Loading...
1259 NE 97 St (6)75"1? —S6p3 Date Qualifier 4 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /2574/z 9 7 S 7' Tax Folio Legal Description -� Historically Designated: Yes No f 6;;;Lessee/ Tenants �' �' - 6 Master Permit # - ` y 7 / 90/ Owner's Address / S 7 Phone Contracting Co. A.,/;,0 /e eA p,, f ,c> S f��e Address ,-2//-� f1 U e 8 ,2du State # - ° Municipal # Competency # 96E3Mo/ Ins. Co. Architect/Engineer 7/ L / �' Q Address Bonding Company Address Mortgagor Address Permit Type (circle one UILDING ELECTRICAL PLUMBING MEC AL ROOFING PAVING FENCE SIGN WORK DESCRIPTION J % ,e,iq � � -��( -S ,6Z SS# - Phone g2 Square Ft. 7 Estimated Cost (value) ' / 0 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 foregoi information is accurate and that all work will be done in compliance with all applicable laws regulating construction andJzoni � ` t . of ep f at tl orize the above -named contractor to do the work stated. % Nx �" ^`�eyta ``6)313) d - Signature of owner and/or Condo President Date'c c Signature of Contractor r Owner- Builder Date we. otary as to Owner and/or Condo Presi My Commission Expires: FEES: PERMIT RADON C.C.F. TOTAL DUE Notary as to Contractor Owntir- Builde My omits spires .'., P�y . ,- c•t , . c . cc, 3 7- o? D O 1 APPROVED: Zoning Buildin Mechanical Plumbing Engineering 1 - j Electrical _ EASTERN METAL. SUPPLY INC. QUALITY SHAPES IN ALUMINUM SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Dear Building Official: We are the Dade County Notice of Acceptance holder for the .050" Bertha Rolled Aluminum Storm Panels under number 96- 1203.08 This letter authorizes /iLs � j,J 4 5 - 646,47 - 4-'74r to use our .050" Bertha Rolled Aluminum Storm Panels approved under number 96- 1203.08 to be used at the following job: �i 6 CAL cam / �q N E 9 7 3 -1- ) �At / �v 5 1 Glen agaldi `' or Greg Weekes Secretary / Treasurer Vice President Eastern Metal Supply, Inc. Eastern Metal Supply, Inc. 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. NORTH CAROLINA 2925 Stewart Creek Blvd. Charlotte, NC 28216 800- 343 -8154 704 -391 -2268 Fax 704- 391 -2267 CORPORATE 3600 23rd Ave. South Lake Worth, FL 33461 -3247 800 -432 -2204 581- 533 -8061 Fax 561- 588 -4780 TEXAB 15090 Sommermeyer —9c 6-00 Houston, Tx 77041 800- 996 -6081 713- 896-9399 Fax 713- 896 956 3 is / ,t > e ?� 004 /// X c c 75 - cc 4� +6 3 A iv r: g d�/r /y/ 3 7 /c7- pd (,*(r4- -61‘= / r A �7ST if 54 P s METRO METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • t BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Eastern Metal Supply, Inc. 3600 23rd Ave., South Lake Worth FL 33461 Your application for Product Approval of: 0.050" Bertha Rolled Aluminum Storm Panel Shutters under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Eastern Metal Supply, Inc. drawing Number 96 -331, sheets 1 through 8 of 8, dated 07/15/97, signed and sealed by Walter A. Tillit Jr., P.E. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or ma.nufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 1203.08 Expires:08 /07/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved:08 /07/97 Internet mail address: postmaster @buildingcodeonline.com PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonllne.com • Eastern Metal Supply, Inc. ACCEPTANCE NO.: 96- 1203.08 1. DESCRIPTION 1.1 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved Drawing No. 96 -331, sheets 1 through 8 of 8, using 0.050" Aluminum, 5052 -H32 Alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.119 ", forming _ 2.25" deep ribs. 2.3 Components shall be Aluminum Alloy 6063 -T6 as shown on the approved Drawing No. 96 -331, sheet 1 of 8. 2.4 Tested specimen: dimensions: 48" wide x 72" 48" wide x 96" 48" wide x 108" 48" wide x 108" 48" wide x 120" 48" wide x 120" long overall (ATL #1022.01-96)(1 long overall (ATL #1022.01-96)(1 long overall (ATL #1022.01-96)(1 long overall (ATL #1022.01-96)(8 long overall (ATL #1022.01-96)(1 long overall (ATL #1022.01-96)(1 specimen )(PA 201). specimen )(PA 201). specimen )(PA 202). spccimens)(PA 201 & PA 203). specimen )(PA 202). specimen )(PA 201 & PA 203). 'AUG 071997 : AUG 0 7 2000 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected as installed only as shown on Drawing Number 96 -331, sheets 1 through 8 of 8. For Design Load vs. Panel Span, see Maximum Design Pressure Rating "W" (psf) and Corresponding Maximum Panel Length "L" Schedule on • Drawing No. 96 -331, sheet 4 of 8. For fastener spacing (inches) required for various design loads and spans, see the anchor schedules for attachments to minimum 3000 psi concrete and hollow concrete block on Drawing No. 96 -331, sheets 5 & 6 of 8. For installation details on existing wood buildings, see Drawing No. 96 -331, sheets 7 & 8 of 8. 3.2 Minimum separation to existing glass to protect shall be as shown in Maximum Design Pressure Rating "W" (psf) and Corresponding Maximum Panel Length "L" Schedule on Drawing No. 96 -331, sheet 4 of 8. 3.3 Maximum clearance between top of panel and insidc of header shall be 1/4 ". 3.4 Reinforcement: None. - 2 - Helmy A. akar, P.E. - Product Control Examiner Product Control Division %Eastern Metal Supply, Inc. -2a- ACCEPTANCE NO.: 96- 1203.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved Drawing Number 96 -331, sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum shutters shall be to concrete, masonry and /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing Number 96 -331, sheets 1 through 8 of 8. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; rnean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawings Number 96 -331, sheets 1 through 8 of 8, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. . 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 4 (/64----- AUG 07 1997 AUG 0 1 2000 1 -lelmy A. akar, P.E.