Loading...
1200 NE 96 St (4)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date / v /7/") Job Address') /0700 e/€ 96 S7'Kf e T Tax Folio Legal Description r ` Historically Designated: Yes No JQ ' Jwner/Lessee / Tenant ) LID y • ri/E r $ L L O Master Permit # Li' LC3 C PhonX(305) 757 - 5'220 Owner's Address / ZOO /✓S 9 (o -MEET / / 4.t17 / TA4g 4E.SS Contracting Co.. (/2I 4.(re 7 yr �-:- / . 1 - i r s Address ‘.2 Qualifier y j 7'7 A Cc.) /14 (c',r SS #> ( Phone x ? c: 3 " 7 -- c (,, / 7 State # k C C C U S 7 S? '7 Municipal # x 3 S 0 S a Vt. Competency # Ins. Co. 3 V _ y'( 7 Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): »UILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION q �i r f I /6y.> ? // 4 ''' 6/4 in i /7 a .P.i at TT ,• ,f --{' 3 4„, G7 l'/ c 7 ' 7 / i 7 , 4r � Q w .7 f) C3 / 1. • <, eAl I e-Ft. / 7/ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IlVIPROVEMENTS 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. d � � /0h/95? I :/ . c 1i c A c -&____ / /) / % J Si a of owner and/ r Cond President Date Signature of Contractor owner- Builder Date 0,/ a- _ , u t . 1 SJ. Notaiy as to Owner and/or Con dent Date Notary as to Contractor or Owner-Bliiere i a Murton Date My Commission Expires: APPROVED: Zoning Mechanical s� °4s Nereida Murton * `_] *My Commission CC832437 • Expires May 3, 2003 FEES: PERMIT 50t RADON Building Estimated Cost (value) (, v c , My Commission Expires: . * ii *My Commission CC832437 %,. ., Expires May 3, 2003 C.C.F. . 4C NOTARY BOND Electrical TOTAL DUE Plumbing Structural Engineer PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2-4—• 91 Job Address 1 200 ?3S_ q6 ST Tax Folio 11- 3204- 414- 3946 Legal Description Historically Designated: Yes /' / 9 No $ Owner/Lessee / Tenant Q‘1 e! 04..2 £T BC 16 Master Permit # q 9O Owner's Address Moo /U L g 6l N St Phone (3 OS, 757- £ 2 .2O Contracting Co. (SA" S ) © YVA (E t Address Qualifier % .174, i1)g.3 BELL SS# Phone State # Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): WORK DESCRIPTION Square Ft. 1-/S0 S Q FT &/c 7 /, / Siti a of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: v Municipal # Competency # Address Address Address Ins. Co. ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN /A/J7 .i/ n+E w Jr° R A , S ' PE Estimated Cost (value) 2 j O 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 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. ature of Contractor or Owner- Builder Notary as to Contra or Owner - Builder My Commission Expires: OFFICIAL NOTARY SEAL P 4e(, 9 MARGARITA MONTIEL 2 C� COMMISSION NUMBER » CC797277 7/k ft:Cr MY DEC. DO ES Date // /77 Date FEES: PERMIT / f�o RADON C.C.F. / . NOTARY ✓ - BOND TOTAL DUE /4.. p v APPROVED: Zoning Building 4 r t i Electrical Mechanical Plumbing Engineering 3 SINCERELY: ,oc 03 Hialeah Alum. Supply Inc. 2360 West 76th Street Hialeah, Florida 33016 JANUA_RY 27, 1999 CITY OF MIAMI SHORES BUILDING OFFICIAL 10050 N.E. 2nd. AVENUE MIAMI SHORES, FLORIDA SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM. WE ARE THE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR STORM SHUTTER UNDER NUMBER 96.0311.02 THIS LETTER AUTHORIZES RUDY BELLO TO USE OUR STORM SHUTTERS, APPROVED :NDER NUMBER 96.0311.02, TO BE USED AT THE FOLLOWING JOB: �.J G� "`ate+✓ �'`� Y-"` =°� HIALEAH ALUMINUM SU =?LY INC. DAGMARA FIGUERAS VICE- PRESIDENT RUDY BELLO 1200 N.E. 96th. STREET MIAMI, FLORIDA 33138 1.