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429 NE 99 St (3)r A / 00 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address �9 j /f5-1 Tax Folio Legal Description Historically Designated: Yes // No Owner/Lessee / Tenant Master Permit # 976 6 6 Owner's Address -4 2i N . E. / S 1 j? EST • Phone Contracting Co. - 5 - IC C ) s�t-i2 Jew i L' o � P . Address J 3 ( 55 tik, Z. 12 A ("T 30 6 W. ACA ,vi Qualifier TO U� ��-t G-0 ss# / Phone 3e5 0 State # CE OZ2 7d, 2 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle on :, : BUILDIN 1 ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 VM l /v V M . ' 60 � ) � - /v(� vA) T h[1),2 i Caere . S4 42 S . Square Ft. G7 O Estimated Cost (value) 17 5 1 5' 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 th all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do e work stated. L). �., �t2-L� Si t ure of owner and/or President Si gna Condo Presider Date Notary as to Owner and/or Condo President My Commission Expires: OFFICIAL NOTARY SEAL O � P RV Pv . MOHINEE PERSAUD 0 COMMISSION NUMBER N, , ;Ij 3 Q CC616536 FEES: c . :r. ftoao MY AN ISSO1 rtocp APPROVED: Zoning Mechanical Building D ate C.C.F. Notary as to Contractor or Own uilder. ag Cn minn e F rre i OFFICIAL N DELL MARIE SPE:TIGER NOTARY PUBLIC STATE OF FL IDA COMMISSION NO. CC77O476 _MY. G. ZS,�OO2 NOTARY BOND Electrical TOTAL DUE Plumbing Structural Engineer - 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 to use our .060 Aluminum panels under number 99- 0726.01 to be used at the following job: 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 -DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 4 , 14475 N.W. 26th Avenue Opa Locka FL 33054 CONTRACTOR ENFORCEMENT SECTION • (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 0.060" Aluminum Storm Panel Shutter tinder Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of stick testing will be incurred by the manufacturer. Acceptance No.:99- 0726.01 Expires:08 /26/2002 TIIIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE Sc PRODUCT REVIEW COMMITTEE This application for Product Approvgi has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, \ Florida under the conditions set forth above. i rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County A pProvcd: 08/26/1999 � Building Code Compliance Office Inlernel nsuil midress: poslnwster a huildingcodednline.com k lde BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLQRIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 Raul Rodriguez Chief Product Control Division Owzm Ilnmepuge: http : / /www.huildingcodeonllne.com Florida Storm Panels, Inc. ACCEPTANCE No.: 99- 0726.01 APPROVED . AUG 2 6 1999 EXPIRES AUG 2 6 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves an aluminum storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This aluminum storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -230, titled " 0.060" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.C., dated July 19, 1999, last revision #2 dated August 5, 1999, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product'ontrol Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. • 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked -to show the components selected for the proposed installation. 6.1.3 Any °dm documents required by the Building Official or the South Florida Building Code (SrBC) in order to properly evaluate the installation of this system. / /(44<t. / 7 • / (.c�% I-relmy A. lkar, P.C. - Product Control Examiner Product Control Division 2of3 4, Florida Storm Panels, Inc. ACCEPTANCE No. : NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I -- Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. e. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the ,engineering profession. 4. Any revision or change In the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for.removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any sections of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF TIIIS ACCEPTANCE APPROVED EXPIRES 99- 0726.01 AUG 2 6 1999 .AUG 2 6 2002 Ileliny A. lkar, P.E. - Product Control Examiner Ijroduct Control Division 3 of 3 (VERTICAL OR HORIZONTAL) I i I I . - -�C- _ SE .325" 0 .085 .090" (TYP) 1/4" MAX. t l O "F" TRACK SCALE : HALF SIZE WINGNUT O SCALE : HALF SIZE a .188" u.30" 1. 469" 5.00" 1.50" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING I t PRODUCT MARKING LOCATION/ 1.50" 12.50" COVERAGE 14.50" STORM PANEL SCALE : 3" = 1' -0" 6 STANDARD CHANNEL SCALE : HALF SIZE WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION 1 0 0" 5.00" 3.500" PRODUCT MARKING (OPTIONAL LOCATION) 6 -1/4' (TYP) ..-- 16 GAGE GALV. STEEL GRADE 50 .00 OPTIONAL LEG DIRECTION TOP MOUNT /000 PLAN VIEW 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS 15 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, AND PLAN VIEW & NOTE 8 SHEET 1 OVERLAP FASTENERS !SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT 00 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 @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. USE 1" x 1" x 16 GA STEEL 'TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 0 11 ' r n - OVERLAP FASTENERS TYP. (SEE NOTE is 8) 0 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1 "x 2" MIN. TO 2" x 5" MAX. FASTENER l® 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND .8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1.813" 2.000" O "h" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 .�- OPTIONAL LEG DIRECTION = 75" 1751 SOFFIT CHANNEL SCALE : HALF SIZE 1.00" 1 1 F 14 GAGE GALV. STEEL 5.00" MAX. CLOSURE SCALE : 3" = 1' -0" w -J 0 2 u N J z a F 0 0 to w N 1/4 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS (m 12 -1/2" O.C. (TYP) 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR FRAMING 0 a 0 .050" ,250' N II! II 1.813" I 1.987' "h" HEADER SCALE : 3" = 1' -0" 11/32 "O k3 . .939"4 GALV. STEEL GRADE 50 OR ALUM. t = MIN. .095" 2.000" KEYHOLE WASHER SCALE : HALF SIZE WIDTH UNLBV'ITED (PERP. TO PANEL SPAN) SECTION 6 - 1/4' (TYP 5 /8" 0 14 1 1 LDF'6 GA. STEEL TUBE SCALE 3" = T -0" I i -TOP MOUNT 00 OR DIRECT MOUNT 1" TUBE, MAY BE D WHERE REDUCED ARATION FROM GLASS EOUIREO. SEE ARATION FROM GLASS EDULE. SHEET 3, AND N VIEW & NOTE 8 SHEET 1 RLAP FASTENERS PLAN VIEW & E 8) BOTTOM MOUNT 070 OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) 1 G OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (B. 6 O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" O.C. V /4" MAX. PLAN VIEW SCALE: 1 -1/2" = 1' -0" 0 USE 1" x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8:& TYPICAL ELEVATIONS (TYP.) 0 O 4 "U" HEADER SCALE 3" = 1' -0" 1 -3/4" OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 0 N .125" 6063 -T6 ALUMINUM 5" MAX. 5a ANGLE O S CALE : 3" = 1' -0" 16 GAGE GALV. STEEL 0 N ANGLE STUDDED ANGLE SCALE : 3" = 1' -0" 0 SCALE : 3" = t' -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 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 FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -1114 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 END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FL DADE COUNTY PRODUCT CONTROL APPROVED MIN. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING Ift FASTENER Cd 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1 I 1.50° # I A NGL E .093" TYP. SCALE : 3" = 1' -0" {t -093" TYP. 1/4" S.S. STUD @ 6 -1/4" O.C. 1.50" 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 1" x 1" 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 ®OR @). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS 112 -1/2" O.C.), AT MIDSPAN W/ 1/4 -20 x1" MACHINE BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS@ OR ®). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS E. 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 (ETC) TEST REPORTS No. 95 -036 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON 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". APPROVED AS COMPLYING WITH THE SOUTH LORIDA B' ILOING CODE DAT �.. to BY PRODUCT CO.., ROL GIVE ON BUILDING CODE COMPLIANCE OFFICE :ACCEPTANCE NO. 11 - 0/1-(2- 01 U zz 1- -( ■ LU H I.- Q _ o U cc O Ny Q w ol z O 2 U0 -Z > WJ N m Wz z0 0 LL w 5 8 KC ui 8 zz Q2 0� O 0l- ON CO 0 N ID 1� 2 2 joro O U C) z < (pJ� Q J §o � Ztn ) Da '' LL '00 O cc)) t Q (design by. VJK drawn by MC ( Checked by VJK .drawing no. <99 sheet 1 of 4 08/05/99 12:27 COPYRIGHT 0 1999 KNEZEVICH & ASSOCIATES, INC. (VERTICAL OR HORIZONTAL) SEE MIN SEPARATIO FROM GLASS SCHEDULE (TABLE 2 GLASS OR DOOR ANGLE TO WALL DETAIL GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1" x 4" x.125 "OR 2 "x 4"x.125"AL. TUBE OR 2 "x6" P.T. WOOD W/ 1/4 "0 LAG SCREWS @ 12 O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE 08 /05 /99 12:37 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE r CONNECTION 'TYPE 2' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING A O WALL MOUNT SECTION SCALE : 3 = 1 J 0111111!! i I [► .ffiu mus..;a\7 v 111 f \1\U111 II MIE iiimpor MBEDM A gE fi 1 I QCONT #14 S.M.S. ® 10" 0.C. 2 - 1/4 "0 x 4 -1/2" S.S. LAG SCREW (B 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS x THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. WALL MOUNT SECTION (BOTTOM) D SCALE : 3" = 1' -0'• 10 OR ® PANEL TO ANGLE DETAIL 1/4" MAX. 1/4 -20 MACHINE BOLT $ WINGNUT (al 6 -1/4" O.C. 1/4 -20 MACHINE BOLT $ WINGNUT Cal 6 -1 /4" O.C. EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) SEE MIN. L SEPARATIO N FROM GLAS S SCHEDULE (TABLE 2) GLASS OR DOOR QCONT. ci I EQUAL 4 ' / EDGE DIST I - EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 -20 MACHINE BOLT $ WINGNUT ® 6 - 1/4" O.C. arm MOUNT SECTION SCALE 3" = 1' -0" GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2 E WALL MOUNT SECTION (DIRECT MOUNT) SCALE :.3•' = 1• -0•' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TWE3' REMOVABLE FASTENER @ 6 -1/4" 0.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TWE 1 • . USE 1/4 -2C STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 0 1/4 ELCO MALE WITH WASHERED WINGNUT Ce 6 -1/4" O.C. MAX.. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE') 1/4" MAX EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EMBED FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE1' GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION •TYPE1' FROM GLASS SCHEDULE (TABLE 2) SCALE 3" = NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF. © SOFFIT MOUNT DETAIL SCALE: 3" = 1• -0" OPTIONAL LEG DIRECTION 1/4 -20 MACHINE BOLT $ WINGNUT @ 12" 0.C. TYP. TOP & BOTTOM Q2 OR® 1/2" OCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • 0" 1/4 -20 MACHINE BOLT 8 WINGNUT Col 6 -1/4" O.C. BUILD -OUT MOUNT SECTION OR1 "x4 "x .1 25" A L. TU BE ( OP T I O N A L) GLASS OR DOOR SEE MIN. SEPARATION 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 Cd 24" 0.C. MAX.) 2 x WOOD JOIST. TRUSS OR RAFTER 1112 SMS BETWEEN TRUSSES Col 10" 0.C. MAX. 1/4" MAX r APPROVED AS COMPLYING ITH THE SOUTH LORIDA B ILDING CODE DAT 19 BY PRODUCT COh7•il DIV'S ON BUILDING CODE COMPL:AINCE OFFICE ACCEPTANCE NO. - O p• n 1 _ 1/4" MAX. U O Zz - F (I) ,_ W,- 1 O Q 0 O — O U cc 0` CO v1 CI) z Q w z =m —z 2 >;- W - N W Z f 0 0 Iti' w lu LL • 2 5 U N = N e. ow ZZ J 0� 01- CO c 0 1, 0 0 0 2 3 a 0 i a o. 3 P . 