- Product Control Examiner Product Control Division TEST TEST LOAD DESIGN LOAD Deflcctio n LARGE MISSILE IMPACT TEST (72" SPAN) SFBC PA 201 -94 SATISFACTORY ATL #1022.01-96 Max. 2.25" LARGE MISSILE IMPACT TEST (96" SPAN) SFBC PA 201 -94 SATISFACTORY ATL #1022.01-96 Max. 2.125" LARGE MISSILE IMPACT TEST (108" SPAN) SFBC PA 201 -94 SATISFACTORY ATL #1022.01-96 Max. 3.6875" LARGE MISSILE IMPACT TEST (120" SPAN) SFBC PA 201 -94 SATISFACTORY ATL #1022.01-96 Max. 3.875" UNIFORM STATIC AIR PRESSURE (108" span) SFBC PA 202 -94 (positive) +97.5 PSF ATL #1022.01 -96 +65.0 PSF ATL #1022.01 -96 UNIFORM STATIC AIR PRESSURE (108" span) SFBC PA 202 -94 (negative) -115.5 PSF ATL #1022.01-96 -77.0 PSF ATL#1022.01-96 UNIFORM STATIC AIR PRESSURE (120" span) SFBC PA 202 -94 (positive) +93.0 PSF ATL #1022.01 -96 +62.0 PSF ATL #1022.01 -96 UNIFORM STATIC AIR PRESSURE (120" span) SFBC PA 202 -94 (negative) -110.0 PSF ATL #1022.01-96 -73.3 PSF ATL# 1022.01 -96 CYCLIC WIND PRESSURE TEST (108" span) SFBC PA 203 -94 (positive) +85.0 PSF ATL #1022.01-96 +65.0 PSF ATL#1022.01-96 CYCLIC WIND PRESSURE TEST (108" span) SFBC PA 203 -94 (negative) -100.0 PSF ATL #1022.01 -96 -77.0 PSF ATL #1022.01 -96 CYCLI.0 WIND PRESSURE TEST (120" span) SFBC PA 203 -94 (positive) +81.0 PSF ATL #1022.01-96 +62.0 PSF ATL#1022.01-96 CYCLIC WIND PRESSURE TEST (120" span) SFBC PA 203 -94 (negative) -95.0 PSF ATL 111022.01-96 -73.3 PSF ATL# 1022.01 -96 istern Metal Supply, Inc. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: -2b- RESULTS: ACCEPTANCE NO.: 96- 1203.08 :A00 071997 AUG 0 7 2000 Pi 4. 1-lelmy A. lakar, P.E.- Product Control Examiner Product Control Division Eastern Metal Supply, Inc. • i - 2c - ACCEPTANCE NO.: 96- 1203.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1/,/I. v I -Ielmy A. Makar, P.E.- Product Control Examiner Product Control Division 8.2 Drawings: 8.2.1 Drawing Number 96 -331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 8.4.2 Calculations for revised anchor schedule, dated 05/02/97, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report of coils, dated 01/23/96, for Aluminum Alloy 5052 -H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 8.3.2 Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.G. • AUG n 7 1997 : AUG 0 1 2000 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. ATL #1022.01 -96 dated 11/08/96, signed and sealed by William R. Mehner, P.E. Eastern Metal Supply, Inc. ACCEI'TANCE NO.: 96- 1203.08 : AUG 07 1997 : AUG 0 1 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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. y 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering 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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as . a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Hc A. akar, P.E.- Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- WOOD HEADER REQUIRED (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS OF »1NDOW OR S. C. D. 1/4" 0 x 1 1/2" LAG SCREWS A 6" 0. C. 1/4" 0 x 3' LONG LAG SCREWS 0 6" O. C. W/ 1 27/32' Min. PENETRATION ro EXISTING WOOD HEADER. Cont. ALTERNATIVE 8 1/4" 0 -20 x 3/4" BOLTS W/ 7/8" x 3/32" WING NUT • 12 O. C. ALTERNATIVE 9 1/4" 0 -20 S. S. BOLTS • 12' 0. C. W/ NUT de WASHER 1" Min. Cont. d ily 5 � ►w1 I 1I I.I.I•I I.1'I.elriiz..= 1111i111 - Ali 11 rr 0 Cont. - 9 9 ALTERNATE LEG LOCATION 1 • M i L 1 . Min. 1/4 0 -20 S. S. BOLTS 0 12 0. C W/ NUT & WASHER. --CO Cont. NEW P. T. 2" x 6 Cont. W /( 1/4" 0 x 5 LAG SCREWS 0 EACH STUD (MIDWIDTH OF STUD, r Min. NOMINAL) AND W/ r Min. PENETRATION INTO E71STING STUD. WALL MOUNTING SECTIONS A NOTE FOR COMBINATION OF SECTIONS:: FLOOR/ MALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WOOD HEADER REQUIRED (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. D. INSTALLATIONS SCALE : 1/4 r !- 433" 0. 0. x .634" LONG BRASS BUSHING W/ 1/4" 0-20 x r s. S. S. M. S. • 12" 0. C. FOR SPANS UP ro 5' -9' AND O 6' O. C FOR SPANS UP TO 9'-0" Max. OR 1/4' -20 ELCO male female PANEZMATE O 1 O. C. W/ 1 7/8" Min. PENETRATION FOR SPAN UP TO 9' -O". O MIDWIDTH OF PLATE' ALTERNATIVE 1 0 .433 0. D. x 634 LONG BRASS BUSHING W/ 1/4" 0 -20 x 2" 5. S. S. M. 5 • 12 O. C. FOR SPANS UP TO 5' -9 AND 0 8" 0. C. FOR SPANS UP TO 9'-0" Max. OR 1/4" 0 -20 ELCO mole female PANELMATE • 1 0. C. W/ 1 7/8' Min. PENETRATION FOR SPANS UP TO 9' -O". ria..6■11/b 1/4' 0 x 1 1/2" LAG' SCREWS 0 4" 0. C. -(SEE SCHEDULE) FOR Min. SEPARATION "5" TO EXISTING GLASS OF WINDOW OR S. G. 0. Cont. WOOD TRUSSES OR RAFTER • 24' 0. C. REQUIRED NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO 465.0, -72.0 psl AND PANEL'S LENGTHS UP 70 9' -0 2. NEW r x 6"P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 2 M. 74 C. w/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPEQIFIC DENSITY OF 0.55 OR EQUAL. W Cont. 1/4" 0 x 2 1/2 LAG SCREW 6" 0. C. ALTERNATIVE 1 NEW 2" x 6" P. T. Cont. WOOD PLATE WcI(2) 5/16" 0 x 6 LAG SCREWS ro EACH RAFTER OR TRUSS. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL »1077-1) W/ 2" Min. PENETRATION. 1/4" 0 -20 x 3/4 BOLTS W/ /8' x 3/32" WING NUT 0 12 0. C. r x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) WOOD TRUSSES OR RAFTER O 24" 0. C. REQUIRED .500 "-J 3 4 S. S. S . S. • r O. C. (SEE SCHEDULE _+ FOR Alin. SEPARATION "5" - TO EXISTING GLASS OF WINDOW OR S. C D. Cont. EO EQ 1/4 0 x 2 1/2 LAG SCREW • 6 Cont. ALTERNATIVE 2 2'x6" a WOOD DECK >K REQUIRED (NO FINISH ALLOWED) 1/4" 0 -20 x 3/4" BOLTS W/ 7/8' x 3/32 HYING NUT 12" 0_ C. CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 3 SCALE : 1/4" _= 1 /1 itIiEINC . \ 11LLIT TESTING t ENGINEERING COMPANY 6396 N.W. 396,. SL. 519. 217, NRCNN OMENS. F1. 33168 Phone • (303)671-1830 Fos : (305)671 -1531 err. ro WALTER A. TIUJT Jr. P. E FLORIDA Uc. # 44167 2 4' x 1/8 (6063 -75) Alum. TUBE W/ (2) 5/16' 0 x 4" LAG SCREWS TO W EACH JOIST. S LOCATE SCREW e AT MID1$IDTH OF EXISTING WOOD 1v) MEMBER (2" Min. NOMINAL WIDTH) ,LnW /2 Min. ` PENE7R4T70N. WOOD TRUSSES OR RAFTER • 24' 0. C. REQUIRED 14 x 3/4 S. S S. M. 5. 9 6' 0. C. Cont. MOOD TRUSSES OR RAFTER 0 24' 0. C. REQUIRED ant. (SEE SCHEDULE) FO M SEPARATION "5 TO EXISTING GLASS OF WINDOW OR S. G. D. 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC. dozownao 3600 23rd. Are. SOUTH LAKE WORTH. FL 33461 - 3247 r° orseRvlol 5/7/97 9 9 5/16" 0 x 1 1/2' LAG SCREWS 0 4" 0. C. ALTERNATIVE 3 ALTERNATIVE 4 DADE COUNTY as NEW 2"x6'P. T. Cont. WOOD PLATE W /(2) 5/16" 4 x 6" LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Alin. NOMINAL WIDTH) W/ 2" Min. PENETRATION. 1 "x4 "x 1/8 Alin. (6063 -T5) Alum. TUBE W/ (2)5/16"0 x 4 LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD AMBER (2" MIin. NOMINAL WIDTH) W/ r Min. PENETRATION. AS SHOWN SCALE 10/17/96 DATE 96 - 331 DRAWING No SHEET 8 OF 8 FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. C. D. (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING CLASS OF WINDOW OR S. G. D. EASTERN METAL SUPPLY. INC. .3800 23rd. Ave. SOUTH LAKE WORTH, n. 33461 -3247 0/7/97 1,74" o x 3" LONG LAG SCREWS 0 6" o. C. W/ 1 27/32" Min. PENETRATION TO EXISTING WOOD HEADER. FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW ORS G. D. ALTERNATIVE 1 ALTERNATIVE 2 ALTERNATIVE 3 7/8 0 x 3/32" WING NUT 0 EVERY STUD 0 12 0. C Cont. 2 U Cont. 1 /4'0x3'1AG SCREWS 0 6" O. C. W/ 1 27/32" Min. PENETRATION 0 MIDWIOTH OF PLATE. 