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SHUTTERSType Insp'n Permit No. Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (3-7 —D52 Time (J /&2, .2eo - c9// g A 1 - X19,5 Address 393 Nf'i'fSi Company l r-G 2' S 7` `ers Phone # 36r 822 .1 ge y For Inspector: Name Approved Correction Re- Insp'n Fee �te ��z�� Type Insp'n r�,, Permit No. � J P _2t' % " �l1 Name /M r c/fro.S Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date (i 7 -02 Time f9, r c P l4 S i7fers 36.c * 22 al 9 1 For Inspector: -g -02... Name Approved Correction Re- Insp'n Fee ❑ Page 2 IMPORTANT NOTICES I. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other govemmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STET O ", FL •i' IDA, COUNTY OF MIAMI -DADE SilNurr of Owner IttC Z— 6 Print Name Sworn to and subscribed before me this / / day of CJ 2 • S Si6ature of N Personally known 4 b - :rite of SEAL: 47/ MANU EL MANUEL A. UGALDE MY COMMISSION # CC 750100 4 . 0F 0 - EXPIRES: 07/20/2002 1-800-3-NOTARY Fla. Notary Services R. Bonding Co. OR, Produced Identification Type of Identification Produced: STATE OF FLO S Print Name Sworn to and subscnbed before me this Signature SEAL: Personally known PERMIT APPLICATION OUNTY OF MIAMI -DADE day of , ` a'1 /MANUE . UGALDE MY CO . ' 1SSION • CC 750100 7 /0/ O . PIRES:07/2A/2002 14004•NOTARY Pla: Nobly Swvka /t lading Co. OR, Produced Identification Type of Identification Produced: CONTRACTOR Name 3 C �/� �.ilit" , C/ l iQ License No. 00 g q ®o fir} v - Address f 1 tBpS klJ•t.t -9 .lc? Cr Business Telephone 3 D , _ 316,- _ ( ( et -�lo Fax c�'-'�n " Telephone 81,2 , Fax if ��� � Qualifier Name re L...0 A.) D , f PROPERTY OWNER Name N r F, r-c., b r, Qtµ ` Address .. 14 M,L. ctc S f Home Telephone ✓ -51. - 2 lc 1 Business Telephone 3 D , _ 316,- _ ( ( et -�lo Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior / Repair Alteration Interior ✓ Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: 34 L) E g S l Address C . Folio Number 0t3 S cc: _Lot Block Subdivision PB PG Zoning Current Use of Property Square Fe Proposed Use of Property f/( Value o Tenant Information Tax As.. Flood Zon PERMIT TYPE ( )/ Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. (l.P ( A (44. I (.102e'l City Apt. Description of Work A cGot2 N �tl� PERMIT APPLICATION a3 13s State Zip - - a 1 4 fl Base Floor Elev. ENGINEER Name License No. Address Telephone Fax KD 0 Miami Shores Village 10050 NE 2nd Avenue Printed: 4/29/02 Applicant: CRISTINA Owner: ABRAMS JOB ADDRESS: 343 NE 99 Contractor AIRCON SHUTTERS Local Phone: 305 - 822 - 2804 Parcel # 1132060135500 Building Permit Phone: 305 - 795 -2204 Permit Number: BP2002 -811 ABRAMS CRISTINA ST Contractor's Address: 343 NE 99 ST Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 18 & E1/2 LOT 17 BLK 40 Fees: Description Amount FEE2002 -2337 CCF $4.80 FEE2002 -2338 Building Fee $200.00 Total Fees: $204.80 Total Fees: $204.80 Total Receipts: $0.00 Permit Status: Work: ACCORDION SHUTTERS Approved AIRCON SHUTTERS, INC. 17805 NW 79TH COURT HIALEAH, FL 33015 Permit Expiration: Memo: PAY : .`Two Hundred Four and 80 /100 Dollars • TO THE • ORDER MIAMI SJHORES VILLAGE OF 10050 NE SECOND AVENUE MIAMI SHORES, FL 33138 10/21/02 Construction Value: $2,235.00 CITY NATIONAL BANK OF FLORIDA 6975 GALLOWAY ROAD MIAMI, FLORIDA 33173 63- 436/660 6 1130 Apr 26, 2002 * * * * * * ** *$204.80 ll'00 L L3011 1:066004 36 7n: 6003/56472v DATE CHECK NO. 1130 AMOUNT •inspection on herefor in strict compliance with all o .tions that may have been submitted to if the plans are changed without I sibility for a thorough knowledge of the : he assumes responsibility for work done pertaining thereto