6 7 12 6 12 6 7 12 '6 — E - - Ij 4 8 12 12 12 12 8 12 12 10 12 5 11 3 6 11 3 62 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 1/4 "0 RAWL NAIL -IN MIN. EMBEDMENT (MIN. 3,000 _ POWERS ZAMAC W/ 1 -1/8" P.S.I. CONCRETE) 67 12 11 9 12 5 12 4 7 12 4 10 3 5 8 3 12 8 9 12 5 12 4 6 12 3 10 3 .5 8 3 72 92 12 4 7 12 4 10 3 5 8 3 10 3 5 8 3 10 3 5 9 3 10 3 5 8 3 10 3 5 8 3 112 2 00 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 I "'' L 1/4' DYNABOLT ANCHOR (MIN. 3.000 2 12 12 12 12 12 12 11 12 9 12 5 6 12 5 6 7 2 12 11 10 10 12 9 12 9 8 12 7 12 4 6 12 5 lllllln-- 1 12 12 12 12 12 12 9 8 12 7 7 7 12 12 6 6 12 12 4 4 6 6 12 12 5 5 W RED MEAD SLEEVE 8" MIN. EMBED. MBED, P.S.I. CONCRETE) 12 6 7 2 92 12 7 7 12 6 12 12 4 4 6 6 12 12 5 5 12 12 4 4 6 6 12 12 5 5 112 12 12 5 6 12 5 4 6 12 5 12 4 6 12 5 12 4 6 12 5 200 �� (MIN. - _ - 1`'1151 1 1 1 1 Y 1/4"0 ASHLEY QUICK - SET SCREW WITH 1 - 1/4" MIN. EM8EDMENT 3.000 P.S.I. CONCRE 1E) 48 - 6Z 6 7 12 12 12 12 7 12 11 10 12 5 10 3 6 10 3 12 12 12 10 10 9 9 7 _. 5 5 12 12 12 - 12 _ 9 7 - 6 5 5 -- 4 — 3 3 12 12 5 4 7 7 12 12 4 4 9 9 1 7 7 7 -- 7 ___ 7 7 - 3 3 3 .— 3 _._ 3 3 12 - 12 — 10 9 8 — 4 — 3 ' 11 — 9 -- 9 9 6 11 3 — 3 _.._. 3 3 9 — 9 9 9 72 - 92 _ 5 _ 5 5 7 __ 7 7 112 200 1/4"0 DROP SIDEWALK HEAD) MIN. (MIN. 3.000 : "' .._.._.;.1 POWERS RAWL B. 1/4 - 20 BOLT (3/4"0 w/ 1 - 1/4 - EMBEDMENT P.S.I. CONCFICIE) 4 8 Y 62 - 67 - -- - -- 72 - . — 92 •- -- 112 12 12 12 - -• 12 -- 12 12 12 12 12 12 _ - . 12 -- 12 - 8 7 12 - 12 12 — .__ 12 - ., 9 ' 8 7 12 12 12 12 - _ 12 -' 12 12 12 12 12 - . 12 — 11 -- 9 8 12 12 12 ._ - . 12 .-- 12 -` 12 12 12 12 12 11 __ 7 --.- 7 7 12 10 10 -- 9 — . — 7 -- 7 7 12 12 12 12 12 12 12 12 11 11 — . 10 8 8 8 12 12 12 ___ 12 — ....__. 12 - ..- 12 12 9 7 7 --- 7 7 -- 7 - 7_ 8 - 7_ 7 -- -.. 7 --- 7 -_ . 7 ._ 12 12 12 --- 12 _.. - . 12 ._-. 12 . 9 8 6 --- 8 - 8 ___ 8 8 _ 200 Atom 13 O G o�r R. • C1 0 0 • r a i0 I/ 17/02 TES1M0 1 SCCO COrw 1 7 02/22/02MA9 COUNTY COMHEM7S I ANCHOR NOTES: 1, SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. r� i 0_063" ALUMINUM STORM PANEL 1889 Mlrt 2)415V :et Par/r4 Ptah., FL 33080 NA an utacturing Fc (g54)4W -G5 3TORV PARELS • RAINBOW PRCCUCTS ' I171(A"e ' r"I CCf'1 MADDEN ( KNEZEVICH & ASSOCIATES, INC C ONSULTING ENGINEERS • PRODUCT T ESTING 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL' (954) 382 -2800 • FAX (95A) 382 -2989 • FLORIDA COA #3205 WEBSITE: V WW.KN2EVICH.COM • E-MAIL KAfy`ILMEZFVTOLCOM (COPYRIGHT C 2002 KNEZEVICH & ASSOCIATES. INC, FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPACING (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK 1 . 1 � 1'. 