7/8 0 x 3/32 WING NUT O EVERY STUD O 12" O. c. Cont. 1/4 "0 x 3 LAG SCREWS 0 6 0. C. WW/ 1 27/32" Mm. PDVETRAT7ON 0 4110WID7H OF PY.41E NEW P. T. 2' x 4' (Ain.) Cont. W/ 1/4' 0 x 5' LONG LAG SCREWS• 6" 0. C. W 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. 0 WOOD HEADER "? REQUIRED (SEE SCHEDULE FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. D. PnrnPbnr1∎GH ye ® x 1 1/2° LAG CREWS 0 6' 0. C. Cont. ALTERNATIVE 4 NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Cont. 7/8° 0 x 3/32 WING NUT 0 EVERY STUD A 12" 0. C. NEW P. T. 2 x 6 Cont. W/ (2) O EACH STUD (1DWID H OF STUD, 2' Min. NOMINAL) AND w/ 2" Mein. PENETRATION WTD EXISTING STUD. (SEE SCHEDULE) -1 FOR Min. SEPARATION' TO EXISTING GLASS OF WINDOW OR S. G. D. WOOD HEADER REQUIRED /14x3/4 "5. S. S. M. .S 0 6" 0. C. NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR DE57(W WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9' -0". 2. NEW 2" x 6 P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY &VI1H 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION.: WOOD MEMBERS TO BE SOUTHERN PINE No. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 1" x 2' x .125" (Min.) Alum. TUBE W/ 1/4" 0 x 4' LONG LAG SCREWS 0 6' 0. C. W 1 27/32' Mtn. PENETRATION 7O EXISTING WOOD HEADER. J 0 7/8'0 x 3/32' WING NUT 0 EVERY STUD 012 0. C. Cont. Cont. a 1 x 4" x .125' (Min.) • 6063 -T5 Alum. TUBE ( Cont.) (2) 1/4 0 x 4' LAG SCREWS O EACH STUD (M/DIIIDTH OF STUD, 2' Min. NOMINAL) AND W/ 2 Min. PENETRATION INTO EXISTING 57140. ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4 = ,- WOOD HEADER REQUIRED (SEE SCHEDULE) FOR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. D. 1/4" 0 x 3' LONG LAG SCREWS 0 6' 0. C. W/ 1 27/32" Min. PENETRATION TO EXISTING WOOD HEADER. per '. 0V4P: I I � I 0 0 • IRED ii - / • rmm�ml Ivn wnn holm✓`== : i 111 TAIN T- L 0 0 1/4" 0 x 1 1/2" LAG SCREWS 0 6" 0. C. WALTER A T1LLJT Jr. P. E. FLORIDA Lic. # 44187 AL TERNA T/VE 6 Cont. /1 it E INC. \ TILLJT TESTING & ENGINEERING COMPANY 6395 N.W. 363. SL. SW. 217. VIRGINIA CADDIS. FI. 33166 Pane • (305)371 -1930 . Fax : (305)671 -1531 Cont. 7/8' 0 x /3/32" WING NUT EVERY STUD 0 12" 0. C. Cont. 1/4' 0 -20 S S. BOLTS 0 12' 0. C. W/ NUT & WASHER NEW P. T. 2" x 6" Cont. W/ 0 EACH �STUD (DNID OF STUD, 2 Min. NOMINAL) AND W/ 2" Min. PENETRATION INTO EXISTING STUD. t F WOOD HEADER REQUIRED (SEE SCHEDULE) OR Min. SEPARATION TO EXISTING GLASS OF WINDOW OR S. G. O. Cont. ALTERNATIVE 7 0.050" BERTHA STORM PANEL 1/4' 0 x 3" LONG LAG SCREWS A 6' 0. C. W/ 1 27/32' Min. PENETRATION TO E?OSTING WOOD HEADER Cont. 7/8" 0 x 3/32 I1N0 NUT 0 EVERY STUD 0 12" 0. C. 1/4 ° 8 x LAG SVREWS O6'0. C. W/ 1 27/32' Min. PENETRATION 0 MDWID7H OF PLATE DADE COUNTY AS SHOWN SCALE 10/17/86 DATE 96 - 331 D RAWINO No SHEET 7 OF 8 MAXIMUM DESIGN PRESSURE RATING "l' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM ANCHORS SPACING FOR E. D. a 3 1/2" ss TAPCONS TO CONCRETE 6 " 12" 12" TO MASONRY N/A 7 " N/A RAWL L4M4C NNLIN TO CONCRE/F 3° 1 1" 17" TO MASONRY N/A 8" N/A RAWL CALK -IN TO CONCRETE 6 " 12" 12" TO MASONRY N/A 10" N/A CF TAP -GRIP TO CONCRETE 3 1/2" ;12" 12" TO MASONRY N/A 6 1/2" N /d PANELMITES TO CONCRETE 2 1/2" 9 1/r 0 1 /M TO MASONRY N/A 9 1/2" APPLICABLE TO SECTIONS & ANY COMBINATION OF DIEM 1 (TOP) 1 (BOTTOM) MAXIMUM PAREL • LENGTH 'L" (ft.) +65.0, - 77.0 +62.0, —73.3 12 12" 12" 7 2` 72" 9 1/2 8 1/2" N/A 6" 6 " 6" 6" N/A N/A 7" N/A 7° N/A 6 " N/A N/A N/A N/A 6" N/A N/A N/A 11` N/A 12 11" 11" 11 11" 9 1/2" 6 1/2" 5 1/2" N/A 6" 6 " 6 " 5" N/A 8" N/A 8" N/A 7" N/A N/A N/A N/A 6" N/A N/A 12" 12" 12" 12 12" 10" 8 1/2" 12" 6" 6" 6 " 6" N/A 12" 10" 12" N/A 12" 10" 12" N/A 72" 8 1/2" 11" N/A 7" N/A 6` 6` 12" N/A 6" 6" 6" N/A 6" N/A 6" N/A 6 1/2" N/A 6 1/2" N/A 5 1/2" N/A N/A 6" N/ 6 " N/A N/A 9 1/2" 9 1/2" 9 1/2" 9 1/2" 9 1/2" 8" 5 4 1/2" 6 6 6 5 4" N/A 9 1/2" N/A 9 1/2" N/A 8 1/2" N/A N/A 6" N/A 6 " N/A N/A 3 (roP) 3 (BOTTOM) 4 (TOP) 4 (BOTTOM) 5 (TOP) 5 (BOTTOM) 6 (TOP /BOTTOM) 7 (TOP /BOTTOM) 8 (TOP /BOTTOM) 2 (TOP) 2 (BCTTON) 6 (TOP /BOTTOM) 7 (TOP /BOTTOM) N/A 6" 6° 6" 6" 6 6" 8 (TOP /BOTTOM) 9' -0" OR LESS 9 -0" TO 10' -0 SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS N70 WOO FRAME BUILDINGS * * MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Alin. E. D. FOR RAWL CALK —IN ANCHORS & ELCO PANELMATE IS 2 1/2"). .71 .50 RAWL OLK-fV .75 .50 Cr TAP -6RIP 1.00 .80 • .i ce 2 (BOTTOM) E. D. = EDGE DISTANCE _i„D &Z y9> DADE COUNTY / ThiEINC.\ TILJJT TESTING t ENGINEERING COMPANY e393 KW. 30IR SL. Sb 217. w c.*& A463003.. R 33108 Flue* (3O $71 -153o . tax : (300871 -1331 M. OD WALTER A. TILLR Jr. P. E. FLORIDA Lic 1 44167 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY INC 3600 23rd. Ara SOUTH LAKE WORTH. FL 33461 -3247 eclesmr e01FRAL DOT Wt No 0/7/97 8 AS SHOWN SCALE 10/21/96 DATE 96 — 331 DRAWING No SHEET 8 OF 8 000nnlor AL4XlMUM DESIGN LOAD W OD. 8.1.) MAXIMUM ANCHORS SPACING FOR E. D. .3 1/2" a APPLICABLE TO SECTIONS ANY ODMB/NalION OF MEM , MAXI PANEL LENI;TH "L' (R.) TAPCONS RAWL Z4M NAJLN RAWL LK -IN CALK-IN CF TAP-GRIP PANELWA� TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRE7E TO MASONRY TO CONCRE7E TO MASONRY +55.0, -65.0 8" N/A 4" N/A 8" N/A 5" N/A 3 1 /2" N/A 1 (TOP) 9' -O" OR / LESS �P/F/ 12" 8" 12" 10 12" 12" 12" 8 11" 11" 1 (BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 11" N/A 2 (TOP) 12" 8" 12" 10" 12" 12" 12" 8" 11" 11" 2 (BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 11" N/A 3 (TOP) 1 2" 8" 12" 10 12" 12" 12" 8" 71" 11" 3 (80TTOM) 12" N/A 12" N/A 12" N/A 12" N/A 11 N/A 4 (TOP) 12" 8' 12" 10° 12" 12" 12" 8° 11" 11" 4 (BOTTOM) 12" N/A 12" N/A 12" N/A 12" N/A 11" N/A 5 (TOP) 12" 8" 12" 10" 12" 12" 12" 8" 11" 1 1" 5 (BOTTOM) 11 1/2 N/A 7 1/2" N/A 12" N/A 8 1/2" N/A 6 N/A 6 (TOP /BOTTOM) 10 N/A 6 1/2" N/A 10 1/2 N/A 7" N/A 5" N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A 12" 12" 12" 6" 6 6" 8 (TOP /BOTTOM) +55.0, 6" N/A 6" N/A 6" N/A 6" N/A 6 N/A 2 (TOP) 9' -0" TO 10' -0" 6" 6 6" 6" 6" 6" 6 6" 2 (BOTTON) -65.0 6" N/A 6" N/A 6" N/A 6" N/A 5 1/2" N/A 6 (TOP /BOTTOM) 6" N/A 5 1/2" N/A 6" N/A 6" N/A 4 1/2" N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 6" 6" 6" 6" 6 6" 8 (TOP/BOTTOM) ** MAXIMUM DESIGN PRESSURE RATING "W ' (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES * SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS IN10 WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE INSTANCE. FOR E. 0. LESS THAN 3 1/2". REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. Min. E. D. FOR RAWL CALK -IN ANCHORS & ELCO PANELMAT IS 2 1/2"). ACTUAL E. 0. 