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65 NE 92 St (10)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE D a t e / 7 q' J o b A d d r e s s ti 5 R a � 7 Tax Folio / / - 340 0 6 - o / 3 - 00 C / Legal Description LoT /c t 1.J t /' L oT 2 Historically Designated: Yes No tr ' Owner/Lessee / Tenant L) L L_ Soffit ([-4 Master Permit # 1-17/ Owner's Address C.5 ! ..2 37- A,,44 Si :S ,, A / 3c2F Phone �o5 . 7 L // Contracting Co. -° ( 1'c(/k/F Address '`' 44 Qualifier /7/1' SS# Phone Al A- State # /V/,r Municipal # �// Competency # / Ins. Co. 4 / A Architect/Engineer / f ZE v I C // ¢ A i - 550e 4 S , (Aft Address 0/ amble 25/i/6- �t/E- /IA 9�1/ 5 444.G, " NA/ X 3i cb Bonding Company 4/O wL Add ress j �" Mortgagor N1 /C Address ti/ A Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / N S 1 LC, ,/sec cd.b /0"c-.) ,5 7-/-0 7 Square Ft. :2 7 FT 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. Si ature of owner and/or Condo President Date • • • 11 OF RY SEAL JACQUELINE GLIVENS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC488209 MY COMMISSION EXP. AUG. 14,1999 FEES: PERMIT 7°2- df RADON APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering as to Owner and/or Condo President 72. Signature of Contractor or Owner- Builder Date Notary as to Contractor or Owner - Builder Date My Commission Expires: 4 0 C.C.F. NOTARY BOND TOTAL DUFE. .TP z, SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM MARCH 12, 1997 Frank Lubien Building Official 10050 NE 2nd Ave. Miami Shore,FL 33138 Dear Lubien We are the Dade County Notice of Acceptance Holder for the HT -100 under number 96- 1126.03 ACC, SHUTTER This letter authorizes Paul Smith t use our HT- 1 0HUTTER approved under number 96- 1126.0So be used at the following job: 65 NE 92 st Miami Shores Sincerely, Minn pmi rs, Inc. Narciso Rodriguez President MIAMI NOME SIIUTTE1IS INC 4369 S.W. 75 Ave. - Miami FI. 33155 Phone: (305) 265 1005 Fax: (305) 448 9666 or guez Excecutive Vice President ' 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. ` L.) 9 2 %er s V2- MIAMI IIOUE IIUTTE11S INC. 3ii(39 51739 4369 S.W. 75 Ave. - Miami FI. 33155 Phone: (305) 265 1005 Fax: (305) 448 9666 L( / i METRO-DADE Acceptance No.:96- 1126.03 Expires:01 /22/00 CONDITIONS BUILDING CODE COMMITTEE Approved:01 /22/97 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375-2901 Miami Home Shutters, Inc. FAX (305) 375 -2908 4369 S.W. 75th Avenue INTERNET: mdcc01@shadow.net Miami FL 33155 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: HT100 Accordion Extruded Aluminum Shutter (6063 -T6 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. 96 -816, Sheets 1 thru 6 of 6, (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 Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. Director Building Code Compliance Dept. Metropolitan Dade County • Miami Home Shutters, Inc. ACCEPTANCE NO.: 96- 1126.03 1. DESCRIPTION 1.1 APPROVED : JAN 2 2 1997 EXPIRES : JAN 2 2 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum accordion type shutter, 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. Main blade is 6.5" center to center, 4.478" wide x .052" thick, constructed as indicated on approved drawing No. 96 -816, Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the adapter slat and the other components shall be constructed using extruded aluminum alloy 6063 -T6 unless otherwise noted on the same drawing. 2.2 Inside track sill blade pins shall be 410 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and .460" x .050" thick stainless steel washer and a 3/8" diameter x 0.90" long nylon bushings and the inside track header blade pins shall be 410 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and a 3/8" diameter x 0.90" long nylon bushings with .870" diameter x .251" nylon spacer and rollers at every fourth blade. and a 3/8" diameter x 0.90" long nylon bushings. The outside header and sill blade pins shall be 410 x 2" Machine Screws manufactured from 410 or 18 -8 stainless steel with fluorocarbon coating and .460" x .050" thick stainless steel washer 2.3 Tested specimen: Dimensions: (8)- 42" wide x 96" long overall (96" Blade length) (2)- 42" wide x 132" long overall (132" Blade length) (2)- 42" wide x 157" long overall (157" Blade length) (1)- 42" wide x 72" long overall (72" Blade length) (1)- 42" wide x 148" long overall (148" Blade length) 3. LIMITATIONS 3.1 Maximum allowable Blade Height or Span for