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810 NE 95 St (6)7 Dyte Legal Description / Lessee / Tenant Owner's Address Contracting Qualifier \V.E: `_ State if FL- Architect/Engineer Addr Bonding Company Address Mortgagor Address; Pejrwit Type(circle Sign Date ** a * FEES: PERMIT APPROVED: PH., ND o ES ._ EL OY OSORIO 01/29/93 10:05 Ma) e� ; , 29a2,. IV 16:IR I 1'1' APPLICATION FOR MIAMI SH(.. ;,' MIAMI ;'F 5331 Job Address 8 t�l S T Tax Folio 0 t 3 2 - 06 — 0 1- ft -00 213 & I O E 5 810 S 1-74 Co. C.45QL:1 E'e_ zrzA P,t-si l Address ad0km4 R33266-0508 Municipal 1f Competency If 1134-c) Ins.Co. one): BUILDING ELECTRICAL SIGN dvRK DESCRIPTION % 5 kt.L. %#i f_Q.. c_ra,•24, CWT S • ke - ¢ - ®X2.01 SINI Square Pt. r ) Estimated PD`oJLE DEL' 1.-EDP- 1 U E3 aster Permit. if 30 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 Y 1,4la111 L"l�I I'..ivla.v v v. • uvu4 ..w..a wVV.♦ 61V/1.40644.% V.♦ 400 & 44V....A/4 N6I6 V..V 4 ' S &♦& 4 4.0.00. 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 moat the standards of all laws regulating construction in this juri:;diction. I understand that separate permits are required for ELECTRICAL,, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OAR'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 authorizl the above - named contractor to do the work stated. and /or Condo President E1 o CI,S'ort% o GI I y as to i° r and /or Condo President ission Expires: OFFICIAL NOTARY SEAL NOTA y PUI3LIr�N OLIVER TE OF*FLORID$ COMMISSION NO. CC284476 MY COMMISSION EXP. MAY 23, 1997 * C.C.P. Pire Zonina ..sw� - -_ Builds P one h v p ` 22-72— CO R NUntiidC `;NE PLUMBING MECHANICAL Mechanical Plumbing F10is e, C�ir1 r Arai -1 1 i•a. ss# Phone P.O. BOX 660508 ROOFING Cost(value)7% d QO , 09 Q Signature of Contractor or Date Not -�. My Co :• 6 2 : * t S Electrical PAVING PENCE Owner- Builder tolj i s s iO.VVICEM w, RR+ • SEAL (r� JEAN OLIVER TARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC284476 MY ROMMISSION EXP. MAY 23, 1997 .. !. :_� as to - t - for or Owner Builder * ** TOTAL DUB, o 3 •: St) Other Engineering 1? 7 - 75r� — 'Recl ?2 6. Lender's name and address: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED : ON THE JOB SITE AT TIME OF FIRST INSPECTION • PERMIT NO. TAX FOLIO NO. 1 3 a v 0 9 - 1 -0 °2° 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 description of property and street address: 1 0 tJ `3 5 914 • 2. Description of improvement: ki-‘,122.l CeOr+Ji� Srt>�Tt�`Y�S 3. Owner(s) name and address: ¶'-- OS ., (Po nc_ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: et) L—iZ _ COULTER HURRICANE 1 PRODUCTS CORPORATION 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 7. Persons within the State of Florida designated by 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 person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different da e is specified) 4 jam .fir Signature off ner �N Q Print Owners a Sworn to and subscribed before me this Notary Public Print Notary's Na My Commission E 613 AUG 1 91995 day of , 19 STALE OF FLORIDA, COUNTY OF (JADE r tl.is ; s a L uo coiy ° SERE tY CERTIFY a �' ;fho icy U t MIAMI, FL 33266 =0508 95R3338 1995 AUG 22 12:05 P.O. BOX b6U*UU Prepared by: NA1(ECcucra COUiUgR HURRICANE 1 PRODUCTS CORPORATION P.O. BOX 660508 11fri7 1 H, t-L 3 3266-0508 230,52 -j 2/93 NDI7-E5 �� l��c l,i ✓ e.5"t „t Rr. (ft) 15 _2G 25 30 35 40 45 50 SS 60 BUILDINGS EQUAL ON LESS SEAR 60 mar SIGS 10007 SLAPS > 10 ONG. ZONE 665 • 43.2 46.9 50.0 52.7 55.0 57.2 59.1 60.9 62.6 64.2 ZONE 4 45.9 69.9 53.1 56.0 58.5 60.8 62.9 64.8 66.6 68.2 EXPOSURE C ZONE 5 57.2 62.1 66.2 69.7 72.8 75.7 78.3 80.7 82.9 85.0 2013 465 39.6 42.9 45.8 48.2 50.4 52.4 54.1 55.8 57.3 58.8 NOTES: BLDGS. 60 FT. HIGH OR LESS USE EXPOSURE C FOR ALL BLDGS. a ■ 1OX OF MINIMUM WIDTH OR .4h. WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4X OF MINIMUM WIDTH OR 3 FT. LOADS. POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. ROOT SLOPE -<10 DEG. SOUR 4 42.0 45.6 48.6 51.2 53.3 55.6 57.5 59.3 60.9 62.4 S 52.1 56.6 60.3 63.6 66.4 69.0 71_4_ 73.6 75.6 77.5 NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS a ■ 5X OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR OETERMINAT1ON OF ZONES. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. EIGHT (ft) 10 20 30 40 50 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 1033 5,667 35.5 38.5 43.2 46.9 50.0 52.7 57.2 61.0 64.3 67.1 69.8 72.1 74.3 76.4 78.3 80.1 81.9 83.5 85.0 86.5 87.9 89.3 90.6 BUILDINGS GREATER TEAN 60 FELT GIGS EXPOSURE C ZONE ZONE LORE 5 6 7 59.6 63.5 66.9 69.9 72.6 75.1 77.4 79.5 81.5 83.4• 85.2 86.9 88.5 90.1 91.6 93.0 94.3 EVALUATE NEGATIVE LOADS AT 1000r ELEVATION 90.5 _96.4 101.6 106.1 110.3 114.0 117.5 120.8 123.8 126.7 129.4 132.0 134.4 136.8 139.0 141.2 143.3 121.3 129.3 136.3 142.4 147.9 153.0 157.7 162.0 166.1 169.9 173.6 177.0• 180.3 183.5 189.4 192.2 ZONE 5,667 • 53.0 56.1 60.9 64.S 67.4 69.9 74.0 77.4 80.3 82.8 85.1 87.1 88.9 90.7 101. 