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1201 NE 98 St (3)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Jt* 1 ! Job Address 1 ZOk ST- Tax Folio Legal Description Historically Designated: Yes / No / Tenant lJ�1� )E. I MES 26 ∎ A Master Permit # a/6 gt' 6 Owner's Address (1)1 ! E i j. Phone SUS -1 J - 1' o z L.,. Contractin Co. — s Address Qualifier State # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one WORK DESCRIPTION 1 I S r m P al S Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT:, I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: Municipal # ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Date SS# Competency # Address Address Estimated Cost (value) 1:" 000 .0 0 ture of Cone. IA,r e to Con ib reel 'lder Co ' STATE OF FLORIDA COMMISSION NO. CC714103 '' ;i1COMMISSIOI�i EXP. MAR. t _00 No My ctor or Ned uillierG� / fir Phone Ins. Co. 5/11 Date Date Florida Storm Panels 14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Mr. Building Official: We are Dade County Notice of Acceptance holder for the .060 Aluminum panels under number 99- 0726.01 (Previous number 96- 0304.1). This letter authorizes'. - �� -- � a' - to use our .060 Aluminum panels under niber 99- 0726.01 to be used at the following job: X01 F a- q8$, S - e e i 1 (T n 5 {es , E Sincerely, Victor V. Cruz President or Enrique Revilla Vice - President 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMI-DP.DE PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storms Panels Inc. 14475 N,W, 261h Ayc nuc Oral iNocica FL 33054 Acceptance No.: 99- 0726.01 Expires :08 /26/2002 r Appr4Y0; 08/26/1999 , InlerncI n it u4idtres$; ttoSltuusrer ©I►PiWiPKcI Icti111inc.fQRw MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUJLDINQ ' yJU DING CODE COMI'rd4NCE AFFICF METRO! -DADS FLAQLER Butt.pitip 14 WEST KAGLFR STREET, SUITE 1603 MiAMI, FI -91111 3313A-1563 (305) 375 -2901 FAX (30 3757 90$ CQNTR4CTOK r<IcFNSINg SEPTiQN (305) 37-252? FA4 posy 375 *2558 :< CONTIZACT,Olt FNFQRCEry1FNT SECTION (305) 375.2 906 FAx (305) 375.29Q8 'PRODUCT PONTRPI, PiYISIAN (305) 375.2902 FM (Al) 3P-6339 Your application for Product Approyal of; 0 060 A/Nll'rll'rl Storm Pawl Sh flyer under Chapter 8 of the Code of Mianmi -pade County goyer4littg the use of Alternate Materials ages Types p Cpnstruction and completely described herein, has been recommended for acceptance by the liarFDode County I 3uildin C ode Compliance Office 8CC0 under the conditio specie herein, g P � ) conditions specified d In. � � ;. This approval shall pot be valid after•the expiration date stated below, 13CCQ reserves the right to Secure Rhts product or material at anytime from a jobsite or p anufact trer's plant for ,quality control testing, •f;;‘ If thisr product or material fails to perform in the approved ;manner, BCC() ray revoke, riodify► pr SN ptrn the use of such product or material immediately, BCCO reserves the right to r'eyolce this apprgynl; lilt ls .'f determined BCCO that this product or material fails to Meet the requirements of the South Florida puiliin Cote, The expense of such testing wiii be incurred by the Raui• RPdrigue? Chiof Froth-let CPlitrol RiYlslpin THIS IS THE COVERSI-ICCT, SEE ADDITIONAL, PAGCS FOR, SPECIFIC AND GINNERAL CONDITIONS BUILDING, CODE & PRODUCT REYIEW iCOMYIMITTEC This application for Product Approval bas been reviewed by the BCCO and approved by the.' tliiding .Code owl Product Review Committee to be used in Dade Coupty under the conditions set forth €rkt °Ye,, rapersco Director 1 of 3 Miami -Fade CQI►Ilty :. Building Code Cnnlpiiance Offlcc, iintns.pne; . Florida Storm Panels, inc, 1, SCOPE This approves an aluminum storm panel shutter, as .described in Section 2 of this • •ptice pf .' Acceptance, designed to comply with the South Florida Ruildtng Code, 1994 Edition for Miami• Dade Cpunty, for the locations where the pressure requirements, as determined by SFDC Chapter: 23, do not exceed the Design Pressure Rating values indicated in the approved drawings, 2, PRODUCT DESCRIPTION This aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents; . Drawing No, 99 - 230, titled f+ Q.1360" Alutpinurrt Storm Panel ", prepared,, by Knezevich & Associates, Inc,, signed and sealed by