and in strict conformity )onisibility for all work done by either 285X69 28X69 19X63 19X52 343 ST T M!AMI SH 1LORIDA 33138 73X52 -=I .9 a e 19X52 LIVING AREA 584 sq ft 48X72 45X48 88X12 50X84 _ 50X82 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM 4 (0 -0/2 Date 1,1 o s� VI, Municipality 343 ►,) Job Address Aluminum World, Inc. 1767 West 37 Street #18 Hialeah, Fl 33012 Phone: (305) 825 -1355 / (305) 485 -3464 I Fax: (305) 825 -1356 We are the Dade County Notice of Acceptance Holder for the ASSA/Economy Accordion Shutter under Number 00 0327.06 and the 50mm Bertha Roll Shutter under Number 01 0522.01. d This letter authorizes l�l�0�17 ��rJ to use our ASSA/Economy Accordion Shutter approved under Number 00- 0327.06 at the above reference address. Sincerely, Aluminum World, Inc. Francisco Rosado, President ❑ This letter authorizes to use our 50mm Bertha Roll -Up Shutter approved under Number 01- 0522.01 at the above reference address. I) This form must accompany the application for building permit and shall become part of the permit documents. 2) The authorized signature must hear the raised corporate scal of the company holding the Dade County Notice of Acceptance. 0 M I A'M I -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Aluminum World, Inc. CONTRACTOR LICENSING SECTION 1767 W. 37 St. # 18 (305) 375 -2527 FAX (305) 375 -2558 Hialeah FL 33012 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 ASSA/Economy Accordion Shutter. under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00 0327.06 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:05 /10/2003 This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 05/10/2000 Internet mail address: postmaster ta�buildingcodeonline.com rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.cum MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Aluminum World. Inc. ACCEPTANCE No.: 00- 0327.06 APPROVED MAY 1 0 2000 EXPIRES MAY 1 0 2003 NOTICE OF ACCEPTANCE: SPECIFIC•CONDITIONS 1. SCOPE This approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 00 -58, titled '`ASSA /Economy Accordion Shutter ", prepared by Tilteco Inc., dated February 24, 2000, sheets 1 through 9 of 9, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the. proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. /4%7; d / 1/ (c --- Helmy AIVIakar, P.E.- Product Control Examiner Product Control Division 2 of Aluminum World. Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 00- 0327.06 MAY 1 0 2000 MAY 1 0 2003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE N Helmy A. Makar, P.E.- Product Control Examiner Product Control Division 3 of MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR /CEILING MTUNNG INSTALLATION TOP OR BOTTOM TTOM (TO CONCRETE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE .3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 9" 9" 9 " 9' 9' 4 1/2" 9" 9" 8• 9' 9' 7' 7' 7' 5' 9` 7` 5. FROM 61.9 TO 75.3 9 9 ' 8 1 /2" 9" 8' 2 1/2" 9' 9' 7• 9• 9' 4 1/2" 9- 7" 3" 9` 5 1/2' 4 1/2' FROM 75.4 TO 91.4 9" 9" 6• 9- 3" - 9 ' ' 7 1 2 / 1 2 / " , 91.5 TO FROM 9" 4 1/2' 4 1/2" 8" - - 9' 5 1/2 "5 1/2" FROM 120.1 TO 168.1 7 1/2 "4 1/2' - 2 1/2" - - 7" 5 1/2' - FROM 168.2 TO 226.3 4 1/2 "4 1/2' - 2" • 2 - - - 5 1/2 5 1/2 ' - MAXIMUM DESIGN LOAD 1N" (p.s.f.) MAXIMUM PANEL SPAN 1' ft.) MINIMUM SEPARATION 'S' TO CLASS (in.) • • •• • « •• 45.1 87.5 12' - 0' 13' -3" 4' 3' 2 1 /2" 47.8 70.1 12' -0' 13' -I" 4 3' 2 1/2' 49.0 71.1 12' -0 13' -0" 4' 3' 2 1/2' 50.5 71.4 12 " -0" 12' - 11• 4 3' 2 1/2' 52.0 71.5 12' -0' 12 " -10' 4' 3' 2 1/2' 52.4 72.9 12 " -0" 12' -10' 4 3' 2 1/2" 55.0 75.1 12' -0' 12 -7 4' 3' 2 1/2" 55.2 75.2 t2 " -0" 12' -7' 4 3' 2 1/2' 55.8 