102.2 EXPOSURE D ZONE ZONE S 6 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 77.1 117.1 80.6 122.4 ZONE 7 157.0 164.2 83.6 126.9 170.3 86.2 130.9 175.6 88.5 134.5 180.4 90.7 137.7 184.7 92.6 140.6 188.6 94.4 143.3 192.2 92.2 96.0 145.8 195.6 93.7 97.6 148.2 196.8 95.1 99.0 150.4 201.7 96.5 100.4 152.5 204.5 97.7 101.7 154.4 207.2 98.9 103.0 156.3 209.7 186.5 100.0 104.1 158.1 212.1 105.3 159.9 214.4 106.4 161.5 216.6 AL- FAROOQ CORPORATION O QNEJ . Plfl7NFRS & PRODUCT TESTING 1225 SW 87 AVE MIAMI FLORIDA 33174 (305) 264 -8100 AFC 94 -01 COULTER HURRICANE PRODUCTS CORPORATION August 21, 1995 FRANK LUBIEN BUILDING OFFICIAL 10050 NE 2nd AVE MIAMI SHORES, FL 33138 DEAR MR. LUBIEN WE ARE THE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR ACCORDION SHUTTERS UNDER PRODUCT CONTROL NO 94- 1223.01. THIS LETTER AUTHORIZES COULTER HURRICANE PRODUCTS TO USE OUR ACCORDION SHUTTER APPROVED UNDER NO. 94- 1223.01, TO BE USED ON JOB NAME SINCERELY, 0 n CQ9.t,Lc A. M. COULTER PRESIDENT ANDRES ELOY OSORIO 810 NE 2nd STREET MIAMI SHORES, FL 33138 CORPORATE SEAL P.O. BOX 660508 MIAMI, FLORIDA 33266 -0508 DADE (305) 884-2272 NATIONAL 1 -800- 533 -4869 METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Coulter Hurricane Products Corp P.O. Box 660508 Miami, FL 33266 -0508 Your application for Product Approval of: Aluminum Accordion Type Shutter 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 (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 be valid for a period of three years. 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 Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 1223.01 CONDITIONS BUILDING CODE COMMITTEE 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 Expires:03 /02/98 ` Raul Rodriguez Product Control Division 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. Approved: 03/02/95 -1 s anger, Director Building Code Compliance Dept. Metropolitan Dade County • Coulter Hurricane Products Corp. ACCEPTANCE NO.: 94- 1223.01 APPROVED • la 0 2 1995: EXPIRES • IYIAR 0 2 19 9 8 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 "Impact Test" requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 5.00" x .062" thick, constructed as indicated on approved Dwg. No. 94 -245, Sheet 1 of 8, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components, all shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be #14 x 3" Sheet Metal Screws made of stainless steel. 2.3 Tested specimens: Dimensions: 39" x 108 "; 48" x 120 "; 39" x 60 "; 48" x 108 "; 39" x 90 "; 39" x 144" 3. LIMITATIONS 3.1 Maximum blade height or span: 144" or less. See Span "L" Schedules on Tilteco Dwg. No. 94 -245, Sheets 6 and 7 of 8. 3.2 Minimum separation between QIass to be protected and shutter: 2" or more. See Charts and Table 1 on Tilteco Dwg. No. 94 -245, Sheets 6 and 7 of 8. 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 during hurricane warning. 3.3.3 Two additional Lockers (one at top and one at bottom, each at 12" from midspan) must be installed. Either the Inside Locker "J" consisting of one 1" x 2" x 1/8" x 3 7/8" long aluminum angle secured from the inside with two 1/4 " -20 SS Thumbscrews OR the Outside Locker "K" consisting of two 1/2" x 2 3/4" x 1/8" x 4" long aluminum angles securing both mating center mates from the outside with a 1/4 " -20 thru bolt and washered wingnut. 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mount Every fourth blade hangs from a set double rollers mounted in a stainless steel roller housing that glide on the track of the Wall Mount Header (Part A). Every blade has a pin at the top and bottom consisting of a #14 x 3" long series 410 -HT stainless steel and a 1/2" diam. x 3/4" long nylon bushing that slides on either side of the Wall Mount Header (Part A), which is also used as the sill turned upside down, both are anchored directly to the wall, as shown in Section A "Wall Mounting Installation" on Dwg. No. 94 -245, Sheet 2 of 8 bearing the Dade County Product Control approval stamp. 4.1.2 Built Out Condition The 2 -piece header consists of a Ceiling Header (Part B) attached, using 1/4 " - 20 SS bolt Man el Perez, P.E. Plans Examiner II Product Control Division Coulter Hurricane Products Corp. ACCEPTANCE NO.: 94- 1223.01 MAR 0 2 1995 APPROVED EXPIRES MW 0 2 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS with nut & washer or #12 x-3/4" tek screws @ 6" o.c., to a 2 1/4" x 7 3/4" x 1/4 ", or a 2" x 3 ", 4" or 5" x 1/8" aluminum angle. The 3 -piece sill consists of the Sill Adaptor (Parts D or D I) and the Sill (Parts C or C1) fastened together with two (front and back) #12 x 3/4" tek screws @ 3 -1/2" o.c. where the Sill Adaptor is attached to the aluminum angle, as in the head condition, with 1/4 " -20 SS bolt with nut & washer or #12 x 3/4" tek screws @ 6" o.c., The angles are anchored to the substrate using the appropriate anchors as shown in General Note 7 on sheet 1 of 8, spaced as shown on the schedule on sheet 8 of 8, and installed as shown in Sections C and C 1 "Wall Mounting Installation (Offset)" on Dwg. No. 94 -245, Sheets 2 and 3 of 8 bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling & Floor Mount In this mounting arrangement, the Ceiling Header (Part B) is anchored directly to the underside of a poured concrete lintel; and the sill assembly, a 2 -piece sill consisting of the Sill Adaptor (Parts D or DI) and the Sill (Parts C or C1) fastened together with two (front and back) #12 x 3/4" tek screws @ 3 -1/2" o.c. is anchored to a poured concrete slab or bulkhead as shown in Section B "Ceiling & Floor Mounting Installation" on Dwg. No. 94 -245, Sheet 2 of 8 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 Dwg. No. 94 -245, Sheets 1 through 8 of 8. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 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 ". 5.2 A warning note must be permanently attached on a visible place instructing the tenant or homeowner that all locking pins, as well as both lockers must be properly installed and bolted during periods of hurricane warning. 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 Dwg. 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 Dwg. No. 94 -245, Sheets 1 through 8 of 8, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. - 2a - a 1.�l�GGCl.ISv i1 Man l Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (48" x 108" Span) Center mate SATISFACTORY HETI 94 - 326c . Max.. 2.25" 4.93 CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 (39" x 90" Span) SATISFACTORY HETI - 94 - 326c Max. 1.90" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" x 108" Span) Center mate SATISFACTORY HETI - 94 - 326 c Max. 2.23" 3 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (39" x 144" Span) Center mate SATISFACTORY HETI - 94 - 326c Max. 3.00" 4.00 CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Positive (48" x 108" Span) +133 PSF HETI - 94 - 326c +102 PSF HETI - 94 - 326c CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Negative (48" x 108" Span) - 246 PSF HETI - 94 - 326c - 189 PSF HETI - 94 - 326c CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Positive (39" x 108" Span) +133 PSF HETI 94 - 326c +102 PSF HETI - 94 - 326c CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 Negative (39" x 108" Span) - 282 PSF HETI - 94 - 326c - 217 PSF HETI - 94 - 326c UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Positive (39" x 108" Span) +154 PSF HETI 94 - 324c +102 PSF HETI 94 - 324c @ Design 2.16" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Negative (39" x 108" Span) - 300 PSF HETI - 94 - 324c - 200 PSF HETI - 94 - 324c UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Negative (48" x 120" Span) - 250 PSF HETI - 94 - 324c - 166.6 PSF HETI 94 - 324c UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 Negative (39" x 60" Span) - 550 PSF HETI - 94 - 324c - 366 PSF HETI 94 - 324c DESIGN PRESSURE RATING +102 PSF -102 PSF For Comparative Analysis Results See Span Schedules On Pages 6 And 7 Of 8. Coulter Hurricane Products Corp. 7. TESTS PERFORMED TESTS: ACCEPTANCE NO.: 94- 1223.01 APPROVED . IV1AR 0 2 1995 EXPIRES • MAR 0 2 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: -2b- MarhreI Perez, P.E. (� Plans Examiner II Product Control Division Coulter Hurricane Products Corp. ACCEPTANCE NO.: 94- 1223.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED •- 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test of "Accordion Shutter ", prepared by Hurricane Engineering & Testing, Inc., Report No.HETI- 94 -324c, dated 10/03/94, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of "Accordion Shutter ", prepared by Hurricane Engineering & Testing, Inc., Report No.HETI- 94 -326c, dated 10/04/94, signed and sealed by Hector M. Medina, P.E. 8.2 Drawings: 8.2.1 Drawing. No. 94 -245 , Sheets 1 through 8 of 8, prepared by Tilteco Inc., dated 09/19/94 and 10/17/94, revision dated 2/08/95, signed and sealed by Walter A. Tillit, Jr., P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Easco Aluminum dated 09/01/94 with chemical composition and mechanical properties of blade, die drawing No. 838735, for aluminum alloy 6063 -T6. 8.3.2 Tensile Test Report No. HETI- 94 -T34d, prepared by Hurricane Engineering & Testing Inc. dated 10/12/94, signed and sealed by Hector M. Medina, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations dated 12/01/94, pages 1 to 23 of 23, prepared by Tilteco Inc., signed and sealed by Walter A. Tillit, Jr., P.E. IAV , P.E. Man Plans Examiner II Product Control Division fin? 1995 Win? 1993 Coulter Hurricane Products Corp. ACCEPTANCE NO.: 94 - 1223.01 0 2 1995 APPROVED EXPIRES (t1441 0 2 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be ground for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. 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. 6. A copy of this approval as well as approved drawings and other documents shall be provided to the applicant by the manufacturer or his distributors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7 Failure to comply with Standard Conditions shall be cause for termination of Approval. 