Type A and C Installations: 13' -1" (157 ") 3.2 Maximum allowable Blade Height or Span for Type B and D Installations: 12' -4" (148 ") and 12' -7" (151 ") respectively 3.3 All Wood Framed Installations shall be valid on for installation below 30' above grade, 3.3 Minimum separation between glass to be protected and shutter: Shall be as shown on Table 2 and Maximum Design Pressure Rating and Corresponding Panel Span Schedule as shown on Sheet 5 of 6, Drawing 96 -816. Manuel ' erez, P.E. - Plans E .T' iner II Product trol Division Miami Home Shutters, Inc. ACCEPTANCE NO.: 96- 1126.03 APPROVED : JAN 2 2 1997 EXPIRES : ,IAN 2 2 200 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.4 Special requirement: 3.3.1 A maximum clearance gap of 0.250" shall be provided between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 A 'T' -Lock (placed facing outside or inside) is required to be installed in a single location not to exceed 18" above or below from each end; or at midspan for all shutter applications and must be activated during hurricane warning. See component part No. 14, sheet 1 of 6, Drawing No. 96 -816. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section G "Wall Mounting Installation ", Drawing No. 96 -816, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section L "Wall Mounting Installation ", Drawing No. 96 -816, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling and Floor /Counter Top Mounts: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c.; or Sill (Part 17) "Walkover Sill Track ", along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installation ", Section H, Sheet 3 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -816, bearing the Dade County Product Control approval stamp. -2a- Manu-' Perez, P.E. - Plans iner II Product Control Division Miami Home Shutters, Inc. ACCEPTANCE NO.: 96- 1126.03 APPROVED : JAN 2 2 1997 EXPIRES : ,IAN 2 2 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installation ", Section M, Sheet 3 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -816, bearing the Dade County Product Control approval stamp. 4.1.3 Built -Out Condition. (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount Section; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section J "Build Out Mount Section "; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill track (Part 2) which are attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to two (2) 2 "x 5 "x 1/8" aluminum build -out angles with two (2) 1/4 " -20 bolts spaced 12" o.c. at the header and sill, which are then anchored to the wall using approved tension anchors as shown on Section K "Build Out Mount Section ", Drawing No. 96 -816, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. -2b- Manue Perez, P.E. - Plans Produc ontrol Division iner II Miami Home Shutters, Inc. ACCEPTANCE NO.: 96- 1126.03 APPROVED : JAN 2 2 1997 EXPIRES : ,IAN 2 2 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill parts are attached to each other of 3/16" dia. pop rivets or 412 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3 "x 1/8 ", 2 "x 4 "x 1/8" or 2 "x 5 "x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount Section; or the header and sill tracks are then attached to a continuous 1 "x 2 "x 0.05" or 1 "x 3 "x 0.05" aluminum build -out tube with 1/4" diameter S.S. lag screws with 1 -1/2" penetration in to the wall framing studs spaced 24" o.c. maximum or fastened to a continuous PT 2x6 wood ledger plate with 1/4" diameter x 1 -1/2" long lag screws spaced 12" o.c., the wood ledger is then anchored to the wall studs with (2) 1/4" diameter x 5" long lag screws at a maximum spacing of 24" o.c., as shown on Section R - "Wall Mount Section ", Drawing No. 96 -816, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Pass Thru Window Mounts: Mounting condition limited to illaximum Storm Panel Span of 9' -S" (116 ") and a Maximum Design Pressure Rating of ( ±) 75 PSF (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section 0 "Pass Thru Detail (In Concrete) ", as shown on Drawing No. 96 -816, Sheet No. 4 of 6. bearing the Dade County Product Control approval stamp. (B) (WOOD): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section P "Pass Thru Detail (In Wood) ", as shown on Drawing No. 96 -816, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp - 2 c- Manu'erez, P.E. - P1 xaminer II Product Control Division Miami Home Shutters, Inc. ACCEPTANCE