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1490 NE 101 St (8)Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE r. t J o b Address /97e2 ? b / t k to / 5 t Tax Folio / ( —3 —CD . —O O Legal Description ((3 .5k ' � ti �,(� ` t storically Designated: j Owner/Lessee / Tenant ESC 5a, ` r Sf j (J b Master Permit # v{ 7 Owner's Address / A) - /d Contracting Co. V/ e- Qualifier File/ //%! /j1 S /e/se. SS# , Phone , 9,..67/- 97SL '331j6 State # r/ p Municipal # Competency # ga-&•6 4437JIns. Co. Architec ngin� ,6762E///rj a-UP& Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 44 445- OidQn /g.5 Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and oning. Furthermore, I authorize the above -named contractor to do the work stated. . a ature of o er or Condo President Date Notary to Owner and/or Condo President Date My Co ission Expires: Marcia G. Lawrence MY COMMISSION # CC656606 EXPIRES ��►� June 17, 2001 , .. °•`. BONDED THRU TROY FAIN INSURANCE, INC. FEES: PERMIT RADON APPROVED: Zoning Mechanical Building Plumbing 7 Estimated Cost (value) Signature Notary My Co C.C.F. NOTARY Yes No /id Phone Address .0,,6/ 1ee / =T 4tu F/ 53307 to Contractor or Owner - Builder ission Expires: + '� P •; Marcia G. Lawrence MY COMMISSION # CC s5ssos Jun 1 2001 EXPIRES BONDED THRU TROY F AIN INSURANCE. INC. Electrical TOTAL DUE Date Date Engineering r r July 25, 1997 ALL BROW Our Rep • BUILDING OFFICIAL . Dear Sir• He are the Dade County. Notice'. of : Acceptance holder for HURRICANE PANELS :under number. 9'6- 112602 & >'95 ,0607 -,03 This letter authorizes ALL BROWARD. HURRICANE PANEL, INC. to be used at the : : : . following fob; 1490 NE 101 St :, Miami Shores, FL 33138.; Sincerely, ALL BROWARD HURRICANE PANEL, INC By: LeRoy Peterson President RICANE ength ❑ 450 WEST McNAB:,ROAD, FORT. LAUDERDALE, FL 33309- 2113 • (954) 974 -3300 SALES OFFICES ❑ 3972 ;LAKE •WORTH ROAD, LAKE WORTH, FL 33461 • (561) 968 -3360 ❑ 12252 S.W. 128TH STREET MIAMI, FL 33186 • (305) 252 -1500 ❑ 9225 ULMERTON ROAD, SUITE T, LARGO, FL 34641 • (813) 585 -0021 Established 1954 STATE OF FLORIDA, COUNTY OF DADE , 1 NE2EBV CERTIFY thof this is o . trY v eopy o the eni4iaolfiled in this office on a 02 ,A 0. 19 g7.f'jvES,$ s7. b and Official Seal. �.Ea�/p �i 1 Circuit ondCoanf7Cofinttf lt�t�tt, NOTICF OF COMMENCEMENT A WORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF. FIRST INSPECTION q , PERMIT NO. TAX FOLIO NO. �6 ✓ 3 2)5 — o - _CD°2b STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal de crip 'on of property d street address: / ' ' 0 ' / 3 I /I3 ' , � ' RJ / ? 1 tr(K l' — %' ,J-tr /0 2. Description of improvement: Sh &' 1"} 3. Owner(s) name and address: / L / 90 siJ€ - o S t 4. Contractor's name and address: ZISZO G. r?c Avc3 Section 713.13(1)(b), Florida Statutes. Name and address: nature of Owner Print Owners Name Notary Public Y v 'pint Notary's Name iU 14- 7.ommission Expires: e6ddol 5* cS r u . Mtkvvv1 t4- 0 RE�S Interest in property: CG(wl if ).. Name and address of fee simple titleholder: (j 00 e- 5. Surety:(Paymentbond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: li1RLEI t-k- A V i' Sworn to and subscribed before me this ? day of V J N — ,19 ° t Marcia 0. Lawrence Daa�l�&IDrtNs gsfi ,Mn,17, POOP P,r t , piI1,TF1f)d JP MISURANCE, INC. 97R326549 1997 JUL 22 10:31 c II Co ek 333 j 7. Persons within the State of Florida designated y Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following to receive a copy of the Lienor's Notice as provided in i)\K 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) coR Prep ed by: '9T , Z� ,b2-7 ( � ' 1 �cec)ccC5 KvC( AdOtess: /$v c /14(0/0-10 1 Luc IS `? 33d 5 . 129.01.62 V93 ■ >C • BROIUD'HumC Ng P4N6L CQ 450 West McNab Road Fort Lauderdale, Florida 33309 -1113 (305) 974 -3300 PLOT PLAN for; Address: u I cl:C- ,W CJ b N 0 sf 0 / - 32Gs- c , - -oog0 Legal: (P■ — .W S 0 e / 3 L ta. 6 , cr 8t `e_/ �' o l3 3 H.O.C.-$2500+ (r'oa/No) L 'e/ Assoc. Approval laquired (laa/No) 7 1 . 1[) N ,4 /6X17 /6x$ Z / /Ir 9s 1 1 /47x5 rrrER TYPE: gN tF6 fee ©�� y d1VS H £ 8 xo?/ a / /L 63 D. _ &dialed J914 ES`.)/ 1 1 _L X � r- X syxy9 _ _ h •■ OF OPENINGS ABOVE GRADE: All less than 3 0 / MEAN ROOF HEIGHT: • C ?DING WIDTH x DEPTH: / 6)° x T PREPARED BY: f � � � O /7 2. , + r PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 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 -817, 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 Soiith 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 manufacturdr. Acceptance No.:96- 1126.02 (this cover page is replacing the previously issued cover 'Raul Ro iguez page) Product Control Supervisor Expires:01/27 /00 Approved:01 /27/97 -1- 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 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 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. 4 .. • - s o anger, Director Building Code Compliance Dep Metropolitan Dade County c1 3.3 All Broward Hurricane Panel, Inc. ACCEPTANCE NO.: 9_6_1 12(02_ APPROVED : JAN 2 .7 1997 EXPIRES : JAN 2 7 2000 NOTICE OF ACCEPTANCE: - SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 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 - 817, 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 #10 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 #10 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 BladQjieight or Span for Type A and C Installations: 13'- 1 ""(1F57 ") 3.2 • Maximum allowable_BladeBeight or Span for Type Bernd D Installations: 12'-4" (148 ") and 12' -7" (151") respectively 1.1 . I 1 " 1 1 • • 1 1 I s 1 • 111 1 1 1 . • 11 1 1' .1• - • v., w W 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 -817. Man .' ' erez, P.E. - PI . aminer II Product Control Division All 13roward Hurricane Panel, Inc. ACCEPTANCE NO.: 96 -1 126.02 APPROVED : JAN 2 7 1997 EXPIRES : JAN 2 7 200 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 -817. 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 -817, 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 louverblade(Pait 8) has a pin at the top and the bottom as described in Section 3. ofthis. 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. 96-817, Sheet No 3 of 6, bearing the Dade County. Product Control approval. stamp. • 4.1.2 • Ceiling and Floor /Counter Top Mounts: .. •. -.•,•,.••• . .:.:;_ (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs 7 froin~a:set of (A )( � rY � ).g 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 -817, bearing the Dade County Product Control approval stamp. - 2a- Manuel erez, P.E. - Plan : iner II Product Control Division All Browvard Hurricane Panel, Inc. 