3 Manuel Perez, P.E. Plans Examiner II Product Control Division OPENINGS 35 COULTER HURRICANE305- 884 -2272 PRODUCTS CORPORATION PO BOX 660508 ESTIMATE VALID 30 DAYS MIAMI, FL 33266 -0508 DATE 08/14/95 DELIVERY 3 WEEKS CUSTOMER ANDRE OSORIO ADDRESS 810 NE 95th STREET CITY /STATE MIAMI SHORES, FL33138 RES PHONE 667 7123 FAX 757 9943 WIDE HIGH 1,17,34,25,16,18 -21,24 11 53 74 '2 1 76 85 3,4,27,28,29,30,31,32, 8 60 60 5,12,26,33 4 31 80 6,7,8,9,10 5 72 73 11,13,14,15 4 37 38 22,23 2 39 27 WE PROPOSE TO FURNISH AND INSTALL SHUTTERS IN ACCORDANCE WITH OUR DRAWING & BELOW DIAGRAM 1080.833 UFT 181 QTY INCLUDES TAXE ACCORDIONS TOTAL PRICE Fir COULTER HURRICANE PRODUCTS CORPORATION P.O. BOX 660508 1p MIAMI, FL 33266 -0505 WALL MOUNTING INSTALLATION AT TOP & BOTTOM (TO MASONRY) CEILING MOUNTING INSTALLATION TOP & BOTTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 1 NOTE 2 6" 4" 10 " 8" 1 1 4" 0 3" 9" 7" I NOTE 3 NOTE 4 NOTE 5 NOTE 3 NOTE 4 NOTE 5 5.n 3.n 3" 911 7., 5" I . I 4 " 3 " 3 " 9" 6` 5" 1 1 3 " 1 1_ 2 1/2" 2 1/2" 6 " 4 " 4 " `ORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. R SPACING LEGEND (3) Mar. ANCHOR SPCC. VAUD FOR SPANS OF 5' -0" OR LESS. •. (4) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0" TO 7' -6'. (5) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 7' -6' TO Max. ALLOWED. 5 INDICATED OII SCHEDULES. APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT 19g/ .. CUa S NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, Q U - J3 . 0 l era DADE COUNTY / ThiEINC. \ L T ILLIT TESTING & ENGINEERING COMPANY 6 595 NAY. 36b. SL S. 217. ■•Coso •POENS. C1. 33166 Phan. : (305)67 . ioh . (303)67 -1531 WALTEF A. TiUJT Jr. P. E. FLORIDA U.: 441E7 ACCORDION SHUTTER COULTER HURRICANE PRODUCTS CORP. 0e21 N.W. SOM. rr... SAY P-3 WALLAH GAROCNS. 4'1O1110A 33016 or.. No �c1�r1o. 4J4(1004S NOTE NOtE it (si t I 1 OATS 1 / 2 1 / 95 tfel95 in. A. 1 • OrSCIOITOA SCALE 9/19/94 DATE 94 — 245 DRAWING No SHEET 8 OF 8 MAXIMUM DESIGN LOAD W (p.s.f.) WALL MOUNTING INSTALLATION AT TOP & BOTTOM (TO CONCRETE) FROM 45.1 TO 61.8 NOTE 1 NOTE 2 10" 7' FROM 61.8 TO 91.4 8 ^ S" FROM 91.5 TO 134.3 NOTE 3 NOTE 4 NOTE 5 9" 6" .4" FROM 134.4 TO 168.1 7" 5" 4" FROM 168.2 TO 226.3 5" 3" 3" MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND C EDGE OF (A) 1 \• 2 /NCHDRS REOURED E. CM END ANCH( (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 8' -9" OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' —f TO MAXIMUM ALLOWED. c ec [ . Max. M 1/Y Min. s s s G -e S = ANCHOP SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W /TRACK. "A" (TOP 8: B'OTTOJ! SHALL EE INSTALLED STAGGERED AT Mn• SPACW! MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM SHUTTER SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) • Y• • •• 176.6 9' -4' 8' -8" 3 1/8" 2" 180.3 9' -3" 8' -T 3 1/8" 2" 185.0 9' -1" 8' -7" 3 1/8" 2" 188.0 9' - 0' 8' -6" 3" 2" 192.5 8' -10" 8' -6" .3" 2" 197.2 8' -7" 8' -5" 3" 2" 199.1 8' -6" 8' -5" 3" 2" 204.7 8' -3 8' -3" 3' 2" 211.3 8' -0" 8' -0' 3 2" 216.9 7' -10" 7' -10" 3 7 221.6 7' - 8' 7' - 8" 3 2" 226.3 7' -6" 7' -6" 2 2" MyXp.aUM DESi N LOAD W (c.s.f.) mA)IMUI' SHUTTER SPAN L (1.1 MINIMUM SEPARATION TO GLASS (in.) • e . • .. 153.1 10' — O" 9' - 0" 3 1/8" 2" 156.8 9' - 1 1" 9' - 0" 3 1/8" 2" 157.5 9' -10" 8' -11" 3 1/8" 2° 157.8 9' -10" 8' -11" 3 1/8" 2" 160.6 9' -9" 8' -11" 3 1/8" 2" 161.7 9' -9" 8' -10" 3 1/8" 2" 164.4 9' —8" 8' -10" 3 1/8" 2" 165.2 9' -8" 8' —t0' 3 1/8" 2" 168.1 i 9' —T 8' -9" 3 1/8" 2" 168.7 9' -6" 8' -9" 3 1 2" 170.0 9' -6" 8' -9" 3 1/8" 2" 175.6 9' -4" 8' -8" 3 1/8" 2" SHUTTEP. SPAN "L" (ft.) MINIMUM SEPARATION (in.) 7' -6" OR LESS 2" > 7' -6" TO 9' -0" 3" > 9' -0" TO 10' -0" 3 1/8" > 10' —Or' TO 11' -0" 3 1/4" > 11' -0" TO 12' -0" 3 7/16" .UM SPAN L SCHEDULE. APFLICABLE ONLY TO SECTIONS A, Al , B, 81, B2 & C. 5('R c,i T; c I' A : CCF.DANCE WITH A_CE 7 —EE CRITERIA FOR A GIVEN OPENING. (SHOWN ON SHEETS 2 & 3 OF 8) T c SURE FOR THE OPENING. THEN POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND l . • FOP SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING, SEE TABLE 1 FOR MINIMUM SEPARATION FOR SPANS LESS THAN THE MAXIMUM ALLOWED. •• FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. TABLE 1: MINIMUM SEPARATION BETWEEN GLASS & BACK OF SHUTTER FOR A GIVEN SHUTTER SPAN "L , FOR SHUTTERS INSTALLED WITHIN THE FIRST 3O' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. TILTIFFC -. TILUT TESTING & ENGiNEERJNG COdPANY !rte l ,! kw !•0 9 `.,. 11; .s -'.... c,a:rws n 12 *AL1ER A J P E. r R.•• an :r' MOh I . Wort V 11 t/E f4SI APPROVED AS CC :i :F! YU:G „ : n SOUTH FLORIDA 21.11[: G CDCE DATE BY PRODUCT C! TRCL --- BU;LD'NG CODE CGMPL:A',I._ ACCEPTANCE NO. @ " 1 :-.1:-.; 2 4.--. 