7,7.: ` \M \MM a 1 /4 "0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 48 12 12 9 12 5 12 8 7 12 3 7 4 7 62 12 10 7 12 4 9 3 5 9 3 6 r 3 5 L � f// 67 11 11 7 6 11 3 3 8 8 3 5 4 8 8 f e Ir / 6 6 6 6 6 r' 1 , A r 3 3 3 3 3 5 5 5 5 5 72 5 6 11 92 8 7 6/ 3 7 5 4 3 8 6 5 f / 6 6 6 3 3 3 5 / 5 5 112 200 *D111111111CAlllllll1l1l illlZlllL .m.)„. MALE/ W/ MACHINE NUT 4 8 12 12 11 12 8 12 8 12 5 11 6 11 3 62 12 12 9 12 6. 12 6 12 4 10 5 8 3 6 7 12 10 8 12 5 12 6 12 4 10 5 8 3 1/4"0 ELCO FEMALE "PANELMATE" 1 -1/4 MIN. EMBEDMENT 8 174 -20 SCREW WITH 72 12 8 7 12 5 11 5 11 4 10 5 8 3 92 12 4 6 12 4 9 4 7 3 10 5 8 3 112 10 3 5 9 3 9 4 7 3 9. 9 A 4 4 7 9 3 3 200 9 4 7 3 9 4 7 3 * in 1 /4"0 POWERS W/ 7/8" EMBEDMENT 8 1/4 -20 STAINLESS STEEL MACHINE it CALK SCREW -IN 4 B 12 12 10 12 6 12 7 12 5 9 4 9 3 6 2 12 12 8 12 5 12 5 12 3 8 4 6 /: 67 12 9 7 12 4 11 5 11 3 8 8 8 % 8 6 // �� 4 r /// i /, �0 4 6 72 12 7 6 12 4 10 8 r 5 4 10 6 3 92 11 4 5 11 3 4 6 112 9 8 �" // 4 4 0 6/ . 8 8 /} //, �'• 4 4 6 6 / 4 6 ' / ' / 2 0 0 a 48 12 12 10 12 5 11 9 8 7 3 3 � ,� 7 5 5 4 11 9 8 7 3 f' 7 6 6 6 0, Fl 4 4 4 4 7 5 5 5 1 9 " �/ 62 12 9 7 12 4 3 3 ( t� 67 7 7 11 1/4 "0 POWERS NAIL-IN L W/ 11 1-1/8" MIN. EMBEDMENT 72 92 5 6 10 3 5 4 4 8 6 ' 5 / / 6 6 6 I J l�.� 4 4 4 5% 5 5 / 6 6 ' 6 � 4 4 4 5 5 5 112 6 6 j .//,, 200 Ill 1/4'0 DYNABOLT ANCHOR 48 12 12 8 12 6 12 6 12 4 9 3 9 3 62 12 12 6 12 5 4 11 10 4 4 11 10 3 3 8 8 or • 3 3 6 6 j / autnn► -•� 67 12 9 6 12 ITW RED HEAD SLEEVE MB1 /8" MIN. EMBED. 72 12 7 5 12 4 9 4 9 3 r, 8/ 8 8, 8 ,/4 P O f 3 3 3 3 6 6 6, 6 92 10 3 4 10 3 8 8 8 9 3 3 3 6 • 6r 6 112 8 , 8 / 3 3 7 6/ 2 0 0 4 8 12 12 12 12 7 12 11 10 12 5 10 3 6 10 3 62 12 12 10 12 6 12 5 7 12 4 9 or, 7 3 ___ 1 11 1 1 1 tij 11�11,111,1�11\I,II.ti� 1/4 "0 ASHLEY QUICK - SET SCREW WITH 1 - 1/4" MIN. EMBEDMENT 67 12 12 10 8 9 9 12 12 5 5 12 11 9 9 9 4 4 T // / / 7 6 5 5 5 12 4 9/ 9 9/ 9 9/ S 5 5 7 7 7 __ 7 7 3 3 3 _ 3 3 72 11 7 7 7 3 3 _ 3 3 92 12 4 7 12 4 112 10 3 5 5 9 7 3 3 200 9 / KNEZEVICH & ASSOCIATES, INC CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSRY DRIVE, SURE 180 • FORT LAUDERDALE. R 33322 TEL t954) 382.2800 • FAX: (954) 382.2989 • FLORIDA CAA 03205 WEBSITE: WWW.KNEZEV1CH.COM • E-MAIL KASKNEZEV1C11.COM OPYRIGHT O 2002 KNE2EVICH 8 ASSOCIATES, INC a 0 m • • • <o N • 2 • 0 0 • 1• .< 0 0 o• 0 • 0 revis ons • dote b 1 lion OD TESTING S &000 COMM 2 '2/22/0. Al COUNTY COMMENTS ANCHOR NOTES: 1. SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. I 0.063" ALU 1%4 II N U M STORM PANEL MADDEN manutacturIr, Fm( ( 4 341160 -0561 lee N.I4.2.2rd5trett S1DR„ P/WEL9 • RAl18pW PRODUCTS "filirthffe` i FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX. SPACING (IN.) REO'D FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO (SE NO 1) SPANS UP TO (SE NO 1) ) SPANS UP TO 11 - T (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M 48 12 12 12 12 12 12 12 10 12 11 12 7 6 12 7 62 12 12 11 12 12 12 11 8 12 9 12 6 6 12 6 67 12 12 10 12 11 12 9 7 12 8 12 6 6 12 6 t /4`0 x MIN. 3 - LONG LAG SCREW W/ MIN. 