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 -817, 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 Hof 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 7 "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 -817, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. - 2b- ACCEPTANCE NO.: 96-1126.02 JAN2 7 1991 APPROVED EXPIRES : JAN 2 7 2001 Manuel rez, P.E. - Plans E Product Control Division iner II All 13roward Hurricane Panel, Inc. ACCEPTANCE NO.: 96-1126 02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS - 2c- Manuel' z, P.E. - Plans E finer II Product Control Division JAI( 2 7.19..97 :JA 2 7 2000 (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 #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 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 -817, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Pass Thru Window Mounts: Mounting condition limited to Maximum Storm Panel Span of 9' -8" (116 ") and a Maximum Design Pressure Rating . (±) 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 apin 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 -817, 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 -817, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp All Broward Hurricane Panel, Inc. 5. IDENTIFICATION NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.5 Storm Panel Support Beam: Limited to a Maximum Design Pressure Rating of ( ±) 72 PSF (A) (CONCRETE /MASONRY): The shutter and it's header and sill tracks are secure( to a continuous Aluminum Tube beam as listed in the "Alum. Beam & Shutter Schedule ", sheet 4 of 6 with #14 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 "Flo( Mount Section ", Section S, Sheet 5 of 6, Drawing No. 96 -817, bearing the Dade County Product 'Control approval stamp. (B) (WOOD): NOT APPLICABLE 4.1.6 Any 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 -817, 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 use, must be protected against corrosion, contamination and damage at all time. 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 -817, Sheets 1 thru 6 of 6, bearing the approv 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- ACCEPTANCE NO.: 96 APPROVED - : JAN 2 7 19 EXPIRES JAN 2 7 21 Manuel ' - ez, P.E. - Plans E finer 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 =6933 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 -817 All I3roward Hurricane Panel, Inc. RESULTS: ACCEPTANCE NO.: 96- 1126.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: - SPECIFIC - CONDITIONS 7. TESTS PERFORMED : TESTS: :JAN 2 7 1997 :JAN 2 7 2000 - 7P- Manue • - z, P.E. - Plans E Product Control Division finer II All ]3roward Hurricane Panel, Inc. ACCEPTANCE NO.: 96- 1126,02 APPROVED : JAN 2 7 199 EXPIRES : JAN 2 7 200 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 (15T 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 -817, "All Broward Hurricane Panel, Inc. ", Sheets l 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 certifyin . this product to meet the criteria of product tested and approved and allowing All Broward Hurricane Panel, Inc., to use test results approved under Dade County approval #96- 0114, signed by Mr. Frank Cornelius. 8.3.4 Acknowledgement letter by All Broward Hurricane Panel, Inc., dated 11/18/96, signed by Mr. Alfred W. Roettger. 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- Manuel _ ez, P.E. - Plans Ex j . ner II Product Control Division All Broward Hurricane Panel, Inc. ACCEPTANCE NO.: 96 APPROVED :JAN 2 7 1 EXPIRES : JAN 2 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 produ is not in compliance with the code changes; b) The product is no logger 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 cau 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. 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 on 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, Cha Florida Building Code. Manu. 'erez, P.E. - Plans 6 0 Product Control Division END OF THIS ACCEPTANCE -3- ter 36 of the Sout finer 11 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 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 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: "Standard" Aluminum Accordion Type Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Altemate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 95 -207, 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. Acceptance No.:95- 0607.03 Expires:01 /11/99 Rau Ro a ' iguez 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. Approved:01 /11/96 Director Building Code Compliance Dept. Metropolitan Dade County All Broward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.03 APPROVED : JAN 1 1 1996 EXPIRES : JAH 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 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 4.7" center to center, 5.243" wide total x .058" thick, constructed as indicated on approved drawing No. 95 -207, Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components, which shall be constructed as indicated on the same drawing. 2.2 Blade pins shall have #14 x 3" SMS Hex Head Screws made of #410 stainless steel w /fluorocarbon coating. Use 3" screw if bushing is used on outside. 2.3 Tested specimens: Dimensions: (Blade Length) Ceiling/Inside Mount = 129 "; Wall & Builtout Mount = 134" 3. LIMITATIONS 3.1 Maximum blade height or span: In accordance to "Maximum Allowable Span Schedule" on Sheet 5 of 6 of Drawing No. 95 -207; Not to exceed (1 l' -2 ") 134 ". 3.2 Minimum separation between glass to be protected and shutter: 3.2.1 3.2.2 Blade Height or Span Up to 8' -0" Over 8' -0" and up to 1 1'-2" Installations up to 30' -0" above grade 2" From 2 " to 3" (See Table on Sheet 5 of 6) Installations above 30' -0" above grade See "Minimum Separation from Glass (inches)" Table on Sheet 5 of 6, Dwg. No. 95 -207. 3.3 Special requirement: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 Locking rods shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position in the normal open shutter configuration as well as in the closed shutter configuration required during hurricane warning. 3.3.3 A. Key Lock (placed facing outside or inside) is required to be installed at midspan for each shutter application and must be activated during hurricane warning. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mount: Every other blade hangs from a set of double nylon rollers mounted on an aluminum roller housing that glides on the track of the Header -Wall Mounted (Part 2), every blade has a pin at the top and bottom consisting of a #14 x 3" (ins '•e pins) and a # " (outside pins) lit .... Man el Perez, P.E., P1. !3. Examiner II Product Control Division ' AII'B'rbward Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.03 - 2a - APPROVED : JAN 1 1 1996 EXPIRES ; JAN 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS stainless steel screw and a 5/8" diam. x 3/4" long nylon bushing that slides inside the Header which is anchored directly to the wall; the sill section glides in the sill -wall mounted (Part 4), as shown in Sections A or D "Wall Mount Section" on Drawing No. 95 -207, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling & Inside Mount: In this mounting arrangement, the Header -Clg. Mounted (Part 1) is anchored directly to the underside of a poured concrete lentil; and the sill assembly, consisting of the Adj. Sill -Bot. (Part 6) and Adj. Sill -Top (Part 7) riveted together, is anchored to a poured concrete slab or bulkhead as shown in the "Ceiling/Inside Mount Section" on Dwg. No. 95 -207, Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Build Out Mount Condition: In this mounting arrangement, the Header -Clg. Mounted (Part 1) is fastened, using 1/4 " -20 x 1" machine bolt w /wingnut at 6" o.c., to the long leg of a 2" x 5" x 1/8" aluminum angle (Part 14) that is anchored to the wall and provides the build out; the sill section consists of the same arrangement turned upside down, as shown in Sections C or K "Build Out Mount Section" on Drawing No. 95 -207, Sheet 3 and 4 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Any 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. 94 -207, Sheets 1 thru 6 of 6. Substitution of anchor type, embedment, edge distance or indicated spacing is unacceptable and are to be engineered separately. 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. 4.3 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. 95 -207, 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 re uirement of the opening in which it is to be installed. ,p Q.Gf.GI.P.f'� --• Man el Perez, P.E. Plar> xaminer II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CENTER MATE SATISFACTORY CTC -95 -012 Max. 1 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +117.0 PSF CTC -95 -012 +90.0 PSF CTC -95 -012 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -152.0 PSF CTC -95 -012 -117.0 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (129" SPAN) +166.4 PSF CTC -95 -012 +110.9 PSF CTC -95 -012 @ De s 1.03" UNIFORM STATION AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (129" SPAN) -228.0 PSF CTC -95 -012 -152.0 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (129" SPAN) -223.6 PSF CTC -95 -012 -149.1 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (129" SPAN) -228.0 PSF . CTC -95 -012 -152.0 PSF CTC -95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (93" SPAN) +156.0 PSF CTC -95 -012 +104.0 PSF CTC -95 -012 @ Design 0.438" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (93" SPAN) - 312.0•PSF CTC -95 -012 -208.0 PSF CTC- 95 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (69" SPAN) -405.0 PSF CTC -95 -012 -270.0 PSF CTC -95 -012 DESIGN PRESSURE RATING For Design Load vs. Slat Span , See "Maximum Allowable Span Schedule" on Dwg. No. 95 -207, Sheet 5 of 6. All Broward'Hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.03 7. TESTS PERFORMED TESTS: -2b- RESUL APPROVED : JAN 1 1 1996 EXPIRES : JAN 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Man 6 - rez, P.E. Plans Product Control Division xaminer II All'Bti-ow1rd hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.03 - 2c - APPROVED : JAN 1 1 1996 EXPIRES : JAN 1 1 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on (1) Uniform Static Air Pressure Test Loading, per PA 202 -94 (2) Large Missile Impact Test, per PA 201 -94, and (3) Cyclic Loading Wind Pressure Test per PA 203 -94 of an aluminum accordion shutter, prepared by Construction Testing Laboratory, Inc., Report No. CTC -95 -012, dated 5/15/95, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 95 -207, "Standard Accordion Shutter" Sheets 1 thru 6 of 6, prepared by Knezevich & Associates, Inc., dated 05/05/95, revised on 10/16/95, signed and sealed by V.J. Knezevich, P.E. 8.2.2 Die Drawing No. 838735 Blade prepared by Easco Aluminum dated 11/14/93. 8.3 Material Certification: 8.3.1 Mill Certified Test Reports issued by Benada Aluminum dated 01/26/95 with chemical composition and mechanical properties of the Blade, Part No. (Die No. 3626) using aluminum alloy 6063 -T5. 8.3.2 Tensile Test Report No. 70 -02 -94 -220, prepared by ATEC Associates, Inc., dated 08/29/94, for specimen S 1032, signed and sealed by Peter G. Read, P.E. 8.3.3 Tensile Test Report No. 5DM -916, prepared by QC Metallurgical Inc., dated April 28, 1995 for 3 samples CTC 95 -012, CTC 95 -014, CTC 95 -015, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations dated 6/19/95, revised on 10/25/95, pages 1 to 22 of 22 prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. Man Perez, P.E. Plans Product Control Division aminer II AII_Broward hurricane Panel Co. ACCEPTANCE NO.: 95- 0607.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS : JAN 1 1 1996 :JAN 1 1 1999 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 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(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, Chapt r-36.of the South Florida Building Code. END OF THIS ACCEPTANCE - 3 - M. ' erez, P.E. Plans Product Control Division aminer 11 • r .040 "R utf 4 .313 4.282 SCALE: HALF SIZE 2.812 1. 14 LOCKING ARM I t1 ..055 I (2..076 O HEADER -CLG. MOUNTED SCALE: HALF SIZE O g TYP. SLAT- ga ADAPTER SLAT SCALE: HALF SIZE 312 214 el .322 , .214 0 -.322 SCALE: HALF SIZE 1/4" THICK STAINLESS STEEL. *10 x 2' SMS. MANUFACTURED FROM *410 OR 18-8 STAINLESS STEEL W/ FLUOROCARBON COATING L .460 x .050" THICK STAINLESS STEEL WASHER 3/8 "0 x 0.90' LONG NYLON BUSHING W/ *10 x 3' SMS. MANUFACTURED FROM *410 STAINLESS STEEL W/ FLUOROCARBON COATING L .460 x .050 THICK STAINLESS STEEL WASHER SCREW AND /OR, BUSHING ASSEMESLY SCALE: HALF SIZE • 068 2.420 .966 . .875 t1 •.055 t2 ..076 t3 • .097 - 071 r an 1 I1 I 0 CENTER MATE SCALE: HALF SIZE 2.373" /-7-r .472" I.D. 158 f.440t //-1- 612" O.O. N J 151' ' 1 1.350" ; 4500' • 16 LOCKING CLIP SCALE: HALF SIZE tM 60 t1 ..055 t2 ..076 WALKOVER SILL FLOOR MOUNTED SCALE: HALF SIZE SCALE: HALF SIZE 11•.055 f2 ..076 t3 .097 ALT. HEADER -WALL MOUNTED O SILL -WALL MOUNTED SCALE: HALF SIZE • 2.984 2.795 SCALE: HALF SIZE rs .0 .095J I j_ 1.659 2.101 } 1.685 1 4.65„ .600 .620, i I 500 I 384 • .165 I.O. - I • .285 O.D. .060J 0 e • 1.039 N .122 < • • 60 Or-41 1 060 :.345 10 CENTER MATE 2 $-{ -184 .711 ADJ. SILL -TOP SCALE: HALF SIZE 1 • m1 01 oni ei NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIO= BUILDING CODE. 1951_ EDITION. 