75.3 12' -0' 12' -8' 4' 3' 2 1/2" 57.2 77.0 12• -0° 12'-4" 4' 2 7/8 2 1/2" 58.8 77.5 12' - 0" 12' - 2' 4' 2 7/8" 2 3/8' 58.8 78.8 12' -0' 12' -2" 4' 2 7/8" 2 3/8" 59.5 80.7 12' -0' 12' -I' 4' 2 7/8' 2 3/8' 59.7 81.5 12• -0" 12' -1' 4' 2 7/8' 2 3/8' 81.5 82.5 11' -11' 11• -11' 4' 2 3/4' 2 3/8' 81.8 83.4 11' - 10' 11' - 10' 4' 2 3/4' 1 81.9 86.2 1,1' -10' 11 " -10' 4' 2 3/4' 2 3/8" 63.4 88.7 - 11 - -S' 11' -9' 4' 2 3/4" 2 3/8' 83.8 86.e 11' -8" 11' -8' 4' 2 3/4" 2 3/8" 83.7 88.5 11 " -8" 11' -8" 4' 2 3/4' 2 1/4' 88.9 4 11' -5' 11' -5" 4' 2 3/4 " 2 1/4' 87.0 ! 11 • -5" 11' -5' 4' 2 3/4' 2 1/4' MAXIMUM DESIGN LOAD 'W' (p.s.f.) MAXIMUM PANEL SPAN 1' (n.) MINIMUM SEPARATION "S' TO GLASS (in.) • • q •• • •• 8' -0" 87.5 11' -4' 11' -4' 7 4' 2 1 /2" 2' 70.1 11' -2' 11' -2" 2 1/2' 4' 2 1/2' 7' -8' 71.1 I1' -1" 11' -1" 130.9 4' 2 1/2' 2 1/2' 71.4 11'-0' t 1'-0' 7•_7- 4' 2 1/2' 134.3 71.5 11' -0' 11'-0' 2' 4' 2 1/2' 7' -4' 72.9 10' -11' 10' -11' 7' -3' 4' 2 1/2" 2' 75.1 10' -9' 10' -9' 2 1/2' 4' 2 1/2" 7-0' 75.2 10' -9' 10' -9" 143.5 4' 2 1/2' 2 1/2' 75.3 10' -9' I 0' -9' 6 " -10' 4' 2 1/2" 148.4 77.0 10' - 8" 10' - 6' 2' 4' 2 1/2" 6' -6' 77.5 10' -7" 10' -7" 6• - 6' 4' 2 3/8' 2' 78.8 10' -6' 10' -6' 2 1/2' 4' 2 3/8" 6'_4' 80.7 10' -5" 10' -5" 157.8 4' 2 3/8' 2 1/2 81.5 10' -4' 10' -4" 6' -2" 4' 2 3/8' 181.7 82.5 10' -3' 10" -3' 2' 4' 2 3/8' 6'_1- 83.4 10' -3' 10' -3" 4' 2 3/8" • 86.2 10' -0' 10' -0' 3 1/2" 2 3/8" 88.7 10' -0" 10' -0' 3 1/2" 2 3/8' 86.e to•-o' 1o' -0' 3 1/2' 2 3/8" 88.5 9' -11" 9' -11' 3 1/2' 2 1/4' 90.3 9' -10" 9• -10" 3 1/2 2 1/4' 90.8 9' -10" 9' -10' 3 1/2' 2 1/4' MAXIMUM OESICN LOAD Iv' (p.s.f.) MAXIMUM PANEL SPAN 'L' (ft.) MINIMUM SEPARATION 'S' TO CLASS (In.) • •• • •• 125.3 8' -0' 8' -0" 2 1/2' 2' 125.8 7 7' - 11' 2 1/2" 2' 128.7 7' -11' 7' -11' 2 1/2' 2' 129.6 7' -8' 7' -6" 2 1/2' 2' 130.9 7-8' 7 -8' 2 1/2' 2' 131.6 7- 7•_7- 2 1/2' 2• 134.3 7' -5' 7' -5" 2 1/2' 2' 138.2 7' -4' 7' -4' 2 1/2" 2' 137.9 7' -3' 7 -3" 2 1/2" 2' 140.7 7-1- 7'_1• 2 1/2' 2' 142.8 7-0' 7 2 1/2' 2' . 143.5 8' -11' 8' -11' 2 1/2' 2' 147.0 8' -10' 6 " -10' 2 1/2' 2' 148.4 6'_9" 6'_9" 2 1/2' 2' 152.8 8' -8' 6' -6' 2 1/2' 2' 153.1 6• - 6' 6' - 6' 2 1/2" 2' 156.8 6'_4" 6' -4- 2 1/2' 2 - 157.5 6'_4' 8•_ 2 1/2' 2. 157.8 8' - 4" 6' -4' 2 1/2 2' 160.6 8' -2' 6' -2" 2 1/2" 2" 181.7 8' -2" 6' -2- 2 1/2' - 2' 164.4 6' -1" 6'_1- 2 1/2" 2. MAXIMUM DESIGN LOAD 'Mr (p.s.f.) MAXIMUM PANEL SPAN "1." (N.) MINIMUM SEPARATION '5" TO GLASS (In.) ' '• -- • •• 91.4 9' -g' 9' -9' 3 1/2' 2 1/4' 92.7 9' -8" 9' -8' 3 1 /2" 2 1/4' 93.8 9' -8" 9' -6" 3 1/2' 2 1/4' 94.8 g' -7' 9' -7' 3 1/2" 2 1/4' 98.8 9' -8' 9' -8" 3 1/2' 2 1/4' 98.8 9' -8" 9' -6' 3 1/2 2 1/8' 97.7 9' -5' 9' -5' 3 1/2" 2 1/8" 100.5 g' -4" 9• -4" 3 1/2' 2 1/8" 101.5 9' -3' 9' -3' 3 1/2' 2 1/8' 1:13.7 9' -2' 9' -2" 3 1/2' 2 1 /8" 108.5 9' -0" 9' -0" 2 1/2' 2 1/8' 108.6 8' -11' 8• -11' 2 1/2' 2 1/8' 110.8 8' -11" 8' -11' 2 1/2" 2 1/8" 111.0 8' - 10' 8•-10" 2 1/2 2' 114.1 8' -9' 8• -9• 2 1/2' 2 ' 116.5 6' -7" 8• -7" 2 1/2" 2' 118.9 8 " -6' 8' -6" 2 1/2" 2' 117.8 8' -8' 8' -8" 2 1/2" 2' 119.7 8 " -4' 8' -4' 2 1/2" 2 120.0 8' -4" 8•-4" 2 1/2' 2' 121.2 8' -3" 8' -3' 2 1/2" 2' 122.5 6' -2' 8' -2" 2 1/2' 2' MAXIMUM DESIGN LOAD 1N' (p.s.f.) MAXIMUM PANEL SPAN - L" (ft.) MINIMUM SEPARATION 'S" TO CLASS (in.) ' '• -- • •• 165.2 6' -0" 6' -0' 2 1/2' 2- 188.1 S' -11' 5' -11' 2 1/2' 2" 163.7 5 " -11' 5' -11' 2 1/2' 2' 170.0 5 -10' 5 -10" 2 1/2' 2' 175.8 5' -8' 5' -8" 2 1/2' 2" 178.8 5 -8' 5' -8" 2 1/2' 2' 180.3 5' - 6' 5' - 8' 2 1/2' 2' 168.0 5' -4" 5' -4' 2 1/2' 2' 195.2 5' -1" 5' -1' 2 1/2' 2' 197.2 5' -1' 5' -1' 2 1/2' 2- 199.1 5' -0' 5' -0" 2 1/2' 2" 204.7 4' -11" 4• -11' 2 1/2' 2' 211.3 4' -g" 4' -9' ' 2 1/2' 2 - 218.9 4' -7' 4' -7" 2 1/2" 2' 221.8 4'-6" 4' -8" 2 1/2' 2- 226.3 4' -5" 4' -5' 2 1/2' 2' SHUTTER SPAN "L' (ft.) MINIMUM SEPARATION "S' (in.) LESS OR EQUAL THAN 9' -0" 2 1/2" > 9' -0" TO 10' -0" 3 1/2' > 10 " -0" TO 12 " -0" 4" ACTUAL E. 0.