V, J, 1CnezeYich, P,F,, dated July 19, 1999, ; - last revision #2 dated August 5, 1999, sheets 1 through 4 of 4 bearing the Miami -Dade Cpunty Product Control Approval stamp with the Notice of Acceptance number and approYnl date by the "_ Miami -Dade County Product Control Division, These documents shall hereinafter be referred to as the approved drawings, s 3. LIMITATIONS , All permanent set components, included but not limited to embeddednchor bolts, threaded cones, metal shields, treaders and silts, {Bust be protected against corrosion, contamination and damp at all times, 4, INSTALLATION i, .. This akiminurn storm panel shutter and its components shall be installed in strict compliance With the approved drawings. 5, LABELING Each panel shall bear a permanent la w the panufacturer's name or logo, city, state: and the . following statement: "Miami -Dade County Product 'Control Approved', 6, BUILDING PERMIT REQUIIREIYIENTS • 6.1 Application for building permit shall be accompanied by copies of the following; 6.1,1 This Notice of Acceptance, 0.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this NotiFo gt Acceptance, clearly marked -to show the components selected for the proposed. • ACCEPTANCE No. t APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ' installation. 6.1,3 Any othvit; documents required by the Puilding Official or the South Florida 1 Code (SI in order to properly evaluate the installation of this system, 99- 0726.01 AUG 2 6 199 AUG 2 .G 200z ./ tie Hd.t. 1-relmy A, Iakar, P;E, - Product Control Ocarniner Product Control Division 2 of 3 a, 44, ACCEPTANCE No, ; 99-0726.01 Arm loygp AUG 2 6 1999 • . E ; g 6 ?on. : Florida Storm Panels, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS , . - Renewal Otitis Acceptance (approval) shall be considered after q renewal application has been filed and the original submitted documents including test-supporting AO ? engineering ciPentrientS, nrg tin Older than eight . , 4 (8) years, 2, Any and all approved products shall l)e permaneallY labeled with the mentlificttlier'4 Orate, Pity 4tnte; and the following statement; "Miami Comity product Control AOrrOVectu Pr. ft Speeifie€114 in the specific conditions of this Acceptance. • 3. Renewals of Acceptince will not be considered ift ft. There has been a change in the South Florida 13ttilding Code affecting the evtithotiort of this prOdUct and the product is not in compliance with the code changes. , . b. The product is no longer the same product (identical) as the one originally approyed, e. the Acceptance holder has not complied with till the recpPrements O „c including the correct installation of the product. 4. The engineer, who originally prepared, signed and sealed the Mildred aPeumentation lnitinijy' submittal, is po longer practicing the engineering profession, ' . , 4. Any revision or changeln the Materials, use, and/or ntrulnfacture of the product Or iirocesq shallionomatleally be cause for termiitation of this Acceptance, tIriles s prior written approval has been retre*cl (through the filing of a revision application with appropriate fee) and granted by ibis offica, 5. A .,11) of the following shall also agrounds for of this Accepopce; a. Unsatisfactory performance of thts product or process, , b. Misuse of this Acceptance as on endorsement Pf any procluot, for soles, advertising or Any outer purposes., 6. The Notice of Acceptance number preceded by Me words Mintni-Pacle CP11111Y1 Florida, and followed Iv the expiration date may be displayed in advertising literature. If any portion Pf the Notice Pr Acceptance is displayed, then it shall he donem its entirety, 4 k; 7, A copy of this Acceptance as well as approved drawings and other documents, where it applies shall be.. provided to the iiser by the manufacturer or its distributors and shall be available for inspection at the Job site at all time. The engineer needs not reseal the copies, 8, Failure to comply with any section\ of this Acceptance shall he cause for termination 0114 romoyol of Acceptance. 