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SHUTTERSBUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Tenant/Lessee Name Buildin 6 $ Value of Work For this Permit 3 4- Oo Number of: Bays Stories Type of Work: ['Addition ['Alteration County Escrow Fee $ Education/Training Fee $ Code Enforcement $ Bond $ Minus Plans Check Fee $ Tota Miami Shores Village Building Department Electrical Plumbing Mechanical lg Job Address (where the work is being done) 1 15 !y. E - q41 S ,4 &T. City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO L"" ermit Fee $ ,ch$ Permit No. Master Permit No. Zip 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Roofing 3 05 - 7.56 -6106 t Owner's Name (Fee Simple Titleholder) / li G" i T Phone # Owner's Address HS /y E - q 4 City frP/9/41 S.4'00055 State 1" _ Zip 3 3 / 3 8 Phone # 3 313 Contractor's Company Name Phone # Contractor's Address City State Qualifier Zip Architect/Engineer's Name (if applicable) - Phone # Architect/Engineer's Address City State Zip Square Footage Of Work: Families Bedrooms Baths ['New ❑ Repair/Replace ❑ Demolition o Describe Work: ild4 ;G4 �/��/r - � ILf41rn4 pAeAge,s CJa;:k Fin 1 17► 9 0 et ej Notary $ " (X) Scanning $ Radon $ Struct. $ 'eeNowDue$ 7 7 . . V P C 1Cr i C Q 13Q • CO (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City 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 certzfied 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 , I , Signature Owner . Agent Contractor The foregoing instrument was acknowledged before me this ( The foregoing instrument was acknowledged before me this ,20 who is personally known to me or who has producedL)(( , who is personally known to me or who has produced day of 4(1,4_, 20 L22, by01 1 41 Ylt n V1aof NOT Sign: Print: My Commission Expires: chc7/7/o3 As identification and who did take an oath. as identification and who did take an oath. 1. Commission #DD231984 Sign: Print: My Commission Expires: (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. APPLICATION APPROVED BY: 03 ! 4 i , + ,< _ Mabel Varga OTARY PUBLIC: State Zip Bonded Thru AUG 1 1 2003 Plans Examiner Engineer Zoning • JWNER BUILDER DISCLOSURE STATEMENT I [ t iZ P4-,I .1 being the legal property owner, for the property Located at: / l 5 t`7 Lam- q 5r /li QMi A490,5 . j f - - 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),,gnd I have read and understand the following disclosure Statement, which entitles me to' ,brk 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 ( ) Was acknowledged before me this 0` day of 20 BY 1' Produced Dr i uty ( -L _ Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT DISCLOSURE STATEMENT initial of reviewing clerk. The foregoing instrument who is personally known to me or who has as identification and who did take an oath. Notary 11 1 0 115 11.x 9 Sr. 11 0oe6, , 33/38 6 • '1 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOM) Madden Manufacturing Co. 1889 N. W. 22' Street Pompano Beach, FL 33069 SCOPE: ■IAMI -DADE COUNTY, FLORIDA NIETRO-DADE 1: LAGLI {R 131111.DING 140 WEST FLAGLER STREET, SUITE I(03 MIAMI, FLORIDA 33130 -1563 (3115) 375 -2901 FAX (305)375-290S 1 his NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by h•liami -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 Al IJ (in areas other than \li: 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 inmcdiatcl■ 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 00 -350, titled "0.050" Aluminum Storm Panels ", sheets 1 through 10 of 10, prepared by Knezevich & Associates, Inc., dated March 6, 2001, last revision 142 dated February 19, 2002, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the hlianu -Dade County Product Control Division. !\'1 1SSILE IMPACT RATING: Large and Small Missile Impact 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 ofthe Building Official. This NOA revises and renews NOA # 98-1110.03 and consists of this page I as Novell as approval document mentioned above. The submitted documentation \vas reviewed by IIclmy A. i'1akar, P.E. NOA No 01- 0313.20 Expiration Date: 03/13/2008 Approval Date: 03/21/2002 Page 1 f s 3 L ABEL LOCATION t`t 1 0312" 0 0 02/19/02 15:14 125" (TYP) 5 00" MAX O ANGLE SCALE : 1/4 4 0.93' 11.250'1 1.1251 12.00" COVERAGE 15.269" ALUMINUM O STORM PANEL SCALE : 1/4" = 0' -1" ALT. STUD DIRECTION 0 0 2.015" 1/1.-20 MACHINE SCREW STUD p 6" OR 12" 0.C. .125" (TYP.) 5.00" MAX 0 STUDDED ANGLE SCALE : 1/4" = 0' -1" LABEL LOCATIO 0 0 1.0312 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 -014, 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 DR 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 ". t 2 015" 537' 6.00" COVERAGE 9.065" I T N% ALUMINUM a HALF STORM PANEL SCALE : 1/4" = 0' -1" O ANGLE SCALE : 1/4" = 0" -1" 18 GAGE (t= 0.050" MIN.) GALV. STEEL GRADE 401 1 4-093" 125" ALT. STUD DIRECTION .375" :D' . 313 ";.660 Q I .090" (TYP.) .188 7a "F" TRACK 7b BUILD - OUT "F" TRACK O SCALE :1/4" = 0' -1" SCALE : HALF SIZE OPTIONAL STEEL BAR SCALE : HALF SIZE O "h" HEADER SCALE : 1/4' 93" TYP. 1/4 -20 MACHINE SCREW STUD (Ol 6" OR 12" O.C. O STUDDED ANGLE SCALE : 1/4" = 0' -1" 09(1 - ir 1.520" z _____,890" . .375"" R -, j 500" t (f - 1 I j•090" b 0 ..215 "' x'.060" .315" R 4_ SYM. NI 0 o llllll N 3.375" MAX. 3 000" /, I - 0.125 1 .. TYP. t- - - - ��� .165" 1 -'a .650" (320 " /--, 2 250" 042" I 1 , i P ) iR .250" "U" HEADER SCALE : 1/4" = 0• -1" .8890 " By 500" - r u+� O 6a Z -STUD TRACK SCALE :3 " =1' -0" 1/4" -20 x 3/4" ml .095' STAINLESS STEEL ' (TYP.) STUD p 6" OR 12" 1 �- O.C. ALT. LEG , 1 2.0001 DIRECTION .085;, ink v,■- � ; o; �I f • S UVA' I 215 "' ZAMAC WINGNUT SCALE : HALF SIZE Approved as compt)iog with the Florida Boldly Code Dat O 'L MOAN Missal Dade Product Cyatrol DI% • .090" 060"3.00" MAX. 2 250" i 0;0 ' .120 "( I .125" II O CN I 1v 6"; "U" HEADER SCALE :1/4" = 0' -1" O "E" TRACK SCALE : 1/4" = 0' -1" 20 GA. GALV. STEEL (t= .038 ") GRADE 40 OR 0.050" ALUM ALLOY (3004 KEYHOLE 0 0 WASHER SCALE : HALF SIZE o " - f . 125" j,6501,, SQ. 1/4 -20 x 3/4" MACHINE SCREW • .094" .094" of 062" 0 1 2.020') 250 .375" X 13_ "1660" 1.188" ,563"0 (.1 2 C" TRACK (FINISH) 1 "C" TRACK 14 SQUARE HEAD MACHINE SCREW SCALE : HALF SIZE SCALE : HALF SIZE O N.T.S H34) T U z z, S W v • S < S co • i ti U [� 7 W� R < ►- 7 Q a o O . • O ) i j C/1 � 1' 1./Pm Q i w r u V I - m k W o • r ND z w m N Z p c 0 N • i 0 cc i FL L' P s gig. 4 � V.J. KNE /E -VICH R PROFESS'G L (NOINEE on • a No: O 983 Z002 03/06/011 In " ( OrAVn by 1 1, Y i AS NDTLDd A L Cesrgn byl checked byl V - 1 � - - 0 30 _: Sheet 1 of 10 1 • .ul 1/4•• MAX. 1/4" MAX.