2. POSITIVE AN!) NL :.T:, E f'ESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOP SPE::IFIC JOBS tN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR L.UILDING : AND OTHER STRUCTURES - . TABLES SHALL BE REFERENCED /.; 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: BHPCO • FT. LAUDERDALE. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -74 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy I: 33 KSL POP RIVETS SHALL BE 3116 - 0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERTICALLY). 7. THE DETAILS AND SPECIFICATIONS 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. B. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTCI TEST REPORT No. 96-024 AND 96 -037. 9. TOP DETAILS MAY ALSO BC USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON •STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. 0. • 0t .125' 2.000' 1533 .055 - (TYPI : ADJ. SILL -BOT. SCALE: HALF SIZE 11 ANGLE SCALE: HALF SIZE- 0 .222,:-...%4 rl • j m• m SCALE: HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDIK6 CODE DAT' t9‘r Et PRCDUCT(.C.-HTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE I0 0 .o N 1 1.250 90° END SLAT .DSO .025 CTY►ti .050 .025 1TYn. 1 1.250 O 90° END SLAT SCALE: HALF SIZE 1.250 985 -- 4 � ,LO .050 -I FLAT END SLAT SCALE: HALF SIZE STAINLESS STEEL / ASSEMBLY - .4600 HOLE O n{ .058 - 1100 i .251 12 ROLLER ASSEMBLY SCALE: HALF SIZE .956 .517 1 ! mI :050 ; 1.400 1 .097 13 , INSERT O , SCALE: HALF SIZE NYLON WHEEL 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 00 NOT INCLUDE STUCCO OR OTHER FINISHF S. U Z o z N N Ls1 Q U° O a N Q o: W = e > J LLI(1 osig LLQ o 2 0. 0 0 Q C7 0 v 0 • • C1 -ZNI 1 > • II V J. IC PROF FL PE design by l Yet e Nos 983 sheaf let 6 1CH 1996 7 -23 -96 fora rn br on e vle dra.g 00. 1 M 96 -817 . )1 a u l - a f I I — 11 /1 G /Of. 1 3. SR DA ALT. CLOSURE DETAIL SCALE: r • t _0" 1 "x2' ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16'0 ALUM. POP RIVETS (TYP1 2 x2"x1 /B ALUM. TUBE 6063 46 ALLOY J ScALe, r • 1 EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. 2" MIN. r TENSION FASTENER p 24 O.C. (SEE ANCHOR SCHEDULE) O CORNER CLOSURE, *10 x 1/2" GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET p 16' O.C. rxr•.055-:rx2' 2 ;2 "x.055` OR 2 x 5 x .12r AL. ANGLE *10 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET p 24- O.C. (TYP) TWO V4 -0 SHEAR FASTENER EACH ANGLE (SEE ANCHOR SCHEDULE FOR AMT ACCEPTABLE ANCHOR! TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE p 18" ABOVE OR BELOW CENTER (SEE NOTE 6) BOTTOM TRACK 2' MIN. f— f r- TENSION FASTENER (rD 24. O.C. (SEE I/ ANCHOR SCHEDULE) 0 'J ALT. CLOSURE DETAIL SCALE= r . r -0- SCALE: 3' . r -0 f at•s11•■•• INSIDE CLOSURE KNOB (OP TIONAL) j I ► ANN : (TYP) 6 -1/2 2-x2 - x .125' ALUM. ANGLE CONT. r SHEAR FASTENER 0 24" O.C. A NCHOR SCHEDULE FOR ANY A CCEPTABLE ANCHOR). (TYP) *10 x 1/2 GALVANIZED SMS OR 3/16 ALUM. POP RIVET 18" 0.C. rxrx.OS5' ;1 "x2"x.05!•"; 2 "x3"x.055" ;2'x4 - x OR 2 'x 5"x.125 "AL.ANGLE 1 /4.2C TRUSS HEAD BOLTS i NUTS W/ LOCK WASHERS 24" O.C. EXISTING STRUCTURE EO ALT. CORNER CLOSURE DETAIL 0.062` THICK RECESSEC SILL 3105 -H32 OR 6063 - T6 ALUM. ALLOY WC" BELOW CONCRETE) 1 -1/4" O LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDUL PAGE 51 EXISTING GLASS MIN. SK'T?CR SEPARATION FROM \ GLASS. (SEE SCHEDULE PAGE SI TYPICAL PLAN VIEW SCALE: 3" • T -0" SEE FASTENER SCHEDULE - OPTIONAL DRILL S /61 HOLE FR BOTTOM OF EXTRUSION 4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP) PLAN VIEW SCALE : 3"x 0 v 3/4' MIN. 1 -1/2" MAX. • SCALE : 3 ". L JOINT BETWEEN REMOVABLE AND FIXED SILL ° In • 3° 0a X 0 I r — ti 1/4 MAX. 1, 0.60" ALTERNATE O FLOOR MOUNT DETAIL TENSION FASTENER 0 24- O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING STRUCTURE rxrx /8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS lm 6` O.C. SMEAR FASTENER SEE ANCHOR SCHEDULE 1/4 - 0 RAWL CALK -IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (SEE SCHEDULE PAGE 6 FOR SPACING NFOJ SECTION 2" MN. O REMOVABLE FLOOR TRACK DETAIL O6 OR ba ®2"0s ASSEMBLY /--- OPTIONAL ACCESS HOLE EXISTING / STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE : L ora.19 O2 BY PRWDUC r'uTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9L-j_062_)2 OPTIONAL 1/4 - 0 RAWL CALK -N W/ 1/4 - 20 TRUSS HEAD MACHINE SCREW (IN LEU OF ANGLE L FASTENER 0 REAR). SEE SCHEDULE PAGE 6 FOR SPACING INFO. scale As NOTED] ( ..a g. by 1 vJK I - , aha.1 2 01 6 tOr..n by 00 101, Ck.A eye VJK e ra•11ng no. 96-817 SECTION L TIONS) • L, 1/2 SPAN 1 11 /1 G /Of. 1 3. SR DA ALT. CLOSURE DETAIL SCALE: r • t _0" 1 "x2' ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16'0 ALUM. POP RIVETS (TYP1 2 x2"x1 /B ALUM. TUBE 6063 46 ALLOY J ScALe, r • 1 EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. 2" MIN. r TENSION FASTENER p 24 O.C. (SEE ANCHOR SCHEDULE) O CORNER CLOSURE, *10 x 1/2" GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET p 16' O.C. rxr•.055-:rx2' 2 ;2 "x.055` OR 2 x 5 x .12r AL. ANGLE *10 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET p 24- O.C. (TYP) TWO V4 -0 SHEAR FASTENER EACH ANGLE (SEE ANCHOR SCHEDULE FOR AMT ACCEPTABLE ANCHOR! TOP TRACK PLAN VIEW ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE p 18" ABOVE OR BELOW CENTER (SEE NOTE 6) BOTTOM TRACK 2' MIN. f— f r- TENSION FASTENER (rD 24. O.C. (SEE I/ ANCHOR SCHEDULE) 0 'J ALT. CLOSURE DETAIL SCALE= r . r -0- SCALE: 3' . r -0 f at•s11•■•• INSIDE CLOSURE KNOB (OP TIONAL) j I ► ANN : (TYP) 6 -1/2 2-x2 - x .125' ALUM. ANGLE CONT. r SHEAR FASTENER 0 24" O.C. A NCHOR SCHEDULE FOR ANY A CCEPTABLE ANCHOR). (TYP) *10 x 1/2 GALVANIZED SMS OR 3/16 ALUM. POP RIVET 18" 0.C. rxrx.OS5' ;1 "x2"x.05!•"; 2 "x3"x.055" ;2'x4 - x OR 2 'x 5"x.125 "AL.ANGLE 1 /4.2C TRUSS HEAD BOLTS i NUTS W/ LOCK WASHERS 24" O.C. EXISTING STRUCTURE EO ALT. CORNER CLOSURE DETAIL 0.062` THICK RECESSEC SILL 3105 -H32 OR 6063 - T6 ALUM. ALLOY WC" BELOW CONCRETE) 1 -1/4" O LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDUL PAGE 51 EXISTING GLASS MIN. SK'T?CR SEPARATION FROM \ GLASS. (SEE SCHEDULE PAGE SI TYPICAL PLAN VIEW SCALE: 3" • T -0" SEE FASTENER SCHEDULE - OPTIONAL DRILL S /61 HOLE FR BOTTOM OF EXTRUSION 4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP) PLAN VIEW SCALE : 3"x 0 v 3/4' MIN. 1 -1/2" MAX. • SCALE : 3 ". L JOINT BETWEEN REMOVABLE AND FIXED SILL ° In • 3° 0a X 0 I r — ti 1/4 MAX. 1, 0.60" ALTERNATE O FLOOR MOUNT DETAIL TENSION FASTENER 0 24- O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING STRUCTURE rxrx /8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS lm 6` O.C. SMEAR FASTENER SEE ANCHOR SCHEDULE 1/4 - 0 RAWL CALK -IN W/ 1/4 -20 TRUSS HEAD MACHINE SCREW (SEE SCHEDULE PAGE 6 FOR SPACING NFOJ SECTION 2" MN. O REMOVABLE FLOOR TRACK DETAIL O6 OR ba ®2"0s ASSEMBLY /--- OPTIONAL ACCESS HOLE EXISTING / STRUCTURE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE : L ora.19 O2 BY PRWDUC r'uTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9L-j_062_)2 OPTIONAL 1/4 - 0 RAWL CALK -N W/ 1/4 - 20 TRUSS HEAD MACHINE SCREW (IN LEU OF ANGLE L FASTENER 0 REAR). SEE SCHEDULE PAGE 6 FOR SPACING INFO. scale As NOTED] ( ..a g. by 1 vJK I - , aha.1 2 01 6 tOr..n by 00 101, Ck.A eye VJK e ra•11ng no. 96-817 M. SHUTTER SEPARATOR FROM GLASS (SEE SCHEDULE PAGE S) GLASS OR DOOR 4 +-ILr. 1 :;; - : mo • W - . J GLASS OR DOOR • EXISTING STRUCTURE 11/2' EXISTING STRUCTURE O WALL MOUNT SECTION G SCALE : 3'c 1'- 0' • TENSION FASTENER (TYP. TOP & BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING REQUIRED. BUT DO NOT EXCEED 6' SPACING fl CONY. i /2' CONY. EXIST*NG STRUCTURE TENSION FASTENER (TYP. TOP & BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N - (-TWO 1/4-20 MACNE BOLTS W/ NUT OR Mu. T H I EK SCREW p W O.G (TYP. TOP 1. BOTTOM MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5) 9 -3/16" MAX Cr Al e . ••_ •• - ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP). 1 /L' MAX. 1 /L MAX.! CONT. ( )CONT. .11. --•►V r Q 11 CONT. ExisTING BOTTOM MOUNT DETAIL sTRUCTURE MAY BE USED AT TOP. O BUILD —OUT MOUNT SECTION K MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5 GLASS \� OR DOOR 3/16'0 POP RIVET el OR WO TEK SCREW lm 6' O.C. (TYP) ©0 ASSEMBLY rx1'x /B' ALUM. ANGLE w/ 3/16'0 POP RIVETS (m 6' O.0 EXISTING STRUCTUR — 1/L - 20 MACHINE BOLT W/ ,• NUT 12' 0.C. )TYP, TOP )L BOTTOM) [ROLL ROLLER ASSEMBLY 12 ER EVERY OTHER P N VL' MAX VL MAX. a. - DG •1ST EDGE GIST: • • a o, — r .4 ~ X W I 111 wit SHEAR FASTENER STAGGERED (SEE ANCHOR SCHEDULE) SCALE : 3 "c EXISTING EXISTING STRUCTURE STRUCTURE HEAR FASTENER (SEE ANCHOR SC OULE) 1 /L' MAX. OPTIONAL FASTENER IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR VY OFF CENTER GLASS OR ODOR --+ _I W 0 ` � . 0 2 Z C < y v ' N < a o n W .- J 1 Y = X • ° GLASS • < = OR DOOR X F" < W H 3/ 6 POP RIVET I)1 6' O.C. (TYP) - -. I1 /4' MAX. EXISTING STRUCTURE CEILING /INSIDE MOUNT SECTION — 1/4 MOOD LAG SCREW I Y / IN TENSION (SEE ANCHOR SCHEDULE FOR SPACING. EMBED. OR ALT. TENSION FASTENER) TYP. TOP & BOTTOM /; r t Ar MIN. SHUTTER III ARAT1ON FROM GLASS (SEE SCHEDULE PAGE 5 W000 FRAMING (TYP, TOP t BOTTOM) t 1 /L MAX O WALL MOUNT SECTION 1 /L' MAX 7111 SCALE : 3'c T- 0" WOOD FRAMING MN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 5 GLASS OR DOOR W000 FRAMING CONT. - FOR LARGER SPANS USE TWO 2' x !- AL. ANGLES (SEE SCHEDULE 1 TYPE C) f— TENSION FASTENER (SEE ANCHOR SCMCDULE). TYP. TOP t BOTTOM 1UTOP & BOTTOM 0 CONT. - FOR LARGER SPANS USE TWO 2' x 5' AL. ANGLES (SEE SCHEDULE 1 TYPE C) V 1/4-10 (e 1 MACHINE C. TYE.. TOP w/ t BOTTOM) 1 /L' MAX. 114' MAX. BUILD —OUT MOUNT SECTION EDGE DIST. OTOP t BOTTOI CEILING /INSIDE MOUNT SECTION GLASS OR DOOR < Y. ' w N • C O 0. W J W • " X�1 X = H X io N II ■ NN. SKITTER SEPARATHOH FROM GLASS (SEE SCHEDULE PAGE S) • SCALE : 3" 1 /1."0 WOOD LAG SCREW IN SMEAR (SEE ANCHOR SCHEDULE FOR SPACING. EMBED.. OR ALT. SHEAR FASTENER) TYP. TOP t BOTTOM 1/L" MAX. 1/4' MAX 3 -3/I6 MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE G AT . L ..G 19CJ ' + JEW BY ri U.(.(/ PRODUL. INTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 96, — 11 ZG .t EXISTING STRUCTURE 7 ////''''''''�� 2 - x2 - x .050' ALUM. TUBE TYP. TOP t BOTTOM 1 /L MAX. 1 /L MAX[ z < 0 en 0. a N C 00 • W H JW < J = XW X X`J < W ' IW TENSION FASTENER (TYP. TOP t BOTTOM). SEE ANCHOR SCHEDULE FOR SPACING REQUIRED. BUT 00 NOT EXCEED B -1/2 SPACING EXISTING STRUCTURE BUILD —OUT MOUNT SECTION .2 P i W 2: I I Y • .0 CO O. W 0 (Y EXIINIMBIONsme Ja = < . 1 Z4 rcr D co Z 0 I � e < .< f Q 6 W E w a 0 < 1- 0 1- N • 0 2 d h Z 1- r . 01 O41 4f O C • 0 VI N Q K u W N 0 1.- Z C 0 HD • • >C • ammunommimari FL Lit 'NCI PE 0 • I.83 • 1: 1996 data aca(a AS NOTCO j (tlsalpn by I VAC -25-f6 Oes1n1 by 00 ! checked ° J vic 0-.g 96 -817 ALUM BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN 2" x 5' Tv - .125 Tf - .125" 5 - 0" 9 -5" r -o- r -r 10 -.0 7 2' x 7' 5• -0' 13• -r Tr c .072- 8' -0" 1T - 2" TV - 224 10' -0" 10" r x 9- 5 15' -TT Tv ..072" s• ' 13--7 - Tt x .224' WHY" • T2'-e' THREE 5 /16'• CALK -IN p 3-118 - 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. GLASS OR DOOR THREE 5/16 "0 CALK p 3 O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 - 3/6" MIN. EDGE DIST. 11/19/96 14:00 EXISTING STP,UrTURE GLASS OR DOOR V • ✓ / EXISITNG STRUCTURE v • 4 • • . C • ' EMS. • R . • t r BI a • - ALT. LEG - DIRECTION MIN. SHUTTER SEPARATION FROM GLASS MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE PAGE 51 SCALE : 3`c 1•- 0" (SEE SCHEDULE PAGE 51 3/16"# POP RIVET OR *12 TEK SCREW fb 6 " 0.C. 1 ASSEMBLY 2 3'x1 /4'x -e- 6063-T6 ALUM. ANGLE OR TWO -2' x 3' x 1/8 x 0• -8" 6063 -76 ALUM. ANGLES /— THREE -1/4"o THRU BOLTS r Tv 1 MIN. Tf (MAX DESIGN LOAD s 72 PSF) N TOP SUPPORT BEAM DETAIL Tf -s- L T - ' 1MIN. 2 "a 3"x1 /4 x0'-s 6063 ALUM. ANGLE OR TWO- rx3"x -s' 6063 -T6 ALUM. ANGLES THREE -t /4'0 THRU BOLTS ALT. LEG DIRECTION (MAX DESIGN LOAD t 72 PSF) AL. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) ar E © © BOTTOM SUPPORT BEAM DETAIL SCALE 13 ". 1'- 0" 014 SMS 0 12" 0.C. *v. SMS p tr 0.C. STAGGERED 1/4 MAX. cc W ~ u 2 j < ¢ < X a W 0 a alN. N < >O S • H 0 Q Z -�J • m = <2 N X X X J W o E W W A N I CC I W W Its • <1=aWD 0. 1 & vh Cr• m o o S i WOX < m <2 Nl=0 n XIJ W •I <ie- L N W 3/16 "# POP RIVET OR *12 TEK SCREW 0 6" O.C. AL. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) (� T MIN. SHUTTER SEPARATION FROM CLASS (SCL SCHEDULE PAGE 5) GLASS OR DOOR 3/16 - o POP RIVET OR 012 TEK SCREW p 6" O.C. © s• ASSEMBLY EXISITNG STRUCTURE NOTE: 1. USE BEA S ULE FOR DETAILSWAN 2. SHUTTER SPAN TO BE UNITED TO THOSE SHOWN N TABLE. PG. 5 GLASS OR DOOR PLYWOOD AND STUCCO PIMSH r x 2' x .050 OR r x 3' x .oso AL. TUBE OR 2' x 6' P.T. WOOD BLOCKING EMBED SCALE 1 3'. 1•- 0' SCALE : 3 "c T- 0" MK SI WTTE R SEPARATION FROM GLASS 1' 1/2'0 THRU BOLT p 12" O.C. R WALL MOUNT SECTION TENSION FASTENER (SEE ANCHOR SCHEDULE) CONT. 2' x 3' x .080" ALUM. ANGLE (MAX DESIGN LOAD x 75 PSF) 3/16 - 0 POP RIVET © L 5O OR *12 TEK SCREW ASSEMBLY p 6' O.C. ADO CONT. P.T. 2" x 4" WHERE COUNTER TOP IS NOT WOOD FRAMED O PASS THRU DETAIL (IN CONCRETE ) 1/4 MAX. FOR W000 BLOCKING USE 1/4 "0 S.S. LAG SCREW W/ 1-V2"' PENETRATION INTO W000 BLOCKING (6 12' 0.C. FOR AL TUBES USE V4 S.S. LAG SCREW W/ 1 -1 1r PENETRATION INTO CENTER OF STUDS LOCATED' 24- O.C_ MAX. L ONE *14 SMS MIDWAY BETWEEN STUDS. TWO 1 /4 S.S. LAG SCREW p 24" O.C. MAX. W/ 1 - 3/4' PENETRATION IN CENTER OF STUDS KN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE PAGE 5) GLASS OR DOOR 3/16 - 0 POP RIVET OR 012 TEK SCREW OD 6"0.C. EXISITNG / STRUCTURE SCALE : 3 "c 1•- 0" - CONT. 2" x 3" x .080" ALUM. ANGLE — \ =1/2 THRU BOLT p 12' 0.C. ` �- TENSION FASTENER (SEE ANCHOR SCHEDULE) (MAX DESIGN LOAD ± 75 PSF) 3/16 "0 POP RIVET OR *12 TEK SCREW p 6 "O.C_ X <I 2_ ADD CONT. P.T. 2" x 4' WHERE COUNTER TOP IS NOT WOOD F('.AMF.D PASS THRU DETAIL (IN WOOD ) APPROVED AS COMPLYING WITH THE SOUTH FL7IDA BUILDING CODE r[ii; 9 FXOL tL OKTROL DIVISIO BUMPL1M Cif ACCEPTANCE ILDING CODE MO. q( J!ZG, CE .b� (CE 0 J 01 Y � n a O -I.