74J � H t GINEER FL Lic a No: PE t'�0983 .:1M V.J. KN PROFESS Nate Fatale AS NOTED [design by J VJK 07/19/99 f drawn by MC (checked by VJK drawing no. 99-230 sheet 2 of 4 08 /05 /99 12: 32 EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK BUILD -OUT MOUNT SECTION SCALE 3" = 1' - 0" ALUM. OR GALV. STEEL SPACERS AS REO•D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' SCALE 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. (TYP. TOP & BOTTOM) EOUAL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. EXISTING CONCRETE FASTENER, SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION • TYPE 1' N O W 0 0 SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) msstsswn ALUM. OR GALV. STEEL SPACERS AS REQ'D 0 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 ' 0 ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL 0 0 W SCALE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' SEE MIN. SEPARATION F GLASS SCHEDULE (TABLE 2) 3" = 1' -0' SCALE : 3" = 1-0" 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. NEW STRUCTURE DETAIL O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT (ol 6 - 1/4" 0.C. IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "F" TRACK CONNECTION TO co 3/4" 1/4'-x,1 SCALE : N.T.S. PTIONAL HANDLE LOCATION PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH 8 "x3" - 1/4" x 1' - 1- ALUMN:JM ANGLE 1/4 -20 STUD W/ NUT 8" x 3" x 1/4' x 1' - 1 -1/2" ALUMNUM ANGLE 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. @ 3" O.C. OR 1/4 "a' POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3" O.C. 5 13 -1/2" ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO 72 PSF AND A MAX.. PANEL LENGTH OF 11' -0'. OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" EO. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 701 -1/2" x 1 -1/2" AL. STUD ANGLE 1/4 -20 S.S. BOLTS & WINGNUTS (ID MIDPOINT OF PANEL SPAN OR 51" O.C. MAX. ITYP) O ALT. CORNER DETAIL L SCALE : 3" = 1' -0" APPROVED AS COMPLYING WITH TH SOUTH FLORA BUI IING CODE DATr : Ik 1 ' PRODUCT C 1 ROL DIVISION BU :1 DING CODE COMPLIANCE 0; .i; ACCEPTANCE . Z(6 -0( N fi 0 O IN IV W • N 5 O a J LL E 5 LL • ; F, 0 = m 0 e . Y O Q Z z w z m 8 N Ln cco>0 Oz � J () NLL.6 O W Zoo Z U,o O a- T 0- CCDD LL 'Oa C7 t Q. 0 • z z_ 3 Cr i a a 3 amummis (design by 1 1 V JK (CneCk.d D y) VJKJ drawing no. 99 -230 sheet 3 of L. COPYRIGHT 0 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 COHHENTS MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) 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 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 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 08 /05 /99 12: 32 EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK BUILD -OUT MOUNT SECTION SCALE 3" = 1' - 0" ALUM. OR GALV. STEEL SPACERS AS REO•D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' SCALE 3" = 1' - 0" EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. (TYP. TOP & BOTTOM) EOUAL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" O.C. EXISTING CONCRETE FASTENER, SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMIN CONNECTION • TYPE 1' N O W 0 0 SEE MIN. EPARATION FROM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) msstsswn