= EDGE DISTANCE FACTOR 2 1/2' .75 2" .50 (VALID FOR SECTIONS 8 81% D2 do C1 ON SHEET 3 OF 9). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. MAXIMUM DESIGN PRESSURE RATING "W" (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS B', 81', 82' & C1' ON SHEET 3 OF 9). + USE TAPCON ANCHORS. ZAMAC NAIUN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.s.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.s.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. 0. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. 0. FOR RAWL CALK - IN ANCHORS IS 2 1/2'). TAPCON OR RAWL CALK - IN ZAMAC NAIUN UP TO 75.3 p.e.f. ANCHOR TAPCON OR RAWL CALK -IN > 75.3 p.s.f. TO 226.3 p.a.f. LEGENDS VALID FOR UP TO 3' -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5' -0' OR LESS. (2) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' TO 8'- 6 ". (3) I1.4(3 X. ANCHOR SPCC. VAUD FOR SPANS GREATER THAN 8' -6" TO Max. ALLOWED. /1 TINT TESTING & ENGINEERING COMPANY 6106 N.W. 300,. A. Sta. 217. V1Ra14A C O6. F1.01604 33164 P1 '.. (306)67, -1130 . F•.: (300171-1631 WALTER A. TILIJT Jr.. P. E. FLORIOA Uc. 44167 ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD INC. (ASSA IF 167) 1767 W. 37° STREET 118 HIALEAN. FL 33012 UV. la doll 0.10 NV. 0. 6oMITION 0A11 AS SHOWN SCALE 2/24/00 DATE 00 - 58 DRAWING No SHEET 9 Of 9 ,V _J. _• _ AL_ - - -- -- - - Mb. . .. TABLE 1: MINIMUM SEPARATION "S' BETWEEN CLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN "L ". FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ABOVE GRADE OF A GIVEN BUILDING. 30' -0' ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION "S" TO BE MEASURED AS INDICATED ON SECTION D, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -O' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTH FLOR I• BUILDING CODE DAT �.r. O 000 BY_ /YAW li PP.ODUCT C TRUL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.QC 3 .Z27-L y MIAMI -DADE COUNTY MAXIMUM DESIGN LOAD "W' (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) FLOOR/COUNG MOUNTING 1 NG INSTALLATION TOP OR BOTTOM (TO CONCRETE) TE) NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 NOTE 1 NOTE 2 NOTE 3 FROM 45.1 TO 61.8 9' 9' 2 1/2" 9 9' 9" 4 1/2 " 9 " 9• 8" 9" 9' 2 1/2' 7' 7" 7" 5" 9' 7' 5' FROM 61.9 TO 75.3 9" 9' 8 1/2' 9' 8' 2 I/2" 9' 9" 7' 9' 9' 4 1/2" 9' 7' 3" 9" 5 1/2' 4 1/2' FROM 75.4 TO 91.4 9 • 9' 11' -4' 6' 9' 3' - 9" 9 7 1 / 2" 1 2 " / FROM 91.5 TO 120.0 9" 4 1/2' 4 1/2" 8' - - 9" 5 1/2 "5 1/2" FROM 120.1 TO 168.1 7 1/2'4 1 2' / 4' - 2 1 2" / - - 7' 5 1/2' - FROM 168.2 TO 226.3 4 1/2'4 1/2" 2 1/8" - 2' • - - 5 1/2'5 1/2" - MAXIMUM DESIGN LOAD 1M' (p.s.f.) MAXIMUM PANEL SPAN 1." (ft.) MINIMUM SEPARATION "S' TO GLASS (In.) • •• • - •• 45.1 12' -0' 13' -0" 4' 2 1/2" 47.8 12' -0" 12' -8' 4' 2 1/2" 49.0 12' -0" 12' -6" 4' 2 1/2' 50.5 t 2' -0" 12 -4' 4' 2 1/2' 52.0 12 -0' 12' -2 4' 2 1/2" 52.4 12 -0" 12' -1" 4" 2 1/2" 55.0 11' -10" 11' -10' 4' 2 1/4" 55.2 11' -10" 11' -10' 4" 2 1/4" 55.6 11' -4' 11 " -9' 4' 2 1/4' 57.2 11' -4' 11' -7' 4" 2 1/4° !8.6 11' -4' 11' -5" 4' 2 1/4" 58.8 11' -4' 11' -5' 4' 2 1/4' 59.5 11' -4" 11' -4" 4' 2 1/4" 59.7 11' -4" 11 -4" 4' 2 1 /8" 81.5 11' -2' 11' -2" 4' 2 1 /8" 61.8 11' -1" 11' -1' 4' 2 1/8" 81.9 11 -1" 11 -1' 4' 2 1/8" 63.4 I1' -0' 11' -0' 4" 2 1/8" 83.8 ! 