^ Z u- •1 W r X -4 X < < O i 0: 3N� W < Z of co r�r N N 0. (a•uon by (( VAC • 0 n O o 4 tC � G 0 of t b. shoot 4 of 6 cnac.•0 or Vx I 'Crewing no. 96 -817 ' • NEG. DESIGN 10A0 ' (PSF) TYPE A ALL MOUNTING CONOTIONS EXCEPT OI © (FT - IN) TYPES SINGLE ANGLE NGGLE REQUIRED 3 -3/4' MAX. B.O. (FT - IN) TYPE C DOUBLE ANGLE REQUIRED 3 -3/4 MAX. B.O. (FT - IN) TYPE D DETAIL 9 -3/16 MA© B.O. (FT - IN) 30.0 13- 1 12 -4 13 -1 12 -7 38.0 13 -1 11 -0 13 -1 11 -2 40.0 12 -11 10 -8 12 -3 10 -11 48.0 12-4 9 -9 10 -4 10 -0 52.0 12-1 9 -4 9 -7 9 -7 56.0 11 - I1 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 -3 67.5 10 -9 8 -3 8 -3 8 -3 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 6. MINIMUM SHUTTER SEPARATION FROM GLASS (IN) • 3 L. POSITIVE DESIGN t _ LOAD (W) (PSF) ACTUAL SPAN IFT - 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 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 .. 1 -1/2 - 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5 /8 11 -0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 • 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 • 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 . 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 -8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 _ _ 1 -5 /8 8 - 0 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 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 . 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8-0 2 - 2 9-0 3 2 -3/4 10 -3 3 3 8 IL •• 1 11/19/96 14:03 ACCORDION SHUTTER SPAN VS. DESIGN LOAD DIAGRAM 170 155 - 150 145 - 140 135 130 - 125 - 95 - 90 30 MAXIMUM ALLOWABLE SPAN SCHEDULE NOTES: 40 SO 60 70 DESIGN LOAD- NEGATIVE (PSF) 80 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 LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SEPARATION FROM GLASS SCHEDULE PAGE 5 ✓ z o. an < N y vi 3� a od 1 r < O N • S . z MJ X W „ Q W ()FLOOR MOUNT SECTION SCALE : 3 1'- 0 1/4' MAX. 17 EXISTING STRUCTURE SHEAR FASTENER SEE ANCHOR SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 'I A" 4!--19O2 By /r ..... 4 1 r. PRODUC OIITROL Dii'iSIOt1 . BUILDING CODE COMPLIANCE 0 ICE ACCEPTANCE N0. ' -1 / 26. DE FASTENER SPACING ANCHOR SCHEDULE DESIGN LOADS REQUIRED (INCHES O.C.) FOR VARIOUS 0 CC ? I- LOAD N L) W - u) ANCHOR TYPE NEG. (W) P.S.F. MAX. 2 EDGE DISTANCE 3" EDGE DISTANCE SPAN FT. SPAN FT. 5' - MAX. 6' -0 MAX. 13 " -1' MAX. 5' -0 MAX. 8' -0' MAX. 13' - MAX. TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEAR W I- W IT V Z 0 U 1/4'. ITN TAPCON W/ 1 MIN. EMBEDMENT 1• llllllllllllllllllllllllllllIN - 48 12 12 12 12 12 10 12 12 12 12 12 12 62 12 12 12 12 10 8 12 12 12 12 11 11 72 12 12 12 11 . 8 7 12 12 12 12 9 10 92 12 12 11 9 6 5 12 12 12 12 7 6 210 7 6 1. 4 3 N.A. 8 9 5 5 3 3 1/4'6 RAWL CALX V/ 7/6' /0t EHBEDI¢NT t 1/4 - 20 DOLT P r! — ��tttt (SEE NOTE --1 I 4) 48 12 12 12 12 12 8 12 12 12 12 12 12 62 12 12 12 10 12 6 12 12 12 12 12 12 72 12 12 12 9 H 5 12 t2 12 12 12 11 92 12 11 12 7 9 4 12 12 12 12 11 9 210 10 5 6 3 4 N.A. 12 10 8 ' 6 5 3 1/4 "G RAWL DRIVE PIN W/ 3/4' EMBEDMENT 48 • 12 8 8 5 5 3 12 12 9 7 5 4 62 10 6 5 4 4 2.5 11 9 7 6 4 3 72 9 5 5 .3 3 N.A. 10 8 6 5 3 3 92 7 4 4 2.5 2.5 N.A. 7 6 5 4 3 N.A. 210 3 N.A. N.A. N.A. N.A. N.A. 3 2.5 N.A. N.A. N.A. N.A. 1/4'- FEMALE 'PANELMATE W/ 1 - 5/6 MIN. EMBEDMENT L 1/4 - 20 MACHINE SCREW l ielNEE@REE> ' MEE NOTE 41 48 12 12 12 12 7 7 12 12 12 12 7 10 62 12 12 9 9 6 5 12 12 10 12 6 7 72 12 12 0 8 5 5 12 12 8 11 5 6 92 10 10 6 6 4 4' 10 12 6 8 4 5 210 . 4 4 N.A. N.A. N.A. ' N.A. 4 6 3 3' N.A. N.A. Y LI 0 -J ED I- 4/ EC v 1/4 -40 ITV/ TAPCON W/ 1 -1/2' MIN. EMBEDMENT ;; 48 12 12 11 11 7 7 12 - 12 12 12 8 10 62 12 12 9 9 5 5 12 12 10 12 6 7 72 12 12 7 7 4 4 12 12 8 11 5 6 ' 1. 1111111111111111111111111111111R = 92 9 9 6 6 3 3 11 12 6 8 4 5 210 4 4 N.A. NA. N.A. N.A. - 4. 6 3 3 N.A. N.A. V4 RAWL CAUL W/ 7/8' MK EMBEDMENT t 1/4 -20 BOLT t11\ ] f MSEE NOTE 4) - M . 48 12 12 11 10 6 6 12 12 12 12 a 12 62 12 12 J 8 5 4 12 12 10 12 6 9 72 11 11 7 7 4 4 12 12 9 12 5 0 I 92 9 ' 8 5 5 7 3 11 12 7 10 4 6 210 4 3 N.A. N.A. NA. N 5 7 3 4 NA. N.A. Z 0 U O 1 0 • 1 /L RAWL DRIVE W/ 314' EMBEDMENT 48 12 9 9 5 '5 3 12 12 10 8 6 5 PIN 62 11 7 7 4 4 2.5 12 10 7 6 4 3 72 9 6 6 3 3 N.A. 10 0 6 5 4 3 .--___. 92 7 4 4 3 2S N.A. 8 6 5 6 3 2.5 210 3 N.A. N.A. N.A. N.A. N.A. 3 ! N.A. NA. N.A. N.A. 1/4'. FEMALE - PANELMATE' W/ 1 - '�%. EMBEDMENT & 1/4 • MACN[NE SCREW 48 12 12 12 12 7 7 12 12 12 12 7 10 MIN. -20 62 12 12 9 9 6 5 12 12 , . . 10 12 6 7 72 12 12 8 8 5 5 12 72 e ' 11 5 6 1 .-1—.. , 1141 111111111N1111111 - C — 14EE NOTE 4) 92 10 10 6 6 4 4 10 12 6 8 4 5 210 4 4 N.A. NA. N.A. N.A. 4 6 3 3 N.A. N.A. 0 C) 0 V4-• LAO SCREW 1 -7/6' MIN. EMBEDMENT 3/4' MN. EDGE DISTANCE 1 IINNIIIIINlllll;N 48 12 12 12 12 12 a 12 12 12 12 12 8 W/ W/ 62 12 12 12 10 12 6 12 12 12 10 ' 12 " 6 72 12 12 12 8 12 5 12 12 12 8 12 5 Ill► *2 12 11 12 6 10 4 12 11 12 6 10 .4 210 12 5 e 3 5 N.A. 12 5 e 3 5 NA. 11 I19 IOA t4• APCPSOR NOTES■ 1. MRAMIM EMBEDMENT AND EDGE DISTANCE EXCLUDES MALL FINISH OR STUCCO. 2. ANCHORS SHALL BE NSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 3. WHERE EXISTING STRUCTURE IS SHOWN AS CONCRETE. IT 15 FOR PRESENTATION ONLY. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK, OR W00D FRAMING. REFERENCE ANCHOR SCHEDULE PROPER ANCHOR TYPE BASED ON TYPE OF EXISTNG STRUCTURE. 4. MACfWIL SCREWS SHALL NAVC A MM - MJh OP 1/2' ENGAOEMEHT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN MAD. TRUSS MEAD. OR WAFER HEAD ISIOEWALK BOLT). U.O.N. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONOITIOMS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING /EMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD (5 ACCEPTABLE ONLY FOR SIDE FRAMING. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED M CENTER OF 2z W000 STUD. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. 7. FOR BUILD -OUT MOUNT SECTION JO ANCHOR SPACING SHALL NOT EXCEED 6-1/2' 0.C. 8. FOR BUILD -OUT MOUNT SECTION OK 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. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE ; L . , ::. 2 - 7 19 2 EY FRODU OHTRO'_ DI'diSmmi BUILDING CODE COMPLIANCE •CFilCz ACCEPTANCE N0- Gl,$ - c M H 0 Z J 0] 0 0 9- M 9- t • I W N u 0 N N 6 L1 5 N W Z 0. 