- 02/12/02 09:53 t EXISTING STRUCTURE O PTIONAL SEE GENERAL ICID NOTE 7 EXISTING STRUCTURE WALL MOUNT © TRAP MOUNT WIDTH UNLIMITED ■ (PERP TO PANEL SPAN)! TYP SECTIONS. OPTIONAL r SEE GENERAL L NOTE 7 TYPICAL VERTICAL MOUNT ELEVATION N S. TOP MOUNT I j�l II ! I VIEW i a li OPTIONAL STEEL BAR ON OUTSIDE iii OF PANELS - `• SEE GENERAL ;1) NOTE 7 I f i , . BOTTOM MOUNT L OPTIONAL SEE GENERAL NOTE 7-7 — —/ EXISTING � � ` 1 1aI STRUCTURE // U SCALE 1 -1/2 = V-0" 1/2" MIN OVERLAP -.. 1.00" cc 625' m N / a (TYPICAL TOP & BOTTOM) 300 " 0 FASTENER ( 12" 0 C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1-1/2/ I MIN. EXISTING ALUM ANGLE CLOSURE PIECE / STRUCTURE 2" x 5" x .125" MAX. ' I EMB. O TRAP MOUNT r 11 OPTIONAL SEE GENERAL 1/4" MAX r r C— NOTE 7 O FACE MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEWS) +i OPTICNAL STEEL BAR ��- ON OUTSIDE OF PANELS SEE GENERAL NOTE 7— • O J z a 0 0 H z J z 1- U Lrtax SEE STORM PANEL SPAN SCHEDULE TABLE 1 PLAN VIEWi HORIZONTAL MOUNT ELEVATION N TS. 611) OPTIONAL SEE GENERAL NOTE 7--) - SIDE MOUNT --\ - -- — --- 1 /4'•MAX. 1 . • / ,---ALUM ANGLE CLOSURE PIECE I/ 1 x 2 " x .125'• MIN. TO MIN 2" x 5" x .125 "" MAX I I EMB ~!'y /7//,/ Y/ FASTENER (D 12 " 0 C.. SEE / ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR-- ' B1 BUILD -OUT )11)0P SEE GENERAL NOTE 77 OUTSIDE 1 2 I INSIDE 12" 0.0 TYP. TYPICAL BAR ATTACHMENT 1 � 1 BY (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) EXISTING STRUCTURE Approved as complying wit!] t o Florida B tng ode Dote O3 /2.I1Z Z- NOA L Mia®i Dade Pandnc4 Control Divisi0 (F•PCFESSI /? FL L lase 2OOZ r 93/06/01 �•c�u dr+vn by -- 1 ;NOr(J'L •�I I - O�s�q b/ I dl c.ed by� v h 1 v/K i 00 -380 :next 1 of 10 A , 02/12 02 09:53 SEE TABLE 2 GLASS OR DOOR V) O w 0 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 EMBED. (TYP.) 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 2 EMBED. fV� •■I CONT. L 6 CONT. ANGLE TO WALL DETAIL O WALL MOUNT SECTION SCALE : 3" = 1' -0" CONT. x SIDE CLOSURE RECTO. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" 1/4" MAX. • 1/4 - 20 MACHINE BOLT & WINGNUT (a1 12" 0.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 101." AND O 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104". PANEL TO ANGLE DETAIL i SEE ANCHOR SCHEDULE. REFERENCE it CONNECTION"TYPE 4' — #14 TEK SCREWS OR 1/4 -20 BOLT AND NUT @ 12" 0.C. STAGGERED (TYP. TOP AND BOTTOM) i - —1/4-20 MACHINE BOLT & WINGNUT (nl 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 101." AND @ 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104 ". 1/4" MAX 1/4 -20 MACHINE BOLT S. WINGNUT @ 12" 0 C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND (n1 6" 0.C. FOR PANEL LENGTHS GREATER THAN 104" GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3" - GLASS OR DOOR ¶- FASTENER, SEE ANCHOR \ SCHEDULE. REFERENCE \ CONNECTION 3' P 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" Al SEE TABLE 2 1/4" MAX O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" 1/1." MAX. EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM Appro•ed u comphing with the Florida Duping Code Dateo,? J2) /2 Z. NOMt i -n317• L Miami Dade Ptodnct Control Dnbi By, 2 D Zi 22 QQ 60 N I— O 0 0 v ate i a i V.J. KNE: E C H ?(WTESS1 ( rL L c . N p . • 983 2002 3/06/01 sc3l• dr�vn OY ♦S MOTCOI ♦V rd<— i,Qn f .ch.d b,j vie() — driving no. 1 00 -380 s heet 3 of 10j , 1 J SEE TABLE 2 GLASS OR DOOR— SEE TABLE 2 02/12/02 09:54 1 "x4 "x0.055• "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. (a> 24" 0.C. MAX. CONT. 4" x .250" ALUM. PLATE OVER WOOD MEMBERS GLASS OR DOOR— ED `--FOR WOOD BLOCKING USE 1/4"o S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING (a 12" O.C. FOR ALUM. TUBES USE 1/4"O S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (al 21." O.C. MAX. & ONE 1/4"0 THRU BOLT W/ ACCESS HOLE @ MIDWAY BETWEEN STUDS. TWO -1/4"0 S.S. LAG SCREW p 24" O.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" 1/2'1 -1/2•_ CONT. WOOD ROOF TRUSS OR FRAMING MEMBER 21." O.C. MAX. STUCCO FINISH OR PLYWOOD SOFFIT 1/4" MAX. ti —#11. SMS BETWEEN TRUSSES p 24" O.C. CONT. L , I m Q1 w XI EI J! N SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" GLASS OR DOOR SCALE : 3" = ,-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) 1/ ti EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) THREE 1/1."0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x 1." OR 1 "x6" 062" CONT. ALUM. TUBE (6063 -T6) #14 SMS @ 12" O.C. BETWEEN TRUSSES p 24" 0.C. GLASS OR DOOR SEE TARE= 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 V (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (nl 6" OR 12" 0.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) \ l (TYP. TOP & BOTTOM) © WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) SCALE : 3 � j i STUCCO FINISH OR r.i�PLYWOOD SOFFIT sf EMBED.' (TYP.) I-ACCESS HOLE (TYP.) 3 CONT c SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = 1' -0" WOOD ROOF TRUSS OR FRAMING MEMBER p24" O.C. MAX. s 1 1/4" MAX. (MAX. D GN LOAD = 56 P.S.F. @ ALT. SOFFIT CONNECTION DETAIL SCALE : 3 = 1' -0" x 1/2" OR �I 3/4" MAX. 1 _/ Approved as complying with the Florida Bolding Code Dote OS/ 2 /2C0 Mi.wI Did Product Control Divu By EXISTING CONCRETE, [ HOLLOW BLOCK, OR WOOD FRAMING /too — FASTENER, SEE ANCHOR SCHEDULE RE ERENCE CONNECTION "TYPE 5" r-- / 7 OR 7a CONT } I 1 2" x 5" x 1/13" ALUM. PLATE (6063 -T6) INSIDE EACH SIDE. FASTEN W/ 8 # 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN dal 1" O.C. 1 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. L WALL MOUNT DETAIL SCALE : 3" = 1' -0" 1" x 4" 1 SEE TABLE 2 ALUM. TUBE 1— z 7bl ASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" MAX. DESIGN LOAD= =61.0 P.S.F. O BUILD OUT SECTION (TYP. TOP & j) BOTTOt SCALE: 3" = 1' - 0" Uz z$- _ N w wu I• D Q - 0 " d 0. (1) r1 Q =w U >_ W J N 7 w °, Z z 2 ZJ Q 2 _ cc O O OU) O sat - -- DZI t LL V.J. KNEZ VIC PrnorESSIUr4• EN' f En FL LI on • No: PE 0 983 • • 2002 3/06/01 • aalc 'dr,.�n Dr^ ASNOTCD I ♦V id.•wn ncn r •cr..d V.14 , V1K er•nq no 00 -380 i w r sheet 4 or 10J EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE v OF STRUCTURE) N / /MBE 1 i • 1111 SEE TABLE 2— GLASS OR DOOR a 1a 1/4 -20 S.S. BOLTS W/ WINGNUTS @ 24" O.C. MAX. (TYP.) 02/12/02 09 :54 \O ANGLE )r MAY VARY -- NON - STRUCTURAL FINISH 6" MAX. MATERIAL BRICK OR WOOD ELCO (T.V.A.S.) PANELMATE ;' FASTENER, SEE ANCHOR 11 / SCHEDULE BASED ON CONNECTION 'TYPE 2" =4.