NO.: 96- 1126.03 APPROVED : JAN 2 2 1997 EXPIRES : ,IAN 2 2 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.5 Storm Panel Support Beam: Limited to a Maximum Design Pressure Rating e(±) 72 PSF (A) (CONCRETE /MASONRY): The shutter and its header and sill tracks are secured to a continuous Aluminum Tube beam as listed in the "Alum. Beam & Shutter Schedule ", sheet 4 of 6 with 414 SMS screws spaced 12" o.c., the support beams are then attached to a pair of 2" x 3" x 1/4" x 0' -6" long aluminum angles at each end with two (3) 1/4" diameter thru bolts, the end angles are then anchored to the wall with approved anchors as shown on Details N and Q - "Top Support Beam Detail and Bottom Support Beam Detail ", respectfully, Sheet 4 of 6; and/or "Floor Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -816, bearing the Dade County Product Control approval stamp. (13) (WOOD): NOT APPLICABLE 4.1.6 Anv combination of the above. 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. 96 -816, Sheets 1 thru 6 of 6.. 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 unit 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 number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 96 -816, Sheets 1 thru 6 of 6, 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. -2d- Manu•l Perez. P.E. - Plans iner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (157" SPAN) SATISFACTORY CTC -96 -037 Max. 3 -3/4" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96" SPAN) SATISFACTORY CTC -96- 024 Max. 2 -7/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (132" SPAN) SATISFACTORY CTC -96 -024 Max. 3" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE (96" SPAN) -118.8 PSF CTC -96 -024 -91.4 PSF CTC -96 -024 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE (96" SPAN) +87.4 PSF CTC -96 -024 +67.2 PSF CTC -96 -024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (96" SPAN) +124.8 PSF CTC -96 -024 +83.2 PSF CTC -96 -024 @ Design .69" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (157" SPAN) -57.2 PSF CTC -96 -037 -38.1 PSF CTC -96 -037 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (148" SPAN) -85.8 PSF CTC -96 -037 -57.2 PSF CTC -96 -037 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (96" SPAN) -145.6 PSF CTC -96 -024 -97.0 PSF CTC -96 -024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (132" SPAN) -104.0 PSF CTC -96 -024 -69.33 PSF CTC -96 -024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (72" SPAN) -197.6 PSF CTC -96 -024 -131.0 PSF CTC -96 -024 DESIGN PRESSURE RATING: See Maximum Design Pressure Rating Schedule, Sheet 5 of 6, Drawing No. 96 -816 Miami Home Shutters, Inc. RESULTS: - 2e- ACCEPTANCE NO.: 96- 1126.03 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED : TESTS: APPROVED : JAN 2 2 1997 EXPIRES : ,1AN 2 2 2000 Man.-1 Perez, P.E. - Plans Product Control Division finer II • Miami Home Shutters. Inc. ACCEPTANCE NO.: 96- 1126.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Uniform Static Air Pressure Test Loading, per PA 202 -94 of extruded aluminum accordion shutter (157" span), prepared by Construction Testing Corporation, Report No. 96 -037, dated August 16, 1996, signed and sealed by Yamil Kuri, P.E. 8.1.2 Test report on: 1.) Large Missile Impact Test, per PA 201 -94, and 2.) Uniform Static Air Pressure Test Loading, per PA 202 -94 3.) Cyclic Wind Pressure Test, per PA 203 -94 of extruded aluminum accordion shutter, prepared by Construction Testing Corporation, Report No. 96 -024, dated July 20, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 96 -816, "Miami Home Shutters, Inc. ", Sheets 1 thru 6 of 6, dated 07/23/96, latest revision No. 2, dated 10/10/96, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by INDALEX, with chemical composition for aluminum 6063 -T6 alloy . 8.3.2 Tensile Test Report No. QCM No. 6FM -1556, prepared by QC Metallurgical, Inc., dated 06/24/1996. 8.3.3 Release letter issued by the Hi -Tech Shutter Group, Inc., dated November 18, 1996 certifying this product to meet the criteria of product tested and approved and allowing Miami Home Shutters, Inc. to use test results approved under Dade County approval #96 -0114, signed by Mr. Frank Cornelius. 8.3.4 Acknowledgment letter by Miami Home Shutters, Inc., dated 11/18/96, signed by Mr.Narciso Rodriguez. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis dated 06/18/96, Pages 1 through 28 of 28, and pages 1 thru 2 of 2, dated 10/10/96 and pages 1 thru 5 of 5, dated 10/04/96, prepared by Knezevich and Associates, Inc., signed and sealed by V.J. Knezevich, P.E. -2f- Manu$j Perez, P.E. - Pla Product Control Division : JAN 2 2 1997 . JAN 2 2 2000 xaminer II Miami Home Shutters. Inc. ACCEPTANCE NO.: 96- 1126.03 APPROVED : JAN 9 2 1997 EXPIRES : JAN 2 2 2000 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. 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 1, 2, 2(a) through 2(0 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 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. Manuel Perez, P.E. - Plans Examiner II Product Control Division END OF THIS ACCEPTANCE - 3 - J .052 o o, o. O •• u, J x.282 t2-W .620 .048 1.840 f • / 483 .875 X 483; SCALE HALF SIZE 2.812 .3133__ , .688 , 1.115 X -t2 N t �n a i ' ( 1 t1 - - t1 ..055 t2 ..076 O HEADER- CLG.MOUNTED SCALE: HALF SIZE .312 .214 0 , 1.322 : .214 tt1 x-.322 t1 14 LOCKING ARM SCALE: HALF SIZE 1/4" THICK STAINLESS STEEL 11/15/96 09:06 SCALE: HALF SIZE SCREW AND /OR 1S BUSHING ASSEMBLY .0 o O N o t3 t2-4■ 0 N ^ I m CO J J 111.111111 iR E0 0 050" TM CK NLESS STEEL WASHER 3/8"0 x 0.90" LONG NYLON *10 x 2" SMS. MANUFACTURED BUSHING W/ *10 x 3" SMS. •• MANUFACTURED FROM *410 STAINLESS STEEL W/ FLUOROCARBON COATING 3 . 460 "0 x .050" THICK STAINLESS STEEL WASHER 966 .875 .483 1.193 2.420 SCALE: HALF SIZE -t2 1.1 ..055 t2 ..076 t3 • .097 0 , At-t1 2.586 .248- m: 060- -060 NY p O J 060 co Ln -060 O g TYP. SLAT ga ADAPTER SLAT CENTER MATE 1 SCALE: HALF SIZE SCALE: HALF SIZE .158" / 440" t1- 16 LOCKING CLIP SCALE: HALF SIZE U -� .211 t2- i--.• t 2-40 a•-t2 / 483, .875 _483, 1.8 / A'-t 2 .384 • t 1± 2.775 -.165 I.D. .285 0.D. .060- X080,0 250 0- .949 1.391 1.891 2.373" 151" 1.350" x500" rt ..055 t2 ..076 WALKOVER SILL 0 FLOOR MOUNTED SCALE HALF SIZE Ln m .472" I.D. .620 , 0 .211 0 • 2.420" / . 945" / -tt 1 t1 ..055 t2 ..076 t3 ..097 SCALE: HALF SIZE O ' o J: m. I/11 .095- 620", -tl o Tr , t2� 2 1 IJ t2 .752 t3 ALT. HEADER -WALL MOUNTED O SILL -WALL MOUNTED ",795 2.,34 0 .16E- .285 0 D.- .060 - 4442i- .942 • 1.659 2. 101 8 - 1 .06C- 1.0':19 .190 , .625. . 060 .345 10 CENTER MATE 2 SCALE: HALF SiZZ 1.685 ,465, .600 620, ADJ. SILL -TOP .711 SCALE: HALF SIZE O N NOTES: 1. THIS ACCORDION SHUTTER S ":ITEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILOIN'J CODE. 1994 EDITION 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: MIAMI HOME SHUTTERS. INC. MIAMI, FLORIDA DAOE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy _ 33 KSI. POP RIVETS SHALL BE 3/16"0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIOE CLOSURE WITHIN 18" OF CENTER (VERTICALLY). 7. THE DETAILS AND SPECiRiCATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORT No. 96 -024 AND 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. SCALE: HALF SIZE .125' 2.000" 1.533 ADJ. SILL -BOT. 11 ANGLE SCALE: HALF SIZE 055 ITYPI X E 4S m 050 .025 (TYOF 1.250 .985 3766 .488' .376 1400 , SCALE: HALF SIZE N,- 13 INSERT SCALE: HALF SIZE o .o 0 J 050 .025 (Trol- 1 . 250 90° END SLAT SCAL HALF SIZE •i m r -• 1.250 , O 90° END SLAT 050 - O FLAT END SLAT SCALE: HALF SIZE - STAINLESS STEEL ASSEMBLY - .4600 HOLE .956 (� .517 m ll-.050 • m 'I m - "'°97 m -T080 - -NYLON WHEEL 058 - . 251 12 ROLLER ASSEMBLY SCALE: HALF SIZE 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 0 m L , . 0 N drev.nq no 96 -816 sneer 1 or 6 01 , C C3 o ' a m e V.J. KNEZEVACH ' PROFESSIONAL.ENG!NEER I FL License No PE 0070983 i/ � o'l ) 1996 / d•r• - "acme ' , dr•vn by AS NOTeo 1 ' 06 7 -23 -96 design by 1'ch.cked by v.P1 I L V JK SCALE: r a 1' -0" r x 2" x 1/8" ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP) 2"x2 "x1 /8' ALUM. TUBE 6063 -T6 ALLOY ,';9'95 09:11 SCALE: 3" . 1' -0" N.T.S. SECTION TYPICAL ELEVATION 2" MIN. - TENSION FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE) OA ALT. CLOSURE DETAIL O. NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE VARIES - NO LIMIT DO CORNER CLOSURE DETAIL *10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET 0 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055"; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE O *10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET 0 24" 0.C. ITYP) TWO 1/4 "0 SMEAR FASTENER EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE 18" ABOVE OR BELOW CENTER (SEE NOTE 61 BOTTOM TRACK BO ALT. CLOSURE DETAIL EO ALT. CORNER CLOSURE DETAIL SCALE: 3" . 