3 ° 2 1/2" 2" TAPCON/ZNA4C NNW RAREL :ATES .86 .71 .50 FACTOR RAWL CA Lk-IN .75 .50 CF TAP -GRIP 1. 00 .80 / 1i1iINC.\ TILLIT TESTING & ENGINEERING COMPANY 6595 KW. 36th A. 511. 217. 14200421 V tDDIS. R 33186 Awn* : (305)671 -1530. t'mx : (365)871 -1531 WALTER A. Tfl1R Jr. P. E FLORIDA Lic. >q 44167 E. O. = EDGE DISTANCE 1 DADE COUNTY 0.050" BERTHA STORM PANEL S SHOWN 10/21/96 DATE 96 - 331 IMP. CO 00281812:0 6AR 1111%. w DRAWING NO MOM 6/7/i7 SHEET 5 OF 8 EASTERN METAL SUPPLY,, INC 3600 23rd AM SOUTH LAKE WOR7t1, FL 33461 -3247 2 - - • MAXIMUM DESIGN PRESSURE RA11NG W (P.s.f.) Max. PANEL LENGTH L (ft.) (SEE SECTIONS) MhVIMUM SEPARATION m TD GLASS APPLICABLE TO SECTIONS & ANY COMBINATION TION OF THEM +65.0, —77.0 8' -0 OR LESS 2 1/4" 1 THRU 8 +65.0, —77.0 >8' -0" TO 9' -0" 3 11/16"° 1 THRU 8 +62.0, —73.3 >9' -0" TO 10' -0" 3 7/8" 2, 6, 7 & 8 1 r Min. CUT PANEL r X 4 x .125" 3105 —H14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE CASE A (Plan) SCALE: 1/4` = 1" r x r x .093" 3105 11-14 OR 6063 —T6 ALLOY Cont. Nu m. ANGLE WITH ANCHORS ® 12' 0. C. CASE D (Plan) SCALE: 1/4" = 1 POURED CONCRETE C ONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 01r0.c. POURED CONCRETE OR LONLREIE BLOCK MALL REAMED PAD CONCRETE OR CONCRETE BLOCK WALL REOU /RED 1/4' 0 BOLT • 24' O. C. w /✓AclwuT CASE B (Plan) SCALE: 1/4 = r END CLOSURES DETAILS R ® OR O R ® OR O 4" x 4" x .072" 3105—H14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2 5. CONCRETE ANCHORS 2. • 1r O. C. Min. 2" x2" x.0155 TO x5`x.055'Cont. Nu m. ANGLE OR .08d' 3105 —H154 SHEET METAL Alum. BENT PLATE 1.000 ALTERNATE LEG LOCATION CASE C (Plan) SCALE: 1/4` = 1 ` MAXIMUM DESIGN PRESSURE RATING "W" (p. s. f) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE /1 it1i. \ TILLR TESTING & ENGINEERING COMPANY 6395 N.W. 3661. SL. St& 217. 1R GARDENS. Fl. 33156 Phone • (305)871 -1530. Fax : (306)871 -1531 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. 44167 EASTERN IIETAL SUPPLY, INC. 3600 23rd. Ave. SOUTH LAKE WORTM. FL 33461 -3247 W. e 0.050" BERTHA STORM PANEL 9FZIPRO 1 ODFRnL Oh1T 1111v. No 5/7/97 a 07j a7"'C'c� Vg3/9 ra DADE COUNTY AS SHOWN SCALE 10/17/96 DATE 96 — 331 DRAWING No SHEET • OF 8 - ..ft7r ANCHORS SCHEDULE) POURED CONCRETE i \ REQUIRED p \ Li "\ \\\\\\ \\ I A, (SEE SCHEDULE) FOR MINIMUM SEPARATION "S' TO I GLASS OF WINDOW OR S. G. D. 1/4'0- 20x BOLTS W/ 7/9' 3/.32' WING NUT 777%/ f/////7 2. / / / /// // / c / POURED W CONCRETE OR CONCRETE BLOCK WALL REQUIRED Cont. Cont. r. 1" Min. --� t- 1/4° 0 -20 S. S MACHINE BOLT PI/ NUT & WASHER CONCRETE ANCHORS 0 12" O. C. (SEE SCHEDULE) 1C0 cont. BUILD OUT INSTALLATION — SECTION 5 1 4' 0 -20 S. S. MACHINE" BOLT W/ NUT & WASHER 012° 0. c. i' Alin. SCALE : 3 /8° a r CONCRETE ANCHORS (SEE SCHEDULE) E 0. --\... POURED REQUIRED W CONCRETE \ r'1 --..,,s,... II \ \\ \ \ \ \\� \� \ \`i. \ \ \\ \\ 1 1 + i (SEE SCHEDULE) FOR MINIMUM SEPARATION "5' TO GLASS OF WINDOW OR S. G. D. 1 1/4" 0 -20 x 3/4" BOLTS W/ 7/8' x 3/32 WING NUT 0 12 ConLX 1.a r",14, 1 1 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 & 6 OF 8) E D. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8" = 1 NOTE FOR COMBINA71ON OF SECTIONS : WALL/FLOOR /CEIUNC MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Cont. / / /// / / / / //W/ / / / / / /// CONCRETE ANCHORS (SE SCHEDULE) POURED CAICRE7E REQUIRED \ iI I I \ \` ! I I \\ \ ConL 1/4" 0 -20 x 3/4 BOLTS W/ /8° x332' WING NLff 12' 0. C. (SEE SCHEDULE) FOR AONIMUM SEPARATION 'S' TO GLASS OF WINDOW I OR S G. D. .1 0 -20 x 7/8' x BOLTS 3' WING NUT 0 12 0. C. SCALE : 3/C = 1 /1 // /f / ///d CONCRETE ANCHORS (SS SCHEDULE) PO(IRED CONCRETE i E. D. REQUIRED INSTALLATION — SECTION 7 ALTERNA LEG LOCATION / 17:1= TILLAT TESTING & ENGINEERING COMPANY ed95 liar. EStR SL, SL 217. VAGINA GYMIDAS, FL 331e8 Mane : (308)571 -1630 . Fax (305$71_10.51 WALTER A TWT Jr. P. E. FLORIDA Lie. 44167 RAIIL CALK -IN OR ELCO mots femole PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) 4i POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED —\ _1P / /)///f//// J C POURED 4 i CONCRETE OR CONCRETE BLOCK WALL REQUIRED R4WL CALK -IN OR ELCO male /fsmole PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) Mit W7 /87 (SEE SCHEDULE) FOR MINIMUM SEPARATION "5' R7 GLASS OF WINDOW OR S G. O. 3800 2.3.11. wok SOUTH LAKE WORM fl 33461 -3247 t CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 8 SCALE : 3/8° = 1° 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC. ray. No 3 DADE COUNTY AS SHOWN SCALE 10/21/98 DATE 96 — 331 DRAWING No SHEET 3 OF 8 CONCRETE ANCHORS (SEE 5e'HEDULE) • POURED CONCRETE REQUIRED --\ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULE) FOR MINIMUM SEPARATION '5' 7D GLASS OF WINDOW OR S. G. D. CONCRETE ANCHORS (SEE SCHEDULE) 4i 7/ POURED J CONCRETE OR CONCRETE BLOCK WALL REQUIRED SECTION 1 SECTION ® ANCHOR 1. - 0 Cont. SCALE : 3/8 = 1 r 4 ° 0 -20x 4 B0L15W /B' x 3/32 WING NUT e 12' 0. C. / , SECTION ® STUD WALL MOUNTING INSTALLATION Cont. : DETAIL OF SECTION 0 STUD VAUD ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 (BOTTOM) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED 0 Cart. \ \ \ \ \\ \ \ \ \\ 0 (SEE SCHEDULE) FOR MINIMUM SEPARATION ° S' TO GLASS OF WINDOW OR 5. G. D. 1/4 ° 0- 20x34" BOLTS W/ 7/ x 3/32" WING NUT 12' 0. C. ///)/ / ////// CONCRETE ANCHORS / (SEE SCHEDULE) / POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SECTION 2 9 Cont N a. © Cont. WALL MOUNTING INSTALLATION SCALE : 3/8" = 1 ° E. 0. = EDGE DISTANCE (SEE SALE ON SHEE7S 5 & 6 OF 8) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CE;LJNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. C POURED CONCRETE REQUIRED q 4i \ \\\\\\\)\\\\\ ///7 /777// C CONCRETE ANCHORS (SEE SCHEDULE) � - (SEE SCHEDULE' FOR Min. SEPARATION S TO &ASS OF WINDOW OR S G. D. 4 BOLTS 7/8 3/32" W1WG NUT 12 0. C. VO O Cont. BUILD OUT INSTALLATION SECTION 3 SCALE : 3/8" a 1 L Cont. WALTER A. MUTT Jr. P. E. FLORIDA Lk. # 44167 CONCRETE ANCHORS (SEE SCHEDULE) C =� o \ \ \ \\\\\")\\\\\ POURED CONCRETE REQUIRED —\ POVRED CONCRETE OR CONCRETE BLOCK WALL REQUIRED I TILLIT TESTING & ENGINEERS*/ COMPANY 6395 N.W. 39th. SL Ste. 217. VIRGINIA GARDENS il. 33168 Phase . (305)671 -1330 . Fax : (305)571 -1531 CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE FOR £6n. SEPARATION S TO GLASS OF