9. This Notice of Acceptance consists of pages 1,2 and this last page 3. EN p OF Tills ACCEPTANCE 3 pf 3 •P ■;1 • • fie my A. picot P,E, -Proclnot Control ENomlner riroduct Control Nyisiort c o .085' .090" (TYP) "F" TRACK SCALE : HALF SIZE WINGNUT =.30" .469" 08/05/99 12:27 O SCALE : HALF SIZE 1/4" MAX. 3 5.00" 1.50 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING PRODUCT MARKING LOCATION/ 6 -1/4' (TYP) t t • STORM PANEL SCALE : 3" = SECTION 1 0 0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) USE r x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 5.00" 3.500" PRODUCT MARKING (OPTIONAL LOCATION) 1 16 GAGE GALV. STEEL GRADE 50 1.00 OPTIONAL LEG DIRECTION 6 1. 1 STANDARD CHANNEL SCALE : HALF SIZE a TOP MOUNT /— 3Q PLAN VIEW OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT 070 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" O.C. 0 I 0 1 r x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS I5 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS TYP. (SEE NOTE a 8) OS 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1 x 2" MIN. TO 2" x S" MAX. FASTENER @ 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1.813" 2.000" O "h" HEADER SCALE : 3 = 0.00" 75" 1.00" 16 GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION 11 SOFFIT CHANNEL SCALE : HALF SIZE 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE © SCALE : 3" = V -0" 1/4" MAX. 75 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS @ 12 -1/2" 0.C. (TYP) o 4 \1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING O "h" HEADER SCALE : 3" = 1'_0" m 0 GALV. STEEL GRADE 50 OR ALUM. t = MIN..085" KEYHOLE WASHER SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) PLAN VIEW SCALE: 1 -1/2" = 1' -0'• TOP MOUNT 070 OR DIRECT MOUNT O VERLAP FASTENERS (SEE PLAN VIEW 8 NOTE 8l f_ BOTTOM MOUNT 070 OR DIRECT MOUNT O TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 8 BOTTOM MOUNTS SHALL BE •'F" TRACK OR STUDDED ANGLES WITH STUDS (d 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. USE r x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 b TYPICAL ELEVATIONS (TYP ) 0E1-16 GA. 14 STEEL TUBE SCALE : 3" = 1' -0" 1" x 1" TUBE, MAY BE USED WHERE REDUCED JJJ"' SEPARATION FROM GLASS -- - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3. AND PLAN VIEW & NOTE 8 SHEET 1 "U" HEADER SCALE : 3" = 1' -0" O 1 -3/4" OVERLAP MIN. 0 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 ( 5a .125' 6063 -T6 ALUMINUM 5" MAX. ANGLE SCALE : 3" = V -0" `." SCALE : 3" = r -0" 16 GAGE GALV. STEEL 1 2 ",3- ,4 "OR5" O ANGLE STUDDED ANGLE S CALE : 3" = 1' -0" SCALE : 3" = 1' -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS 1.00". FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY. 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS: FLORIDA STORM PANELS. INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS 112 -1/2" O.C.I. AT MIDSPAN TO A r x r x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION 60R03). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" O.C.). AT MIDSPAN W/ 1/4 -20 x r MACHINE BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS OR ®). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED - . 2 MIN. 1 APPROVED AS COMPLYING WITH THE SOUTH ORIDA 8' ILO* CODE DAT lo BY I�A�i . —141 PRODUCT CO3�30L CiV :S •ON BUILDING CCiiE C0MPLc'ANCE OFFICE ACCEPTANCE NO. q - off FASTENER @ 12 O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8 O.C. FOR DESIGN LOAOS GREATER THAN 100 PSF. )SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING 0 . 093" TYP. 1 1.50- 1 ANGLE TYP. 1/4" S.S. STUD (A 6 -1/4" O.C. 1.50" Zz - aJ N w 0 a' O - O Us O CO y cn � a w w Z 05 =w U — z >; N1 co co w z Z o 0 nW ZZ Q2 So 01- 0 o IA 0 N V.J. KN PP.OFE£ SIO sc AS NOTED (design by VJK U) N H GINEER FL Lic n No PE ! 0983 L 19 drawn by MC [chec[chec by� ked drawing no. 99 -230 sheet 1 at 4 V.J. KN ' > ' H PROFESSIU GINE FL Lic - - e No: PE r 0983 07/19/99 scale drawn by AS NOTED MC design by (checked by VJK l VJK drawing no. 99 -230 Sheet 2 of 4 SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE .1TABLE 2) �N\q\\\U\N.`:dNU\\ \1N C \U11U1L MBEDME 4 • I; 1"x4 "x.125 "OR 2 "x 4" x .125" AL. TUBE OR 2"x P.T. WOOD W/ 1/4 "0 LAG SCREWS (3 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE— WALL MOUNT SECTION O SCALE : 3" = 1' -0" CONT. 2 - 1/4 "0 x 4 -1/2" S.S. LAG SCREW Cm 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUOS • THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. Q OR O3 z z w J PANEL TO ANGLE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. 