11' -0" 11' -0' 4' 2 1/8" 83.7 11' -0' 11' -0' 4' 2 1/8' 88.9 10 - 8" 10 - 8" 4" 2' 87.0 _ 10 " - e" 10' - 8" 4' 2• MAXIMUM DESIGN LOAD "W (p.s.f.) MAXIMUM PANEL SPAN 'L' (n.) MINIMUM SEPARATION "S" TO CLASS (in.) • •• • - •• 67.5 10' - 8" 10' -8" 4: 2' 70.1 10' -6' 10' -6' 4' 2' 71.1 10 -5" 10' -5' 4' 2' 71.4 10' -4' 10' -4' 4" 2' 71.5 10' -4' 10' -4' 4' 2' 72.9 10' -3' 10' -3' 4' 2' 75.1 10' -1' 10' -1' 4' 2' 75.2 10' -1' 10' -1' 4' 2• 75.3 10' -1' 10' -1' 4' 2• 77.0 l0' - 0" 10' - 0" 3 1/2' 2- 77.5 9' -11" 9' -11• 3 1/2" 2' 78.8 9' -10" 9•-10' 3 1/2" 2' 80.7 9' -9" 9' -9 3 1/2" 2' 81.5 9 -8' 9•-8" 3 1/2" 2• 82.5 9' -8" 9' - e• 3 1/2' 2• 83.4 9' - 7' 9' - 7' 3 1/2' 2" 88.2 9' -5' 9' -5' 3 1/2' 2• 56.7 9' -5' 9' -5' 3 1/2' 2' 86.8 9' -5" 9 -5' 3 1/2" 2' 88.5 9' - 4" 9' - 4' 3 1/2" 2' 90.3 9' -3" 9' -3" 3 1/2' 2' 90.5 9' - 2" 9' -2' 3 1/2' 2• MAXIMUM DESIGN LOAD 14' (p.s.f.) MAXIMUM PANEL SPAN 'L' (fl.) MINIMUM SEPARATION 'S' TO CLASS (in.) • •• • - •• 91.4 125.3 7' -7' 7' - 7" 2 7/8" 2' 125.8 7' -6' 7' -6" 2 7/8' 2' 126.7 7' -6• 7' -6' 2 7/8" 2' 129.8 7' -4 7' -4" 2 7/8" 2' 130.9 7 -3' 7' -3 2 7 /8" 2' 131.6 7' -2' 7' -2" 2 7/8' 2' 134.3 7' -1" 7' -1' 2 7/8' 2" 138.2 6' -11' 6' -11" 2 7/8" 2' 137.9 6' - 10" 6' - 10" 2 7/8" 2' 140.7 6'-9" 6' -9" 2 7/8' 2" 142.8 6' -7' 6' -7' 2 7/8' 2'• 143.5 6' -7' 8' -7' 2 7/8" 2' 147.0 e' - 5" 6' -5' 2 7/8' 2' 148.4 6' -4' 8' - 4' 2 7/8" 2' 152.8 , 6' -2' 8' -2" 2 7/8' 2' 153.1 6' -2" 6' -2" 2 7/8' 2• 158.8 6' -0" 6' -0" 2 7/8' 2• 157.5 6' -0" ' 6' -0" 2 7/8' 2' • 157.8 6' -o' 8' -0" 2 7/8' 2" 160.8 5' - 11' 5' - 11' 2 7/8' 2' 181.7 5' -10' 5' -10' 2 7/8" 2' 164.4 5' -9' 5' -9' 2 7/8" 2' • MAXIMUM DESIGN LOAD "W (p.s.f.) MAXIMUM PANEL SPAN V (ft.) MINIMUM SEPARATION "S' TO GLASS (In.) • •• • - •• 91.4 9' -2" 9' -2" .3 1/2" 2' 92.7 9' -1 9' -1" 3 1/2' 2" 93.8 9' -0• g• -0• 2 7/8" 2 . 94.8 9' -0' g•_0" 2 7/8" 2 " 98.8 8' -11' 8' -11' 2 7/8" 2' 98.8 8' -I1' 8' -t t" 2 7/8" 2' 97.7 8' -10" 8' -10• 2 7/8' 2' 100.3 8•_9• 8' -9• 2 7/8• 2 . 101.5 8' -8' 6' -8' 2 7/8" 2' 103.7 8' -7" 5' -7' 2 7/8' 2' 106.5 8' -8" 8' -O-' 2 7/8" 2" 108.8 8' -5' 8 " -5' 2 7/8" 2' 110.6 8' - 4" 1E 2 7/8" 2' 111.0 8' -4" 6' -4' 2 7/8" 2" 114.1 8' -2" 6' -2' 2 7/8' 2' 118 5 8' -2" 5' -2' 2 7/8" 2• 116.9 r -l" W -1• 2 7/8" 2" 117.6 8' -1' 8' -1" S 7/8" 2' 119.7 8' -0" 8' -0' 2 7/8' _ 120.0 8' -0" 8' -0' 2 7/8" 2' 121.2 7' -10" 7' -10" 2 7/8' ;1" 722.5 T -9' 7' -9" 2 7/8' 2' MAXIMUM DESIGN LOAD 'W (p.a.f.) MAXIMUM PANEL SPAN 'L' (It.) MINIMUM SEPARATION 'S" TO CLASS (In.) 2 7/8" > 9' -0" TO 10' -0" 3 185.2 S' - 9' •_g• 2 7/8" 2' 188.1 5' -8" 5'_8• 2 7/8" 2' 168.7 5' -7" S•-T 2 7/8" 2' 170.0 5' -7" 5 2 7/8" 2' 175.8 5' -5' 5'-5' 2 7/8' 2' 178.6 5• -4' 5' -4' 2 7/5" 2• 180.3 5' -3" 5•_3• 2 7/8" 2' 188.0 5' - 0' 5•_0• 2 7/8" 2" 195.2 4' -10" 4•_10" 2 7/6' 2' 197.2 4' -10" 4•_10' 2 7/8' 2' 199.1 4' -9' 4•_ g• 2 7/8" 2' 204.7 4' -7" 4•_7' 2 7/8' 2' 211.3 4' -6" c•_6• 2 7/8" 7. 218.9 4' -4' 4' - 4" 2 7/8" 2' 221.6 4' -3" 4•_3• 2 7/8" 2 I 228.3 4' -2" 4 2• 2 7/8' 2' SHUTTER SPAN 1" (ft.) MINIMUM SEPARATION "S" (in.) LESS OR EQUAL THAN 9' -0" 2 7/8" > 9' -0" TO 10' -0" 3 1/2" > 10' -0' TO 12' -0' 4" ACTUAL E. D.= EDGE DISTANCE FACTOR 2 1/2' .75 2" .50 VALID FOR UP TO 3 -0" MAXIMUM SPAN. ANCHOR SPACING LEGEND (1) Max. ANCHOR SPCG. VALID FOR SPANS OF 5' -0" OR LESS. (2) Max. ANCHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0" TO 8' -6". (3) Max. ANCHOR SPCC. VAUD FOR SPANS GREATER THAN 8' -6" TO Max. ALLOWED. EDGE OF 2 ANCHORS REQUIRED EACH END S = ANCHOR SPACING GIVEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USED W/TRACK 'A" (TOP & BOTTOM) SHALL BE INSTALLED LI,tf S. STAGGERED AT Mos. SPACINGS INDICATED ON SCHE IL ECO INC TILLJT TESTINQ ! ENOINEERINO COMPANY 6562 N.V. 36U. St., S. 217, WKNN W10CM, ILLF60A 33166 P*•n• : (30)071 -1530 . fm : (300)671 -1311 WALTER A. TILLIT Jr.. P. E. FLORIDA Ue. 1 44167 ASSA / ECONOMY ACCORDION' SHUTTER ALUMINUM WORLD INC. (ASSA / 167) 1767 W. 37" STREET / 18 HIALEAH, FL 33012 6f It. xs OUCVn011 0616 ssti. W 0616 AS SHOWN SCALE 2/24/00 DATE 00 - 58 ORAWING No SHEET 8 OF 9 OCIICNOMON MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + (VAUD FOR SECTIONS A, Al, B, B 1 , 82, C & C 1 ON SHEET 2 OF 9). ( V A L I D FOR SECTIONS A, A 1 , B, B ; , 82, C & C 1 OW SHEt I Z U 2-r - NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE ;SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 - 88 CRITERIA FOR A LIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY OUAUFY AND NEED NOT TO BE CHECKED. + USE TAPCON ANCHORS, ZAMAC NA(UN & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS UP TO 75.3 p.a.f. USE ONLY TAPCON ANCHORS & RAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER THAN 75.3 p.a.f. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE. FOR E. D. LESS THAN 3', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. 0. FOR RAWL CALK -IN ANCHORS IS 2 1/2"). TAPCON OR RAWL CALK -IN ZAMAC NAIUN TAPCON OR RAWL CALK -IN UP TO 75.3 p.s.l. > 75.3 p.a.f. TO 226.3 p.s.f. ANCHOR LEGENDS 3' Max. _.._ >♦ ...� -- __-- w AIL ,.,A„lt1 ►6, Ylku ll_. •ri x.1 Al Is_ >c_[• r"IN111 r TABLE 1: MINIMUM SEPARATION "S" BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN "L ", FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' - ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER. SEPARATION 'S" TO BE MEASURED AS INDICATED ON SECTION D. SHEET 4 OF 9. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •• FOR SHUTTERS INSTALLED ABOVE 30' -O" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE O 2000 UY _� PRODUCT CO. ROL DIVIS:ON BUILUUIG CODE COMPLIANCE OFFICE ACCEPTANCE NU 00 - 0 3 2- 77' OL MIAMI -DADE COUNTY arm an En 4 OW MOIL m / I IuI.III*IiI.lrl 1 111 �•= = .A1 TFRWTTATI Y Alum. POP R 0 e 0. C. AT THIS LOCATION. r.,•-•- CLASS OF CA C WINOOw OR 5. C. 0. 1/4- 0 1 1 0 LAG SCREWS 8' 0. C. ALTERNATNELY TO CONNECTION AT TOP UP. USE #10 • 3/4- S. S. S. M. S. OR 3/16' Alum. POP RNETS O 6' 0. C. AT THIS LOCATION. GLASS OF DOTING WINDOW OR 9. C. 0. / 14 ■ 3/4- S. 5. 5. IL S. • era. C. ALTERNATIVE 1 ALTERNATIVE 2 S 10 . 3/4' S. S. . AI. S. OR 3/18" Alum. POP MATS 0 6 0. C. 1/4. 0-20 S. 5. 60113 • 12' 0. C. 0/ NUT k WASHER 4 10 x 3' S. M. S. / 3/6' • x 7/8 LONG NYLON BUSHING. (Typ. BOTTOM). - 2' . 3' 011 4' 011 5 • a .12 5' Num. ANGLE (6013 -T6 ALLOY. NEW P. T. 2' ■ 6 Cent. (2) 1/4' • • 5' LAG SCREWS • EACH STUD (YIOwim OF STUD) AND w/ 2 ►en. PQIETRA1ION INTO SMO 10.3 4' S. S. S. M. S R318'• Alum. POP RIVETS 0 _ 6' 0. C.- 111111111 11 ■ _ 11111 U4HUIIIrIrI , 1gIM14r �'. • r . •r •r -® 1. 1/4. 0 -20 3. 5. BOLTS 0 12 0. C. w/ NUT k wASNER 2 'a3 OR4.OR5'a.125- Mum. ANGLE (6063 -06 MW!. ' 1 h 1- a 4- . 1/6' (Nn.) 6063 -T5 Mum. TUBE (ConL) w/ (2) 1/4' • ■ 5 LAC SCREWS 0 EACH STUD (MIONIDTH OF 51110) AND w/ 2' YIn. PETETRATION INTO DOSING STUD. R 10 . 3/e 5. S. � S. IL S. OR 3/16 /Alum. POP RIVETS 0 8'0.C. FOOR© ' +� V / 0 s. 7/ 4. LONG NYLON BUSHING. (Typ. BOTTOM). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' SCALE: 3/4' = 1' / 10 3 ./4' S. S. 5. M. 5. OR 3/16' 0 Mum. POP RIVETS 0 6 O. C. • 14 a 3/4' 5. 3. 5. Y. 5. O 6' 0. C. / 10.3.5.5. 5. I.5.W3 /e•• ■ 56'1 o N11.O$ 8U94NG (Typ.) 10 . 3/4' S. S. S. N. 5. OR 3/16' • Alum. POP RNETS 0 6' 0. C. \ ALTERNATIVELY TO CONNECTION AT TOP UP. USE •10 a 3/4- S. 5. 5. W. S. OR /16' Alum. POP RIVETS 0 8' 0. C. AT THIS LOCATION. ---SEE SCHEDULE -•• FOR MN. SEPARATION •5• TO GLASS OF DOTING WINOO• ORS. C. D. 4 I1 1• . 4• . 