3 - 1 -- ) / ACCORDION SHUTTER COULTER HURRICANE PRODUCTS CORP. OEti 'OW. 50tH. A"•.. !A' P -9 NLALL1N GAROCMS. fLOP,DA 33015 tc. DOCII/MM ytt. DADE COUNTY SCALE 9/19/94 DAT( 94 — `4 OKA W.NG he 5.4E1 6, ` MAXIMUM DESIGN LOAD mA IPA _M S'iUTTER SPAN L (ft.) MINIMUM SEPARATION TO GLASS (in.) W (p.s.1.) • _ •• 45.1 12' -0" 12' -3" 3 7/16" 2" 47.8 12' -0' 12' -0" 3 7/16" 2" 49 0 12' -0" 11' -11" 3 7/16" 2" 50.5 12' -0' 11' -10" 3 7/16' 2" 52.0 12' -O" 11' -9" 3 7/16" 2" 52.4 12' -0' 11' -9" 3 7/16" 2" 55.0 12' -C' 11' -7" 3 7/15" 2" 55.2 12' -0' 11' -7" 3 7/16" 2" 55.6 12' -0" 11' -7 3 7/15' 2" 57.2 12' -0" 11' -6" 3 7/16' 2" 58.6 12' -0' 11' -5" 3 7/16" 2" 58.8 i 12' -0" 11' -5" 3 7/16" 2" 59.5 12' -0" 10 3 7/15' 2" 59.7 12' -0" 9' -11" 3 7/16" 2" 61.5 12' -0" 11' -4 3 7/16" 2" 61.8 12' - 0" 11' - 4" 3 7/16" 2" 61.9 12' -0" 11' -4" 3 7/16" 2" 63.4 12' -0' 11' -3" 3 7/16" 2" 63.6 12' -0" 11' -3' 3 7/16" 2" 63.7 12' -O' 11' -3" 3 7/16" 2" 66.9 12' -0' 11' -1" 3 7/16" 2" 67.0 12' -0" 11' -0' 3 7/16' 2" 67.5 12' -0' 11' -O" 3 7/16' 2" 70.1 12' -0" 10' -11' 3 7/1' 2" 71.1 12' -O" 10' -11' 3 7/16" 2" 71.4 12' -0" 10' -10" 3 7/16" 2" 71.5 12' -0" 10' -10" 3 7/16" 2" 72.9 12' -0' 10' -10" 3 7/16" 2" 75.1 12' -O' 10' -9' 3 7/16" 2" 75.2 12' -0" 10' -9" 3 7/16" 2' - 131.6 •- 10' 9" 10' -9' - 2" - - 7573 t2' -0" 3 134.3 77.0 12' -0" 10' -8' 3 7/16" 2' 77.5 12' - O' 10' - 8' 3 7/16' 2' 78.8 12' -0" 10' -T 3 7/16" 2' 80.7 12' -0" 10' -T 3 7/16" 2" 81.5 12' -0" 10' -6' 3 7/16" 2" 82.5 12' -0' 10' -6" 3 7/16" 2' 83.4 12' -0' 10' -6" 3 7/16" 2' 8E.2 12' - 0" 10-5' 3 7/16" 2' 10' -0' 1 „ MAXIMUM DESIGN LOAD MAXIMUM SHUTTER SPAN L (ft.) mINU.IUN SE.=AFF TO GLASS (in.) w (p.s.f.) 86.8 12' -0" 10' - 4" 3 7/16" 2' 88.5 12' -0" 10-4" 3 7/1E" 2" 90.3 12' -0" 10' -3" 3 7/16' 2" 90.8 12' -0" 10' -3' 3 7/15' 2' 91.4 12' -0" 10-3' 3 7/16" 2" 92.7 12' - 0" 10' - 2" 3 7/16' 93.8 12' -0" 10' -2" 3 7/16" Z 94.5 12' -0" 10' - 3 7/16" 2" 96.6 12' -0" 10' -1' 3 7/16" T 96.8 12' -0" 10' -1' 3 7/16" 2" 97.7 12' -0" 10' -1' 3 7/15" 2' 100.5 12' -0" 10' -O' ,. 3 7/16" 2" 101.5 12' - 0" 10 3 7/16" 2" 103.7 12' -0" 9' -11" 3 7/16" 2" 106.5 12' -0" 9' -10" 3 7/16" 2" 108.8 11' -10" 9' -9" 3 7/16" 2" 110.6 11' -9" 9' -9' 3 7/16" 2" 111.0 11' -9" 9' -9" 3 7/16" 7" 114.1 11' -7" 9' -8' 3 7/16" 116.5 11' - 6" 9' - 8' 3 7/16" 1 116.9 11' -6" 9' -7" 3 7/16" 2'• 117.6 11' -5" 9' -T 3 7/16" 2' 119.7 11' -4" 9' -T 3 7/16" T 121.2 11' -3' 9' -7' 3 7/16" 2" 122.5 11' - 2" 9' - 6" 3 7/16' 7 125.3 11' - 0" 9' - 6" 3 1/4" 2" 125.8 11' -0" 9' -5" 3 1/4" 2' 126.7 11' -0" 9' -5' 3 1/4" 2' 129.6 10' -10' 9' - 4" 3 1 / 4 2' 130.9 10' -10' 9' -4" 3 1/4" - 131.6 •- 10' 9" 9' -4' 3 1/4" _2" 134.3 10' -S" 9' - 4' 3 1/4" 2" 136.2 10' -7" 9' -3' 3 1/4" 2 " 137.9 10' -6" 9' -3' 3 1/4" 2' 140.7 10' - 5" 9' - 2" 3 1 7' 142.8 10' -4" 9' -2" 3 1 /4' 7 143.5 10' -4" 9' -2" 3 1 2 147.0 10' -2" 9'-1" 1!4 - 148 4 10' -2" 9'-1' - 152 E. 10' -0' °._ - MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXU'' NOTE. DESIGN PFESSURE RATING COPFE(.PnI;,•c n11;) TO rirr._TI. FF == IF NEGATIVE PRESSURE VALUES C0MPL1 'wiTH THE REQUPRED PRE' NEED NOT TO BE CHECYED. .5 a vrra ISO FYC •d SHER OR 6 6" 0. C. 4: S TUD . / 14 . 3/4" S. 5. 5 M 5. 0 6' O. c ., 1/4' • . f 5. S. 5. M. 5 W! 1 /: • ■ 3/ LANG NYLON BUSHING (TyP. TOr & B2TTDN) ISLE SCMEDULE)� COSTING WINDOW 1' ■ t a 1 /d Num. ANGLE Cont. 1 14 = 1/2' S. 5. S. M. S.• 0. C. - SECTION B 7 ALTERNATIVE 4 .ET) - SECTION C 1/4' o = 1 1/2' LAG SCREWS 0 6' 0. C. 1' . ( = 1/d (in 6E63 -T5 Num. TUBE w/ R 2 S% OFD TRUSS. LOCATE SCREW AT WDw10TH Or DUSTING WOOD ME1ABi3E. (t Min NOMINAL wool) w/ 2' Mn. PENETRATION. 507 1/4 4 . 1 5. S. S. H S. W/ 1/7 • = 1' LANG NYLON BUSHING. (Tyr. TOP & aortal) 2 WOOD TRUSSES OR RATTER • 24' 0. C. REQUIRED if 14 ■ 1/2' S. M. S. • C O. C. WHERE � i! DERE IS AN EXtST1NG • WALL BEHIND ` 1 @ m ° I� 14 ■ 3/s 5 S M.S.•do.G 14 ■ 1/7 S. M. S. S odO.C.FOR t x Lr W000 DECK NORMAL INSTALLATIONS. I� REWIRED (NO FINISH MOWED) J loo, .07 CEILING & REMOVABLE FLOOR MOUNT. INSTALLAT. •d1 4h1111hiG1111111i11 NEW P. T. 2' = 6' Coat (2) 1/4 • . 5" LAG SCREWS • EACH STUD (H(.WTH Or STUD) AND W/ 2' Mtn. PENETRATON WTO STUD -/ 14 = 112 5. S. S. N. S. 0 6' O. C. L , Min. Min. OR s Y .125 Alum • ANGLE T 0. C. W/ M J T & B W ASH E d R (6063 - ALrn. ALLOY) OR f 14 a 3/4' 5 M. 5 0 6" 0. C. IL EC0 INC . / TILLJT TESTING & ENGINEERING COMPANY fS ?•. N • 36• . 51 Y. : 7 +160'.0 0 0D4.. rI 1.3166 R•rr • 13037E -'.X ro. : (302)6' N6.TE� A. TILL; „r P E WITH 14 1 1/2 t.0 SCREWS • 6' 0. C. 1/4'•= S. 5. 5. N. 5. w/ 1/1 • = 3/ LONG MtON BUSHING (T5p. TOP & BOTTOM) CEILING & FLOOR - SECTION B / 14 0 3/ S. S. _ i S.M.S.06'O.C. a• 1/4' • . 1 1/2' LANG LAG SCREWS 0 6' 0. C. COULTER HURRICANE PRODUCTS CORP. SP.0. alrT>: 11 r;11c -" 5 1 ACCORDION SHUTTER 6621 N.V. 6011' Ave., 6A1 6 - WALLAH GARDENS. (LAMA 33016 tun I R 1/21/4' Z/6/4 I www-4 307 NEW 2' a C P. T. Cent *000 PLATE w/ (2) 5 /1C • LAG SCREWS TO EACH OR TRUSS. LOC*TE SCREWS AT 1.1I0*1DTN or DiSTIN5 wOC: MENDER. (2' Vin. NOMINAL wC7 w/ 2' Hin. PCNl'IRAT0N 1/4' • = S S. S. S. M S . w/ 1 /t • ■ 1' LONG NYLON BUSHING (Typ. TOP & BOTTOM) G) / 14 . 