1/4" MAX. 614 S.M.S. @) 10" O.C. L 1/4 -20 MACHINE BOLT & WINGNUT (3) 6 -1/4" O.C. NOTE: USE OF THIS DETAIL IS LIMITED TO s 72 PSF. D WALL MOUNT SECTION (BOTTOM) D SCALE : 3" = 1' -0" EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR © C O NT. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE3' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE3' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING B O CEILING /INSIDE MOUNT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2 1 0 0„ , tea 4 00 , 1/4 "0 ELCO MALE WITH WASHERED WINGNUT (0 6 - 1/4" 0.C. MAX.. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE1'. ® WALL MOUNT SECTION (DIRECT MOUNT) SCALE : 3" = 1' -0" 1/4" MAX. REMOVABLE FASTENER CO 6 -1/4" 0.C. MAX.. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION'TYPE1' . USE 1/4 -2C STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EMBED GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE1' r FASTENER. SEE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE1' OPTIONAL LEG DIRECTION © BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" > OR 1" x 4 "x.125" AL. TUBE (OPTIONAL) - GLASS OR DOOR SEE MIN. SEPARATION — FROM GLASS SCHEDULE (TABLE 2) NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF. F SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT & WINGNUT 12" O.C. TYP. TOP & BOTTOM ©2 OR® 1/2 LOCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 ' 1/4 -20 MACHINE BOLT 8 WINGNUT Col 6 -1/4" O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO ±-72 PSF THREE 1/4 "0 WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER @ 24" 0.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER 612 SMS BETWEEN TRUSSES P10" 0.C. MAX. 1/4" MAX. . APPROVED AS COMPLYING iITH THE SOUTH FLORIDA /WILDING CODE DAT BY PRODUCT CONTir DIV'S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Ii4 L v 1 /_1r1 nl 1/4" MAX. to 0 0 • • • z 0 z cc cc 0 0 a. 0 08/05/99 12:37 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 08/05/99 12:32 N O 0 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK SCALE : 3" = 1' - 0" ALUM OR GALV. STEEL SPACERS AS REQ'D FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1' EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • © BUILD -OUT G MOUNT SECTION SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) immi ARM SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT & WINGNUT (0 6 -1/4" O.C. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1/4 -20 MACHINE BOLT & NUT (0 12" O.C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMING CONNECTION ' TYPE 1' 1/4 -20 MACHINE BOLT b WINGNUT (316-1/4" 0.C. ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 ' SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) J O ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 w SEE MIN. SEPARATION F • OM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. IN 5/8" STUCCO 0 N EMBED FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL N •a 3/4" SCALE : N.T.S. PTIONAL HANDLE LOCATION 8 "x3 "x1 /4 "x 1' -1- ALUMN3M ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 8" x 3" x 1/4" x 1' - 1 -1/2' ALUMNUM ANGLE 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. (a) 3" O.C. OR 1/4"o POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Cal 3" O.C. 5" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS FROM THE INSIDE. (MAY INTERIOR FASTENING BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" 13 -1/2" EQ. 6 -1/4" 6 -1/4" EQ. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1 -1/2" x 1-1/2 - AL. STUD ANGLE 1/4 -20 S.S. BOLTS & WINGNUTS MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. ITYPI O ALT. CORNER DETAIL L SCALE 3" _ -0" APPROVED AS COMPLYING WITH 111 SOUTH FLORI' 8UI DING CODE DAT' Ll .. ► 1. B: �ii" i PRODUCT C I TROL DIVISION O BU:IDiNG CODE COMPLIANCE 0:1 ACCEPTANCE NO. ctct"9 VD-01 CU 0 Zz V3 cn � Wr 1— Q _ O UQ o c y aW z as a Z w — z — W � N q W z Z U 2J zz no- -J Q2 0� 01- ON e P J z z a 0 i 0. a. a V.J. KNEZ o r H PROFESSIO • ' GINEER FL Lic PE AS NOTED design by VJK e No: 0983 07/19/99 (drawn by l MC (checked byj ViKJ drawing no. 99 -230 ( sheet 3 of 4 COPYRIGHT 1999 KNEZEVICH & ASSOCIATES, INC. SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE EDGE DIST. MAX. PANEL LENGTH COUNTY COMMENTS MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' GRADE AB ( (I INC (INCHES) ry SYSTEMS 1 & 2 MIDSPAN TUBE MIDSPAN • BOLTS ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/4 3 1 -'1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 70.0 3' -0" 2 -1/4 3 1 -5/8 4' -0" 2 -1/4 3 1 -1/4 5 -0" 2 -1/4 3 1 -3/8 6' -0 " 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 2 7' -9" 2 -1/2 3 2 -1/2 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 08/05/99 12:32 N O 0 0 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK SCALE : 3" = 1' - 0" ALUM OR GALV. STEEL SPACERS AS REQ'D FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1' EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • © BUILD -OUT G MOUNT SECTION SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) immi ARM SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT & WINGNUT (0 6 -1/4" O.C. EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1/4 -20 MACHINE BOLT & NUT (0 12" O.C. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMING CONNECTION ' TYPE 1' 1/4 -20 MACHINE BOLT b WINGNUT (316-1/4" 0.C. ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 ' SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) J O ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 w SEE MIN. SEPARATION F • OM GLASS SCHEDULE (TABLE 2) SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. IN 5/8" STUCCO 0 N EMBED FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL N •a 3/4" SCALE : N.T.S. PTIONAL HANDLE LOCATION 8 "x3 "x1 /4 "x 1' -1- ALUMN3M ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 8" x 3" x 1/4" x 1' - 1 -1/2' ALUMNUM ANGLE 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. (a) 3" O.C. OR 1/4"o POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Cal 3" O.C. 5" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS FROM THE INSIDE. (MAY INTERIOR FASTENING BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0 ". STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" 13 -1/2" EQ. 6 -1/4" 6 -1/4" EQ. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1 -1/2" x 1-1/2 - AL. STUD ANGLE 1/4 -20 S.S. BOLTS & WINGNUTS MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. ITYPI O ALT. CORNER DETAIL L SCALE 3" _ -0" APPROVED AS COMPLYING WITH 111 SOUTH FLORI' 8UI DING CODE DAT' Ll .. ► 1. B: �ii" i PRODUCT C I TROL DIVISION O BU:IDiNG CODE COMPLIANCE 0:1 ACCEPTANCE NO. ctct"9 VD-01 CU 0 Zz V3 cn � Wr 1— Q _ O UQ o c y aW z as a Z w — z — W � N q W z Z U 2J zz no- -J Q2 0� 01- ON e P J z z a 0 i 0. a. a V.J. KNEZ o r H PROFESSIO • ' GINEER FL Lic PE AS NOTED design by VJK e No: 0983 07/19/99 (drawn by l MC (checked byj ViKJ drawing no. 99 -230 ( sheet 3 of 4 COPYRIGHT 1999 KNEZEVICH & ASSOCIATES, INC. SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE EDGE DIST. MAX. PANEL LENGTH COUNTY COMMENTS ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS W Ch Q Z H c o W IL ul CC ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3• -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5• -3" (SEE NOTE 1) SPANS UP TO 8' -5 (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 1-- w U Z O U • uj o 0 M Z 7 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 :. 111111111111111111111111111111111 ►� 1/4"0 ITW TAPCON W/ 1 -1/2'• MIN. EMBEDMENT 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 1uanw4i\i+imuui+\uaii 1 in° ° " ° ° " " "" 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 :5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 / % 4 12.5 11 10 12.5 4 7 10 3 5 230 i 10 j 4 10 j 4 10 / 4 10 3 5 10 3 5 10 3 5 * t III i 4 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 1/4 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 72 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 92 12.5 12.5 12.5 12.5 9 9 12.5 6 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 6 7 12.5 7 11 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 4 6 6.25 3 5 6.25 6.25 6.25 6.25 5 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 3 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 I HOLLOW CONCRETE BLOCK 48 12.5 12.5 10 12.5 12.5 7 9 4 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12.5 8 12 7 5 7 7 3 12.5 12.5 12 12.5 9 8 9 3 5 -, 1111111111111111111111 1111111111 ►� 1 MIN. EMBEDMENT 72 12.5 12.5 7 10 4 4 6.25 / 3 12.5 12.5 10 12.5 5 7 8 j 4 92 11 7 5 8% 3 6.25 j 3 12.5 8 8 10 5 7 4 230 6.25. 