ALUM. OR GALV. STEEL SPACERS AS REQ'D 0 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 ' 0 ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL 0 0 W SCALE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' SEE MIN. SEPARATION F GLASS SCHEDULE (TABLE 2) 3" = 1' -0' SCALE : 3" = 1-0" 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/4" 0.C. NEW STRUCTURE DETAIL O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT & WINGNUT (ol 6 - 1/4" 0.C. IN 5/8" STUCCO FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK "F" TRACK CONNECTION TO co 3/4" 1/4'-x,1 SCALE : N.T.S. PTIONAL HANDLE LOCATION PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH 8 "x3" - 1/4" x 1' - 1- ALUMN:JM ANGLE 1/4 -20 STUD W/ NUT 8" x 3" x 1/4' x 1' - 1 -1/2" ALUMNUM ANGLE 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. @ 3" O.C. OR 1/4 "a' POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3" O.C. 5 13 -1/2" ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) INTERIOR FASTENING ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS LIMITED TO 72 PSF AND A MAX.. PANEL LENGTH OF 11' -0'. OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" EO. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 701 -1/2" x 1 -1/2" AL. STUD ANGLE 1/4 -20 S.S. BOLTS & WINGNUTS (ID MIDPOINT OF PANEL SPAN OR 51" O.C. MAX. ITYP) O ALT. CORNER DETAIL L SCALE : 3" = 1' -0" APPROVED AS COMPLYING WITH TH SOUTH FLORA BUI IING CODE DATr : Ik 1 ' PRODUCT C 1 ROL DIVISION BU :1 DING CODE COMPLIANCE 0; .i; ACCEPTANCE . Z(6 -0( N fi 0 O IN IV W • N 5 O a J LL E 5 LL • ; F, 0 = m 0 e . Y O Q Z z w z m 8 N Ln cco>0 Oz � J () NLL.6 O W Zoo Z U,o O a- T 0- CCDD LL 'Oa C7 t Q. 0 • z z_ 3 Cr i a a 3 amummis (design by 1 1 V JK (CneCk.d D y) VJKJ drawing no. 99 -230 sheet 3 of L. COPYRIGHT 0 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 COHHENTS • . FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE 40.0 MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE LOAD (W) P SF MAX. 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) (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 3 140.0 NI11111111111111111111111111111111U> 1/4 "0 ITW 1 - 1/2" MIN. TAPCON EMBEDMENT TYPE 48 125 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 2 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 W/ 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 1 - 3/4" MN. THREAD 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 MIN. 3,000 P.S.I. CONCRETE mimmS munummmu\1= 1 i1 1/4"0 FEMALE "PANELMATE" 1 - 3/4 MIN. WITH 1/4 SCREW ■■■■■"mm> ELCO MALE/ EMBEDMENT - 20 MACHINE OR WINGNUT 6.25 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 6.25 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 W/ 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 10 � 4 10 4 10 r 4 10 3 5 10 3 5 10 3 5 l 1/4 "0 POWERS W/ 7/8" & 1/4 -20 STEEL MACHINE /// i - IN SCREW 48 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 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 CALK EMBEDMENT STAINLESS 72 12.5 12.5 12.5 12.5 12.5 11 12.5 • 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 • 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 • 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 • 6.25 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 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 1/4 ZAMAC W/ EMBEDMENT C POWERS NAIL - IN 1 - 1/8" MIN. 