__,,7-1/4" MAX. 11 1 (MAX. DESIGN LOAD - 61 P.S.F.) ® WALL MOUNT SCALE : 3" = 1' -0" 6" 1/2" 11 ► A L 1/4 " -20 STUD INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' -0" 0 j — 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 "0 HOLE FOR FASTENING PANEL �2" x 2" ALUM. STUD ANGLE U 1a 'LT f '1' `l -`" 6 1 f4 a' JAIL _ A SEE TABLE 2 / 7 � / N r N % / EMB `/ GLASS OR DOOR STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" FOUR 1/4 "0 POWERS CALK -IN ANCHORS W/ . 7/8" MIN. EMBED. N IN CONC. la 4" 0.C. 1 -1/2 "; i 4-1 -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 - Z�I 4 a. &I X 11 Q 1/4 -20 S.S MACHINE xZ' BOLT AND NUT ' (ol 12" O.C. J O EDGE MOUNT DETAIL SCALE : 3" = •1' -0" ! 8" x 3" x 1/4" ALUM. ANGLE r-1/4"-20 STUD W/ NUT @ 6" O.C. r 2 "x3 "x 1/8" ' ALUMINUM ANGLE .1 XI rnI Q. -1/4" 0 POWERS CALK -IN @ 4" 0.C. W/ 7/8" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. X12" 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 s 72 P.S.F.) GLASS OR DOOR GLASS OR DOOR— SEE TABLE 2 -f •T ! EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING / // 1 i IMAX. DESIGN LOAD • 72 P.S.F.) U "PASS THRU" DETAIL U SCALE : 3" = 1' -0" L • 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 Zr 11 z w J J z .‘-62'. 2" x 2" x 093 " X U ST ) —"— m 'MAX 1/8" TILE E [ -- _ J ` FINISH MATERIAL a 0 3/4" PLYWOOD 2" x 4" x 1/8" CONT ALUM. TUBE (6063 -T6) 1/4"0 POWERS CALK -IN (G7 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW ® 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2"� THRU BOLT (ASTht A 325) (al 12" 0.C. ' — 1/4 "O POWERS CALK -IN 9 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"O LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000 `2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 b d 1 "x2" — 2 x 2" 2 "x4" 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. I1/2" MAX. r•\ 2 CONT. w x 0.055" 6063 -T6 ALUM. TUBE Approved as complying pith the Florida BuWing Code DateJ13iZI 20 NOAMO1 Miami Dade Product Control Div' • n By N n c 0 O FLLI Ht: 0 5 0 B 5 0 y z 0 0 0 i o u g •7- 41111.11.6— V.J. KNEZEy Pr.OFESSIONN.NG:. E •.'� 98 3/06/0 stsl• ldrown by wS nolEUj fdfapn by th•cked b1 vsK 1I v1K dr AwinQ nn 00 -380 sheet S of 10 1 1-1/2" MIN GLASS \ OR DOOR SEE TABLE 2-- ALT. TRAP MOUNT DETAIL SCALE : 3" = 1'-0" SEE TABLE 2 02/12/02 09:55 2 MIN • ,/ -1/4".1 . RAWL CALK-IN p 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 p 12" O.C. FOR PANEL s 8'-8" AND 6 0.C. FOR PANEL LENGTHS GREATER THAN 8'-8" w w CONT. -J -A, w -J GLASS OR DOOR— MBtd EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. Via) -DETAIL AE I.LJ U.J X! rol El 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 FROM GLASS SCHED. T S A EEM E 1N 2 2" x 5" . SEPARATION ;.: x 0 055" 6063-T6 ALUM. TUBE BL 1" x 2" 1, OR 2 x 4 OR 2 x 6 P.T W000 BLOCKING / / --- SEE TABLE 2 1 • / ) / 21111,.. d ( 1/4"ca MACHINE \ BOLT © 6" 0.C. \---1/4"0 RAWL CALK-IN p6" 0.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR BLOCK NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. CD ALUM. TUBE BUILD-OUT SCALE 3" = 1-0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT /-\111a 1/4-20 x 3/4" MACHINE SCREW WITH .675" x .675 x .125SQUARE HEAD (: E - 1 5/16" I.O. 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 GLASS OR DOOR ( a; EMB 1/4-20 MACHINE BOLT & WINGNUT @ 12" 0.C.; OR p 6" O.C. FOR PANEL G LENTHS GREATER THAN 104". (TYP. TOP & BOTTOM) 3:4 o • iJ _J OI L) IA— z10 3;; ApproNeil a-' complying xlith the Florida Balding Code Noe /7-1 / WO 2 NOAMO 0311•002, Miami Made Product Control DivbIO By . • 1 : r6- CONT.- 1 ) x c i. x 1/8" — \ ' . . , . , • 12" x 5" 6063-T6 ANGLE -. . • , • , . . - FASTENER, SEE ANCHOR'. ; 11 CONNECTION"TYPE 3" SCHEDULE REFERENCE : s- i US E Ft' 1/4-20 x 3/4" MACHINE SCREW WITH .675" x .675 x .125" SQUARE HEAD '-FINAL LOCATION OF STUD •-• UJ , CO 4, 1 U.1 xi / C-TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. 1 \ - 1/ 4 MACHINE BOLT • - . • % — .,--7,"" & WINGNUT @ 12" 0.C. ..:-.-. \ i i OR @ 6" 0.0 FOR PANEL , '-- \ LENGTHS GREATER THAN 104". NON-STRUCTURAL\ (TYP. TOP & BOTTOM) I , ‘--0, i 2-1/2"1 EXISTING CONCRETE, • HOLLOW BLOCK, OR WOOD . FRAMING NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. STORM PANEL BUILD-OUT SCALE : 3" = V-0" —1/2" 0.0. x 1/4" x 3/16" / NYLON BUSHING OR 1/4-20 S.S. NUT Z 62 (j) wn LI- 1 1— D 0 0 . vl c < x - _ o > _ N o z V.J. KN P prIMESSI date 0 vI x z 0 0 A ZOO? 03/06/0 at L t) i 1 VJKJ no 00-380 Of.....rig % fleet 6 o I' 10 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (id) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO S' -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. S CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE 48 12 12 12 12 12 12 12 12 12 11 12 9 10 12 8 62 12 12 12 12 12 12 11 11 12 9 12 12 6 6 8 8 12 6 P = 1/4"01TW TAPCON OR 1/4"0 ELCO TAPCON W/ 1 - 3/4 MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 67 12 12 12 12 11 12 9 10 12 8 12 6 72 12 12 12 12 10 12 8 9 12 7 12 6 8 12 6 92 12 9 10 12 8 12 6 8 12 6 12 6 8 12 6 112 200 12 12 6 6 8 8 12 12 6 6 12 12 6 6 8 8 12 12 6 6 12 12 6 6 8 8 12 12 6 6 *r1\\\\\;- ' IlllllUllllaL 1/4•'0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 MIN. EMBEDMENT 3. 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 4 8 62 12 12 12 12 12 10 11 9 8 12 12 12 7 5 5 12 1z 12 11 5 4 12 12 12 5 4 4 12 9 9 4 \ 6 4 4 12 i 7 4 3 3 67 12 8 7 12 11 4 5 11 3 9 9 !i / � 4 — .- 4 7 7 3 3 72 92 12 4 6 12 4 9 4 7 3 112 200 10 3 5 9 3 9 4 7 3 9'. 9 ` \ 4 4 7 • 3 3 9 \\ 4 7 3 9 \\ 4 7 3 48 12 12 12 12 12 12 12 12 12 12 12 10 9 12 8 12 12 12 12 12 12 12 12 12 11 10 8 9 12 9 8 12 12 12 6 7 12 6 -„ iIIIIII1 1/4'•0 POWERS CALK w/ 7/8" EMBEDMENT 3. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) I - IN 12 — 12 -- -. 12 12 12 - 9 12 12 11 11 8 9 8 12 6 6 7 7 12 6 6 72 11 - 9 12 -- 12 12 12 8 6 12 92 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 4 8 12 12 12 12 8 12 12 10 12 5 12 4 7 12 4 6 2 12 12 10 12 6 12 5 7 12 4 10 3 5 8 3 r D (, 67 12 11 9 12 S 12 4 7 12 4 10 3 5 8 3 1/4 "0 POWERS RAWL 2AMAC NAIL -IN W/ 1 -1 /8" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 72 —_ °..— 92 12 12 8 —_ 4 9 ._ —.-. 7 12 . 12 VI I 4 12 �. _ 10 4 - 3 6 - - 5 12 -• - 8 3 - 3 10 ------ 10 3 3 N N I 8 8 3 — 3 112 10 3 5 9 3 10 3 5 8 3 10 3 5 8 3 200 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 4 8 12 12 12 12 12 12 12 11 12 9 12 7 7 12 6 62 67 _- 72 -- 92 12 12 — 12 — 12 12 12 _ 12 -- 7 11 10 .— 10 7 12 9 12 12 12 12 9 — 7 6 8 — 7 7 12 12 12 7 — 6 6 12 _ 12 12 4 _ 4 6 .-- 6 12 .