- This form must accompany the application for building permit and shalt become part of the permit documents. 2.- The authorized = ignature must bear a raised corporate seal of the company holding the Dade County Notice of Acceptance. METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hialeah Aluminum Supply, Inc. 2360 W. 76 Street Hialeah, FL 33016 Acceptance No.:96- 0311.02 Expires:08 /08/99 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: .070" Aluminum Storm Panels (3105 - H14 Alloy) 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 Drawing No. 3127, Sheets 1 thru 4 of 4. (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 manufacturer'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. Raul Rodliguez Product Control Supervisor 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. s anger, Director Building Code Compliance Dept. Approved :08 /08/96 -1- Metropolitan Dade County • APPROVED : AUG 0 8 1996 EXPIRES AUG 0 8 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a .070" aluminum, 3105-H14 alloy , storm panel designed to comply with the South Florida Building Code, 1994 Edition for bade 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. 3127, Sheet 1 of 4, using .070" thick aluminum, alloy 3105-H14. 2.2 Panels are rolled formed, have a total full width of 13 -7/8 ", nominal width of 12 ", forming 2" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, "H- Header" 3.5" x 2" x .099 ", "U- Header" 2.0" x 2.0" x .118 ", 2 "x 2 "x 1/8" studded sill angle and 2 "x 2 "x 1/8" or 2 "x 5 "x 1/8" or 2" x 2" x .086" buili -out angles. 2.4 Tested specimen: Dimensions: 3 panels 3 panels 3 panels 3 panels 3 panels 3 panels 3 panels 42" wide x 101" long overall. 42" wide x 102" long overall. 42" wide x 94" long overall. 42" wide x 132" long overall. 42" wide x 68" long overall. 42" wide x 133" long overall. 42" wide x 102" long overall. 2 3 specimens for impact & cyclic load 3 specimens for windload 1 specimen for impact & cyclic load 1 specimen for windload 1 specimen for windload 1 specimen for impact 1 specimen for impact 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 11' -0" or 132 ", for direct wall, wall/floor. A maximum panel height of 8' -5" or 101" for built -out mounts and 7' -10" or 94" for floor /ceiling mount installations, in only as outlined on drawing No. 3127, Sheets 1 thru 4 of 4. 3.2 Minimum separation to existing glass to protect shall be 3 -1/2" 3.3 Maximum engagement of panel inside of header shall be as shown on drawing No. 3127. Sheets 1 thru 4 of 4 3.4 Special Requirement: Reinforcing rows of stitch bolts, consisting of One (1) 1/4 " -20 x 1" SS bolts must be used on all panels as shown on Sheet 4 of 4 , Drawing No. 3127. The required rows of stitch bolts per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - Two rows of stitch bolts wit e first row place 24" from the bottom of the panel and 24" o.c. Orlando lanco, P.E. - Plans Examiner II Product Control Division Hialeah Aluminum Supply, Inc. ACCEPTANCE NO.: 96-0311.02 APPROVED EXPIRES : AUG 0 8 1996 : NJG08 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.4.2 Panel Spans 68" to 102 " - Three rows of stitch bolts with the first row place 24" from the bottom of the panel and 241' o.c. . 