WINDOW OR S. G. D. SECTION 4 1/4" 0 -20 x ..1/4" BOLTS W/ 7/8 x 3/32" WING NUT 0 12" 0. C. Cont. BUILD OUT INSTALLATION 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY INC. 3800 23rd. AN. SOUTH LAKE WORTH, fl. 33481 -3247 0112 5/7/97 NGv. IN Cont. SCALE : 3/8" s 1° 0112 Cont. 1° Min. 1 /4 ° 0 -20 M. S W /NUT0 12° a C. /z-3 '9) DADE COUNTY AS SHOWN SCALE 10/21/06 DATE 96 — 331 DRAWINO No SHEET 2 OF 8 7';i "h" HEADER SLSALE : 3/T a r 4 Mkt STORM PANEL TYPICAL ELEVATION N. T. A 7/4 Max GAP SECT /ON A -A N.LB 1 _2.125" CONCRETE ANCHORS (SEE SCHEDULE) 4► CONCRETE ANCHORS (SEE SCHEDULE) • 3.875' PANEL SCNE : .1/6° - 1' 2.123" ----1 ® 3" Max. "U" BUILD OUT SCALE : a/Ir 0 I' r 1 max 1 TOL 0 ti ti e 1/4" Max. GAP-1 Max. 1 Mtn. 1,930 2.000' R.125" © " F " TRACK 07 REVERSED "F" ANGLE TRACK ® "F" TRACK ANGLE SCALE : 3/6 0 1" l h °93" SCALE : 3/8' 0 r ® STUDDED ANGLE 10 63-18 Atwn ALLOY SCALE : 3/17* - r 1/4" 4 S. S STUD TO ANLsLE • SPACBVGS SHOWN ON SECTIONS 2170" --{ R.251 R. 725' .075' 7)1 2.591" ® "U" HEADER SAVE : 3/6° v r FULL R. 9.119" (TOTAL WIDTH) 6.000" (EFFECTIVE 070771) ----1 L -2.125--J )A HALF PANEL SCALE : 3/8' - r DETAIL 1: sruD IV WING NUT STALE :.7/6' 0 7° 3" ANGLE BUILD OUT BRACKET SCALE • .7/Ir - 7" ALTER W£ LET; LOOAITLNI l r .725" L+i L GENERAL NOTES: 1. STORM PANEL 7445 BEEN DESIGNED W ACICORL4MVCE WITH 774E DADE COUNTY. 1994 E73IT17N OF 774E SOUTH FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DEIERWNED AS PER SECTONN 6 OF ASCE 7-88. MTN 170 m.p.h. BASIC M1N0 .SPEED. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERFFIED 8 ACCORDANCE MTH SECTIONS 2315 & 2314 RESPECTNELY OF THE ABOVE MENTIONED COD£ AS PER AMERICA! TEST LAB REPORT / 1022.01 -96. 2. ALL ALUMINUM SHLEE7 METAL PANELS SMALL HAVE 5052 -H32 ALLOY. 3. ALL AU RNUM EXTRUSIONS SHALL 8E 6063 -T6 ALLOY UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL. 304 OR 316 SERIES. 5. BOLTS 7D BE 2024 -T4 ALUMINUM ALLOY, GALVANIZED OR STNNL£S5 STEEL WITH 36 ks/ ALG8.VUM YIELD PONT. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) 10 EXISTING POURED CONCRETE: - 1/4' 0 TAPCON ANCHORS AS MABIFAC7UR D BY L.T.W. R4MSET OR ELCO INDUSTRIES. - 1/4' 0 Cr TAP -GRIP ANCHORS (8£771744 STUD -CON), AS MWHLFACRNRED BY TRU -FAST CORPORATION. - 1/4" 0 RAWL ZAMAC MAUI ANCHORS AS AC7URED BY 771E PAWL PLUG COMPANY, INC. - 1/4" 0 x 7/8' RAIL C4LX -W ANCHORS ELCO.ma/e_3 female "PANELA64TC AS MANUFACTURED BY THE RAM. PLUG COMPANY AND ELCO INDUSTRI RESPEC7n£L NOTES: A.11 MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS L5 1 3/4 "; 70R RAWL ZAMUC WRAP IS 1 3/6": & FOR ELCO PANELAMIES 15 1 7/8'. AND FOR CF TAP -GRIP ANCHORS IS 1 1/4 ". A.2) 7/8" RAWL CALX -W ANCHORS S)1ALL BE EN17RELY EMBEDDED INTO 771E POURED CONC'PE7E NO O BF_DM NT 11410 STUCCO SHALL BE PERMITTED. 1/4 0 -20 SCREWS USED SHALL LIE 1 7/2' LCNC MINIMUM SHOULD STUCCO EMT AND 1 MINIMUM FOR WALLS WITH NO STUCCO. 43) IN CASE 714T PRECAST STONE, PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE DOSTPNG WALL AR FLOOR, ANCHORS SHALL BE LONG ENOUGH ID REACH THE AWN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL B£ AS INDICATED ON NOTES .4.1) & 4.2). ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY H.T.W. RA/SET OR ELCO INDUSTRIES - 1/4" 0 CF TAP-GRIP ANCHORS (BERTHA STUD-CON), .45 MANUFACTURED BY TRU -FAST CORPORATION. - 1/4' 0 PAWL ZINC MMUN ANCHORS AS MANUFACTURED BY 774E RAWL PLUG COMPANY, INC - 7/4" 0 x 7/8" RAM CALK-IN ANCHORS 0R ELCO male & female "PoWELM4TE' AS MANUFACTURED TK" RAWL PLUG CO. AND ELCO MDUS1R/E$, RESPECTNELY. NOTES: B.1) MINIMUM EHB£DNENT OF TAPCON RAM. ZA64C /44/L /AL ELCO PANELU47ES AND CF TAP- GRIP, INTO 771E CONCRETE BLOCK (IT L BE 1 1/4". 8.2) 7/8" RAWL C4LK -W ANCHORS STALL 8£ Y EMBEDDED NM 117E OO■JRE7E DOCK WT. LAW N0 EMBEDMENT INTO STUCCO SHALL BE ?LED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2' LONG /MUM SHOULD STUCC:0 EX57 AND 1° MWIHUM FOR WALLS M774 NO STUCCO. 83) 171 CASE THAT PRECAST STONE Olt PRECAST CONCRETE NNE. 8£ FOUND ON 771E EXISTNG WALL, ANCHORS SHALL BE L0J1G ENOUGH 7O REACH THE MAIN STRUCTURE SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED L'M4 NOTES 64 8.1) & 8.2) ABOVE (c) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 771E RECOMMENDATIONS AND OF 771£ ANCHOR'S WNLFACTUIER. 7. PANELS MAY ALSO EC INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SE'CTI0MS 1 7HRU 8 (SHEET 2 A J OF 8) EXCEPT 7)147' HEADERS 2, 3 & 4 9ALL NOT LSE USED. 8. 7T SHALL BE THE RESPONSIBYITY OF THE CONTRACTOR TO VERIFY 7HIE SOUNDNESS OF 771E STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO NSW( PROPER ANCHORAGE 9. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED AT 901TOM OF EACH H4A1EL. LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, the. LAKE WORN FLORIDA D40£ COUNTY PRODUCT CONTROL APPROVED. 5.000 i ® 2" x 5" (Max.) x .725" ANGLE so4LE: 3/e' = 1° /1i1i.NC.\ T1LLIT TESTING & ENOINEERINO COMPANY 11395 N.W. 36th. SL Sty. 217. VIRGINIA WOOS. F1. 33166 Phone : (305)671 - 1530 . Fax : (306)571 - 1531 WALTER A TIWT Jr. P. E. FLORIDA Lic. 44167 WC ea 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY INC oT 31500 23rd. Ara. SOUTH RILE WORTH, FL 334111 -3247 aa4 3/7/97 •V. IN a rzyp MT[ DADE COUNTY AS SHOWN SCALE 10/21/96 DATE 96 - 331 DRAWING Ib SHEET 1 OF 8 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 3 - d 0 OJob Address /c l /lie 7 7 sr Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant n /11 6-7P-M ig Contracting Co. Qualifier SS# Phone State # Municipal # Competency # Architect/Engineer Address Bonding Company Mortgagor Address WORK DESCRH''ITON Square Ft)( 7 Address Master Permit # y obV 91 Phone - 7 S`-1" ' 03 Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Estimated Cost (value) 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. Notary as to Owner and/or Condo President Date My Commission Expires: ,j 2 S" FEES: PERMIT / • RADON APPROVED: Zoning Mechanical Building ire of Contractor or Owner - Builder Date Notary as to Con My Commis FO q n C.C.F.1, ?.O NOTARY S Electrical )226 or or Owner - Builder Date S. OFFICIAL NOTARY SEAL 1 41565§97N.IUMEICS 4Ve277 �f �• F cm^.•JSSION EXPIRES F OF FE U Cq'C. 17,2002 BOND f- 0 TOTAL DUE 7Q Plumbing Structural Engineer ljlorida 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 20 gauge panels under renewal number 99- 0804.01. (Previous number 99- 0105.03) This letter authorizes to use our 20ga. panels under number 99- 0804.01 to be used at the following job: Sincerely, Victor 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- PRODUCT CONTROL NOTICE OF ACCEPTANCE Florida Storm Panels, Inc. 