— 12 12 5 — 5 5 p ���1 - _I I llllllllll- ) -1 12 — 12 — 12 9 — 8 6 ANCHOR (M.... 3.000 U 0 ITW RED HEAD NABOLT SLEEVE W/1 MIN. . EMBED. €0. P.S.I. CONCRETE) 4 6 12 4 6 12 S 12 4 6 12 5 112 12 12 5 4 6 6 _ 12 12 5 5 12 12 4 4 6 6 12 5 12 12 4 4 6 6 12 12 5 5 200 12 5 (MIN. 111\1 111111111111% 1/4 "0 ASHLEY QUICK - SET SCREW WITH 1 -1/4" MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 48 12 12 12 12 12 12 10 8 12 12 7 12 125 12 11 9 11 4 4 , 10 7 7 6 5 12 12 12 11 7 5 4 4 3 3 12 4 7 12 4 62 67 __ 10 9 9 12 12 12 6 5 5 9 9 9 9 L4/ k2 5 5_ 5 —.. 5 - 7 7 7 __ 7 7 7 3 3 3 _. 3 3 3 72 92 12 4 7 12 4 112 200 10 9 7 �% 5 5 9 7 3 3 9 9 5 5 7 7 3 3 9 9 %!/l 5 5 1/4 "0 DROP SIDEWALK HEAO) MIN. (MIN. 3,000 -- 11 —.-..-'7...": ' = =' I POWERS RAWL -IN 3 1/4 -20 BOLT (3/4"0 w/ 1 - 1 /4•• EMBEDMENT P.S.I. CONCRETE) 48 62 12 1 2 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 12 7 7 7 9 _ 7 7 7 12 12 _ 2 12 12 12 . 12 11 8 8 8 8 - 8 6 7 72 12 _____ 12 -- 8 12 9 — 8 12 -'- 12 . --..__ 12 12 10 9 12 11 9 12 10 12 92 — 112 200 12 - ._ - 12 7 7 7 .. 7 12 12 8 8 12 - 12 7 -- 7 7 __ '7 12 7 7 12 8 12 7 7 12 8 12 7 7 12 8 I { n o 4.T• ler1 O•.c I I 0 7 /0•/OW30 OUEV. DAAVtMG we 0■•110 111NO2 W SA00 1ESitNG 1 OCCO CO MENT E 2 022 ////0 COUNTY COMMENTS l I I TI� \ 0 • oQ CO z 2 ( revis10T1s ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. )Ii 0.050" ALUMINUM & ASSOCIATES, INC. STORM PANELS 1CONSULTING ENGINEERS • PRODUCT TESTING ( 11260 N. UNIVERSITY DRIVE, SURE 180 • FORT LAUDERDALE. FL 31122 TEL (664) 362.2600 • FAX. ('964) 382.2969 • FLORIDA COA 13206 ` WESSRE: WWW.KNE2EVICH.COAT • Ea1AIL KA®IOIF7EVICKCOW IMADDENP7cac I,9 b4 vx 22'� Sheet FL F rG (�4) 4 15.101 I ne an La &IGLU rina F 4)%C b? I STT01w PANELS • /10001V PACOUCTS w+alnrt'laawe!3ccs •,,■ (COPYRIGHT 0 2001 KNEZEVICH & ASSOCIATES, INC k a FASTENER ANCHOR SCHEDULE FOR MAXIMUM SPAT (INCHES) REQUIRED VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE MIN. 2" EDGE DISTANCE LOAD (W) PSF MAX. SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 7' -6•" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 1 . 5 HOLLOW CONCRETE BLOCK \ TAPCON OR TAPCON W/ EMBEDMENT 48 12 12 11 11 8 7 ,\ 12 9 12 12 11 11 8 5 4 3 3 \ \ 12 9 8 8 6. m1m1 -v / VY/ 7 5 S 4 3 12 ' 9 8 .. 8 5. ' 1- i - VVY /./.%A/,1 8 6` 6 6 6 1 - 1////'// r/ 5 3 3 3 3 + -- 8 5 • S $ • $ S, 1 14//V////i 62 67 10 7 $ 3 7 6 6 5 4 L . ITW ELCO MIN. -AUU71>UUU' 1/4•'0 1/4"0 1 -1/4" 72 92 112 -- 6 \\ 3 ::+::: *Elu'__ - '- 11L111I1.111 y '. LCD MAL ANELMA w/ EmBEDmENT 20 MACHINE WITH NUT 48 12 12 12 12 8 12 12 12 6 10 7 12 6 4 12 10 5 3 7 S 12 8 4 3 62 12 12 12 12 ii 10 12 6 5 12 9 12 12 5 7 12 4 10 3 5 8 3 '} 5 9 12 5 12 4 6 12 4 10 3 5 8 3 1/I FEMAL 1-i/4 mIN 8 SCREW 9 12 1 7 12 4 10 3 5 8 3 10 3 5 8 3 112 10 _ 5 10 3 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 10 3 5 8 3 (( * l l 1/4"0+ W/ 7 8 1/4 STEEL 111 11`11 d l 1U11 POWERS /B" EMBEDMENT -20 STAINLESS MACHINE CALK SCREW I -IN 12 12 10 12 6 12 10 7 5 12 12 S 3 11 8 4 7 5 4 11 6 6 -� 33 -- \\ 12 1 12 5 12 5 67 12 9 7 12 4 11 4 5 11 3 8 4 7 2 12 12 4 10 3 5 10 3 \I 8 8\ 8 8 \ \ \\ \\ 4 4 4 4 6 6 6 92 11 4 9 \ 8\ 11 3 8 \ 4 6 112 8 6 ` \\ 8 8 \ 4 4 6 6 \' \\ 200 6 N 48 12 12 11 10 -- 8 6 12 9 7 5 — 3 \ ' \ 10 7 7 12 12 11 5 L. 3 11 9 8 7 — ' 6 — 6 6 7 5 5 11 9 8 7 — . 5 1., ri </ /,./W1 8 6 6 6 - -" 6 _ 6 6 1 5 8 /4//1/ // /VV'/ 62 L. 4 5 / / ( /i 7 j 1 / 5 5 1/4 "0 RAWL NAIL - IN MIN. EMBEDMENT POWERS ZAMAC W/ 1 - 1/8" 3 2 9 2 _ 6 10 8 _, 6 5 4 -- 4 . —_ 4 4 4 -- 5 L. 4 —. 4 4 5 _ 5 — 5 5 6 5 C R 1 /4'm DYNABOLT ANCHOR 12 12 3 12 6 12 10 6 12 4 10 4 4 10 3 12 1 i 12 12 12 10 7 _ 6 5 4 4 H 4 1 11 4 _ 10 4 9 3 T 8 \ 4 .- — 4 4 3 11 3 - - -- - 10 3 9 3 6 8 8 8 8 8 a\ , 3 3 6 6 6 6 6 6 ;\ 7 1111111111 -•• _ 67 12 12 10 9 7 - I -I m 6 5 4 3 3 ITW RED HEAD SLEEVE W /1_1 /8" MIN. EMBED 72 \\ 3 \ 3 8 �- 3 , �; -- \\ 3 92 112 8 B ,�� 8 `� 3 3 6 �� 6\ 200 8 12 12 12 12_ 10 12 7 12_ 6 12 11 12_ 5 . 7 10 12 - 5 12 12_ 9_ 12 7 _48 _.62 --1\\\\\\\\\\\\\\\\\\V., 1/4"0! ASHLEY QUICK -SET SCREW WITH 1 -1/4" MIN. EMBEDMENT 67_ 7_2_ . ..9 2_ t12 2 0 0 12 ,D 12 8_ 1 2 . 10 3 9 N ', 9 9 . 7 5 S 12_ _5_ 12_ 5 C 9 3 7 3 1 _ .7 11_ — 4 _6_ _9... \- .5— 9$ 9 \ S 2_ _L.. 11 _3_ .. 7_. J. 7 3 7 3 9_ - 9 .. 9 9 / :% , / / crs 7 7 7 7 In! P, 14. rte' I•l ADDE revisions nu+ e•t. Iorl O..Ce,000_7 0 I0! /00 /011VJK; PREV GNAWING No 91 -110 r 1 101 /17/01 W AS A DO TCSTWG 1 OCCO CO nONTS V 101/19/01 Ap COUNTY CC1nME NTS i I l DI' iti c �[ xwc - r! z:CE9 � Pr ,Cr6 i .i ) -_✓ I I r ufact c F2( ;13 1 i I 4.1.41' 4:4 '.7r I s ' • ANCHOR NOTES: 1. SEE SHEET 9 OF 10 FOR COMPLETE ANCHOR NOTES. 0.050•' ALUMINUM STORM PANELS 1 I Ma I 5TOPV P. L5 2t W 7RCOLCIS 1 IKNEZEVICH & ASSOCIATES, 'INC..' ;CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY DRIVE. SUITE 180 • FORT LAUDERDALE, FL 31122 TEL: (954) 382.2800 • FAX: 1964) 382 -2969 • FLORIDA COA 13205 I WE a SITE: WAW.KNEZEVTCH.COM • EadNL WE2EV1C1t.COM ;COPYRIGHT t 2001 KNEZEVICH 6 ASSOCIATES. INC. I I 1 FASTENER MAX. SPACING ANCHOR SCHEDULE LOADS AND SPANS (IN.) REO'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 TYPE 2 3 4 S CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 F DOOM j ` 4t � 1/4••0 x MIN. 3" LONG LAG SCREW W/ MIN. 2" EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 1.8 12 12 12 12 12 12 12 f 10 12 11 12 9 7 12 8 6 2 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 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/ 5/8" & 1/4 STEEL 4 8 12 12 11 12 12 12 12 8 12 11 12 9 6 12 8 62 12 12 9 12 12 12 11 6 12 9 12 6 4 12 6 'q",,,{' 67 12 12 8 12 11 12 9 6 12 8 12 6 4 12 6 72 12 12 7 12 10 12 8 5 12 7 12 6 4 12 6 WOOD BUSHING MIN. EMBEDMENT -20 STAINLESS MACHINE SCREW 92 12 9 6 12 8 12 6 4 12 6 12 6 1. 12 6 112 12 6 5 12 6 12 6 4 12 6 12 6 1. 12 6 200 12 6 4 12 6 12 6 4 12 6 12 6 4 12 6 WI 4 8 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 6 2 12 12 12 12 12 12 12 11 12 10 12 6 8 12 7 -A- LA11111111 i=r 67 12 12 12 12 12 12 11 10 12 9 12 6 8 12 7 1/6 ^0 ELCO MALE/ FEMALE "PANELMATE" 1 -7/8" MIN. EMBEDMENT S 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 1 9 12 6 8 12 7 12 6 J 8 12 7 7 112 12 7 8 12 7 12 6 8 12 7 12 6 8 12 200 12 6 8 12 7 12 6 8 12 7 12 6 8 12 7 a 02/19/02 15:18 e. 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.S5 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. /� / 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. X10. 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 Ilac Florida BaWla :c Dote S 2. NOAYO Miami Dade Ptvdod Cootrnl DDiithio BY 0 z vZ z —u) W U F- o 0 U 0 Ifn<n Cl) ¢ Qw FI Lu z I> F. W ~ N D WU Z 0 c 0 U, : ▪ n L V.J. KN PROFESS10 0 ea U u EE11 FL LI . No: PE r . • 983 1s.ZO.02_ C .C. 03/06/ ,u — (dr - vnDY ` A S ryr1TLDIL :V11 .sign by 1fch.cl..tl Dp VIN I Vin n nq no 00 -380 sheet 9 of 10 I KNEZEVICH a. scrIpoOn . t ' r ') /to /f1ry 1' 7f1 NOTES ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP I ABLE 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 4 ABOVE SCHEDULES 1 F. 