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR 70 W000 GRAIN 72 12 12 9 12 10 12 8 7 12 7 12 6 6 12 6 92 12 9 7 12 8 12 6 6 12 6 12 6 6 12 6 112 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 200 12 6 6 12 6 12 6 6 12 6 12 6 6 12 6 48 12 12 12 8 12 12 /// 12 5 11 3 7 11 3 62 12 12 12 6 12 5 12 4 10 3 7 3 I ilI„II III 11111 67 12 11 12 5 12 6 12 6 10 3/ 7 3 7/16'0 WOOD BUSHING W/ 5/8" MIN. EMBEDMENT 13.1/4-20 STAINLESS STEEL MACHINE SCREW 72 12 8 12 5 12 4/ 12 3 10. 3 7 3 92 12 4 12 4 10 3 7 3 10 10 10 3 3 3 // /! /// 7/ 7 7 7 3 3 3 112 10 3 9 3 10 10 3 3 / l// 7 7 3 3 200 10 3 7 3 * 01111111tH\ UMW .= 48 12 12 12 12 12 12 12 12 12 12 12 8 9 12 8 6 2 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -7/8 MIN. EMBEDMENT 8.1/4-20 MACHINE SCREW WITH NUT 72 12 12 12 12 12 12 9 10 12 8 12 6 8 12 7 92 12 10 10 12 9 12 6 8 12 7 12 6 8 12 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 7 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 01/17/02 10:07 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2.ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 4_MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS 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. 7.MACHINE SCREWS SHALL HAVE - MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 8. ` - DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *9. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6" O.C. OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. *10.4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. APPTQ as complying with the Florida ode / Zng � 0. 2 NOA• • 0 S. ,Control Miami Qade Product Di�•hi By c 0 2 ti s 0 O O z CC� g [data 03/06/0 ( NOTEO)(° •v I'�" bAv a•ugn •ck•° y� v ih b °r•wing no 0 1 -242 sheet 9 of 10 KNEZEVICI YJ. KNU u 0 W z O h O f19 /77 /f19 1R- 4R NOTES, ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABuLATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. Approved as complying with the Florida B. Wing Code Date •3 ?- Z•• NOA# • - I VIA Miami Dade Product Control DIN By fdat• 03/06/ sat• AS NOTCO (design by Ole (drawn by AV (chocked byj 4 v ,cJ draring no. 0 1 -242 t sheet 10 of 10 1 0.063" ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (P.S.F.) FOR MOUNTING CONDITIONS E. G. H. I. 1. K, K1.L &N FOR MOUNTING CONDITIONS W. Y. Z, AB. AC &AD MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) L MAX. (FT -IN) L MAX. (FT -IN) 3 0.0 11 - 11 10 - 6 35.0 11 - 5 10 - 4 40.0 11 - 1 10 - 0 45.0 10 -9 9 -8 48.0 10 -7 9 -6 50.0 10 -5 9 -5 55.0 9 -8 9 -2 60.0 8- 10 8 -9 62.0 8 -7 8 -7 65.0 8 -2 8 -5 67.0 7 -11 8 -2 70.0 7 -7 7 -10 72.0 7 -6 7 -7 75.0 7 -5 7 -3 80.0 7 -1. 