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 20 GA. Galvanized Steel Storrs: Panel Shutter under 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 such testing will be incurred by the manufacturer. Acceptance No.:99- 0804.01 Expires:01 /04/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 01 /21/2000 Internet mail address: postmaster @buildingcodeonline .cam •rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -258 Homepuge: http : / /www.buildingcodeonline.com , FI9rid‘ Storn?J'ppe s, . Inc. 3 of 3 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ACCEPTANCE No.: 99- 0504.01 JAN 2 1 2000 EXPIRES January 4, 2003 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has-been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Pe- Helmy A. Ikar, P.E. - Product Control Examiner Product Control Division • r , .325" _ J Z J 7 4 zz z W N A J J J 0: Z Z I 4 4 R O. 0 L x J a 4 4 = f F N 0: O y1 Q W W LL > N 090" (TYP) 188 085 O 9 WINGNUT SCALE HALF SIZE 5 00 15A WIDTH uNL'.':ITED I 1 1.50 12 50 COVERAGE 14.50" 1 . 69 IPERP TO PANEL SPANI STORM PANEL SCALE • 3 • 1' -0" 1100 1 /4 MAX SECTION 6 -1 /L (TYP) EXISTING CONCRETE, HOLLOW BLOCK OR w000 FRAMING PLAN VIEW OUSE 1 • 1 • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 L TYPI ( < 4L ELEVATIONS 0 3. ITYP ) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 5 00'• PRODUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 3 500" 1 O STANDARD CHANNEL SCALE • HALF SIZE TOP MOUNT / - / PTIONAL LEG DIRECTION 1 • r TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS 15 REQUIRED SEE SEPARATION FROM GLASS SCHEDULE. SHEET 1.. ANO PLAN VIEW L NOTE 8 SHEET 1 OVERLAP FASTENERS ISEE PLAN VIEW L NOTE 81 BOTTOM MOUNT a) DIRECT PICAL ELEVATION (SYSTEM 1) MOUNT ERLAP FASTENERS OR REINFORCING TUBE REQUIRED P MOUNTS SMALL BE "r1" OR - U - HEADERS. BOTTOM MOUNTS SHALL BE "f" TRACK OR STUDDED ANGLES WITH STUDS @ 6 -1 /L O C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1 /L" 0 C 1 16 GAGE GALV STEEL GRADE 50 J 4 z 0 N 0 Z 0 4 1- Q 0 75 SCALE : HALF SIZE 1.00 - �rt 5 00 MAX WIDTH UNLIMITED IPERP. TO PANEL SPAN) "h" HEADER SCALE . 3 • 1*-0" . 5.00" 16 GAGE GALV STEEL GRADE 50 OPTIONAL LEG DIRECTION: I-14 GAGE GALV. STEEL CLOSURE SCALE 3" = 1' -0 Cc � 75' SOFFIT CHANNEL SECTION BOTTOM MOUNT - 6 -1/4' (TYP) - (D® OR OIRECT MOUNT 16 TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED TOP 3. BOTTOM MOUNTS SHALL BE - F" TRACK OR STUDOE ANGLES WITH STUDS @ 6 -1 /1. 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1 /4 0 C. 1/4 -20 • 3 -1/2 BOLT WITH WASMERED WINGNUTS (A 12 -1/2" 0 C. (TYP1 OvERLAP FASTENERS TYP (SEE NOTE 11 81 (5116 GAGE GALV STEEL NGLE CLOSURE PIECE PIECE 1 • 2" MIN TO 2 • 5 MAX FASTENER (m 12 O C FOR (DESIGN LOAOS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0 C FOR DESIGN LOADS GREATER THAN 100 PSF ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 MAX ...V/ MAX EXISTING CONCRETE, HOLLOW BLOCK OR w000 FRAMING 4 SCALE MALI: SIZE TOP MOUNT 00 OR DIRECT MOUNT r • r TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS 15 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET L. ANO PLAN VIEW L NOTE 8 SHEET 1 OVERLAP FASTENERS (SEE PLAN VIEW L NOTE 81 PLAN VIEW SCALE 1 -1/2" • 1' -0" 250ri t 843 1.987 - Y "h" HEADER 11/32 - m GALV. STEEL G:IADE 50 OR ALUM. t • MIN .085 - KEYHOLE WASHER t4 USE 1 • 1 • 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 L TYPICAL ELEVATIONS 15 a 0 (TYP 1 14 O SECTION • "U" HEADER SCALE . 3" • 1 Of 0-16 GA. STEEL TUBE SCALE 3" • 1' -0 WIDTH UNLIMITED (PERP. TO PANEL SPAN) 0 5a BOTTOM MOUNT 12- /2" _ OD OR DIRECT (TYPI MOUNT PICAL ELEVATION (SYSTEM 3) OvERLAP FASTENERS OR REINFORCING TUBE REQUIRED P 8. BOTTOM MOUNTS SMALL BE "F" TRACK OR STUDDED NGLES WITH STUDS @ 12 -1/2 0 C. OR DIRECT MOUNTS WITH ANCHORS @i2-1/2 0 0 1-3/ OVERLAP MIN \ I 12 U. GAGE GALV. STEEL ANGLE CLOSURE PIECE ,125 6063 -T6 ALUMINUM 5" MAX 16 GAGE GALV STEEL 2 MIN ANGLE SCALE : 3" =1•-o 1 2 3 4 OR 5 O ANGLE O S CALE 3" • 1' -0" FASTENER (a 1 2 - 0C FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0 C FOR DESIGN LOADS GREATER THAN 100 PSF ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) E XIS TING CONCRETE. HOLLOW BLOCK OR W000 FRAMING FLORIDA STORM PANELS. INC. OPA LOCKA, FL OADE COUNTY PRODUCT CONTROL APPROVED 0 SCALE : 3" • 1' - 0" 093" TYP. ANGLE SCALE : 3 • 1' - 1.50 ", STUDDED ANGLE • 1-093" TYP. 1 /4 5 5 •STUD FETAILS FOR SPACING) C. OR 12 - 1/2" 0.C. (SEE ETAILS FOR SPACINGI GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS OESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DAOE COUNTY. 2. POSITIVE AND NEGATIVE OESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC .1085 IN ACCORDANCE WITH ASCE 7 -98 - MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES. TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL 11 • .035 - 1 CONFORMING TO AS TM A653. STRUCTURAL QUALITY, GRADE 60. G 60 GALVANIZED COATING. WITH A MINIMUM Fy • 66.7 KS1 ALUMINUM ALLOY EXTRUSIONS SHALL BE 6063 -T6. U.O.N. L. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS. 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 PROOUCT TESTING. 7. TOP 1. 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 TO OVERLAPS AT MIOSPAN TO A 1 • 1 • 16 GAGE STEEL TUBE USING 1/4 -20 • 3 -1/2 BOLTS W/ DIE CAST ALUMINUM WASMERED WINGNUTS OR JACKNUTS ISEE TYPICAL ELEVATION 15 LC)). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 • 1 BOLTS WITH IE CAST ALUMINUM WASMERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION 1 155 L 16 ) FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS 3. TUBE ARE NOT REQUIRED NO STEEL TUBE AND OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION 0. 