3 6.25 f 3 6.25/ 3 7 j 4 7/ 4 7/ 4 wwua+minmiiuenwi= 1 igluuuuu„. 1/4"0 ELCO MALE/ FEMALE - PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 j 4 12.5 11 10 12.5 4 7 10 3 5 230 i 10 � 4 10 j 4 10 1 4 10 3 5 10 3 5 10 3 5 48 12.5 12.5 12.5 12.5 12.5 10 12.5 5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 62 12.5 12.5 11 12.5 10 7 10 3 4 12.5 12.5 12.5 12.5 12.5 11 12.5 4 7 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW 72 12.5 12.5 9 12.5 6 6 9 / 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 10 7 11 3 5 9 / 4 12.5 12 11 12.5 4 8 11 3 6 230 9 4 9 j 4 9 / 4 11 3 6 11 3 6 11 3 6 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 62 6.25 6.25 6.25 6.25 6.25 6.25 6.257 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 a J 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1/8 MIN. EMBEDMENT 62 6.25 6.25 6.25 6.25 5 6 6.25 4 6.25 6.25 6.25 6.25 6 6.25 6.25Y 5 72 6.25 6.25 6.25 6.25 3 5 6.25 6.25 6.25 6.25 6.25 3 6 6.25 5 230 6.25 / 4 6.2 5 j' 4 6.25% 4 6.25 5 6.250, 5 6.25 / 5 F ASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD P SF MAX. (SEE NOTE 1) MIN. W4' EDGE DISTANCE SPANS UP TO 3•-7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 OOOM 1 7 -3 _ 48 11 11 11 11 11 11 11 11 7 5 -2 NNW >. WOOD LAG W/ MIN. THREAD SHEAR OR PERP. GRAIN 62 11 11 11 11 11 9 11 8 5 1/4"0 1 -3/4" PENETRATION PARALLEL TO WOOD 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 4 11 6 4 11 6 4 5/16 "0 WOOD 1/4 -20 SIDEWALK (3/4 "0 1" MIN. kt1 O.D. BRASS BUSHING HEAD) EMBEDMENT W/ BOLT W/ 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 72 6.25 6.25 6.25 6.25 6 6 6.25 4 92 6.25 6.25 6.25 6.25 3 5 6.25/ 4 230 6.25 , 4 6.25V/ 4 6.25 / 4 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE 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. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (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. 8. 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. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE- SCREW. NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE ORIDA BUILDING CODE 19 SOUTH 1 DAT w � ST BY i1 -a //, PRODUCT C 'ROL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. c ittil LL -01 U 0 Zz _ 0) IT W 1-0 Qo - o Uo: Oa 07 V) d: Q z 00 =w U_ o > W-+ N H W z Z o U 5 8 8 N L,2} 2J ow C ZZ o QG 0 0 Of' do N 0 co m • a Y .. V.J. KN 4 PROFESSIONAL FL Lice PE 0 ( design by VJK f drawn by t MC checked by 1 VJK1 drawing no. 99 -230 sheet 4 of 4 08/05/99 12:33 COPYRIGHT C 1999 KNEZEVICH & ASSOCIATES, INC. COUNTY COMMENTS STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS © 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" O.C. 1 SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 -5 50.0 8 -5 8 -5 60.0 8 -4 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 - 10 6 - 10 100.0 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 -2 5 -11 130.0 4 -9 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 -10 5 -1 170.0 3 -7 4 -11 180.0 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 220.0 2 -9 4 -4 230.0 2 -8 4 -3 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE 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. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (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. 8. 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. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE- SCREW. NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE ORIDA BUILDING CODE 19 SOUTH 1 DAT w � ST BY i1 -a //, PRODUCT C 'ROL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. c ittil LL -01 U 0 Zz _ 0) IT W 1-0 Qo - o Uo: Oa 07 V) d: Q z 00 =w U_ o > W-+ N H W z Z o U 5 8 8 N L,2} 2J ow C ZZ o QG 0 0 Of' do N 0 co m • a Y .. V.J. KN 4 PROFESSIONAL FL Lice PE 0 ( design by VJK f drawn by t MC checked by 1 VJK1 drawing no. 99 -230 sheet 4 of 4 08/05/99 12:33 COPYRIGHT C 1999 KNEZEVICH & ASSOCIATES, INC. COUNTY COMMENTS