1' -0" SCALE: 3" : 1' -0" 2" MIN. TENSION FASTENER (i 2(." 0.C. (SEE ANCHOR SCHEDULE) - SHEAR FASTENER (1) 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE PAGE 5) - 2 "x2 "x.125" ALUM. ANGLE CONT. C:) --' IT M10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET 18" 0.C. — 1" x 1" ..055" : 1" x 2" x .055": 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS 8 NUTS w/ LOCK WASHERS 0 24" O.C. EXISTING STRUCTURE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER O J 1 -1/4" 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1 /B" BELOW CONCRETE) 0 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) TYPICAL PLAN VIEW SCALE: 3" • 1 " -0" SEE FASTENER SCHEDULE - OPTIONAL DRILL 5/8"O HOLE FROM BOTTOM OF EXTRUSION O BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP) PLAN VIEW O REMOVABLE FLOOR TRACK DETAIL SCALE 3 "= 1'- 0" z 0 I0 SCALE : 3 ". 1'- 0" J \ { 6) OR (6a) O ITYP) 3/4" MIN. 1 -1/2" MAX. 0 b 4 - JOINT BETWEEN REMOVABLE AND FIXED SILL 1 z < < : 0. d 17 D - J ILJ V l I '6 W_ X .41 W VI N , / 0.60•' ALTERNATE O FLOOR MOUNT DETAIL TENSION FASTENER 0 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 6 -1/2" 1/4" MAX. EXISTING STRUCTURE 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16"0 POP RIVETS p 6" O.C. SHEAR FASTENER SEE ANCHOR SCHEDULE 1 00" - 1/4"0 RAWL CALK -IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (SEE SCHEDULE PAGE 6 FOR SPACING INFO.) SECTION 2" MIN ASSEMBLY OPTIONAL ACCESS HOLE - EXISTING STRUCTURE OPTIONAL 1/ "0 RAWL CALK -IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (IN LIEU OF ANGLE L FASTENER [, REAR). SEE SCHEDULE PAGE 6 FOR SPACING INFO V ? u Z CC W 3 Z Z 0 0 0 Q O O 7 r T N N 'O W J C r • 0 • > i m a • 0 V co v O Q Z y1 .- = O _ } Q O X a0 .6Z3.. U ° 'o • • : N ■•1W1> 3' W O Z W Z W U1 r 0 m J drawing no 96 -816 ah••f : of 6 Li z FL License No PE scale ' by AS NOTED OG 0 0 V.J. KNEZEVICH PROFESSIONAL ENGINEER i 1011 1,9 1996 ;dar• /1 -23 -96 itl•slgn by ch•c.•C by V JK V JK MIAMI HOME SHUTTERS, 1 (SEE SEC 1/2 SPAN ______ SCALE: r a 1' -0" r x 2" x 1/8" ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP) 2"x2 "x1 /8' ALUM. TUBE 6063 -T6 ALLOY ,';9'95 09:11 SCALE: 3" . 1' -0" N.T.S. SECTION TYPICAL ELEVATION 2" MIN. - TENSION FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE) OA ALT. CLOSURE DETAIL O. NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE VARIES - NO LIMIT DO CORNER CLOSURE DETAIL *10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET 0 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055"; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE O *10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET 0 24" 0.C. ITYP) TWO 1/4 "0 SMEAR FASTENER EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE 18" ABOVE OR BELOW CENTER (SEE NOTE 61 BOTTOM TRACK BO ALT. CLOSURE DETAIL EO ALT. CORNER CLOSURE DETAIL SCALE: 3" . 1' -0" SCALE: 3" : 1' -0" 2" MIN. TENSION FASTENER (i 2(." 0.C. (SEE ANCHOR SCHEDULE) - SHEAR FASTENER (1) 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE PAGE 5) - 2 "x2 "x.125" ALUM. ANGLE CONT. C:) --' IT M10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET 18" 0.C. — 1" x 1" ..055" : 1" x 2" x .055": 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS 8 NUTS w/ LOCK WASHERS 0 24" O.C. EXISTING STRUCTURE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER O J 1 -1/4" 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1 /B" BELOW CONCRETE) 0 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) TYPICAL PLAN VIEW SCALE: 3" • 1 " -0" SEE FASTENER SCHEDULE - OPTIONAL DRILL 5/8"O HOLE FROM BOTTOM OF EXTRUSION O BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP) PLAN VIEW O REMOVABLE FLOOR TRACK DETAIL SCALE 3 "= 1'- 0" z 0 I0 SCALE : 3 ". 1'- 0" J \ { 6) OR (6a) O ITYP) 3/4" MIN. 1 -1/2" MAX. 0 b 4 - JOINT BETWEEN REMOVABLE AND FIXED SILL 1 z < < : 0. d 17 D - J ILJ V l I '6 W_ X .41 W VI N , / 0.60•' ALTERNATE O FLOOR MOUNT DETAIL TENSION FASTENER 0 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 6 -1/2" 1/4" MAX. EXISTING STRUCTURE 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16"0 POP RIVETS p 6" O.C. SHEAR FASTENER SEE ANCHOR SCHEDULE 1 00" - 1/4"0 RAWL CALK -IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (SEE SCHEDULE PAGE 6 FOR SPACING INFO.) SECTION 2" MIN ASSEMBLY OPTIONAL ACCESS HOLE - EXISTING STRUCTURE OPTIONAL 1/ "0 RAWL CALK -IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (IN LIEU OF ANGLE L FASTENER [, REAR). SEE SCHEDULE PAGE 6 FOR SPACING INFO V ? u Z CC W 3 Z Z 0 0 0 Q O O 7 r T N N 'O W J C r • 0 • > i m a • 0 V co v O Q Z y1 .