3/4' 5. s. LL s •6' 0. C. 1 • P *002 DEO( REOUFEL n (NO E)NISH AL10wEE MOUNTING INSTALLATION APFF.CVED AS COMFLY'P1G ,'+ TH SOUTH FLORIDA BU:LD'`.G '; DAT BY PRODUC LCNTROL DIVS.C1 BUILDING CODE COMPLIANCE " L ACCEPTANCE NO. DADE COUNTY I •r cAn[, MR SCALE 9/19/9 DATE 94 - 2 41 : DPA.I'4C No SNEE' Or ° EXISTING WINDOW O(ISTPIG wINOOw A\ WALL MOUNTING INSTALLATION — SECTION A ALTERNATIVE 2 W)0; HZ.< t /4• o , S LCN: LAG SCRTor., 0 C M,' 1 1,'2 M. PEN5 7 TD C ISTINC •+oOL HEADER $1 P1/4- W/ 1 LONG (TIP. 1/4" • 1 3' LONG LAC SCREWS 0 6' 0. C. W/ 1 1/2' 41n PENETRATION TO EXV5TI105 WOOD HEADER 1/4' • r3' S. S. S. W/ 1/2' • x 3/4' LONG NYLON BUSHING (TYR• TOP & BOTT04; w00D HEADER REQUIRED SEE SCHEDULE) (2) 1/ • r 1 1/T LAG SCREWS • 12' 0. C 2' x S OR 4' OR 5' : .125' Num. ANGLE (6063 -T6 ALLOY. Yin N .r; 0wt v4uc EM er_4Lo►rS wr NE.I•: ROD! N OCH T S'7 OR EO Jti TAN, 60 FLET A1;. E -D" K. SHL''TEF SPA: NE* 7" • r G 1. IC BE 5^JTNCTb: PIPE Nc. 2. SURr'A:M Lp• wm-I 1F S 4 4 C. w/ ` - °ECIf( OF 0.`5 roc NE• w'70i FFtNi i0NSTR& T1o1 •NariDs T) BE SOJTH =PT. nut_ No 2. w.' ScCCIF1C DENSITY OF 0.55 OR EOUAL 1/4'0.3' S S. s. 4 s. w/ 1/2 • . 1' LONG NYLON BUSHING. (Tip. TOP & BOTTOM) G) 1/4' - 20 5. S. BOLTS • A' 0. C. w /NLR • WASHER IN•1!1111111 ��� s —1 - 1/4' • x 2 3/4' S. S S. M. S.w /1 /2' •x1' LONG NYLON BUSHING. (TIP. TOP & BOTTOM) mom (SEE SCHEDULE) INSTALLATION DETAILS OI` EXISTING WOOD BUILDINGS EXISTING WINDOW (SEE SCHEDULE) ALTERNATIVE 3 / 14 . 3/4" 5. S. S M. S. • B 0. C. T x S . 1/13" (W.) 6063 -T5 Num. TUBE (Cont.) w/ (2) 1/4' 0 x S LAG SCREWS • EACH STUD (UDWIDTN OF STUD) AND w/ 2' Wm. PDERA2IDN INTO EXISTING STUD. \ ALTERNATIVE 1 r / WOOD 24 0 sITOUR t 14x 3/( s. s. Y. S • R Q C. II *11111111 M1-111 sold •. rnr: • .'• 1. • 14 . 1/2' S. 4 s • 6' • 14 1/4' 4-2C 5 5. o? 0 C. NUT & , 3/4" 5. 61. S. T T x T. T. 4'. 09 5' ■ .125 Num. N.G.£ (6063 -TE Nun N10r) 7 . • 1 (V.' 40[3 - r„ TUBE [Co•..i •, C I 4 • . C , SCRCW^ • U.'^ S"A Cu.* .:'.. Or AND •/ ifir •'D.GTP•n? •.' . E. iTT NEW P. T. 7 . 8' cont. •/ (2) 1/4 • . S L/+. SCPE'* • Dr STUD (uIENACTH Or STUD) AND w T Y. ^.. PCNETTJ.t?ON INTO EXISTING STJD. WALL MOUNTING INSTALLATION (OFFc .) N D 5 x S x .O9? OR r x 2 x 1/• Nun. TUBE POST X (Ty p. AT TOP �T) & BOTTOM SLABS) CO37 ern. u.so•: • if c c — L —�--1� t.001• © &©OR Ok OR O OR 1x2 xI /6 -7 ALUN. ANGLE (2 REQUIRED) 6063 - 7S ALLOY EDGE OF SLAB I I Ili / �i /� LOCKNC BOLT 3/5 • HOLE RWiuREC 112' 1 1/" o7 .+ OR DR t.` ' 0' 2 O i%4' . ? 3i 4 ' ~ � . 25 � Ai.r^• A7,.,._C (fA63 - 1E1 • 3/1 r l� ['■: Ri:f'S OR 14 . 3/4" S. N. S u 5 41 c" 0 C. „CONCRETE ANCHORS • 17 O. C. / (TOP t BOTTOM) OR TX.LIT TESTING ac ENGINEERING COURANT 65LL V rd. e1 l3M M71-1030 . w'• (�4671 -17J t �t66 WALTER A. T1LLR Jr. P E. FLOPIt1A Lk, 44 E7 r 11 1.00? OF ATTACHED TH UUE l S C O ONLY M w EN USING J LOCKER. .. 2 ATTACHED THR'J &QQ Ix/ 1 4' • -20 S. S. SI 'ALr. BOLL w/ 7/ WING NUT ONLY WHEN USING ) LOCKER. COULTER HURRICANE PRODUCTS CORP. 5521 N.W. 50.K Ave.. SAT P -5 HIALLAH GARDLNS. FLORIDA 33016 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 11 /r • Ilir OR 2' oR T . 7OR .125 OR 2 1 /4 a 7 ,3/e R 25Cf Alum. ANGLI (6063- 3/115 • ALUM. POP FSVETS OR 14 a 3/• S. M. S S. Y. S. AT Sr O. C. *# ONE SIDED SHUTTER: END CONNECTION DETAIL APPROVE' AS CCS: ?L Y ":= ,,:TF THE SOUTH FLO "iDA HIDING CODE DATC 19� PRODUCT CONTROL DIV!S:G1 - BUItDiNG-- CCOE—CEMPLiANCE OFFICE ACCEPTANCE NO. 94 `L . �/ DADE COUNTY POURED CONCRETE OP CONCRETE BLOC. WALL REQUIRED 3/11 c HOLE LOCKING BOLT SECTION D ; . .090' oR 2' x ( 6063 - TUBE 5 ALLOY) RIVETS OR f 14 x3 /4' S.M.S. 6 - 0. - C._(TyP (TOP & BOTTOM) OR (TOP & BOTTOM) cp../Rq?..)0 n'� 0. (A)C SECTION D -1 (TOP & BOTTOM) OR (TOP tr BOTTOM) * ** 1• . 1 . t /�' Cont. Alum. ANGLE (6063 -T6 ALLOY) J ) of (I<)00. n b;nou • - 3/1E • OR W I POP 4 RN -4' G. M. S. Ors..) 2 ANCHORS (.ACH ANGLE ** SECTI' ISOMETRIC (CORNER PO • -2 • S S 9' .TS S • 1 9/14111 & wASNEv OR / 1/4 , 7 3/4' D .25" yum / 1a . 3/4' S S 16063 - A:1011 Con. S M S• r O. C :ATE / 14 7 S. 5 S. • S. 1/7 J� ( Q 1YD r 1 BUSN , TOP ♦ B!•TOV) FOP Mm. .0 E !ISTINC v,NDOw . 3/4' S. S. 4.• O. C. NS LP Tot -r 1/2' FOR SPANS 4R*PN8' -r di 0 o & ALTERNATE 1/C •-20 s. S. BOLT • S 1.007 Min 0. C.w /NUM &MAHR OR / 14 x 3/4' S. M. 5. • 6 0. c. 2 1/4' x 7 3/4 x .250" Alum. ANGLE (6063 -T6 ALy0Y) Cont PING INSTALLATION (OFFSET) 11 OTTOM & TOP 2 1/4' x 7 3/4' Alan. 4LES MAY BE AB OP & BOTTOer /S REPLACED CONCRETE i:CTON B (SE SHEET 2 OF 8) FOR L00R /COUNG 1.40U141ING INSTALLATION. 1.007 M. 1 /4'ma7 S. M. S. Will • . 3/C LONG NYLON BUSHING (Tip. TOP & BOTTOM) / 14 z I/2� 5. 