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 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 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 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 HOLLOW CONCRETE BLOCK :•11111111111111111111111111111111W 1/4 "0 ITW 1 -1/4" MIN. TAPCON W/ EMBEDMENT 48 12.5 12.5 10 12.5 12.5 7 9 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 6 2 12.5 12.5 8 12 7 5 3 12.5 12.5 12 12.5 9 8 9 3 5 72 12.5 12.5 7 10 4 4 6.25/ 3 12.5 12.5 10 12.5 5 7 8 92 11 7 5 8/ 3 6.254 3 12.5 8 8 10 3 5 7/ 4 230 6.25 j 3 6.25/ 3 6.25 3 7 j 4 7 j 4 7 / 4 nommi 71t + i]mullum: 1/4"0 FEMALE "PANELMATE" 1 -1/4 MIN. WITH 1/4 SCREW "mummmwmu ELCO MALE/ W/ EMBEDMENT -20 MACHINE OR WINGNUT • 48 12.5 12.5 12.5 12.5 12.5 11 12.5 • 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 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 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 10/ 4 10 4 10 r 4 10 3 5 10 3 5 10 3 5 * Eli% 1/4 "0 POWERS W/ 7/8" & 1/4 -20 STEEL CALK EMBEDMENT STAINLESS MACHINE 1 -IN SCREW 48 12.5 12.5 12.5 12.5 12.5 10 12.5 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 4 12.5 12.5 12.5 12.5 12.5 11 12.5 4 7 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 , 9 j 4 9 4 11 3 6 11 3 6 11 3 6 4 8 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 5 6.25 11 0 l ) 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 1/4"0 ZAMAC W/ EMBEDMENT POWERS NAIL -IN 1 -1/8 MIN. 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 6.25 % 5 72 6.25 6.25 6.25 6.25 3 5 6.250 4 6.25 6.25 6.25 6.25 3 6 6.25/ 5 230 6.25 4 6.25X 4 6.25 4 6.25 j 5 6.25 j 5 6.25, 5 FASTENER MAXIMUM ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (nl 6 -1/4" O.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) MIN. 3/4" EDGE DISTANCE 40.0 8 -5 LOAD 50.0 8 -5 8 -5 60.0 8 -4 (W) SPANS UP TO 3 ._ 7 " SPANS UP TO 5' -3" SPANS UP TO 8' - 5" 80.0 7 -3 PSF NOTE 1) NOTE 1) NOTE 1) STI IC' ANCHOR TYPE MAX. (SEE (SEE (SEE CONNECTION CONNECTION CONNECTION 130.0 4 -9 (SEE 140.0 4 -5 NO TE TYPE TYPE TYPE 160.0 3 -10 1) 170.0 3 - 7 4 - 11 180.0 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 1 2 3 1 2 3 1 2 3 OOOM 4 -3 48 11 11 11 11 11 11 11 11 7 111111111113 6 2 11 11 11 11 11 9 11 8 5 1/4 WOOD LAG W/ 72 11 11 11 11 11 7 11 6 4 1 - 3/4" MN. THREAD 92 11 11 9 11 9 6 11 6 4 PENETRATION SHEAR PARALLEL OR PERP. TO WOCD GRAIN 230 11 6 4 11 6 4 11 6 4 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 111 k\1 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 5/16 "0 O.D. BRASS 72 6.25 6.25 6.25 6.25 6 6 6.25V 4 WOOD BUSHING W/ 92 6.25 6.25 6.25 6.25 3 5 6.25/ 4 1/4 - 20 SIDEWALK BOLT (3/4"0 HEAD) W/ // 1" MIN. EMBEDMENT 230 6.25/ 4 6.25 j 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 SOUTH LORIDA CODE 1 BY i�_ ��s� •/ PRODUCT C �ROL OIV:S:0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. l 1 1t -01 U 0 Z 07 I 111` 4- 0 Q o UQ O` Cl) I= Q w z c 00 - ILI N IW z Z U 0 0 U m � • @ R LL • E U N • 0 g w w 3 V.J. KN OPESSt0 NAL FL Lice PE 0 `design by 1 ( VJK z W a z co m 0 x P 0 e 2 a 5 a 0 a drawn by MC, (checked Dy VJK droving no. 99 -230 f sheet 4 of 4 08/05/99 12:33 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 @ 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS 1Th 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (nl 6 -1/4" O.C. 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 SOUTH LORIDA CODE 1 BY i�_ ��s� •/ PRODUCT C �ROL OIV:S:0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. l 1 1t -01 U 0 Z 07 I 111` 4- 0 Q o UQ O` Cl) I= Q w z c 00 - ILI N IW z Z U 0 0 U m � • @ R LL • E U N • 0 g w w 3 V.J. KN OPESSt0 NAL FL Lice PE 0 `design by 1 ( VJK z W a z co m 0 x P 0 e 2 a 5 a 0 a drawn by MC, (checked Dy VJK droving no. 99 -230 f sheet 4 of 4 08/05/99 12:33 COUNTY COMMENTS