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY ApproN d at complying with the Florida Boidlag asie Date O / 1 � a-O0 Z NOAO _ Miami Dade ?redact Coat nA Divisi By 2 -w Qcc p0 NH O 6 cn 0 d FL L P 5 = o 0 C 8:a ti 7 CC� z ta L 00 -380 vf W r u 0 W 0 0 o,o V.J. KNEZ f'ROf ESSION H f'4 NEER ei•a No: 0983 B ' 9 2002 03/06/01 AV � . 1 drawn by (d:+1q� ov 11cn. a 1 1.. +i V 1 V 11( draw■np no. • sheet t0 of 10 1 ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD w (PSF) FOR ALL MOUNTING CONDITIONS MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 1. 40.0 10 - 0 45.0 9 -8 50.0 9 - 5 55.0 9 -2 60.0 8 - 9 62.0 8 - 7 65.0 8 - 5 67.0 8 - 2 70.0 7 - 10 72.0 7 - 7 75.0 7 - 3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 112.0 4 - 10 120.0 4 - 7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 - 9 t ' r ') /to /f1ry 1' 7f1 NOTES ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP I ABLE 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 4 ABOVE SCHEDULES 1 F. 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY ApproN d at complying with the Florida Boidlag asie Date O / 1 � a-O0 Z NOAO _ Miami Dade ?redact Coat nA Divisi By 2 -w Qcc p0 NH O 6 cn 0 d FL L P 5 = o 0 C 8:a ti 7 CC� z ta L 00 -380 vf W r u 0 W 0 0 o,o V.J. KNEZ f'ROf ESSION H f'4 NEER ei•a No: 0983 B ' 9 2002 03/06/01 AV � . 1 drawn by (d:+1q� ov 11cn. a 1 1.. +i V 1 V 11( draw■np no. • sheet t0 of 10 1 ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30• ABOVE GRADE (INCHES) LOAD(W) (PSF) BAR NO BAR NO BAR 30.0 3 - 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -1/4 7- 0 2 3 1 -1/2 8- 8 2 -1/8 3 2 -1/8 10 - 6 3 -3/4 3 -3/4 3 -3/8 40.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -5/8 8- 8 2 -1/2 3 2 -1/2 10 - 0 3 -3/4 3 -3/4 3 -1/2 50.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/ 5- 0 2 3 1 -3/8 7- 0 2 3 1 -3/4 8- 8 2 -3/4 3 2 -3/4 9- 5 3 -3/4 3 -3/4 3 -5/8 60.0 3- 0 2 3 1 -1/8 4- 0 2 3 1 -1/4 5- 0 2 3 1 -3/8 7- 0 2 3 1 -7/8 8- 8 3 3 3 9- 0 3 -3/4 3 -3/4 3 -1/4 3- 0 2 3 1 -1/8 4- 0. 2 3 1 -1/4 5- 0 2 3 1 -3/8 70.0 6- 0 2 3 1 -7/8 7- 0 3 3 3 8 - B 3 -3/4 3 -3/4 3 t ' r ') /to /f1ry 1' 7f1 NOTES ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE STORM PANEL SPAN. (Lmax.). POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEP I ABLE 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 4 ABOVE SCHEDULES 1 F. 2 ARE FOR USE WITH .050" ALUMINUM STORM PANELS ONLY ApproN d at complying with the Florida Boidlag asie Date O / 1 � a-O0 Z NOAO _ Miami Dade ?redact Coat nA Divisi By 2 -w Qcc p0 NH O 6 cn 0 d FL L P 5 = o 0 C 8:a ti 7 CC� z ta L 00 -380 vf W r u 0 W 0 0 o,o V.J. KNEZ f'ROf ESSION H f'4 NEER ei•a No: 0983 B ' 9 2002 03/06/01 AV � . 1 drawn by (d:+1q� ov 11cn. a 1 1.. +i V 1 V 11( draw■np no. • sheet t0 of 10 1 i MIAMIOADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA MFIRO -DARE FLAGLI3R BUILDING 130 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 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: 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. 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 the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #98- 1110.04 and consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by IIelmy A. Makar, P.E. NOA No 01- 0313.21 Expiration Date: 05/08/2008 Approval Date: 03/28/2002 Page 1 VW, 1.50" LABEL 608' LOCATION t�1 1.0312" 5 . 6 . 7. 0 0 TM N ` - L.800 "" 0.063" ALUMINUM O STORM PANEL (t = 0.063 ") SCALE 3" = 1' - 0" 125" (TYP.) .. S00 "MAX ANGLE 12.00" COVERAGE 15.269" ALT. STUD DIRECTION -, 0 N 2.015" 9 3 ,. \-1 rm O L O r 11.250'1 1.1251 I i 1/4 -20 MACHINE SCREW STUD (al 6" OR 12" O.C. 125" (TYP 5 00" MAX LABEL LOCATION S 093'• / ci \ 1 0312'\ NI � 0 STUDDED ANGLE SCALE :3 " =1' -0" 1.50' SCALE :3" =1' -0" GENERAL NOTES: 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. STORM PANELS SHALL BE 5052 -H32 OR 3004 -H34 ALUMINUM ALLOY, 0.063" THICKNESS. ALL EXTRUSIONS SHALL BE 6063 -Tb ALUMINUM ALLOY. U.O.N. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD STRENGTH. 8. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY ALSO BE MOUNTED WITH STUD ANGLE OR DIRECT MOUNTED HORIZONTALLY. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM 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" (TM \ 800" ) 125"1 6.00" COVERAGE 9.065" ALUMINUM a HALF STORM PANEL SCALE : 1/4" = 0 -1" O ANGLE SCALE : 3" = 1' 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/ 1/6 - 20 x 4" BOLTS AND DIE CAST ALUM. WASHEREO WINGNUTS. SEE MIN. SEPARATION FROM GLASS SCHEDULE. FOR REDUCED SEPARATIONS. - 0" 375" 0 O N O O 0 N ALT. STUD DIRECTION 313" 1.660" x.188 "" 7a "F" TRACK SCALE : 3" = 1' - 0" 1.520" .375" R -, O "C" TRACK (FINISH) SCALE : HALF SIZE 2.00 "1 6 STUDDED ANGLE SCALE : 3" = V - 0" • .890", I i .500 1i I o` I 1-1 1 1.090" in i lb. .150" 9. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO N .215 ; •215" JOBS T BEFORE COMMENCING ED T LO TH D E WORK. TO VERIFY ALL DIMENSIONS AT THE ,4_____,.._". 0„ I iLL20 .315" R SYM. r � 26;', -1. 088"' 250" TYP. Iml ` rl 2.002 2 329" I O "h" HEADER SCALE : 3" = 1' - 0 TYP. {= I= •- 1/4 -20 MACHINE SCREW 1 1 STUD @ 6" OR 12" O.C. 3.375" MAX 165" I I .650 I 1 320" I 375" 0 BUILD -OUT "F" TRACK O 7b SCALE : HALF SIZE / .890 " _, 1 5 "1 j 1 I i 090° � 4 215'r ! \.215'" 090" ; SY M I I 0i O "C" TRACK SCALE : HALF SIZE 0 "U" HEADER SCALE :3" =V -0" LA 0 6a Z -STUD TRACK SCALE : 3" = V - 0" 085 .o5,; i .21ST ZAMAC WINGNUT SCALE . HALF SIZE Approved as complying with the Plarlda B lding ode Daae NOM! O \'b Miami DmIc !'r, :iC}t Ccnt.a) Diviskn Ey R .250" 1/6 " -20 x 3/4" STAINLESS STEEL STUD @ 6" OR 12" O.C. In r- 125' L650' 1/4 -20 x 3/6" MACHINE SCREW 0 00•" MAX f 2 250" 00 120 1. 20 GA. GALV STEEL (t= 038 - ) GRADE 40 OR 0.050" ALUM ALLOY (3004 H34) Q SQUARE HEAD MACHINE SCREW N.T.S ALT. LEG 2.000 1 DIRECTION 2.020" 3a BUILD -OUT "U" HEADER SCALE. " =1' -0" f 375" 313"f660" (TYP.) 1.:188" O "E" TRACK SCALE : 3" = 1' - 0" 563•'0 18 GAGE (t= 0.050" MIN.) GALV. STEEL GRADE 40 !L 1. KEYHOLE OPTIONAL WASHER 6 . STEEL BAR SCALE : HALF SIZE SCALE : HALF SIZE R. Mee date scat. AS NOTED design by 018 NEER Iufo 2_2 03/06/01 . 