0 S t I-' S o 110 • W to I- 6 O • U J } o V 1W id • v.i. -t- 7 -23 -96 1 16000 A NO TED] (0-I+tpn by ) tt VA( brawn by ) 00 lcn -cua 01a vac J ar*Wtn9 ..0. I 96-817 • x-.102' HEADER -CLG. MOUNTED SCALE HALF SIZE .519' 3.090' © ADJ. SILL -BOT. SCALE HALF SIZE I.D. 12 TYP, SLAT SCALE HALF SIZE 6005 -T5 ALLOY t1 t2 .062 .109' }} 402' 1J RAIN GUARD SCALE HALF SIZE 6063 -T5 ALLOY 325'1 ANGLE SCALE HALF SIZE t1 .465' .650' 1.953' .738' 071 l,481'l 1.937' 2605' 1.714' 3203' .092' r Rvn SCALE HALF SIZE .184' r 1.3P0' O HEADER -WALL MOUNTED SCALE HALF SIZE • HEADER MAY BE INVERTED AND USED AT BOTTOM AS A SUBSTITUTE FOR PIECES 15 LOCKING PIN SCALE HALF SIZE ■ TYPICAL AT EVERY OTHER INSIDE JOINT AT TOP 16 ROLLER ASSEMBLY SCALE HALF SIZE ALT. HEADER -WALL. MOUNTED SCALE HALF SIZE ■ HEADER MAY BE USED AS AN ALT. PIECE TYPICAL TOP OR BOTTOM. .519' I.D ' I I .659' O.D. iO . 70' ▪ .330' .655'1. SCALE HALF SIZE SCALE: HALF SIZE 6063 -T5 ALLOY ALT. LEG DIRECTIDN 3.530' t1 t2 t3 .062' .133' .169' ® SILL -WALL MOUNTED SCALE. HALF SIZE O7 ADJ. SILL -TOP ® 90' END SLAT O9 FLAT END SLAT 10 FEMALE LOCK -SLAT SCALE HALF SIZE 6063 -T5 ALLOY 6005 -T5 ALLOY In NOTES 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION, AND THE 1994 BROVARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE VITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SMALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS B H P C O FT. LAUD., FL. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL V/ A MIN. Fy = 33 KS1. POP RIVETS SHALL BE 3/16'0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE. 7. THE DETAILS AND SPECIFICATIONS 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 CTC TEST REPORT *95 -012. 9. TOP 6 BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN OR BRASS BUSHING. I 1/8' x I'0 NYLON VASHER 114-10 x I' LONG *410 STAINLESS STEEL SMS VITH FLOUROCARBON COATING (USE 3' LONG SCREV II BUSHING IS USED ON 5/8'0 x 3/4' LONG NYLON BUSHING V/ *14 X 3' LONG *410 STAINLESS STEEL SMS VITH FLDUROCARBCN COATING CTYP, AT EVERY INSIDE JOINT TOP AND BOTTOM) O BUSHING ASSEMBLY SCALE' HALF SIZE 1.357' .220' LA 11 MALE LOCK SLAT SCALE; HALF SIZE 6005 -T5 ALLOY APPROVED AS COMPLYING WTH THE SOUTH FLORIDA L'U!LDING COOE Df.T '1..:: 1 1996 FRODIJCr, JNTROL DIV!SiGN. d 3UILDiNG CODE COMPLIANCE' OFFICE ?CCEPTANGE NO.QS f0600- 0 .5 0 TA > Q1 R LIc PE sully AS Minn J - J 5 H J z 1 $ .+ N F V.J 1is VICH sR ESS� ENGINES, design by vJc 5/5/95 drown by J.V. MILL drlminp no. 95-207 sheet 1 of 6 1 SHEAR FASTENER e 24' O.C. (SEE ANCHOR SCHEDULE) N.T.S. SECTION SCALE' 3' = VARIES - Nm LIMIT MEMBERS r MEMBERS 0 TYPICAL ELEVATION © SIDE CLOSURE DETAIL O ALT. CLOSURE DETAIL SCALE' 3' = ©G ALT. CLOSURE DETAIL SCALE. 3' = 1' -0' OV/ LEG IN OPTIONAL DIRECTION TENSION FASTENER e 24' O.C. (SEE ANCHOR SCHEDULE) 012 x 1/2' GALVANIZED SNS OR 3/16'0 ALU( POP RIVET 2 18' O.C. 1 x 2' x .125' TO 2'x 5'x.125'MAX. ALUM. ANGLE TOP TRACK PLAN VIEV ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM AT MID (EIGHT (SEE NOTE 6) BOTTOM TRACK TENS/ON FASTENER 2 24' ac. (SEE ANCHOR SCHEDULE) 1112 x 1/2' GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET e le. oz. 1' x 2' x .125' TO 2' x 5' x .125' MAX. ALUM. AN SLE UE INSIDE CORNER CLOSURE DETAIL O CORNER CLOSURE DETAIL SCALE. 3' = I'-0' ® TYPICAL PLAN VIEW SCALE' 3' = 1'-0' LOCKING WOMANISH AT CENTER OR SIDE cc SHUTTER. MAY BE MOWTED W DISIDE WHERE ACCESS ALLOYS. PROVIDE SEPARAT1N FROM GLASS PER SCHEDULE PAGE S. 2 SMEAR FASTENERS EACH ANGLE I' x 2' x 1 /e' ALUM. ANGLE 3- 3/16'0 ALUM. POP RIVETS SCALE. 3' = 1' -0' 3/16'0 ALUM. POP RIVET 2 24'CM. CT YP) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE j 19.910 PR000. CONTROL DIV!S;0 1 CO%WL!ANCE OFFICE ACCEPTANC 3UILOIAG CODE NO Q S — i 6 7 . 2' x2' x1 /8' ALUM TUBE 6063 -T6 ALLOY r�l 1 W I O 5 W N a g Elf' 5 Ile iii its L owl V4 KNEZEVICH • 0 WALL MOUNT SECTION SCALE N 3'= V- r o WALL MOUNT SECTION SCALE : 3' = 1' -0• MIN. SEPARATION GLASS rRom N SEE PAGE SCHE VDNDOW/DOOR ® CEILING /INSIDE MOUNT SECTION SCALE : 3'= 1'- 0' II CONTD&QJS WOOD FRAMING e HEADER MIN SEPARATION rRom SEE SCHEDULE PAGE 5 GLASS CR DECR a TENSION FASTENER 1/4'0 WOOD LAG SCREW (SEE ANCHOR MEMO ROLLER ASSEMBLY 16 TYP. EVERY OTHER IN CONT. WOOD FRAMING Q SILL REO'!1 WHERE FRAMING IS NIT gr. SEE DETAIL %) OR O WALL MOUNT SECTION SCALE 3'= 1'- 0' EXISTING STRUCTURE SHEAR FASTENER !SEE A1002 SCHEDULE) TYP. TOP t BUTTON 0 PTIONAL) 3/16'0 ALUM. PCP RIVET 8 6' O.C. © (OPTIONAL) 3/8•0 x 1/2' LONG GALVANIZED SCREW 1/4' MAX. 1/4 MAX. 1/4' MAX EXISTING STRUCTURE 1/4' MAX. MIN SEPARATION FROM GLASS SEE SCHEDULE PAGE 5 OR DOH I I I I r.�. t Q. • 44 TENSION FASTENER (SEE AHC1CR SDEDIA.EE) TYP. TOP t BOTTOM 7 ALT. ANGLE LEG DIRECTION (TYP) TENSION FASTENER (SEE NOM SOEDILE) 3/4'0 ACCESS HOLE TYP. TO 1 BOTTOM WHERE RUM. REMOVABLE E TRACK TWO ANGLES N C T. TYP. TOP 1. 0 (TYP. TOP a BOTTOIO © NDPTIDML) 1 EXISTING STRUCTURE (SEE ANCHOR SCHEDULE E FOR =ID OPAL/CAT/MD 1/4 -20 MACHINE BOLT V/ VINGNJT Q 6' O.C. TYP. TOP a BOTTOM © BUILD -OUT MOUNT SECTION SCALE : 3•= 1'- 0' APrR.OVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i 1 i _ a� 193_62. B7 PRODUC CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q5 03 1/4' MAX. 1/4' MAX. C U J a t"1 G Q cx 4= W Mcr. O ? -1 v1 r CC e , —J — V+L 1 QiEZEVICH PRETEra FL DIMON TWO 1/4'0 WOOD LAG SCREWS O 24' O.C. MAX. U SE 3rd D.C. FOR SPANS 1 5'-6' 2' x 6' x .125' ALUM. PLATE t WOOD MEMBER PROVIDE CONT. PLATE WERE TRAP( ENDS BETWEEN TRUSSES MDN. SEPARATION FROM GLASS SEE SOEDU.E PAGE 5 a a (MAX DESIGN LOAD ± 75 PSF) O SOFFIT CONNECTION DETAIL SCALE 3' = 1' -0' GLASS MIN. OR DOOR SEPARATION FROM GLASS PLYWOOD L STUCCO FINISH (MAX DESIGN LOAD ± 75 PSF) SCALE 1 3'= 1'- 0' MIL THIS DETAIL MAY BE USED AT TOP ING A 'WALL- IQMTED' HEADER AS HDWN IN VALL MOUNT TDINO9 VOOD ROOF TRUSS DR FRAMING MEMBER STUCCO FINISH DR PLYWOOD SOFFIT TENSDII FASTENER V4'O WOOD LAG SCREW (SEE ANCHOR SCHEDULE) 2 - 1/4'0 x 4 -1/2' S.S. LAG SCREV 1 24' O.C. MAX. V/ 1 -3/4' PENETRATION IN CENTER OF STUDS 2' x 6' P.T. VOOD CONT. 1/4' MAX. 1/4' MAX. \-0 ( OPTEINAL) x DOUBLE STUDS L GLASS OR DOOR GLASS MIN. OR DOOR SEPERATION FROM GLASS PLYVODD 1 STUCCO FINISH SEE CHEDULE NOTE. THIS DETAIL MAY BE USED AT TOP USING A 'VALL- IQIVTED' HEADER AS VN IN WALL PUNT S TIOR( 1/2' TIC. PLYVOOD EXISTDIG FINISH MATERIAL Q \--1/4 -20 BOLT 1 NUT 1 12' O.C. TENSION FASTENER 1/4'0 S.S. LAG SCREW (SEE ANCHOR SCHEDULE) (MAX DESIGN LOAD ± 105 PSF) O WALL MOUNT SECTION SCALE 3' = 1' -0' \ - 1/4'O S.S. LAG SCREWS V/ 2' MIN. PENETRATION INTO VOOD FRAMING I' x 4' x .125' OR 2' ALUM. TUB PS CONT. 3/4'0 ACCESS HOLE (MAX DESIGN LOAD ± 75 PSF) ALT. WALL MOUNT SECTION O ALT. WALL MOUNT SECTION SCALE 1 3'= V- 0' 1/4' MAX. 6 r d 1/4' MAX. ® (OPTIONAL) OR DOOR DOUBLE STUDS x GLASS OR DOOR MIN. SEPARATION FROM GLASS SEE SCHEDULE PAGE 5 MIN. SEPARATII?I FROH GLASS SEEP SCHEDULE O BUILD -OUT SECTION SCALE 1 3' = 1' -0' TENSION FASTENER 1/4'0 S.S. LAG SCREV (SEE ANCHOR SCHEDULE) TVO ANGLES - 14 CONT (MAX DESIGN LOAD ± 75 PSF) EXISTING SIDING 1 5/8' MAX. EXISTING WOOD HOLDING TENSION FASTENER 1/4'G S.S. LAG SCREW (SEE ANCHOR SCHEDULE) v2' (MAX DESIGN LOAD ± 105 PSF) O WALL MOUNT SECTION SCALE 1 3' = 1' -0' ./4 -20 MACHINE BOLT V/ VINGNUT 1 6' D.C. TYP. TOP 6 BOTTOM APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 4�NMJURac� i PRODUC O74TROL DIVISION BUILDING CGGE COMPLIANCE OFF'CE A.CCEFTANCE NO q5 D3 1/4' MAX. 1/4' MAX. MINIMUM SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD <W) (PSF) ACTUAL SPAN (L) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS < 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30' ABOVE GRADE (INCHES) 30. 