3.4.3 Fanel Spans 102" to 132 " - Four rows,of stitch bolts with the first row place 24" from the bottom of the panel and 24" o.c 4. INSTALLATIONS 4.1 The panels shall.be installed only in the following conditions: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY): The panels are secured to an 'h' Wall Header at the head and attached with 1/4 " -20 S.S. x 3/4" long studs spaced as noted in anchor schedules, Sheet 3 of 4, to a 2 "x 2 "x 1/8" studded aluminum sill angle, both the header and sill angle are anchored to the wall using the approved tension anchors as shown on "Wall Mount Section ", Sheet 2 of 4, Drawing No. 3127, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): The panels are secured to an 'h' Wall Header at the head and attached with 1/4 " -20 S.S. x 3/4" long studs spaced as noted in anchor schedules, Sheet 3 of 4, to a 2 "x 2 "x 1/8" studded aluminum sill angle, both the header and sill angle are anchored to the wall using the approved tension anchors as shown on "Wall Mount Section ", Sheet 2 of 4, Drawing No. 3127, bearing the Dade County Product Control approval stamp. 4.1.2 Inside /Ceiling Mounts: Mounting condition limited to Maximum Storm Panel Span of 7' -10" (94") (A) (CONCRETE /MASONRY/ WOOD FRAMED): The panels are secured to an 'u' Header at the head and attached with 1/4 " -20 S.S. x 3/4" long studs spaced as noted in anchor schedules, Sheet 3 of 4, to a 2 "x 2 "x 1/8" studded aluminum sill angle, both the header and sill angle are anchored to the wall, using the approved tension anchors as shown on "Ceiling/Inside Mount" Drawing No. 3127, Sheet 2 of .4 , bearing the Dade County Profluct Control approval stamp. 4.1.3 Built -Out Mounts: Mounting condition limited to Maximum Storm Panel Span of 8' -S" (A) (CONCRETE /MASONRY): The panels are secured to an 'u' He der at the head, which is attached to a 2 "x 2" x1/8" or 2 "x 5 "x 1/8" aluminum angle, alloy 6063 -T6, with 1/4 " -20 S.S.x 1" long bolts spaced 12" o.c., and a 2 "x 2 "x 1/8" aluminum studded sill angle at the sill, which is attached to a 2 "x 3" x1/8" or 2 "x 5 "x 1/8" aluminum angle, alloy 6063 -T6, with 1/4"-20 S.S. x 1" long bolts spaced 12" o.c., both of the angles are then anchored to the wall using the approved tension anchors as shown on "Built -Out Mount "; Drawing No. 3127, Sheet 2 of 4 , bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): N`OT APPLICABLE 4.1.5 Any combination of the above. - 2a - Orlando Blanco, P.E. - Plans Examiner II Product Control Division • ,Hialeah Aluminum Supply. Inc. ACCEPTANCE NO.: 96 - 0311.02 - 2b- APPROVED EXPIRES AUG n 8 1996 • AUG 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 3127, Sheets 1 thru 4 of 4. 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. IDtNTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Dade County Product Control Approved ". 