5. S. V_ S. 060. C. FOR SPANS UP TO 8' -r & • 3 1/7 FOR SPANS GREATER THAN 8' -r 1 fltEc. TILLJT TESTING ii ENGINEERING COMPANY E1 95 HP. ,e E �.30 j S ta. 717. VIR�GNN(GAK)ENS. 5 3310E 3 WALTER A. TOUR Jr. P. E. FLOP.IDt- Lic. 44167 x•. ACCORDION SHUTTER COULTER HURRICANE PRODUCTS CORP. 11821 N.W. BONN. A.... BAY P - MALIAN GARDLNS, FLORIDA 33016 xry. M PECS 1/21/•5 (511tEfd I tie /q5 1:413C1017104. I man : proTt R 1 AS COMPLYING .: T'' THE ri FLOR D,4 BUILDING CGJE iS vFJ�i. CONTROL D;'�.S OE; C: E CO::.FLIANCE. OFFICE hi1C NC. 0051117101. an DADE COUNTY SCALE 9/19/94 DATE g4 — 245 ()PAWING No SHEET 3 Or 5 i POUT ®CDT:CRE E 0 COW KETT BLOCK / Nu RI :To Ra POtPFD CONCRETE OR C. -RUE BLOCK WALL 610t.11 /ZED COQ: :PrI A)e •'' (Sr( / 14 . 'A. S A S 0 1~ L' C / 1 A . r S S S w S a.• + / %, 1 / :. • . I IOW. 1A: C J ' pr. B:'SNlhu (1y, . 1O & BJTTON ) ROAN - .I: KM \ / oc Co' :: B'' -o :• mu. RC. JILC t• • T OP y .roRs. 3' s 12 Alum. TUBE (6063 - T61 Cont. MS TING sir •000 PANEL EX ISTING 3/4' FU RR' N;, STRIP SEE SCHEDULE FOR MINIMUM 5 PARAT10N TO Dt61NC DOOR OR wi+00w EXISTING Sir WOOD PANEL COST DC 3/4 FURRING STRIP 1' x s OR x s0Rrxr ■ .125 Alum. net (6063 -16) Cont. CONCRETE SCHEDUL I/4 • . T 5. S S w.5- w /1 /T 3/4' LONG MrLON BJSNNC ( TOP 6 BOTT DIA) f 14x3 /4" 5. M. S. 017 0. C. * WALL MOUNTING INSTALLATION - SECTION Al * NOTE INSTALLATION ONLY VALID FOR MAXIMUM DES*T. PRESSURE RATING V 70 D. o. 1 MID MAXIMUM SPAN OF 64 POURED CON: OR CONCRETE WALL REOUIR ** INSTALLATION DETAILS I SLT SC“ETPJ SE PA?.•11ON ' 1 D` OP. 1 01 S. l'.' 1 FOR SP; R O 1 GR AL TR. WALL MOUN' - SECTION * * NOTE. 6 5 F u .. . y . C•. / 14 r s S. S. • 5 W/ yr • . r Lohc NYLON &JSNIN0 (Tn. TOF & BUTTON) II I I II EDGE OF SAP f APRU:AB -E G 14 ■ 3/4' S. S. S. N. S.•60.C. FOR SPANS UP TO 8'-C & • 3 112* FOR SPANS GREATER THAN 8' -6l EDGE OF SLAB F APPUCAaf INSTALLATION I ELEVATION I pc ,c� ( ?..0 4:I CON: V7 E.x• AN... R i SL.0 9 CONCRETE (SEE SC vi \I \ \ \ \ \\ 6 POURED CONCRETE OP CONCSE7E BLOCK WALL REDIJIRET Isla SCHEDULE FOR Wm I SEPARATION TO EXISTING DOOR OR WINDOW I 0 14 : 1/7 S. S. S. N. S. 0 6 0 C. IFOR SPANS UP TO e' -0' • • 3 1/7 FOP. SP ANS I GREATER THAN 6' - `' / / / / / /// / j r 7 7' ■I:IA..L r C[ l 7• r . 12r / Cr : '.! • 7 7/ 2S: AA (6(.63 -le ALLEY) 11 /t•■7S. S. S. u.S.a/1/7• 3/€ WIn W BUSHING (Typ TOF O BUTTON) ALTERNATE AL TERNATE LOOT Wn 7 ■SOR( ORS ■.126 OR 2 1/4' ■ 7 3/4 ■ .250' Alum. ANGLE (6063-16 ALLAY) )E) <C — — — SPAN APPnCVED AS COMPLYING '.V:TH THE N// ( SOUTH FLORIDA BI:ILDINC CODE �]� • rnU/ 19.5 DA, � � / � , If 4 BY M.- FRCDUC CONTROL DiV'.;i,DN EUILD;NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. qq - /- 0/ 1/4' • -2C S S BoLTS W /hf 6 *ASi1EA OR 0 1• • J /.' S. S. S. N S O E' D. C. / 14 a .T S. 5. S. N. 5. P/ 1/7 • a 1 1047 NYLON BUS7•NG (Ty TOP & BCTT • 14 ■ 3/4 S. S. s. N. S. • 6 0. C. FOR SPANS (P TO 8' -6 & • 3 1 /7 FOR SPANS GREATER THAN 8' -0' 1/e • 20 S S BOLT •60.c.w / NUT & r ABNER OR • 14 . 3/4 1 N. S. N. S.• o. C. WALL MOUNTING INSTALLATION (OFFSET) - SECTION C DADE COUNTY /1 TILUT TESTING t ENGINEERING COMPANY 6595 Nw 36th S.. Ste. 217 V0:.'.A GARS {N; F1 3!166 Phone (305)871 -t53C . fa. • (3]5)471 -157 WALTEF. A TILL(T Jr. P. E. FLOPIC LAC 44 167 ACCORDION SHUTTER COULTER HURRICANE PRODUCTS CORP. 86:1 N.W. 8CRh. Ave.. BAT P -S HIALEAH GARDENS. rLDRIOA 53016 •E` IC DOCt'rt1P pTi t• I 1 SPAC:04 a L. B. 0 1/21/95 T) rtll T /95 SCALE 9/19/94 DATE 94 - 245 DRAWMG No SHEET 2 Of ..J DO:NC r. co.lcpRE OR CO•IRCCE BLOCY w.,.; PCOU L \_OURED CONCRETE PCOURED \ \ \ \\‘ \ SEE SCHEDULE I FOP 104I14114 I SEPARATION TO EXISTING DOOR I OR WINDOW — — 7 / / / / f 14 r 1/7 S S. S. N. 5. • - N . C. G 0 / & 0 l /7�, • P 5 / GREATER 8 -0 / / / / / / / / / / / //, 4.4___2.000' - — -- - 3.000 e6•. co,.c•rn .•- •�O= ,CI s( HL.'JJ / f I. , S S S S V S I. t if t . 1' LON - N11.0t: BUSH'NC• ( TOF h ES)TTO1) / 5. u. s w /4/7 • • 3/4 LONG NYLON BUSHING (Tyt. 70P & BOTTWI) v///////' PER? OR CONCRETE BLOCK MALL REWIRED 4 °.-- COHCRETE HO (SEE SCH RS WALL MOUNTING INSTALLATION - SECTION A I F 14 3/4 S. s. S. 14. S. 031/7 0. C. 14t 3/4' S. S. S. N. S. • 6' 0 C. FOR SPANS UP T0 -0 &• 31/2' FOR SPANS GREATER THAN 8' -0 INSTALLATION DETAILS x2" c 1 /d Alum. ANGLE Cont. + 14 1/2' S. S. S. N. S. o. E. FOR SPANS UP TO B'-O' & 0 3 1/7 FOR SPANS GREATER - TITAN 8'• - C7 -- — 1/4'• c S S. S. .14.S. IV/ 1 /7• 3/4 G NYLON BUSHING (Trp T0D & BOTTOM) POOPED REOUI n , / II 1 \ \ \ \ \` 14 c 1 /7 S. 5 5. M. 5. •E 0. C. FOP. SPANS UP TO B • -0 &• 31/7 FOR SPANS GREATER TH/W 8 - rece SEE SCHIZO—Li FOR NWUUu SEPARAT10t, T(t EXISTING DOS' OP INIC[,OM C RETE ANC HORS EE SC HEDULE) CEILING & FLOOR MOUNTIN - SECTION B i `14.3/4" S. 5. s M. S. 0 6' 0.0 FOR SPANS UP TO EYE & • 3 1/7 FOR SPANS GREATER THAN 8' CONCRETE ANCHORS (SEE SCHEDULE) ALTERNATE FLOOR MOUNT. INSTALLAT. REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3/4" = 1" — SECTION B2 2.000' 3 . 00 r TYPIC )ETAIL O OF LOCKING PIN l.� 7.750 FRONT ELEVATION LOCKER # 2 180' STARTER 53 ADJUSTABLE SILL ADAPTOR rizT L r L,.DNJ�J SICE ELEVATION O INSIDE LOCKER # 1 COMPONENTS /1i trNC. TILLIR TESTING t ENGINEERING COMPANY 6595 N.W. 3801 51.. 5u. 217. 1IR(•1M GARDENS. FL 33 PN.9nI • (30,5)671 -1530 F•. (305)83 WALTER A T1LLTT Jr. 15 E. FLORIDA Lk. }t GENERAL NOTES: 1 ACCOPDCN SHUTTER HAS BED4 DOOMED N ACCORDANCE wR11 THE 0 COUNTY. 