- = O _ } Q O X a0 .6Z3.. U ° 'o • • : N ■•1W1> 3' W O Z W Z W U1 r 0 m J drawing no 96 -816 ah••f : of 6 Li z FL License No PE scale ' by AS NOTED OG 0 0 V.J. KNEZEVICH PROFESSIONAL ENGINEER i 1011 1,9 1996 ;dar• /1 -23 -96 itl•slgn by ch•c.•C by V JK V JK MIAMI HOME SHUTTERS, J MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) GLASS OR DOOR 1 I• -m I 1 L - GLASS !' OP DOOR TILT- - EXISTING BOTTOM MOUNT DETAIL STRUCTURE MAY BE USED AT TOP. BUILD —OUT MOUNT SECTION 11,19/96 09:12 EMBED. SCALE : 3 "= 1- 0" - EXISTING ' STRUCTURE - TENSION FASTENER (TYP. TOP & BOTTOM). SEE • ANCHOR SCHEDULE FOR SPACING REQUIRED, BUT DO NOT EXCEED 6" SPACING 0 CONT.- • 1/2" CONT. - MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) 11 CONT. - NOTE: SCALE 3 ". 1'- 0" EXISTING STRUCTURE - TENSION FASTENER (TYP. TOP L BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N 1/2" EXISTING STRUCTURE 9 -3/16" MAX - ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP). 1/4" MAX. -TWO 1/4 -20 MACHINE BOLTS W/ NUT OR *14 TEK SCREW 12" 0.C. (TYP, TOP L BOTTOM) 1/4" MAX.. CONT. CONT - (11) CONT. 11/2" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5 GLASS OR DOOR 3/16". POP RIVET ••. OR *12 TEK SCREW (m 6" 0.C. (TYPI © ASSEMBLY 1" x 1" x 1 /8" ALUM. ANGLE W/ 3/16 ". POP RIVETS [A 6" O.C. EXISTING STRUCTURE — 1/4 -20 MACHINE BOLT W/ NUT lm 12" 0.C. )TYP, TOP L BOTTOM) - ROLLER ASSEMBLY 12 ' TYP. EVERY OTHER PIN 1/4" MAX. 1/4" MAX; SCALE 3". 1'- 0" GLASS OR DOOR p d . a EDGE DIST EDGE DIST -SHEAR FASTENER STAGGERED (SEE ANCHOR SCHEDULE) - EXISTING STRUCTURE — 3/ 6 ". POP RIVET C. 6" 0.C. (TYP) S HEAR FASTENER (SEE ANCHOR SCHEDULE) EXISTING !• STRUCTURE 1/4" MAX. Z Z: 4 in <' a W n; '" u oa ' D < J S ! fN <I zI a 11/4" MAX. OPTIONAL FASTENER IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/2" OFF CENTER WALL MOUNT SECTION O CEILING /INSIDE MOUNT SECTION -W000 FRAMING (TYP, TOP L BOTTOM) GLASS OR DOOR EXISTING STRUCTURE - 1/4 ". WOOD LAG SCREW IN TENSION (SEE ANCHOR SCHEDULE FOR SPACING. EMBED., OR ALT. TENSION FASTENER) TYP. TOP L BOTTOM MIN. SHUTTER ,S EPARATION FROM GLASS (SEE SCHEDULE PAGE 5) 1/4" MAX 1/4" MAX.' O WALL MOUNT SECTION L SCALE : 3 "= 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PG. 5) Z $ <y < a W a. a cc o B ti J < J w GLASS < X Z OR DOD X 2 =N < ' W it CONT. - FOR LARGER SPANS USE TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE Cl — TENSION FASTENER ISEE ANCHOR SCHEDULE) TYP. TOP L BOTTOM 1/4 -20 MACHINE 9OLT W/ NUT (A 12" O.C. (TYP. TOP L BOTTOM) 1/ 2" 3 -3/4" MAX ALT. ANGLE LEG DIRECTION ITYP)- OTOP L BOTTOM SCALE : 3". 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5 SCALE 3"= 1' 0" - tl CONT. - FOR LARGER SPANS USE TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) WOOD FRAMING \\ E DIST. j / I r 1/4" MAX. 1/4" MAX. WTOP L BOTTOM GLASS OR DOOR • EMBED! 4 171 1 w L7 4 CEILING /INSIDE MOUNT SECTION LO O I �V 1/4" MAX. 1/4" MAX. GLASS )SEE SCHEDULE PAGE 5) ° 11 e� / EMBED} ▪ n G 1 {f } a 4. 1 1/4". WOOD LAG SCREW IN SHEAR (SEE ANCHOR SCHEDULE FOR SPACING, EMBED.. OR ALT. SHEAR FASTENER) TYP. TOP L BOTTOM 3 -3/16" MAX 7 - EXISTING STRUCTURE BUILD —OUT MOUNT SECTION BUILD —OUT MOUNT SECTION SCALE . 3 = 1' -0" EXISTING STRUCTURE 2" x 2" x .050" ALUM. TUBE TYP. TOP L BOTTOM 'y q6__!I2.6.c3 1/4" MAX. 1/4 MAX. TENSION FASTENER (TYP TOP 8. BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING REQUIRED, BUT DO NOT EXCEED 8-1/2" SPACING U z z N L.f.i r — Uoo O Q W eti = 0 IL NJ L4J W z a 'Z W O Z'v 'Oat• -23 -96 drawing no 96 -816 •n•t 3 of 6 O a N > o • 61 4 ; C V.J. KNEZEVICH PROFESSIONAL,£NGINEER FL License No: PE p010963 y scale !Oravn by AS NOTED! 00 ' d•aign by '!cn•c6•0 by, VJK VJK ALUM. BEAM 8, SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 x 5" Tr = .125 8• -0" 8' - Tf = .125" 2 x 7" r = .072" 8' -0" 11' -2" Tf = .224 2" x 9" 5 -0" 15' -11" Tr = .072" 8' -0" 13'-7 - Tf = .224 10' -0" 12' -8" r r EXISTING STRUCTURE I G , THREE 5/16'0 CALK -IN D 3 -1/8" 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. GLASS OR DOOR GLASS OR DOOR I . m; S 4 - FREE 1/16 CALK -IN 0 3-1/8" J.C. 'Ni , MIN. EMBED. IN CONC. OF HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. EXISITNG STRUCTURE - ° EMB. 4 4 A AV 1 r ° MIN. SHUTTER SEPARATION FROM GLASS :ti EMB. ml ' (SEE SCHEDULE PAGE 5) (MAX DESIGN LOAD ± 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE : 3". 