5.2 Also a Warning Noteshall be permanently labeled at each opening to be protected dvising the home owner or tenant that the storm panels will not offer hurricane protection uhl'As alL reinforcing stitch bolts are properly installed. - 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; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 3126, Sheets 1 thru 4 of 4, 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 r ando Blanco, P.E. - Plans Examiner II Product Control Division TEST TEST;I.,OAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" Span) SATISFACTORY MTL -16670 Max.. 2-7/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (102" Span) SATISFACTORY MTL - 16670 Max.. 3 -1/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (133" Span) SATISFACTORY MTL -16670 Max.. 3 -1/2" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +87.23 PSF MTL -16670 +67.0 PSF MTL -16670 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE - 118.82 PSF MTL -16670 -91.38 PSF , MTL- 16&7011 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (102" Span) +101.0 PSF MTL -16670 +67.33 PSF MTL -16670 © Design 1.077" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) -175.0 PSF MTL -16670 -116.67 PSF MTL -16670 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (133" Span) -90.0 PSF MTL -16670 -60.0 PSF MTL -16670 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (68" Span) -330.0 PSF MTL -16670 -220.0 PSF MTL -16670 DESIGN PRESSURE RATING: See Comparative Analysis; DESIGN PRESSURE vs PANEL SPAN CHART, Sheet 4 of 4, Drawing No. 3127 Hialeah Aluminum Supply. inc. ACCEPTANCE NO.: 96 - 0311.02 APPROVED : AUG [ 8 1996 EXPIRES : AUG 0 8 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED T • RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test Large Missile Impact Test Cyclic Wind Pressure Test prepared by Miami Testing Laboratory, Report No. MTL - 16670, dated 02/23/965, signed and sealed by David Gale Ober, P.E. 8.2 Drawing: 8.2.1 Drawing No. 3127, Hialeah Aluminum Supply, Inc. , Sheets 1 thru 4 of 4 prepared by Rammis Engineering, Inc., dated 03/07/96, revised 07/03/96, signed and sealed by Robert Monsour, P.E. Orlando Blanco, P.E. - Plans Examiner I1 Product Control Division . Hialeah Aluminum Supply. Inc. ACCEPTANCE NO.: 96 - 0311.02 APPROVED : AUG 0 8 1996 EXPIRES : AUG 0 8 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.3 Material certification: 8.3.1 Mill Certified Inspection Reports issued by Jupiter Aluminum Corp., dated 02/21/96. 8.3.2 Certified Tensile Test Report issued by Center for Applied Engineering, Inc., Job No. MTS- 257560, 'dated March 1, 1995, signed and sealed by R.G. Miller, P.E. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Calculations, dated 03/11/96, Pages 1 thru 5 of 5 and Pages 1 thru 8 of 8, dated 05/01/96, prepared by Rammis Engineering, Inc., signed and sealed by Robert Monsour, P.E. 8.4.2 Comparative Analysis, Pages 1 thru 7 of 7, dated 06/06/96 and Anchor Calculations, Pages 1 thru 7 of 7, dated 06/15/96, prepared by Rammis Engineering, Inc., signed and sealed by Robert Monsour, P.E. Orland. Blanco, P.E. - Plans Examiner II Product Control Division tltatean Aluminum Stipp y, Inc, ACCT VI ANCE NO.: 96 -03 1 1.02 APPROVED : AUG 011 1996 EXPIRES : AUG 0 6 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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: "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 chrge 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 (thrdtigli 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 DadeCounty, 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(d) 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. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Orland. Blanco, P.E. - Plans Examiner II Florida Building Code. END OF THIS ACCEPTANCE - 3 - Produc Control Division on, Chapter 36 of the South !R` TYF' I GAL PANEL SEGTION (.0 YNIALL) 1•! NGNUT VARIOUS ANGLES STUDDED ANGLE I/4' -20 X 5/4' IS-8 STAINLESS STEM- KNURLED STUDS 6 I/4" O.G. 2.065' : 1.263' . 2.000' ' y a65 " '. 25 2' A 2' L 31+44 l fJ_ti n,..1e!•:I.±��v.b it i� g4' 'Eul .'.'^ s'...... ..� -w. - 2.00' "h" HEADER "uli HEADER .115' miss MAY FLARE OUT TO EA5ILY RECEIVE STORM PAN 1-5. ALLOY 5103-44 14 .010 ALUMINUM STORM PANELS COMPLIES HIM t SOUTH FL.oRIDA BUILDING covet, cHAF-reR 23, SECTIONS 402.9 ADOPTION OF ASGE 1-89, 2314.5 FATIGUE LOAD TIMING, 2915 IMPACT TESTS AND 1 6.134. DESIGN GRITERIAt WIND LOAD PER CHAPTER 23 OP 5.P.S.C. PRESSURE REG2UIREMENT CALCULATIONS MUST BE PERFORMED PER A5G!' 7 -88 'MINIMUM revert LOADS FOR 5UILDIN6 AND OTHER 5TRUGTURES' • TION - L./50 W/2' MAX ( POSITIVE LOAD G -RAL N0TE5: THIS ALUMINUM ST0101 PAL . 15 DESIGNED FOR COASTAL 4 NON GOASTAL Z0hE SUILDIN65. ALL ALUMINIM EXrRUSIOSS TO BE ALLOY 6065 -T6 OP. EoUAL. STORM PANELS SHALL 8E AHOY .070 3105 -H14 ALUMINUM OR EOUAL SMOOTH OR EMBOSSED. TI-E STORM PANEL 51-1/TTER MAY SE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED :d tCIFIGATIONS HEREIN. EDGE DISTANCE GIFIGATION TABLE APPLIES TO HEADER AND SILL APPLICATIONS ONLY. ANCHORAGE OF me 5l-L11TER SYSTEM TO CONCRE=TE OR MASONARY SFLALL CONSIST OF V4' DIA. X I V4' NAIL -IN ANGHoR5 I/4' -20 MAGI-NNE 5GRE^i AND EXPANSION ANCHOR, 1/4' X 2 1/4' MASONRY SCREW ANCHORS, I/4' -20 X I' TRUSS HEAD MACHINE VOLTS, I/4' -20 X Mb' BRASS INSERT WITH V4-20 X 1' MACHINE BOLTS, MED IN COMBINATION }^11TH V4' -20 MACHINE SCR W1T14 V4-20 NUTS AND WA5fi 5, I/4' -20 WASHERED WING NUTS, KEYHOLE 11A5FIEF25 AND KNURLED STUDS. SPACING AS INDICATED ON THIS PRAYING. ANCHORS SHALL PROVIDE A MINIMIM OF I I /4" EMBEDMENT INTO THE MASONARY. BRICK AND /OR CONCRETE. ANCHOR LENGTH MAY VARY TO ACHIEVE THE PROPER EMBEDMENT. At.IG440RA&E TO WOOD CONSTRUCTION SHALL_ SE I/4-20 X 4 1/16' THREADED BRASS W00D INSERT YUTH V4-20 X 1' •rRUGS HEAD MACHINE BOLT OR ANY OTHER DADE COUNTY APPROVED FASTERER. ALTERNATIVE ANCHORS AND CONDITIONS ON 5FEET NO. 2 t 5. EACH OPENING SHALL BEAR A PERMANENT LASE- SHOWING `RIDE COUNTY PRODUCT APPROVED' LOCATED IN EACH HEADER. cP WARNING TO OYNER.OR. TENANT LOCATED 114 HEADER STATING `STORM PANEL )411:L' NOT OFFER HURRICANE PROTECTION UNL 6 ALL 1/4-20 STITCHING REINFORCING 15 PROPERLY INSTALLED DURING WIND VELOCITIES EXCEEDING 1 M.P.H. YIA.RNINGS