1994 EDITION OF THE SOUTH FIDRIDA BUILCINC COCS AJI 6 0 D. 1994 B IMPORTANCE P)WAFIC, FACTOR EDITION OF THE SOUTH FLORIDA ING RIDA BUILD/CT COOL COUNTY wiNp 60' O N E 5140 FOR A EXPOSURE U C TORRBULOINGS "Cr E FOR NEAR BUILDINGS HEIGHT CHT COMAE OR LESS TWw 60'-4. NON OCASAL 2014E 9940 LOADS DETERIaNED FOR EYPOSURE C. AS REOUIRID BY ASCE 7 -88. IMCT RESISTANT IN PA ACCOP.DANCE WITH ACCORDION ECTIOONS 315R ADEOV � PECTh 6 LY OF THE FATIGUE ABWE R 1CHRONED C O DE . KEN vow= 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PN SHALL BE f 14 . S. 410 -H1 MAN SERFS W / 135.0 bi YIELD POINT t 180.0 Ls1 161457.6 'TTRE4 TN. scams 5Wal BE CDATTO N 5000 SE16ES FLUOROPOLYMER COATINGS AS MANUFACTURED BY 9MTFORD Co, BOX 507. WEST CHESTER PA A 3. ALL µUYNUN EXTRUSIONS SHALL BE 6063 -76 A11.00 098.655 OTHERWISE NOTED 4. ALL SCREWS TO BE STINNLESS STEEL 304 OR 316 D WETS ALWNAIMN W,NOREl. 5. ALL µNINUN POP E15 TO BE 5052 ALUMNAAA 6. KOS TO 94194 ALLOY. GuYAN¢ED OR STARQ.F55 STEEL tuTTH 36 b1 20174- YIELD 7. ANCHORS 10 WALL 5Hµ1 BE AS FOLLOWS: (UNLESS OTHERRA5E NOTED) (A) T3 COSTING POURED CONCRETE: or T. W. RAMSEf WITH 1AI•NW ()rBEDMEM - 1 /C • . 1 TADCON NQ10RS. AS MA NUF PRO CONCRETE OF 1 I/4" - 1/4' • . 1 1 /4' OR I/4' • . T TMNDEANASS OR RAWL 2AIIAC 1411N4. AS MANUFACTURED BY UNEASY INDUSTRIES. INC A/C THE RAWL PLUG COMPANY. NC. RESPECTIVELY. - 1/4• • . 7 /8' STAR UNPIN ANCHORS a 10141 CFURED BF STAR EXPANSION. NOTES: ANCHORS 5Nµ1 ONLY BE USED FOR INSTALLATIONS A.1) 1 1/4' TIUNDERN9IS OR RAWL 7NAAC MAIN INTO EXPOSED CONCRETE WITH NO STUCCO OR S MUSK USE 2' 114AW16Y OE15 OR WACC FOR cAscs W1EN STUCCO EXISTS. A2) 7/0' TAMPN ANCHORS SHALL BE ENT1Rl1Y EM®OED INTO THE POURED CONCRETE. NO ENBEDMEM IRO STUCCO SMALL BE PWNRED. 1/4' •-20 SCREWS USED SWILL BE T WIC 1154!14 SHOULD STUOOO MST. A3) N CASE THAT PRECAST STONE. PRECAST BETE PANELS. OR PAVERS BE FOUND ON THE C0STNG Wµ1 OR FLOOR. *mom SHALL B 1L O r iOR 04044 THE NN ST RU N CTURE A.1). BEHIND 7 � AN040Ra MENTIONED N A.2). (B) TO E13S1NG CONCRETE BLOCK WALL 111 L T. W. RNNSET. - 1/4' ,4AW • . T TAPCON MCHOR5. AS MANUFACTURED - 1/4' • S TNUNOERNAIIS OR RAW_ ZAt44C 'MARC AS MANUFACTURED 61 UNBAST 94011511165. INC AND WE RAMC PLUG 0064PNNF. AC. RESFECTNFIT. - 1 /4' 0 X 7/E TAIWAN TAN moon. AS MANUFACTURED BY STAR EXPA16104. NETTS: TWADERRNALS AND 2AWC HAWN AN0N0115 INTO 114E B 1) 4848447.91 E14BE:OMDIT 0< 1XPCOH 5C9O . 00407.01E BLOCK UNIT SMALL BE WEDDED INTO THE CONLNETL BLDTJL UJIIT. B.2) 7/E TARN ANCHORS %A11 BE ENTIRELY ERM ED NO EMBEDMENT WS STUCCO �8E T LONG IAL8NW SNOLLD STUCCO tO UST AND 1/ •-20 S 00 94 SHALL 1 1/2" YNNMUM iOR WADS WR14 NO STUCCO' 8.3) 94 CASE THAT 7415(0ST STONE OR PREG T CONCRETE PANELS BE FOUND ON THE 0OSTNG PAUL, ANCHORS SMALL BE LOW ENOUGH TO READ THE WIN STRUCTURE BENNO SUCH PNIELSMICWJRH+E SHALL BE 1 1/4' 16N119AL FOR N4CNORtr` MENTIONED N B.1). t 7/60 FOR ANCH0R6 METN770160 N (C) ANCHORS SMALL 86 INSTALLED FOLLOWING ALL OF THE REcolaoarDATIoas *5(5 SPECITICATONS OF THE memoirs LANIFACTURER' (D) ANDiORAGE TO *DOD FRAME BUNGS (SEE SHEET S or 8) NOT COVERED N 1145 DRAWR6 SMALL BE ENGINEERED ON A JOB 81 -JOB BASIS •y THE SOUNDNESS OF nit STRUCTURE 8. IT 7 ALL SPUTTER 6R 70 0 ITC ATOCHED TO MITRE PROPER 944 R. BLADE ®. AND 111E *MOW= FOR COJTERMATES ®6:O. s STAGER Cam UNDER THE PATENT OF EASTE164 METALS 10. SHUTTER MANUFACTURERS STAIN SHALL BE PLACED ON THE EXPOSED SURFACE OF TIE FEMALE LOCK SLAT (COMPON04TRD). CAVING. LABEL 5Mµ1 READ AS FOLLOWS: ONE ABEL SHALL BE PLACED FOR EVERY ACCORDION 5NUT615' COULTER FIURRI0 46 PRODUCTS HIALEAH. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED. 11. EACH UNIT MUST BEAR A PERMANENT LABEL IN * VISIBLE PLACE VAIN A WARNING NOTE P4STRUCTNG THE TENANT OR NDM4E OWNER THAT ALL LOCXRdi PINS. AS WELL AS 80TH LOCKERS MUST BE PROPERLY INSTALLED & E0LTED OIURN0 PER1005 OF HURRICANE 1NRNNG. APPROVED AS COMPLYING W`TH THE SOUTH FLORIDA BUILDING CODE DAT ra(C.,k/ 10 BY PRODUC CONTROL DI`s S ON BUILDING CODE C�PL`A OFiCE ACCEPTANCE NC. _ I MY. .0 •CSCIr1■r LRCM 1 ADO MOTE ACCORDION SHUTTER COULTER HURRICANE PRODUCTS CORP. 9827 N. W. 80th. A••. BAT P - HIALEAH GARDENS. FLORIDA 330i6 6►Tc I r•. 1 • 1/10/991 5 2,8 Q) yt-�c C :C4.t.G..Z DADE COUNTY wsown>« oast SEALE 9/19/9 DATE 94 - 245 DRAWING No SHEET 1 OF 6 orms • ' 1 1.07e 1_ r 750' 1.93r 2 S ? Y3' 952. 1.1:2 I _ .1291. D87 9. no • Oir Do. • 9 � t y p, 2) ` 1.697 1.25 r . 7Sr 2.29r OA WALL HEADER 3.547 Bas' .610•9.. D1C'DP 503• 2 rip. 3) 1 N.125R , j 37t 831e �2.03t' 3.376 SILL DETAIL (H') MALE LOCK SLAT ..3D7 DETAIL "A" HEADER 2.212T ( 2 Clio. 2) II .414' 22.0' 087 ��1 50T ,y,' 111 ess 156 O SILL ADAPTOR © BLADE I rD99J L -__ L _ 1��.Se.TJ L-1387 3u 1361 995 .04re 7.137g 2035 4.905 111e 1. a .010' D9 Um 3) Q FEMALE LOCK SLAT © CEILING HEADER 2.oer Sr D. D. 3566 .01 DP ■ 9II 2.410' .125R. B nF' • (ire. 2) o RILL F. / I .186 Joel Pre. 2) 2.03C 3.376 ® ADJUSTABLE SILL DETAIL 2012 . 991 ser 1113' 47' tt l r' R D,, .58t c PLAN K) OUTSIDE 9 _