6 -10 90.0 7 -2 6 -1 100.0 6 -6 5 -6 110.0 5 - 10 5 - 0 112.0 5 - 9 4 - 10 120.0 5 -5 4 -6 130.0 5 -0 4 -2 140.0 4 - 7 3 - 11 150.0 4 - 3 . 3 -8 160.0 4 - 0 3 -5 170.0 3 -9 3 -2 180.0 3 -7 3 -0 3- 0 19 0.0 3 - 5 2 - 10 200.0 3 -3 2 -9 YJ. KNU u 0 W z O h O f19 /77 /f19 1R- 4R NOTES, ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABuLATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. Approved as complying with the Florida B. Wing Code Date •3 ?- Z•• NOA# • - I VIA Miami Dade Product Control DIN By fdat• 03/06/ sat• AS NOTCO (design by Ole (drawn by AV (chocked byj 4 v ,cJ draring no. 0 1 -242 t sheet 10 of 10 1 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (P.S.F.) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) i BAR NO BAR NO BAR 30.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 - 3/8 2 -3/4 1 -1/8 5 0 2 -3/8 2-3/1. 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -3/8 8- 8 2 -3/8 2 -3/4 1 -7/8 11 - 11 4 -1/4 4 -1/4 3 -5/8 40.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2-3/1. 1 -1/8 5- 0 2 -3/8 2-3/1. 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 10 - 9 4 -1/4 4 -1/4 3 -1/4 50.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 - 3/8 2 -3/4 1-1/1. 5- 0 2 -3/8 2 -3/4 1-1/4 7 - 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 -1/4 9- 7 4 -1/4 4 -1/4 2 -7/8 60.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 - 3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2-3/1. 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -1/2 8- 8 2 -3/8 2 -3/4 2 -3/8 8 9 4 - 1/4 4 - 1/4 3 -3/8 70.0 3- 0 2 -3/8 2 -3/4 1 -1/8 4- 0 2 -3/8 2 -3/4 1 -1/4 5- 0 2 -3/8 2 -3/4 1-1/1. 6- 0 2 -3/8. 2 -3/4 1 -5/8 7- 0 2 -3/8 2 -3/4 2 -3/4 7 - 10 4 -1/4 4 2 YJ. KNU u 0 W z O h O f19 /77 /f19 1R- 4R NOTES, ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABuLATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. Approved as complying with the Florida B. Wing Code Date •3 ?- Z•• NOA# • - I VIA Miami Dade Product Control DIN By fdat• 03/06/ sat• AS NOTCO (design by Ole (drawn by AV (chocked byj 4 v ,cJ draring no. 0 1 -242 t sheet 10 of 10 1 373Q MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date I L) Time Type Insp'n 5Y)(*(3 Permit No.2003 — 13 00 - Name Vi'110011' Address 115 1 G 5- Company 2�� Phone # 3(S 52S - 21ST For inspector: 3( Q I1 Name & Date Approved Correction Re- Insp'n Fee ❑