ANT, LABELS MUST ALSO SE PERMA).MN'7LY PRINTED ON EACH ST0?1 PANEL PegMANENT FASTENL?2 COMP011.1 E1B ANCHOR 50LT5, THREADED COMES OR METAL SHIELDS, NOT IN US MUST SE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIMES. DESIGN PRE RATING. • N �±- ::4 ; a > cn z z c n 0 Za U ¢ W mn= z90 CC Z � 0 � 2 U Z a I— < Z APPROVED AS SOUTH FLORID DAT BY PRODU OMPL 9U: BUILDING ' IDE COMPLIANCE OFFICE ACCEPTANCE NO.96 - 03 / • b Z • PP ONTROL DIVISION NG WITH THE ING CODE qq/ REnsipres - 6/12A6 1/3/16 d EXISTING G06 I /4' X 1 V2' HAIL -IN ANCHORS OR V4' X 2 V4' MASONRY SCR AT 12' O.G. TOP AND 17' O.G. BOTTOM. ANGLE TO YKALL_ /{ALL MOUNT SECTION ANGLE TO NNALL MAX. PANE. = 155' 1/4' X 1 1/2' NAIL •IN ANCHORS 1' 0•C. 2 X 2 X V8' STUDDED ANGLE PERMANENTLY PLACED. EXISTING G5` • iq PAL TO ANGLE �_ EXISTING WOOD STRUCTURE L ��/ BRASS HOOD �� INSERT YiiTH 1/4-20 X 1' MACHINE BOLT I 12' O.C. TOP AND . 17' O.C. BOTTOM. \ / CONTINUOUS 'h hoarier CONT. HEADER - 1/4' -20 NINGNIT 6 1/4' O.G. PANEL TO ANGLE e �j4 ' VAT. • :'..✓.. • . :, .Y • • C I/4' -20 Yi1N&NUT 6 V4' O.C. • ► 'r . ••• ,.4 . 1 • r. I CEILING /INSIDE MOUNT , II . � . I I' II' 1/4' X 2 V4' MASONRY 6GRENR5 12 D.G. MAX PANE. SPAN ■ 94'. 2X2X ANGLE ( SILL ) V4' -20 NJ 14614/T 6 1/2' O.G. 1/4' X 2 1/4' MASONRY SCREWS 12' O.G. 1h' •� • 4 • • ff GEILIi`+G /INSIDE MOUNT S12: 5EPPrROM GLASS SC}EDU1-E M1N. 5 1/2' V4' X 11/2' 1L IN ANCHORS 7 O.G. OR EXPANSION ANCHORS W/V4 X 1' TRUSS HEAP MACHINE BOLTS 6' 0.G. CONTINUOUS 2X5X MAXIMUM TOP AND BOTTOM. V4' - MACHINE BOLT AND NUT 12' O.G. MAX, PANEL HT. = 101 1/4' -20 WINGNUT 6 I/2' O.G. 2 X 2 X 1/5' ANGLE. M•I; �I • • CONTINUOUS 2 X 5 X V8' ANGLE • TO RECEIVE 511- -L ANGLE. ' •• 1/4' X 1 I/2' NAIL •IN ANCHORS 1' O.C. OR EXPANSION ANCHORS )WI /4-20 X 1' 'TRUSS HEAD MACHINE BOLTS 6' O.C. BUILD OUT MOUNT V ALL MOUNT SECTION CONTINUOUS HEADER WITH 1/4' X 1 1/2' NAIL -IN ANCHOR 6' O.G. MAX PANEL SPAN ■ 14'. 1/4-20 X 1' DRIVE -IN S1VP ' W/YU•61tUT 6 1/4' O.C. CONTINUOUS 2' X 2' X V5' SILL ANGLE KITH 1/4' X 1 1/2' NAIL -IN ANCHORS 6' O.G. ;t. I/4' -20 MACHINE BOLT AND NUT 12' O.G) TYPICAL TOP BOTTOM • • DIRECT MOUNT I C ALK -IN MACHINE 50R15'1 -A . Gt ='R )'V V4-20 X 1' MACHINE SCREW 6' O.G. C ALK -IN MACHINE SCREW ANCHOR W/ I/4-20 X 1' MACHINE SCREW 6' O.G. APPROVED AS CO. NG WITH THE SOUTH FLORIDA (INC CODE DAT 1 U -1! %� • 9 BY PRODUC CO TROL DIVISION BUILDING ODE COMPLIANCE OFFICE ACCEPTANCE NO. -03 D 2. fl ■ t' • = 111 • 6/12/46 i/3/c16 EDGE DISTANCE AND ANCHOR SPACING VERSUS DESIGN PRESSURE AND PANEL HEIGHT HARDNARE SCHEDULES - 51.5 PSF 12.0 P5F 11.4 PSF POURED CONCRETE CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK POURED CONCRETE CONCRETE 13L.00K 1 ANCHOR TYPE ED. TENSILE SHEAR TENSILE 51-I EAR . TENSILE SHEAR TENSILE sHmAR TENSILE SEAR TENSILE SHEAR V4' X 11/2' HAIL-IN Arse40125 2 „ i n in NA NA i n in • NA NA in 5" NA NA 3 " " -°. NA NA • —1„ in 1TA 4 NA in — 1 " — NA NA g /4 11/2' EmeePmErri- 2„ 12 „ cf. II„ a „ 12 „ -1„ ,1 '' S„ - 10„ 6 „ .. 6 „ 3 " 12" 12" 12" 11" 12" 10" 10" 11" 12" an 8" an OALK -IN * 1/2' MAGFNTE SCREW Al..4147R USED Jac,Hl WI/4-20 v I 2„ 1'1„ 12 " S „ 8 " ci „ 10 " - .. 