1/4" MAX. O WALL MOUNT 1/4" MAX. J • w W Z Q m a s z r w O J w u, LA x Ea. J VY WIDTH UNLIMITED 1 (PERP. TO PANEL SPAN) TYP SECTIONS C V TYPICAL VERTICAL MOUNT ELEVATION N.T.S. © TRAP MOUNT 11 OPTIONAL 1O1a EXISTING STRUCTURE PLAN VIEW r OPTIONAL L — TOP MOUNT 1Q OPTIONAL.STEEL BAR ON OUTSIDE OF PANELS - SEE GENERAL NOTE 7 BOTTOM MOUNT 1/4" MAX EXISTING ` 1O1® EXISTING STRUCTURE STRUCTURE — 0 OPTIONAL 7 1/2" MIN.. OVERLAP -4,1 ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. OB TRAP MOUNT ` a DO FACE MOUNT FASTENER 12" O.C., SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 1 -1/2" MIN. –EMB. r 11 OPTIONAL I SEE GENERAL NOTE 7 TYPICAL CLOSURE DETAILS (PLAN VIEWS) SCALE: 1 -1/2" = 1 -0" EXISTING STRUCTURE 1.00" .500"r ) .300" 0' .625" O \ (TYPICAL TOP & BOTTOM) 11 OPTIONAL . 'cl:VOPTIONAL7 OUTSIDE 1 HORIZONTAL MOUNT ELEVATION N.T.S. FASTENER (a 12" O.C.- SEE ANCHOR SCHEDULE FOR ANY/ ACCEPTABLE ANCHOR INSIDE 12" O.C. TYP. 6 ) BUILD -OUT TYPICAL BAR ATTACHMENT (USE ONLY WHEN IMPROVED DEFLECTION REQUIRED) Lmax. SEE STORM PANEL SPAN SCHEDULE TABLE 1 1 ®OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE GENERAL NOTE 7 PL ANp- VI^ 1 12 SIDE MOUNT — — MAX. AP ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING STRUCTURE as imp l y ing with the Approved QgCodC Fiorida .2 �a.uci Couch: Miami D�Sr P. I . I DIV By F ' U i 7a Qct RIP 0 0 •W z Z ;., N cat r W V 7 Q ° 0 eL 0 . V1 vt N c[ Q z cia- o U � W b N W vt Z Y u date scale AS KOTCO WW1 by oLe drawing no. 01 -242 03/06/0 drawn by AV checked VJK sheet 2 of 10 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 CONNECTION "TYPE 4" EXISTING CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 2" N u 0 EMBED ( GLASS OR DOOR CONT. ANGLE TO WALL DETAIL CONT. 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND c 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL E WALL MOUNT SECTION SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" —#14 TEK SCREWS OR 1/4 -20 BOLT AND NUT @(nl 12" O.C. STAGGERED (TYP. TOP y Efl ; Ffl AND BOTTOM) 1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 10 AND @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104 ". x SIDE CLOSURE REQ'D. (SEE PLAN VIEW) O BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR EMBED (TYP.) O CONT. GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT (nl 12" O.C FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND @ 6" O.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 3" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION"TYPE 3" SEE TABLE 2 CONT. 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" r1/2" 1/4" MAX. x E J — EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) TYP. TOP & BOTTOM Approved as complying with the Florida B iding Code Z Date 0 L NOANSALD Product �l Miami Dade Pre Dicisi n By rn M c 0 0 V .5 cc [dal. 03/06/01) f I AS NOTCO dfa7.7n A [d.sign by )(ch.cl..d b�j 0 1 -242 [design no. ( sheet 3 of 10 ri r. 0 0 g V a J SEE TABLE 2 GLASS OR DOOR -- 1" x 4" x 0.055" OR 2" x 4" x 0.055" ALUM. TUBE OR2 "x6 "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. @ 24" O.C. MAX. 1 CONT. 4" x .250" ALUM. PLATE OVER,. WOOD MEMBERS -- SEE TABLE 2 02/22/02 16:39 GLASS OR DOOR I i -J m w ' N E J 6 t4 a ; CONT. FOR WOOD 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 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (al 24" O.C. MAX. & ONE 1/4"0 THRU BOLT W/ ACCESS HOLE MIDWAY BETWEEN STUDS. TWO -1/4 "0 S.S. LAG SCREW (al 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS OR FRAMING MEMBER u`i` @ 24" 0.C. MAX. % O k STUCCO FINISH OR � PLYWOOD SOFFIT y 1/4' MAX. sj-- WOOD ROOF TRUSS I - #14 SMS BETWEEN I TRUSSES (a 24" O.C. •/ W a. w w X' , t ® s _____v (3 CONT E J -L N SOFFIT CONNECTION DETAIL SCALE : 3" = 1• -0" GLASS OR DOOR SEE TABLE 2 W 0 p o I Li H EMBED. (TYP.) FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 1" (USE REMOVABLE ANCHORS FOR DIRECT MOUNT ONLY (a 6" OR 12" O.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) O WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" SEE TABEE- EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (TYP. TOP & BOTTOM) THREE 1/4• "0 WOOD LAG SCREWS W/ 2 -1/4" MIN. EMBED. (al 24" O.C. MAX. PLACE ONE FASTENER THRU HEADER 1 "x4"OR1 " x6 062" CONT. ALUM. TUBE (6063 -T6) "14 SMS B 12 "O.C. BETWEEN TRUSSES (al 24 O.C. GLASS OR DOOR GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHED. TABLE 2 1/2" OR EI 1 3/4" MAX. "-1/2" T O 3/4" ALUM. • SPACERS (1" O.D. '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 B 6" OR 12" O.C., BUT DO NOT EXCEED SCHEDULED SPACING. (TYP. TOP & BOTTOM) EMBED. (TYP.) L ACCESS HOLE (TYP.) I SCALE : 3" = 1' -0"' (TYP. TOP & BOTTOM) © WALL MOUNT SECTION (DIRECT MOUNT W/ SPACER) ° ° S `• SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE : 1 -1/2" = i' -0" 1,-- WOOD ROOF TRUSS /� 2 '�•_ OR FRAMING MEMBER \: '': 1" I/ P24" O.C. MAX. —•I z: FINISH OR V PLYWOOD SOFFIT 1/4" MAX. MAX. DESIGN LOAD = 56 P.S.F.) O ALT. SOFFIT CONNECTION DETAIL SCALE : 3" = m� 1" x 4" ALUM. TUBE EMBE r� , (TYP. ) i / 5 V ' tn' / :/ r 0'— j W 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 B 1" O.C. Approved u complying 'I ith the Florida galdiniCode Date 011 Z $ ��- NOAa OL Oi 6 • Mfnr7 Dade Fro u t Cunt; ni FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" ,-- J OR CONT. EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING 1/4 -20 MACHINE BOLT d & WINGNUT Bn 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 1 101." AND (a 6" O.C. FOR PANEL LENGTHS GREATER • THAN 104••. SEE TABLE 2 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. © WALL MOUNT DETAIL SCALE : 3" = 1' -0" T SEE TABLE 2 Ij -GLASS OR DOOR i Q. / / w O EMS.' 'tai 8 ;, - T MAX. DESIGN LOAD= ±61.0 P.S.F. E `— FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 5" O BUILD OUT SECTION (TYP TOP & BOTTOM) SCALE: 3" = 1' - 0" u I, v U YJ. K)\tZ M1CFESS • G CFR ft ammo .• , •10943 C 0 N U L 7. d al• C _200 r 0 01 -242 sheet 4 of 10 03/06/01 C AS NOT CO ( drawn bL da,iQf y .d b 0b19,( h.(I" V 1K1 drawing no . EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0 11a SEE TABLE 2 ANGLE MAY VARY GLASS OR 000R O 1a 1/4 -20 S.S. BOLTS W/ WINGNUTS @ 24" O.C. MAX. (TYP.) —x 6" MAX. I 1/2" 6" I .5 1/4 " -20 STUD NON - STRUCTURAL FINISH MATERIAL BRICK OR W000 ELCO (T.V.A.S.) PANELMATE FASTENER, SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2" —1/2" 1/4" MAX. r is (MAX. DESIGN LOAD = 61 P.S.F.) ® WALL MOUNT SCALE 3" = 1' -0" 6" 1jj " A INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" = 1' - 2" x 2" x 0.125" CONT. TO 4"x4"x0.125" 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"0 ASTENING FOR 2" x 2" ALUM. STUD ANGLE O 1a GLASS OR DOOR— SEE TABLE 2- ' STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 3" = 1' -0" E MB A NOTES: THIS DETAIL MAY BE USED AT (MAX. DESIGN LOAD = 72 P.S.F.) O EDGE MOUNT DETAIL SCALE : 3" = O 1a _1. wo 4a a1 tin X 1/4 -20 S.S MACHINE xz BOLT AND NUT E @ 12" O.C. J J -1/4" 0 POWERS CALK -IN @ 4" O.C. W/ 7/8" MIN. EMB. \I NTO CONC. OR HOLLOW BLOCK. O 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. TOP OR BOTTOM OF PANEL. 