0 L $ 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -3/8' 8' -0' < L < 11 -2' 2' 1 -3/4' 40.0 L < 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2' 1 -7/8' 50. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L < 11' -2' 2' 2' 60. 0 L S 5' 2' 1 -3/8' 5' -0' < L S 8'-0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2 -3/8' 2 -1/8' 70. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11 ' -2' 2 -3/8' 2 -3/8' 80. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L S 10' -6' 2 -5/8' 2 -1/2' 90. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L < 9' -11' 2 -1/8' 2 -5/8' 1 0 0. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' - 0' 2' 1 -5/8' - 3' 8' -0' < L ( 11' -2' 2 -3/4' 2 -3/4' 5' L S 5' -0' 2' 1 -3/8' 110. 0 5' -0' < L S 8' - 0' 2' 1 -3/4' - 4' 8' -0' < L ( 11 ' -2' 3' 3' MAXIMUM ALLOWABLE SPAN SCHEDULE NEGATIVE DESIGN LOAD (PSF) MAXIMUM SPAN (L) FOR ALL MOUNTING CONDITIONS (FT - IN) MAXIMUM SPAN CL) FOR FLOOR TO CEILING MOUNTS ONLY <FT - IN) 50.0 11' - 2' 11' - 2' 60.0 11' - 2' 11' - 2' 70.0 1 1 ' - 2' 11 ' - 2' 80.0 11' - 2' 11' - 2' 90.0 11' - 2' 11' - 2' 100.0 11' - 2' 11' - 2' 110.0 11' - 1' 11' - 2' 120.0 10' - 5' 11' - 2' 130.0 9' - 8' 11' - 2' 140.0 8' - 11' 11' - 0' 150.0 8' - 4' 10' - 9' 160.0 7' - 10' 10' - 2' 170.0 7' - 4' 9' - 6' 180.0 6' - 11' 9' - 0' 190.0 6' - 7' 8' - 6' 200.0 6' - 3' 8' - 1' 210.0 5' - 11' 7' - 9' 220.0 5' - 8' 7' - 4' 230.0 5' - 5' 7' - 0' ♦ • f I NOTES' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 192 BY / /......' 4 4 - _ PRODUCT 'h2TROL DIVIS.ON oUiLDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - o�Z 63 1. USE POSITIVE DESIGN LOADS TO DETERMINE REQUIRED SEPARATION FROM GLASS. 2. USE NEGATIVE DESIGN LOADS TO DETERMINE MAXIMUM ALLOWABLE SPANS. c 0 r L J 12 1 3 8 !demon by v x O U -J w z a z a ° u of c Z CI A f-Wf 33 <0 � CCI D J n - J - J 2 l vx ° 1 dra,ep ao. 95 -207 ,nett 5 of 6 J APPROVED AS COM PLYING WITH THE SOUTH FLORniDA DiELDING CODE D.AT .1: i. _ • L • 19.9.6. PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ;CCEPTA NCE No 9S -0667 Q=) ANCHOR NOTES' 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. scat. As MT= U t dssign by 1 v.rc —J J J • 1 FIE GIs 1 ai-oen by J.V. KILL chocked by v.sc droving no. 95 -207 sheet 6 of 6 ANCH I R SCHEDULE - FASTENER SPACING REQUIRED FOR DESIGN LOADS CINCHES O.C.) W/ 3' EDGE DISTANCE - FASTENER SPACING REQUIRED FOR DESIGN LOADS CINCHES 0 , C ,) W/ 2' EDGE DISTANCE TENSION SHEAR TENSION VARIOUS VAR I N US EXISTING STRUCTURE EXISTING STRUCTURE CONCRETE HOLLOW BLOCK WOOD FRAMING MIN. EDGE (DIST. 3/4') EXISTING STRUCTURE ANCHOR 1/4'0 ITW TAPCON V/ 1 -1/4' EMBEDMENT 1/4'0 RAWL CALK -IN W/ 7/8' EMBEDMENT 1/4'0 ITW TAPCON W/ 1 -1/4' EMBEDMENT 1/4' 0 RAWL CALK -IN W/ 7/8' EMBEDMENT 1/2'0 BRASS WOOD BUSHING W/ 1/4 -20 MACHINE BOLT 1/4'0 S.S. LAG SCREW W/ 1 -1/2' PENETRATION ANCHOR DESCRIPTION W > 75 W S 105 V > 105 W S 230 V S 75 W > 75 W S 105 W > 105 W S 230 i ; W S 75 7 5 W W > 75 W S 105 W > 105 V S 230 DESCRIPTION V > 75 S 105 W > 105 W S 230 fielmass 00 V) 105 W S 230 W S 75 V > 75 W' S 105 i' (,1 `\V1` LOAD (V ) PAN (L) ( Pt. < 5' -0' LOAD (V) 6• , V > 75 V > 1 0 5 6' 6 ' V > 75 W > 105 6' 6' W > 75 W > 105 3' 3 ' V > 75 W > 105 3' • W > 75 W > 105 6' • L < 5' -0' 5' -0' < L L < 8' -0• ( W ) SPAN rsf W S 75 V< 105 V S 230 I "� V< 7 W S 105 W S 230 S 75 V S 105 W S 230 V S 7 W< 105 W S 230 W V S 75 V S 105 W S 230 W S 7 5 W S 105 S 230 � sf PAN (L) L < 5' -0' 6' ' 6' 6 ' 5' 6' 6' 6' 6' 6 , 6' - - • 6' 6 ' L 6' 6 . 6' 6 ' 4' 6 ' A A 6' 6 ' 3' 5 . 6' 6 ' 6' 6 ' 6' • L < 5' -0' 5' -0' < L L < 8' -O' 6' 6 ' 6' 6' 3' S' ' - 6' - - ' 4' - ®j 6' E. , 6' ' 2.5 .4i4S1 4' 6' - • 6' 6' 6' 6' 6 , - 5' -0' < L L < 8' -0' 8' -0' < L L< 11' -2' 6 6' 5• 6' - �F j 6 ' 6 ' Ad= ' 5 - - 6 6 6 ' 5 ' - 8'-0' <11< -Z' APPROVED AS COM PLYING WITH THE SOUTH FLORniDA DiELDING CODE D.AT .1: i. _ • L • 19.9.6. PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ;CCEPTA NCE No 9S -0667 Q=) ANCHOR NOTES' 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. scat. As MT= U t dssign by 1 v.rc —J J J • 1 FIE GIs 1 ai-oen by J.V. KILL chocked by v.sc droving no. 95 -207 sheet 6 of 6 ANCH I R SCHEDULE - FASTENER SPACING REQUIRED FOR DESIGN LOADS CINCHES 0 , C ,) W/ 2' EDGE DISTANCE TENSION SHEAR TENSION SHEAR VAR I N US EXISTING STRUCTURE CONCRETE HOLLOW BLOCK WOOD FRAMING (MIN. EDGE') DIST. 3/4 // STRUCTURE ANCHOR DESCRIPTION 1/4'0 ITW TAPCDN W/ 1 -1/4' EMBEDMENT , __A_ 1/4'0 RAWL CALK -IN W/ 7/8' EMBEDMENT i 1/4'0 ITW TAKEN W/ I 1 -1/4' EMBEDMENT 1 1/4' 0 RAWL CALK -IN i W/ 7/8' EMBEDMENT 1/2•0 BRASS WOOD BUSHING W/ 1/4 -20 MACHINE BOLT : 8\\\‘ 1/4'0 S.S. LAG SCREW W/ 1 -1/2' PENETRATION ANCHOR DESCRIPTION LOAD ( W ) SPAN (L "' FT . V 7 5 W > 75 W S 105 V > 105 W S 230 V S 75 W > 75 W S 105 W > 105 W S 230 i ; W S 75 7 5 W W > 75 W S 105 W > 105 V S 230 I W S • 6 V > 75 S 105 W > 105 W S 230 V S 75 V) 75 W< 105 V) 105 W S 230 W S 75 V > 75 W' S 105 W > 105 W S 230 LOAD (V ) PAN (L) ( Pt. < 5' -0' 6• , 6• , 5' S' 6' ' 6' 6 ' 6' 4' 6' 6' 6' 6' - 6' 6 , 3' 3 ' 6' 6 ' 6' • 3' • 6' ' 6' 6 ' 6' • L < 5' -0' 5' -0' < L L < 8' -0• ' • 6' • 3' ' 6' 6' 6' ' 6 2. 5 ' � 5' 6 , 3' 5 ' - _ i 6' 6 , 5' • - _ ' 6' ' 6' 3 , 6 ' 6' 6 ' 6' 6 ' - 5'-O• < L L < 8' -O' 8' -0' < L L < 11' -2' 6 ' 6' ' S, _ ' 6' ' 4' 4 ' _ 3' S' - ' _ + 5' 4' 3, • 4' S' 3 , 5, _ • 6' • 4' • - 8' -0' < L L < 11' -2 ' APPROVED AS COM PLYING WITH THE SOUTH FLORniDA DiELDING CODE D.AT .1: i. _ • L • 19.9.6. PRODUCT ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ;CCEPTA NCE No 9S -0667 Q=) ANCHOR NOTES' 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. scat. As MT= U t dssign by 1 v.rc —J J J • 1 FIE GIs 1 ai-oen by J.V. KILL chocked by v.sc droving no. 95 -207 sheet 6 of 6 iy...ZI • • 0 ' . 4 P /4/