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) - ALT. LEG DIRECTION 3/16"0 POP RIVET OR *12 TEK SCREW OD 6" O.C. G 0s ASSEMBLY 2 "x3 x1/ -8" 6063 -T6 ALUM. ANGLE OR TWO -2" x 3" x 1/8" x 0' -8" 6063 -T6 ALUM. ANGLES - THREE -1/4 THRU BOLTS - Tr 1" MIN. AL. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION Z Tf MAX. HORIZONTAL SPANS) Tf -4/ - Tr ', 1" MIN. A - "x3 "x 1/4"x0' -6" 6063 -76 ALUM. ANGLE OR TWO -2" x 3" x 1/9" x 0' -8" 6063 -T6 ALUM. ANGLES THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX DESIGN LOAD ± 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE : 3". 1'- 0" *14 SMS (0 12" O.C. 1 1/4" MAX. . 0 W W Z a¢ <, •••• a W 1 N W •d Z� Z Z O F. • W O X < _ m j Q Z X J w p Q, <ZW NOTE 1. USE BEA SCHE ULE FOR DETAILS�AND 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, PG. 5 3/16 "0 POP RIVET OR *12 TEK SCREW 0 6" O.C. AL. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) *14 SMS LEED12 "0.C. STAGGERED MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) GLASS OR DOOR 3/16"0 POP RIVET OR 812 TEK SCREW (8f 6" O.C. © 8. O5 hz-f_ ASSEMBLY GLASS OR DOOR PLYWOOD AND STUCCO FINISH EXISITNG STRUCTURE 1" x 2" x .050" OR 1" x 3" ..050" AL. TUBE OR 2 x 6" P.T. WOOD BLOCKING — SCALE : 3 ". 1'- 0" SCALE : 3". 1'- 0" MIN. SHUTTER SEPARATION FROM GLASS 1 — 1/2"0 THRU BOLT Lm 12" O.C. - TENSION FASTENER EMBED., - CONT. 2" x STRUCTURE - x .080" - CONT. 2 x 3" x .080" ALUM. ANGLE ALUM. ANGLE (MAX DESIGN LOAD x 75 PSF) PASS THRU DETAIL ( IN CONCRETE ) (SEE SCHEDULE PAGE 5) O WALL MOUNT SECTION • mt MIN. SHUTTER SEPARATION FROM z GLASS (SEE SCHEDULE PAGE 5) a N• cc 1- = GLASS OR DOOR 3/16 "0 POP RIVET OR *12 TEK SCREW (m 6" O.C. X' X 4 3/16 "0 POP RIVET F OR *12 TEK SCREW (It 6 ADD CONT. P.T. 2" x 4" WHERE COUNTER TOP IS NOT WOOD FRAMED (SEE ANCHOR SCHEDULE) EXISITNG (SEE ANCHOR SCHEDULE) 1/4" MAX. -FOR WOOD BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO W000 BLOCKING 0 12 O.C. FOR AL. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 - 1!2" PENETRATION INTO CENTER OF STUDS LOCATED 0 24" O.C. MAX. & ONE 014 SMS QD MIDWAY BETWEEN STUDS. TWO 1/4 "0 S.S. LAG SCREW 0 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS S O ASSEMBLY ✓' ./ 1" —1/2"0 THRU BOLT (m 12 0.C. - TENSION FASTENER (MAX DESIGN LOAD ± 75 PSF) 3/16 "0 POP RIVET OR *12 TEK SCREW 6" D.C. X < 1 N - ADD CONT. P.T. 2 x 4 WHERE COUNTER TOP IS NOT WOOD FRAMED PASS THRU DETAIL ( IN WOOD ) SCALE . 3 ". 1' - 0" 977 �,) q(,�- 710 •C3 . 1 9 / 9 5 09:13 rm Y 3 a V.J. KNEZEVIGM ' PROFESSIONAL ENGINEER j icarrse N PE FL L 00.10983 Wt7 V 1: 9 1996 d.r. /7 -23 -96 , by AS NOTED 00 d•.19n by IICh.Ck.d by V JK VJK dr.r.n0 no. 96 -816 sn••r 4 or 6 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDTIONS EXCEPT OK (FT - IN) TYPE 8 DETAIL SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE 0 DETAIL 9 -3/16" MAX. B.O. (FT - IN) 30.0 13 -1 12 - 13 -1 12- 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 - 10 - 52.0 12 -1 9 -4 9 -7 9- 7 56.0 11 -11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8-6 8-6 8 -8 66.8 10 -11 8-3 8-3 8 -5 67.5 10 -9 8 -3 8-3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6-1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4 - 1 4 - 3 150.0 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 - 3 3 -4 3 -4 3 -6 180.0 4 - 0 3 -2 3 -2 3- 4 190.0 3 -10 3 -0 3 -0 3 -1 200.0 3 -7 2 -10 2 -10 3 -0 210.0 3- 5 2- 8 2- 8 2- 10 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1-1/2 '7 - 0 2 -7/8 1 -5/8 8 - 0 I 2 -7/8 1 -5/8 11 - 0 j 3 2 -1/8 13 - 1 1 3 -3/4 2 -3/4 L.0. 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 j 2 -7/8 1 -5/8 11 - 0 j 3 2 -1/4 12 - 11 I 3 -3/4 3 50.0 5 - 0 j 2 -7/8 1-1/2 7- 0 j 2 -7/8 1 -5/8 8- 0 j 2 -7/8 1 -3/4 11 - 0 j 3 2 -1/2 12 - 2 I 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7- 0 j 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 j 3 1 -3/4 11 -8 1 3 -3/4 5 70.0 5- 0 I 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 I 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 5 9 T A 8 L E 1 170 165 - 160 - 155 - 150 145 - 140 135 130 - 125 - 120 115 - 110 105 - 100 95 - 90 ACCORDION SHUTTER SPAN VS. DESIGN LOAD DIAGRAM 30 - TYPE A - TYPE C TYPE B 0. • TYPE C - TYPE D 1 1 1 ) I 1 I I 40 50 60 70 DESIGN LOAD- NEGATIVE (PSF) 80 NOTES 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN L OAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SEPARATION FROM GLASS SCHEDULE PAGE 5 EMBED. SCALE • 3 ". 