8" x 3" x 1/4" ALUM. ANGLE 1/4 " -20 STUD tr, II / W/ NUT (n7 6" O.C. / r 2" x 3" x 1/8" j /ALUMINUM ANGLE 1 -1 /2 "■ ,; INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. FOUR 1/4 "O POWERS CALK -IN ANCHORS W/ 7/8" MIN. EMBED. IN CONC. @ 4" O.C. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE X c Q in '0 I r z z GLASS OR DOOR SEE TABLE 2 GLASS OR DOOR SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK, OR W000 FRAMING 3/4" PLYWOOD _ s / �EMB. 1/ �. WI (MAX. DESIGN LOAD _ 72 P.S.F.) U "PASS THRU" DETAIL U \st11 SCALE : 3" = 1' -0" NOTE: WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD OF 72.0 P.S.F. •—01 1ai 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4 "O POWERS CALK -IN (al 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW (nl 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. 1/2 "0 THRU BOLT (ASTM A 325) @ 12" O.C• 4 "o POWERS CALK -IN (al 12" O.C. TH 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 L2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 t6)2" x 2" x .093") ANGLE STUD < b d 1" x 2" 2" x 2" 2 "x 2 "x5" OR 2 • x 4" OR 2" x 6" P.T. WOOD BLOCKING FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" 1/6" MAX MAX. O HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 11 x v -J z -J z Q E J MAX. 1/8" TILE FINISH MATERIAL x 0.055" 6063 -T6 ALUM. TUBE Approved as complying w ith the Florida Buiding Code Date l 2 Z • .- NOAIN Miami Dade Product Control Divisio By rn Y w c Y a. dat• 0 3/ 0 6/ 0 11 scale AS NOTED (daslgn by ( 01.13 (drawn by AV ( (ch.ck.d by1 V1K1 r drawing no. 1 01 -242 sheet 5 of 10 i 1/4 OR "m RAWL HO LLOW CALK -IN BLOCK 4" O.C. GLASS WI 7/8" MIN. EMBED. IN CONC. OR DOOR — EM BED. 1/4 " -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION p 12" 0.C. "e ' PANEL LENGTHS GREATER T -8" UIa 1 1 -1/2" MIN GLASS OR DOOR SEE TABLE 2 O ALT. TRAP MOUNT DETAIL SCALE : 3" = 1• -0" GLASS OR DOOR SEE TABLE 2 02/22/02 16:42 • 2" MIN. w J I— w w 0 CONT. X EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. /--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' OR 2 x 4 OR 2 x 6 P.T. WOOD BLOCKING SEE TABLE 2 MIN. 1/4 "o MACHINE BOLT (E 6" O.C. SEE MIN. SEPARATION FROM GLASS SCHED. x 0.055" 6063 -T6 ALUM. TUBE TABLE 2 1 1a NOTE: 1. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 2. WOOD BLOCKING LIMITED TO MAX. DESIGN LOAD = 72.0 P.S.F. AB ALUM. TUBE BUILD -OUT SCALE : 3" = 1-0" TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT 1/4 -20 x 3/4" MACHINE SCREW I WITH .675" x .675" • x .125" QUARE HEAD 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 GLASS OR DOOR I 2 " x3" 2" x 6"� 1/8" 2' x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 3" �1 1a EMB'D 1/4 "O RAWL CALK -IN p6 O.C. 1/4 -20 MACHINE BOLT W/ 7/8" MIN. EMBED. IN CONCRETE & WINGNUT @ 12" O.C.; OR BLOCK OR @ 6" O.C. FOR PANEL LENGTHS GREATER THAN (TYP. TOP & BOTTOM) 104 ". ®CONT. 2 -1/2" • USE 12 OR 13 WITH 1/4 -20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE HEAD FINAL LOCATION OF STUD `1/4 -20 MACHINE BOLT & WINGNUT 12" O.C. OR @ 6" O.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. AC STORM PANEL BUILD -OUT SCALE : 3" = 1' -0" 1/2" 0.0. x 1/4" 1.0. 3/16" NYLON BUSHING OR 1/4 -20 S.S. NUT (TYP.) T / ® C -TRACK ASSEMBLY (ISOMETRIC VIEW) N.T.S. 141 Approved as complying with the Florid: Buidio f de Date . 3/ NOA# Miami D =de Product Control By U 2 P., o 2 Zr. T 8 a 1- WU o v a 0 O s , • N O a0 • a/1 cc . W v = W • g ZZ W J = WN z 3 2 Z J W 2( op. Q c :mg 10N 0 0 3 'cal• AS NOTtO rd.slgn by ( ore E A � sheet 6 of 10 I (do t• 03/06/01] drawn by AV ch.cl..d b 01 -242 drawing no. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD P.S.F. I MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 11 - 11" (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 (. V- att '- 48 12 12 12 12 12 12 12 12 12 11 12 12 7 6 9 12 7 6 62 12 12 12 12 12 12 11 11 12 9 8 12 6 7 12 12 12 12 11 12 12 12 9 10 12 8 12 6 8 12 6 f_ 1/4 1 (MIN. "0 ELCO TAPCON W/ -3/4" MIN. EMBEDMENT 3.000 P.S.1. CONCRETE) 72 -- 92 12 12 12 -- 9 12 10 12 10 8 6 10 8 12 12 7 6 12 12 6 — 6 B - -- 8 12 - - 12 6 - -' 6 12 8 112 200 — 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6 12 6 8 12 6 * L1111111111CMlllllll: - * 1 Alll\ll\llW-- 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 48 - 6 2 12 12 12 12 11 9 12 12 7 6 12 11 8 12 5 10 3 5 10 3 12 5 6 12 4 9 4 7 3 6 7 72 12 10 8 12 5 12 4 6 12 4 9 4 7 3 3 12 8 7 12 5 11 4 5 11 3 9 4 7 92 112 12 10 4 3 6 S 4 12 9 7 4 3 3 9 9\ 9\ \` 4 7 3 9 , 4 7 3 4 4 7 7 3 3 9 9 , 4 4 7 7 3 3 200 9\ *1 111 , 1`'1 1/4'•0 W/ L 1/4 STEEL (MIN. 3.000 ` Il POWERS 7/8" EMBEDMENT - 20 STAINLESS MACHINE P.S.I. CALK SCREW CONCRETE) - IN 4 8 12 12 12 12 12 12 12 12 12 12 12 8 12 7 62 12 12 12 12 12 12 11 9 12 9 12 7 12 6 67 12 12 12 12 11 12 10 9 12 8 12 7 12 6 72 92 12 12 11 12 11 12 8 8 12 8 12 7 12 6 12 c I 12 8 12 6 7 12 6 12 7 12 6 112 12 E I 12 7 12 6 7 12 6 12. 7 12 6 200 12 6 7 12 7 12 6 7 12 6 12 6 7 12 6 � (I — 1 1i — =- -I ) 48 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 S 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 S 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 3 112 10 3 5 9 3 10 3 S 8 3 10 3 5 8 3 200 10 3 S 8 3 10 3 S 8 3 10 3 S 8 3 �1t 1' 1/4 DYNABOLT ANCHOR (MIN. 3.000 - 12 12 12 12 12 12 12 11 12 9 12 5 6 12 S 12 12 11 12 9 12 9 8 12 7 12 4 6 12 - 7 12 12 12 12 10 10 12 12 9 12 7 7 12 6 12 4 6 12 _ -i 6 "0 ITW RED HEAD SLEEVE MIN. OR EMBED. MBED. P.S.I. CONCRETE) B 12 6 7 12 6 12 4 6 12 ' S /Z 92 12 7 7 12 6 12 4 6 12 5 12 4 6 12 5 12 S 6 12 5 12 4 6 12 5 12 4 6 12 S 112 200 12 4 6 12 5 12 4 6 12 5 12 4 6 12 5 Lk (MIN. — X11111111111111111111 - 1/4 "0 ASHLEY OUICK -SET SCREW WITH 1 -1/4" MIN. EMBEDMENT 3,000 P.S.I. CONCRETE) 4 8 62 67 12 12 12 12 7 12 11 10 12 5 10 3 6 10 3 12 12 12 10 10 12 6 12 5 7 12 4 9 5 5 7 7 3 3 9 9 12 12 12 11 4 4 7 6 12 11 4 3 9 9 72 92 _ 112 200 12 8 12 4 7 12 4 9 9 5 5 7 _ 7 3 _ 3 9 _ 9 9 S 5 S 7 _ __ 7 7 3 _ _ 3 3 10 3 5 9 3 9 • 5 7 3 9 '. 5 7 3 1/4' DROP SIDEWALK HEADI MIN. (MIN. 3,000 I - 1 I 1' .- ::: ll co POWERS R A W 8. 1/4 - 20 BOLT (3 /6"0 W/ 1 -1/4' EMBEDMENT P.S.I. CONCRETE) L 48 !62 67 --- -- 72 -. - -. 92 . ---- 112 200 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 B 7 7 — 7 - -_ 7 -- -. 7 7 12 12 12 12 _.- .....- 12 .-'- 12 12 9 _8 8 8 8 '-- 8 8 i , ANCHOR NOTES: 1. SEE SHEET 9 OF 1 1 FOR COMPLETE ANCHOR NOTES. ka O ; ..