9 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH OAOE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No 95 -032 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 ". APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i. r:.t�• ' 2/ 21" o BY PRODUCTOL DIVISION BUILDING CODE MPLIAN E OFFICE ACCEPTANCE NO.9 6 'd"°4 oI z LUL NZ za J LC 0 (�W W NN c 0 co m A 2 3 a 0 Cr 2 0 1- 2 0 V.J. 1 KNEZ 1 H PROFESSIO • (NE I FL L n e No PE 0 0983 NOTED d••:9. by 1 1 11 V JK J (drawn by l MC r ch.ck.d by( E v.141 drawmp no. - 99 -097 Sheer 1 of SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 21 GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHEDULE (TABLE 21 1 emor- pr old) w 1 Olt I • ME� ni�r GLASS OR 0008 ANGLE TO WALL DETAIL w000 STUDS (o 24" 0 C MAx SCALE 3 • 1' -0" 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 W000 FRAMING WALL MOUNT SECTION SCALE 3" = 1' -0 5 M 5 (010 0C 2 - 1/4 - 0 • 4 -1/2 SS LAG SCREW (EJ 21- 0 C MAX W/ 1 -3/4 PENETRATION IN CENTER OF STUDS - 4 125 - OR 2 - x 4"• 12 AL TUBE OR 2 "•6 P T w000 w/ I/4. LAG SCREWS (m 12" 0 C W/ 1 - EMBEDMENT FOR CONNECTION WITH STUD ANGLE THIS DETAIL MAY BE USED A T TOP OR BOTTOM OF PANELS i R 0 PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO = 72 PSF. WALL MOUNT SECTION (BOTTOM) 1/4 -20 MACHINE BOLT L WINGNUT 90 (A 6 -1 /L- 0 C OR 12 -1/2 0 C USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 1/4 MAX. EXISTING WOOD. CONC OR HOLLOW BLOCK STRUCTURE (TYP 1 /L -20 MACHINE BOLT & WINGNUT 0 (A 6-tic OC. OR 12 -112 0 C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 11 SEE MIN. 4 SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. 0 SCALE 3" = 1' -0 GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 SCALE 3" • 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE S• EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING -- EXISTING CONCRETE HOLLOW BLOCK OR EDGE OIST./ W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE3• CEILING /INSIDE MOUNT SECTION WALL MOUNT SECTION O (DIRECT MOUNT) 1/4 MAX Z z J 1/4 -20 MACHINE BOLT & WINGNUT p @ 6 -1/4. O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING ISEE TABLE 1) REMOVABLE FASTENER (m 6 -1/4 O.C. MAX. FOR SYSTEMS 1 OR 2 ANO @ 12 -1/2" O.C. MAX. FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 •. USE 1/4 -20 STAINLESS STEEL TRuSS HEAD BOLTS WITH KEYHOLE WASHER ©. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER I/4 ELCO MALE WITH WASMERED WINGNUT p6-1/1. 0 C MAX. FOR SYSTEMS 1 OR 2 ANO p 12 -1/2" 0 C MAX FOR SYSTEM 3. BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WODO FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE !• OR 1" • 4 x 125 AL. TUBE (OPTIONAL! — GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) EMBED FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • OPTIONAL LEG DIRECTION rn `.J SOFFIT MOUNT DETAIL SCALE . 3" • V -0" -L 1/4 -20 MACHINE BOLT L WINGNUT CD 12" O.C. TYP. TOP IL BOTTOM ® OR ® �v 2' 1/4" FOR COMPOh 2 OMPONENT AND 3/4 I F : 3R 1/6 -20 MACHINE BOLT & WINGNUT 90 (A 6 -1/4" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONOING TO STUOS SPACING (SEE TABLE 1) NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF © BUILD -OUT MOUNT SECTION SCALE : 3" = 1• -0 THREE 1/4"O WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE / WOOD M. EMBEDMENT TT ENT IT YP / 1 - I I _ MIN. EH JOIST. (T OR EACH @ 24- O.C. MAX.) TRUSS OR RAFTER @ 24 2 • WOOD JOIST. I I I TRUSS OR RAFTER $112 SMS BETWEEN TRUSSES p 10- O C MAX I-1/4" MAX. 1/4 MAX. ENT • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CON •�L DIVIS:ON BUILDING CODE COMPLIANCE OFFIC ACCEPTANCE NO 79-- Ocr19 0/ NOTE : USE OF THIS DETAIL IS LIMITED TO s72 PSF. z • 1999 V.J. KNEZEC PROFESSIO VJ NN NEE FL Lice s No PE O % 1 983 U Zz 1 y C/3 F 111,- 1_0 Q 0 _ ¢ 0. Cn dl C/) ce Q w cid Z = w U0 — Z > W J N W2 Z U W NZ Q LL -J (0 Q NO in O N • ■cal• AS NOTED, (d•ugn by 1 t V11( [ dr awn by I MC (cn•cw f0 D V.1 dr av,nq no. 99 -097 ( sheet 2 or L. ► -QC7JW STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD (W) (P.S.F.) SYSTEM 'I SYSTEM 2 SYSTEM 3• 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 (a7 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 TRACK OR STUDDED ANGLES WITH STUDS © 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS ©6 -1/4" O.C. NO OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR - STUDDED ANGLES WITH STUDS © 12 -1/2" O.C. OR DIRECT MOUNTS WITH ' ANCHORS dal 12 -1/2" O.C. • MAX. PANEL LENGTH (FT. - IN.) MAX. PANEL LENGTH (FT. - IN.) MAX. ' " PANEL LENGTH (FT. - IN-) 30.0 11 -0 11 -0 - 8 -8 40.0 11 -0 11 -0 8 -8 50.0 10 -6 10 -6 8 -8 60.0 10 -1 - 10 -1 8 - 8 70.0 9 -8 9 -9 8 -8 80.0 8 -7 9 -5 8 -1 90.0 7 -8 9 -1 7 -2 100.0 6 -10 8 -9 6 -6 110.0 6- 3 8- 4 5- 10 120.0 5 -9 - 7 -11 5 -5 130.0 5 -3 7 -8 S - 0 140.0 4 -11 7 -4 4 - 7 150.0 4 - 7 7 - 1 • 1 . - 3 160.0 4 - 3 6 - 11 4 - 0 170.0 1. - 0 6 -8 3 - 9 180.0 3 -10 6 -6 3 -7 190.0 3 -7 6 -3 3 -5 200.0 3 -5 5 -11 3 -3 210.0 3- 3 5- 8 3- 1 220 -0 3 -2 5 -5 2 -11 230 -0 3 -.0 5 -2 2 -9 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK SCALE : 3 = 1' -0 ALUM OR GALV STEEL SPACERS AS REQ FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • 0 0 0 O W<— EXISTING W000. CONC. 00 HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • SEE MIN EPARATION FROM r GLASS SCHEDULE (TABLE 21 SCALE : 3" • 1• -0" 1/4 -20 MACHINE BOLT L NUT (19 12" O.C. (TYP. TOP L BOTTOM) EQUAL 1/4 MAX. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION• TYPE 1 • SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 21 1/4 -20 MACHINE BOLT L WINGNUT® (m 6 -1 /L" O.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR EXISTING CONCRETE SCHEDULE. REFERENCE WOOD FRAMING HOLLOW BLOCK OR CONNECTION •TYPE 1' W000 FRAMING • OG ALT. BUILD —OUT MOUNT SECTION O W B '. j' lu"1 1 ; UM ) • r . 1 � .1 1, 1I / I I ; * 1 �I� 0 1/2 U2� S ALUM OR GALV. STEEL SPACERS AS REO'0 0 FASTENER. SEE ANCHOR SCMEDULE.REFERENCE CONNECTION' TYPE 1' O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL W 0 0 SEE MIN. SEPARATION FROM 1/4 -20 MACHINE GLASS SCHEDULE BOLT L WINGNUT 09 (TABLE 2) 6 -1/4" O.C. OR 12 -1/2" 0.C. USE STORM PANEL LENGTH CORRESPONDING T (SEE TABLE 11 TYP. STUDS SPACING O TOP L BOTTOM 1/4 -20 MACHINE BOLT L WINGNUT 0 6 -1/4" 0.C. OR 12 -1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING ISEE TABLE 1) "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL SCALE : 3" • 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • SCALE : 3" c 1' -0" 1/L -20 MACHINE BOLT L WINGNUT® (0 6 -1/4" O.C. OR 12 -1/2" G.C. USE STORM PANEL LENGTH CORRESPONDING TO STUDS SPACING (SEE TABLE 1) ANGLE MAY VARY IN 5 /6' STUCCO FINISH (LEG MAY BE REVERSE01 WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL ALT. CORNER DETAIL K SCALE 3" a V-0" 0 1/4 -20 S.5.60615 L WINGNUTSO9 ft MIDPOINT OF PANEL SPAN OR S7" 0 C. MAX. (TYP) 2" a 2" a .125" MIN (ONT 3105 -HI' OR 6063 -16 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE : 1 -1/2" c 1•-0" OPTIONAL HANDLE LOCATION O-8 3/8 "0 HOLE FOR FASTENING PANEL 8"a 3"at/L ALUMNUM ANGLE 0 i-1/2 - • 1 -1/2" AL. STUD ANGLE 3/4 1 / 4 - T 1 -1/2" e - • 3 x 1 /L a 1• - 1 - 1/2' ALUMNUM ANGLE 1/4 -20 STUD W/ NUT 1/4 - 0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. CA 3" O.C. OR 1/4 POWERS STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE (A 3 O.C. INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : N.T.S. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE WAY BE TOR 2 PANELS WIDE) NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0'. ® STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE : 1 -1/2•' • 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FIORIDA BUILDING CODE DAB "" 2/0 D • BY r11i 1117 J. PRODUCT CO • DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 99- OlO' -O/ (U 0 Zz (A 1 _ w � I U Q 0 U. b (1) s Q z br — z — z >� w - N� w Z ° 0 of W N J LC 0 C) VW NN N 0 N ID CS z W 1 < 0 0 cn x 0 w CO z 0 L7 p Q 8 I • • • • • • i 2 3 4 0 tl•a.gn by vac ti (ch•C I..a by� VJK drawing no- 99 -097 sheer 3 of 1. SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE MAX. PANEL LENGTH COUNTY COMMENTS NEL SCHEDULE EOGE INST. I I ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w LO Z F= N U 5? O E] N cc ANCHOR TYPE LOAD PS F MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE PANS UP TO S' - 6" (SEE NOTE 1) SPANS UP TO 8' - 7" (SEE NOTE 1) SPANS UP TO 11' - 0" (SEE NOTE 1) PANS UP TO 5' - 6" (SEE NOTE 1) SPANS UP TO 8' - 7" (SEE NOTE 1) SPANS UP T II 11' - 0" (SEE NOTE 1) ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 ONNECTION TYPE 1 2 3 _ ONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 w V Z 0 0 vi a o O 0 M Z -, 8 4 8 12.5 62 12.5 12.5 8 8 12.5 5 6.25 12.5 4 12.5 12.S 11 12.5 12.5 11 6 4 5n11111111111111HI1U1111111111 ►,_ 62 12.5 92 10 12.5 6 6.25 12.5 3 5 12.5 /. 12.5 12.5 r 10 12.5 r r 1/4 ITW TAPCON W/ 1 - 1/2" MIN. EMBEDMENT 72 12.5 • 9 12.5 6.25 5 12 4 4 12.5 3 12.5 12.5 62 9 12.5 6.25 6.25 92 12.5 6.25 7 12 72 4 9 6.25 3 12.5 4. 11 12.5 3 7 12 / 0 2 30 . 8 A 3 8 A 3 8 4 3 10 A L. 10 4 4 10 ,, „,1,+,,, ,,,,,,,,,,,,,,,,,; 71 „„ „1,,,,,,, „: 1 /4"m ELCO MALE/ FEMALE - PANELMATE W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 4 8 12.5 12.5 11 12.5 6 7 12 3 5 12.3 12.5 12.5 12.5 6.25 8 12.5 4 6.25 62 12.5 10 8 12 3 5 9 / 4 12.5 10 10 12 3 6.25 9 / 5 72 12.5 7 7 10 # 4' 8 3 12.5 7 8 10 3 5 8 4 92 12.5 4 6 8/ 3 6.254 12.5 4 6.25 8 A 4 6.25 A 3 230 5 % g'IM S E %p r A r eAMI 48 12.5 12.512.5 10 12.5 : 8 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 Eg 62 12.5 12.5 12.5 8 12.S 6.25 12.5 12.5 12.5 12.5 12.5 12.5 6.25 10 1 /4 - 0 POWERS CALK - IN W/ 7/8^ EMBEDMENT b 1/4 - 20 STAINLESS STEEL MACHINE SCREW 72 12 5 11 12.5 • 7 12.5 5 12.5 12.5 12.5 12.5 11 12.5 5 9 92 125 : 8 12.5 5 12.5 L. 12.5 10 12.5 12.5 8 12.5 3 7 230 11 3 11 3 11 3 12.5 3 6 12.5 6 12.5 3 6 48 6 2 5 6 2 5 6 . 2 5 6 2 5 • 6 2 5 6 2 5 6.25 6 25 6 25 6.256.25• 6.25 6.25 4 6.25 62 625625625625 625625 5 6256.256.256.25 6.256.25 6 O i 1/4 - 0 POWERS ZAMAC NAIL - IN W/ 1 - 1/8 - MIN. EMBEDMENT 72 6 25 6 25 6 25 6 25 5 6.250 4 6.25 6.25 6.25 6.25 6.25 6.25 5 92 6 25 4 6 25 6 25 4 4 6 25 3 6.25 4 6.25 6.25 A 5 6.25/ 4 230 5 5 //,,s 6 3 6 3 6 3 HOLLOW CONCRETE BLOCK 4 8 125 7 9 4 7 12.5 10 11 6.25 9 5 ;t 111111111111111111111111111111 1> 62 11 5 7 3 5 4 ' 12 8 9 A 5 7 A 4 . ITW T 1 / / L^ MIN EMBEDMENT 1 -1/ 4 72 10 1. 4 625 ��' i�j 12 5 7 7 4 6 3 92 7 i / 9 3 5 6 //J top 6.25 230 3 r rA.04f L. m'� L. F 12.5 1.1 M„i MI 11,1WIAM. �� " " "''" """' 1/4 ELCO MALE/ FEMALE - PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 t25 11 12.5 • 7 12 12.5 12.5 12.5 125 • 8 62 10 8 12 5 9 d 12.5 10 10 12 6 25 9 / 5 72 7 7 10 4 8 r 12 5 7 8 10 5 8 4 92 c 6 8 j 3 6.254 12.5 1. 6.25 8 4 6 25A 3 230 i'' ,L►��a 5 /A Er ioim 9 12. �� 7 48 12.5 9 12.5 6 10 4 12.5 12.5 12.512.'6.25 * Ez. 62 9 7 10 4 8 3 125 11 11 12.' 4 7 10 8 / 7 5 5 4 A� 1/4 -0 POWERS CALK -IN w/ 7/8 EMBEDMENT b / /t -20 STAINLESS STEEL MACHINE SCRE 72 6 625 9 A 4 7 3 12.5 7 9 11 3 6 92 meal 1 4 7 3 8 5 y I� 4 3 230 48 • 5 625625 6 O 62 625625625 S 625 6 25 6 5 4 625 6 625625625625 5 6.25 3 6 625 6 25 ) 4 / 4 3 1/4^0 POWERS ZAMAC NAIL -IN W/ 1-1/8" MIN. EMBEDMENT 62 6 25% 5 72 5 5 3 c i . 3 66 4 5 230 up �i Ya a ' =gI// FASTENER ANCHOR SCHEDULE - DESIGN LOADS AND SPANS MAXIMUM SPACING (INCHES REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF AX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP T 5' -6" (SEE NOTE 1 SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 11' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 2 -3/8 WOOD 1 -5/8 48 11 11 11 11 11 7 11 8 5 g ii11k)111 62 11 11 8 11 7 5 11 5 4 1/4 - 0 W000 LAG w/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP TO WOOD GRAIN 72 11 11 7 11 6 4 11 4 3 92 11 8 6 11 . 4 3 11 3 /. 230 11 r 3 -1/2 11 r r 11 r Pr 70.0 48 6.25 6.25 6.25 6.25 4 6 6.25 3 4 5/16 0.0. BRASS WOOD BUSHING W/ 1/4 -20 SIDEWALK BOLT (3/4"0 HEAD) 1" MIN. EMBEDMENT 62 6.25 6.25 6.25 6.25 3 4 6.25 3 3 72 6.25 5 6.25 6.25r 4. 6 3 92 6.25 3 4 6 4 3 4 A A 230 4 rr 4 i 4 r aliffi < CO W N MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (W) (P.S.F.) MAX. PANEL LENGTH (FT. - IN.) MIN. SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (IN.) MIN. SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 MIDSPAN TUBE MIDSPAN BOLTS NO MIDSPAN BOLTS OR TUBE REQUIRED ALL CONDITIONS 40.0 5 7 2 -1/4 2 -3/8 3 -1/2 1 -1/8 8- 5 2 -1/4 2 -3/8 3 -1/2 1 -5/8 8- 8 3 3 3 -1/2 1 11 - 0 3 3 N/ A 2 -7/8 50.0 5 - 7 2 -1/ 2 -3/8 3 -1/2 1 - 1/4 8 5 2 -1/4 2 -3/8 3 -1/2 1 -7/8 8 8 3 3 3 -1/2 1 -7/8 10 - 6 3 3 N/ A 3 60.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 - 2 -1/4 2 -3/8 3 -1/2 2 8- 8 3 3 3 -1/2 2 -1/8 10 - 1 3 3 N/ A 3 70.0 5- 7 2 -1/4 2 -3/8 3 -1/2 1 -1/4 8- 5 2 -1/4 2 -3/8 3 -1/2 2 -1/8 8 8 3 3 3 -1/2 2 -1/4 9- 9 3 3 N/ A 3 • N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 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 , SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAO 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. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING PIECES. MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 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 W000 FRAMING. W000 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 FLORIDA BUILDING CODE DAT • BY .4 , PRODUCT CON ' L DIVISION BUILDING CODE COMPLIANCE OFFICS- ACI4EP,ANCE No. -o/a4' D/ rD ci Z z - 1 - co w w 1-U _o U. o N v) ¢ w z be z W Uo - z > w - N 0- W NIL -< Q Q. >2 <O QJ 0W Nu) C 0 CD (■Ca1• 1 •• NOTE° • u z 4 0 W V.J. KNEZEVIC I PROFESSIONAL ENG WI FL LICen- - No. PE 0• 0 83 ro•s by ` 11114 8 2 Ij 1999 7/19/99 [at van by NC Ch•Ck by v 1* Or•..,ng no. 99 -097 :meet 4 of 4 1 COPYRIGHT 0 1999 KNEZEVICH ASSOCIATES, INC.