11E S " 5 " 5 „ - 114 3 „ 12 „ 12 „ �„ II" 11 '' 12 „ S „ i n a n 11 ,E b „ . � - ∎ ■- ALSO "(NOAH AS EXPANSION ANCHOR . W1/4-20 X I' TRUSS I"1EAP MACHINE BOLT. : qa i I i e77 +" S �`+ I I '� I FOR 137.5 PSF DESIGN LOAD, SPACE ALL HARDWARE AT 6' O.G. FOR 200 P5F DES1&N LOAD, SPACE ALL HARDWARE AT 5' O.C. EXCEPT NAIL - INS TO 5E SPACED 4 V4° 0.C. FOR 240 P5F D£ -51GN LOAD, 5P AGE ALL. HARDWARE AT 5° O.C. EXCEPT NAIL - INS TO BE SPACED 4' O.C. ;40017 0017 APPLICATIONS TYPE V4-20 X',16' TiADt=D BRASS WOOD INSEMT KITH 1/4-20 X I' MAr.HINE SOLT. DIA. I /4" TENSILE 12" • ALL HOOD FA5 i - HERS TO HAVE A MINIMUM EDGE DISTANCE OF 2 I/2' 5HEAR 11" TENSILE 12" 5HEAR 0 HARDWARE - � b THIS DRAWING BECOMES INVALID W DADE COUNTY ACCEPTANCE #96-0311.02 IS NOT ENGRAVED ON THE ALUMINUM PANELS. DATE APPROVED AS C O A .(' WITH THE SOUTH FLORID���,' G CODE DAT s' . / : � at 1 BY r PROD)e ROL DIVISION BUILDING , " E COMPUANCE OFFICE ACCEPTANCE NO "0311.62 . a) iF. •14 • 4 y 4 ... r fir+ .. 7. ;,,.....r�. -�- _ I Ifl.�'� '1� I •f 1 . �. ifyi � P, ° f... I .+t :� <1,' +4d. rf ''S :. +�... ;... i 5.:. .Z� .1 �. 'T� • W .: ��r e _ I j�Aifia x i •t °�ln 7`iy1Sn, i� I . q , � i f 111 I ^�' f�j• P � � l r� I h�11 i E REVISIons BY 6/12/16 7/3/016 �1 - DESIGN PRESSURE 0 PANEL SPAN I 102" - 152' 56.00 1N. D 1 STANCE,A3ETNEEN &LASS AND PANEL 151" 5 • 51.00 1/2 ° 116" . • 1/2 ° 72.00 - - • 110" - 1/2" .11.44 1/2" 104" 3 151.50 3 af3" 3 200.00 PI RECT MOUNT 13" 1 /2 u 3 240.00 3 66" F'ANEL HEIGHT 0 I 68" - 102° I 102" - 152' 1N. D 1 STANCE,A3ETNEEN &LASS AND PANEL NALL MOUNT 5 1/2 " _..s..3 1/2 ° 5 1/2 ° INSIDE MOUNT 3 1/2" 3 1/2" 3 1/2" BUILD OUT • 3 1/2" 3 1/2 ° 3 1/2" PI RECT MOUNT 3 1 /2 u 3 1/2" 3 1/2" L 11 140 - z • 240.■ = leo 160 120 t5ENL=RAL N0TES: C.ORNER. CONNECT 1 1 11111111 1111111111 1 N. 1 111111111 1111111111111111111i111111111 111111111 111111111 11 60 - to 80 go too 110 120 130 PANEL SPAN IN INCA-S 1/4' X 20 KIMSNUTS PilTH STUDDED V4'-20 f3OLTS I/4'-20 PiINSIVT •A14a.rs MAY VARY IN slz:e V'fl • •• ".•..••••'" • • • • — • 4 .1 •,•• P ,7 77 i ni " .711 • 1 - '171 • •111,-4 111-1EN ANCHORING INTO HOOP, THE Y+00/D 11.6T Ese REreg, TO sof/wars FOR MIN11-1JH 3,15TANC15 EETMEN A 141N11.144 2 X 4 EGVAL TO *2 SOVTVeRN PINE GLASS AND PANEL, ANCHOR SPAGINS FOR SPECIFIC AND STRUCTURALLY PART or THE rsAM1145 STRUCTURE ANCHORS AND EDGE DISTANCES (.D.) FOR SPECIFIC OR. SUGURELY ATTATCHED TO FRAMING STRUCTURE. ,140R5. ADDITIONAL HARDWARE 111114111111111' V4'-20 X 1* PAN OR TRUSS I-IEAD . • • i 111 1/4'-20 X HEX HEAD 0 V4"-20 LOCK N./T 4 © I/4"-20 NUT • :i1111 1111' 1/4"-20 X5/4" V4'-20 )'4S1- MALED STUD rilMSNLYT 'VW 0.2. 18-8 STAINLESS STEEL. V4*-20 1 FLOOR MUSS ( SIPEAAI-K BOLT ) 18-8 STAINLE6 STEEL V4' ID. 9/4" O.D. FLAT WASHER KEYHOLE } . 1 • s 1 ( It'- sHow 2.0 X 1' SIDEYNALK 130LT VER ELEVATIONS ,••• • • . , • -L l/4'-20 1/4'-20 X 1' SIDEAALK EOLT (AS SHONN) PANELS MAY ALSO EE USED HORIZONTALLY. _ • . • L I V4'-20 X I' SIDEWALK or EVERY 24' (A3 SHOW APPROVED AS CO- ITH THE SOUTH FLORIDA CODE DAT 192.4 BY PRODUCT CO OL DIVISION BUILDING dDE COMPLIANCE OFFICE ACCEPTANCE NO% - 03 I I • 02 A rmiewims REVISIONS • BY 6712A16 1/5/46 4 (D z X 8121 cc\