=.1 • E ; I C Obdq° by if ,,, Y •cal. AS NOT O : ( revisions x;R j 0.063" ALUMINUM VIC & ASSOCIATES, INC. 'CONSULTING ENGINEERS • PRODUCT TESTING � n• • d•t• lb t I ` I STORM PANEL f .3 /O / /OTOLO PREY. DRAWING N.. It � •� /! • 7C x RSRY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 2 -2800 • FAX (9Sq 382 -2989 • FLORIDA COA #3205 WW.KNZEICH.COM • E -MAIL KIEZEVIOLCOM P 1 i01/ 17/O3 O attO0 TESTING 1 OCCO COMM _ ' 1 2 I�tl SA 2N 2 01/22/02WA 8 COUNTY COMMENTS '� " ,tre MADDEN D hFL 33061 p (34; I j- :� f n l v ' 1 3/06/011 1 : . I I I o Fax (54)50•G61 & 2002 KNEZEVICH ASSOCIATES, INC 1 1 J O I NK�::+cde. •r+c -;ICGn STORY PNVE15 • iUl60W PRCCUCIS 1..,7'''', , 1 u a i , ANCHOR NOTES: 1. SEE SHEET 9 OF 1 1 FOR COMPLETE ANCHOR NOTES. ka � KNEZEVICH & ASSOCIATES, INC CONSULTING ENGINEERS • PRODUCT TESTING ANCHOR SCHEDULE FOR FASTENER 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 (SE NO 1) SPANS UP TO (SE NO 1) SPANS UP TO (S 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= Iv1" "" "..IS111=U`1M=11I> 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 Z ' r/ / 7 6 2 12 10 7 12 4 9 3 5 9 r 3 /2 6 6 O 3 3 5 S 67 11 7 6 11 3 6 3 5 8 72 11 S 6 11 8 3 8 6 /� 0 4 3 8 5 1 j 6 6 6 3 3 3 5 5 5 92 8 3 5 112 7 7 4 3 6 5 / 6 6 r 3 S/ 200 6 3 5 / 6 3 5 r/, *C1111111111CR1111111111111 *11 1111111111111. 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 67 12 10 8 12 5 12 6 12 4 10 5 8 3 1 /4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 72 12 8 7 12 5 11 S 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 4 7 3 200 9 ', 4 7 3 9 4 7 3 9 4 7 3 * 1/4 "0 W/ 7/8" & 1/4 STEEL 1111,11„\ POWERS CALK -IN EMBEDMENT -20 STAINLESS MACHINE SCREW 4 8 12 12 10 12 6 12 • 7 12 5 9 4 9 3 62 12 12 8 12 5 12 5 12 3 8 r 4 6/ 6 7 12 9 7 12 4 11 5 11 3 8 8 8 A ro 4 4 4 6 6 6 (/ 72 12 7 6 12 4 3 10 8 0 5 4 10 6/ 3 92 11 4 5 11 112 9 8 // %// 4 4 8 6 j .8 8 • • 4 4 6 6 • JJ 8 8 0 4 4 6 6 200 48 12 12 10 12 5 11 7 11 '3 7 6 6 6% V r4 i 4 4 4 7 5 5 62 12 9 7 12 4 3 9 8 S 5 9 8 �� f / '�J ' ( 67 11 7 11 1/1.0 POWERS RAWL ZAMAC NAIL - IN 1 1 MIN, EMBEDMENT MENT 72 10 5 6 10 3 7 6 6 6 ` . 4 4 4 4 7 S 5 5 4 S 1 9 7; 92 8 3 8 J// J 7 /� 6 6 6 l� // � (/ , 4 4 4 5 5 5 112 6% 6 , 4 4 6 200 ," 1 DYNAI TW ANCHOR 48 12 12 8 12 6 12 • 6 12 4 9 3 9 3 r / IIII1111U^C 67 12 9 6 12 4 10 6 10 3 8 0 , , 3 6 SDEE AD 72 W/1 - 1/8" MIN. EMBED. 12 7 S 12 4 9 4 9 3 77 8 8 r 3 3 6 6 92 10 3 4 10 3 8 3 6/ 112 8 , 3 7 j -/ 8 8 3 3 6 6 j' 8 8 I 3 3 6 6/ 200 8 3 6 d 4 8 12 12 12 12 7 12 11 10 12 5 10 6 10 3 6 2 67 12 12 12 10 - 10 9 12 12 6 5 12 5 7 12 4 9 5 7 3 _11111\11 \11101 1/4"• ASHLEY QUICK - SET SCREW WITH 1 - 1/4" MIN. EMBEDMENT 12 4 7 12 4 9 S 7 Mlm 72 12 8 4 9 7 5 5 12 12 _ 9 7 5 4 _ 3 3 11 9 9 9 4 r i/ / / 6 5 11 7 3 3 9 5 7 92 112 12 9 5 7 3 10 3 S 5 7 7 3 3 9 9/ 5 5 7 7 3 3 200 9 � KNEZEVICH & ASSOCIATES, INC CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSRY DRIVE. SUITE 180 • FORT LAUDERDALE. FL 33322 TEL: (954) 382-2800 • FAX: (954) 382 -2989 • FLORIDA COA 03205 WEBSITE: WWW.KNEZEVICH.COM • E-MAIL: KAOKNEZEVO1.COM OPYRIGHT 0 2002 KNE2EVICH 8 ASSOCIATES, INI 0 • • • • C xO 2• 0 0 n > C • • O w O 0' 0 n0 • 2 data by /•,eil IIo• 03/06/010LO PREV. OR•WING No.16 01/12/02 oLe•OO 1E5100 & eCCO COMM 2/22/02WAg COUNTY COMMENTS revisions ANCHOR NOTES: 1. SEE SHEET 9 OF 11 FOR COMPLETE ANCHOR NOTES. 1 ( 0_063" ALUMINUM ` I STORM PANEL MADDEN LW FSt`e° Five ('G 4) 4 75-20T1 M a r,1-11 ctu rI rt G7 FOX (5541 cit4-0561 $ A STORK PNIG.S • RAINBOW PRODUCTS NYfli,AOth.11/C c!r«9 i k a F: e. 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 MIN. 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) ) SPANS UP TO 7' NOTE - 6" (SEE 1) SPANS UP TO 11 NOTE - 11" (SEE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 a00M 4 8 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 1 /4"o x 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 3 I (� 7/16' W/ S /8" $ 1/4 STEEL 48 12 12 / 12 8 12 12 12 S 11 3 // 11 62 12 12 % 12 6 12 5 // 12 4 10 3 7 3 % `ait 6 7 12 11 / 12 5 12 4 12 4 10 3 J 7 3 WOOD BUSHING MIN. EMBEDMENT -20 STAINLESS MACHINE SCREW 72 12 8 i 12 5 12 4 f 12 3 10. 3 1 7 3 92 12 4 /j i/ 12 4 10 10 10 3 3 3 j / 7 7 7 3 3 3 10 10 10 3 3 3 % // 7 7 7 3 3 3 112 10 3 / 9 3 200 10 3 //, 7 3 i 48 12 12 12 12 12 12 12 12 12 12 12 8 9 12 8 62 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 & 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 e 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. 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. *10.344-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLT IF 10 KEYHOLE WASHERS ARE USED. as complying with the F lo 14ding ode Date o3 i Z 2. Mia mi • Dade de P+ uct Control Mi Divb► 87 r u 0 [data 03/06/01 scaI. d..n by A AS NOTEO ra J( V (dasign (cNack•d by� V.MJ drawing no. 01 -242 sheet 9 of 10 _ t . '..° N. 1 ■ KNEZEVICH 117 /77 /!17 1 R• 4R 1. 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 a3 L= Z•• NORM • - •_ 1 Ma Miami Dade Product Control Div By [dat• 03/06/01l scale AS NOTED (design by ( Ole (drawn by AV (cnackad b V JK drawing no. I 01 -242 sheet 10 of 10 0.063" ALUMINUM STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W FOR MOUNTING CONDITIONS E, G, H. I, J, K, K1,L &N FOR MOUNTING CONDITIONS W. Y. Z, AB. AC &AD MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30" ABOVE GRADE (INCHES) (P.S.F.) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 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 -4 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 2 -7/8 180.0 3 -7 3 -0 2 -3/4 190.0 3 -5 2 -10 2 -3/4 200.0 3 -3 2 -9 117 /77 /!17 1 R• 4R 1. 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 a3 L= Z•• NORM • - •_ 1 Ma Miami Dade Product Control Div By [dat• 03/06/01l scale AS NOTED (design by ( Ole (drawn by AV (cnackad b V JK drawing no. I 01 -242 sheet 10 of 10 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 -3/4 1 -1/4 7- 0 2 -3/8 2 -3/4 1 -3/8 8- 8 2 -3/8 2-3/1. 1 -7/8 11 - 11 4 -1/4 4 -1/4 3 -5/8 - 1.0.0 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 -3/4 1 -1/4 7- 0 2 -3/8 2-3/1. 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 -1/4 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 -3/4 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 3- 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 2-3/1. 1 -1/4 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 -1/4 2 117 /77 /!17 1 R• 4R 1. 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 a3 L= Z•• NORM • - •_ 1 Ma Miami Dade Product Control Div By [dat• 03/06/01l scale AS NOTED (design by ( Ole (drawn by AV (cnackad b V JK drawing no. I 01 -242 sheet 10 of 10 •