1'- 0" ()FLOOR MOUNT SECTION 1/4" MAX. 17 T A B L E 2 I EXISTING a.) STRUCTURE • SHEAR FASTENER SEE ANCHOR SCHEDULE ?rEtRY___Z _ ro Y O O u ES _ 01 Y rn W d 0. m •I- 7 o J,‘ a Oi - Y. p , ... X ' Z W t` 10 Q -J ' of X a • c N ° o a f a ,�p _ iod ._ ^ W ca • G5 2 J = U - O - O - N - - > U ' W - .o z - . ° Y } m r- . T N ..b W J a N P C > W en Os .0 w.I E .n m en CO o_mi w' azv,m 1 a ••,,,, . = J 0 .... _ m v' 1.1.1 } O L = o x 1 0- 2 < 0 oS a.. U _ • . 0 • L 0 - N i � V.J. KNEZEV PROFESSIONACENGINEER FL Licen> eNo: PE 0010,983 /, �J• - scale h brawn oy . AS NOTED II 00 O•s.gn by 'Icnac0a0 oy� VJK VJK drawing no 96 -816 sneer 5 of 6 11 09:15 ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES O.C.) FOR VARIOUS DESIGN LOADS O O O ANCHOR TYPE 1/4 ITW TAPCON W/ 1 -1/2 MIN. EMBEDMENT 111/111111 1/4 7 0 RAWL CALX -IN W/ 7 /B MIN. EMBEDMENT L 1/4 -20 BOLT (SEE NOTE 4) 1/4"0 RAWL DRIVE PIN W/ 3/4" EMBEDMENT 1/4 FEMALE "PANELMATE" W/ 1 -5/8 MIN EMBEDMENT 8. 1/4 -20 MACHINE SCREW '1111G 11111\111.1_Lll (SEE NOTE 4) 1/4 ITW TAPCON W/ 1 -1/2" MIN. EMBEDMENT 1/4 RAWL CALK -IN W/ 7/B MIN. EMBEDMENT L 1/4 -20 BOLT (SEE NOTE 4) 1/4 "0 RAWL DRIVE PIN W/ 3/4 EMBEDMENT 1/4 FEMALE "PANELMATE" W/ 1 -5/8 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW (SEE NOTE 4) 1/4"0 LAO SCREW W/ 1 -7/8 MIN. EMBEDMENT W/ 3/4 MIN. EDGE DISTANCE 1ll1lltu1u1ll11111mm> NEG. LOAD (W) P.S.F. MAX 12 12 12 12 12 10 12 12 12 12 I 12 12 12 12 12 12 10 8 12 12 12 12 I 11 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 2" EDGE DISTANCE 3" EDGE DISTANCE 5' -0 MAX. 8' -0" MAX. SPAN FT. SPAN FT 13' -1" MAX. 5' -0 MAX. 8' -0 MAX. 13' -1 MAX. TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR 1TENSIONI SHEAR 12 12 12 12 12 8 12 12 12 12 12 I 12 12 12 12 11 8 7 12 12 12 12 9 10 12 12 11 9 6 5 12 12 12 12 7 8 7 6 4 4 3 N.A. 8 3 12 12 12 10 12 6 12 12 12 12 12 1 12 12 11 12 7 9 4 12 12 12 12 11 I 9 12 12 12 9 5 12 12 12 12 12 I 11 12 8 8 5 5 3 12 12 9 7 5 4 10 5 6 3 4 N.A. 12 10 8 6 5 3 10 6 4 2.5 9 7 6 4 l 3 7 4 4 2.5 2.5 N.A. 7 5 4 3 N.A. 9 5 3 N.A. 10 8 6 5 3 3 3 N.A. N.A. N.A. N.A. N.A. 3 2.5 N.A. N.A. N.A. N.A. 12 12 12 12 7 7 12 12 12 12 7 10 12 12 9 9 6 5 12 12 10 12 12 12 8 8 5 5 12 12 8 11 6 5 7 6 10 10 6 6 4 4 10 12 6 5 12 12 7 12 12 12 12 8 10 N.A. N.A. N.A. 12 12 9 9 5 5 12 12 10 12 6 12 9 1. 12 12 11 9 4 12 11 9 7 3 12 12 12 10 4 12 12 12 12 12 4 N.A. N.A. N.A. N.A. 4 6 3 3 N.A. N.A. 12 7 7 L 4 12 12 8 11 S 6 9 6 6 3 3 11 12 6 8 4 5 12 11 10 6 6 12 12 12 12 6 12 12 8 8 5 4 12 12 10 12 6 9 11 7 7 4 4 12 12 9 12 5 8 8 5 S 3 3 11 12 7 10 4 6 3 N.A. N.A. N.A. N.A. 5 7 3 4 N.A. N.A. 9 9 5 5 3 12 12 10 8 6 5 6 6 3 3 N.A. 10 8 6 5 4 3 12 8 8 5 5 12 12 8 11 5 6 7 7 4 4 2.5 12 10 7 6 4 3 4 4 3 2.5 N.A. 8 6 5 4 3 2.5 10 6 6 4 4 10 12 6 8 4 5 4 N.A. N.A. N.A. N.A. 4 6 3 3 N.A. N.A N.A. N.A. N.A. N.A. N.A. 3 3 N.A. N.A. N.A. N.A. 12 12 12 7 7 12 12 12 12 7 10 12 9 9 6 5 12 12 10 12 6 12 12 10 12 6 12 12 12 10 12 12 12 12 12 8 12 12 12 12 12 8 12 12 8 12 5 12 12 12 8 12 6 5 11 12 6 10 12 11 12 6 10 5 8 3 5 N.A. 12 5 8 3 5 4 N.A 11:19/96 09:16 ANCHOR NOTES, 1. MDBMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT IS FOR PRESENTATION ONLY. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 4 MACHINE SCREWS SMALL NAVE A MINIMUM OF 7/2 ENGAGEMENT OF THREADS IN SASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS MEAD. OR WAFER MEAD (SIDEWALK BOLT), U.O.N. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEOUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE FRAMING. 6 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF 2• WOOD STUD. 3/4 EDGE DISTANCE 15 ACCEPTABLE FOR W000 FRAMING. 7. FOR BUILD -OUT MOUNT SECTION®ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" 0.C. 8. FOR BUILD -OUT MOUNT SECTION ANCHOR SPACING SHALL NOT EXCEED 6 0.C. N.A.. DO NOT USE ANCHOR. TENSION . WALL MOUNT OR PULLOUT APPLICATIONS SHEAR . FLOOR AND CEILING MOUNT APPLICATIONS. A??70ED AS 7i1.1»"3 'PIM NNE 2 199:2 U z — u ■ NN W � r• Q u U - ° 0 0 a Q W c 77 W N o LaJ " z date 0 m cr I� D . &) w _ Z (n W LU U1 O Z 1- Q m o 0 D L _ ❑ = U1-Jsp O IWI . IN c 1 W 3 0 la �.V Q O . .'o (A • as i .01 1 c C ' IN V.J. KNEZEVICH PROF ESSIONAL7ENGINEER FL License No PE AO 0983 V . 9 1996 7 -23 -96 SCSI. :, drawn by 1 AS NOTED 11 00 Resign by 1 1 CMcI .d by VAC .I VJK dr•ving no. 96 -816 .n••t 6 0( 6