1/8' (Yin.) 6063 -T5 Murn. TUBE w/ (2) 5/16' r • 4' LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT YIOWIDTH OF FISTING •000 YEYBER (2 I11n. NOMINAL WOT */ 2' UM. PENETRAUO . 10 1 3' S. S. 5. Y. 3. W/ 3 /e • . 5 /e• LON NYLON BUSHING. (Typ. G TOP). OORO • 10 a3'S. W/ 3/8' • . 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). // 10 a3 /4'S.S. M. S. OR 3/16' 0 Alurn. POP RNETS08' 2' a 6' WOOD DECK REQUIRED CEILING & FLOOR MOUNTING INSTALLATION - SECTION 86 SCALE: 3/4' = 1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS /1 r 1 i NC.\ TILUT TESTING & ENGINEERING COMPANY 4565 kW. 30*. X. 141 217, MOM. WM& FLORIDA .5.1164 w...: (355)1171 -1520 . Fe : (301071 -1531 WALTER A. MITT Jr.. P. E. FLORIDA Lie. f 44167 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.s.f. AND 9' -0' Mos. SHUTTER SPAN. 2. NEW 2' :. 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF .155. 3. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS T: BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY 0' 0.55 OR EQUAL .n..5 0[1rarrlar APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE /0 2 c o DAT BY PRODUCT CO TROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCLPTANCE NO 00- 03 2-7. oG ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD INC. (ASSA • 167) 1767 W. 37 STREET • 18 HIALEAH. FL 33012 0412 an. 0. MIAMI -DADE COUNTY 0441 AS SHOWN SCALE 2/24/00 DATE 00 - 58 ORAWINO No SHEET 7 OF 9 0 4 1 1 II II II u GLASS OF EXISTING WINDOW OR S. G. D. 1 /4'•x3 "LONG LAC SCREWS 0 9' 0. C. W/ 1 1/2' Mln. PENETRATION TO EXISTING W000 HEADER. W // 1 3/8 3 • x 5/8' LONG NYLON BUSHING. (Typ. TOP). WALL MOUNTING INSTALLATION - SECTION Al SCALE 3/4' - 1' 10x3'S.S. S. 11. S. W/ 3/8' • • s /e' LONG NYLON BUSHING. (Typ.) R - 01P■P / n I�ISI • 111 111114Q WOOD 24 0. REOUi w •r TT 'S' SCHEDULE FOR MINIMUM SEPARATION --•-! O GLASS OF EXISTING WINDOW OR S. G. D. ALTERNATIVE 1 1/4' • x 1 1/2' LAG SCREWS 0 6 0. C. NEW P. T. 2 • 6' Coll EACH STUD (I M DW10 OF STUD) AND W/ 2' Ian. PENETRATION INTO STUD NOTES; 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.x.f. AND 9' - 0' Mos. SHUTTER SPAN. 2. NEW 2' a 6' P. T. TO BE SOUTHERN PINE No. 2. SURFACED DRY WITH 19 2 M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL POOR 10 x 3' 5. 5. S. M. 5. NYL B U S HING. / ( Typ. B0 rtoN). R ®oR EXISTING WOOD BUILDINGS W000 HEADER REQUIRED SEE SCHEDULE FOR IJIM"JM SEPARATION '5' TO GLASS OF EXISTING WINDOW OR S. G. 0. 1 / 4 '• x3'LONG LAC SCREWS 08' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING WOOD HEADER. 0 III 1111k111111. Mil, 0 • U■141111II.IIIIIIII' t:' :,IlfsG :: +wow.•. - .�- Il IU Iq .0 1114l ; i&NIM= ALTERNATIVE 2 / 14 x 3/4' S. S. 5. M. S_05'0.C. P 10 x 3' S. S. S. W- W1 3/8' • x 5/8' LONG NYLON BUSHING. (Typ. TOP). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 SCALE: 3/4' ax 1' II U R ® S. ®ORC / 10x3' S. S. 14. S. W/ 3/8' 0 • 5/8' LONG NYLON USHING. (Typ.) v OR © / 10 x 3' S. S. S. M. S. W/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). 1' • 4' x 1 /e (Erin.) 6063 -11 Alum. TUBE (Cont.) W/ (2) 1/4' 0 x 5' LAC SCREWS • EACH STUD (MID'MOTH OF STUD) AND W/ 2' Mks. PENETRATION INTO EXISTING STUD. 1. -1� IL E C O INC. TILITT TESTING & ENGINEERING COMPANY add 0.1. 360 0._ Mo. 217. 11ROIOI WOO& r1.010M .13114 Phone : (305)071 -I*. . fo : (303)1 71 -I31I WALTER A DLITT Jr.. P. E. FLORIDA L;c- / 44167 0h. NO 01ICa/Tq W000 HEADER REQUIRED --SEE SCHEDULE FOR MINIMUM SEPARATION '5'-- TO GLASS OF EXISTING WINDOW OR S. G. 0. 1/4' • x 4' LONG LAC SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING W000 HEADER ALTERNATIVE 3 1' x 2' x 1/8' (Mtn.) 6161.,12 A1GY / 10 • 3' S. S. 5. M. S. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ. TOP). WOOD HEADER REQUIRED •SEE SCHEDULE FOR MINIMUM SEPARATION 'S' -- TO GLASS OF EXISTING WINDOW OR S. C. D. ALTERNATIVE 4 APPROVED AS COMPLYING WITH THE NEW P. T. 2' x 4' Coro. W/ 1/4' • x 5' LONG LAG SCREWS 0 6' 0. C. W/ 1 1 /2' Min. PENETRATION TO EXISTING W000 ' ADER. • • x 5/8 M. S. LONG NYLON BUSHING. (Typ. TOP). SOUTH FLORI1 BUILDING CODE DATE_ _, AO} 2- 000 • BY PRODUCT Cl 'Ilk DIV:S.O'i BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. _00 - 03 2 F • O ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD INC. (ASSA / 167) 1787 W. 37 STREET /18 HIALE/H, FL 33012 GTI OIr. M 3 Qxcxr1xw ®OR (g OR / 10 x 3' 5. S. S. M. S. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ.) Cont. EOUAL TO ALTERNATIVE 2 ®OR ®OR 10 x3'S.S. 5. M. S. W/ 3/8' • x 5/8' LONG NYLON BUSHING. (Typ.) Cont. EOUAL TO ALTERNATIVE 1 O OR © O OR © MIAMI -DADE COUNTY AS SHOWN SCALE 2/24/00 DATE 00 - 58 DRAWING No SHEET 6 Or 9 TJN. I ALLAI1%JIN VG IHI LiJTN EXISTING WOOD BUILDINGS NOTES; 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH DESIGN LOAD UP TO 75.3 p.•.f. AND 9 -0' Mox. SHUTTER SPAN. 2. NEW 2• x 6' P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL 1/4' • 1 3' LONG LAO SCREWS 0 0' 0. C. W 1 1/2" Min. PENETRATION TO WOOD HEADER 2' a 3' OR 4 OR S' a 125' Mum. ANGLE (6063 -T8 ALLOY. 1Da S. S. M. S. W/ 3 /e' • ■ 5 /e' LONG NYLON BUSHING. (Typ. TOP). T Yin. I 1/4' 0-20 S. S. BOLTS • 12'0. C.W/ NUT & WASHER 0000 HEADER REQURED SEE SCHEDULE FEN MINIMUM SEPARATION '5 TO GLASS OF EXISTING WINDOW OR S. C. D. (2) 1/4' • a 1 1/2' LAC SCREWS O 9' 0. C. II II it II II 11 _a v I I I& All I r 111231 0 i : NiEl■ •01.1.1.01.1,1.,.1.14: ��.� I. t.WiY \IaYYr:. •afa�a�__ • I11d1111d1p1111UUU ►111110111 ° 1111111111 / 10 a 1/2' S. S. S. M. S. O 0' O. C. Lg 2 4.(1 t0•3'5.3. S. M. S. 0/ 3 /e 0 1 3/0' LONG NYLON BUSHING. (Typ.) 0 3R© CLASS OF EXISTING WINDOW ORS.C.0. l/4' • • 1 I/2' LAG SCREWS O e' 0. C. ALTERNATIVE 2 CLASS OF OOSTNG WINDOW 0R S. G. 0. 5. W 14 . a 1/ se. 01 S. 3 00 . BETWEETN LAG SCREWS 1/4 0 -20 S. S. BOLTS 0 12' 0. C. 0/ NUT & WASHER ■ 111111111111I1111�0114 1W011L' 11i 000D 114U5SES OR RAFTER 0 24' D. C. REQUIRED 10 ■ 3/4' S. S. S. M. S •e' 0.C. r13 OR 4' OR 5' a .125' Mum. ANGLE (6083 -Te ALLOY. NEW P. T. 2' 1 e Cant. (2) I/4' • f 5' LAG SCREWS 0 EACH STUD (MIDWIIH OF SN0) ANO W/ 2' Min. PENETRATION INTO STUD 10 it 3' S. M. S. W/ 3/8' • a 7/6' LONG NYLON GUSHING. (Typ. BOTTOM). 1 10 a 1 /2'S.5. S. M. 5. 0 r 0. C. CEILING & FLOOR MOUNTING INSTALLATION - SECTION B / 10 a r 5. S. S. M. S. 0/ 3 /e • • 7/0' LONG NYLON BUSHING. (Typ. BOTTOM). .500' / 14 a3 /4'S.S. S. M. S 0 8' 0. C. / 10 ars.s. S. M. S. 0 /3 /e' • a 5 /e' LONG NYLON BUSHING (Typ.) R A - SEE SCHEDULE--r FOR MN. SEPARATION 'S' TO CLASS OF EXISTING WINDOW OR S.G.0. 8 GLASS OF DUSTING WINDOW OR S. C. 0. / 14 1 3/4' S. S PW -".0.•0 0.0. 1 Awl 0--04- 0 ALTERNATIVE 4 II II II II 1' a 4' a 1 /e• lulu.) 6063 -T5 Mum. TUBE W/ (S 5/1e• TO EACH CRAFTER OR TRUSS. LOCATE SCREWS AT MIDWIOTH OF EXISTING 0000 MEMBER (2' Min. NOMINAL WIDTH w/ 2' Min. PENETRATION. / 10 a 3' S. A S. M. S. 0/ 3 /e' • a 5/8' LONG NYiCN susses:. (Typ. TOP). O OR © d s / 10 a M LING NYLON BUSHING. 03 a (Typ. BOTTOM). / 10a3/4'S.S. S. M. S. 0 8' 0. C. 2' a 0' WOOD OEOC REQUIRED / 10 1 1/2' S. S. S. M. S. 0 8' 0. C. �I .SOD• ---. .250' Min. NNW 21 / /.% /" %/I / //// 0 soni 041 W/ 1/4' • a 1 1/2' LAC SCREWS 08 0. C. / 10a3'S.S. S. M. S. w /3/8' • • 5 /e' LONG NYLON BUSHING (Typ.) 000 24 0 REOU C. ED D 0 i •a ; $ / 10.3' s. M. s. 2 W/ 3/8' • a 7 /e' LONG NYLON BUSHING. � (Typ. BOT� iOM / 10 a 3/4' S. S. S. M. S. 0 8 . 0.0. 1/4' 0-20 S. S. BOLTS 0120.C. W/ NUT k WASHER -2' a 3' OR 4' 0R 3 a 125' Alum. ANGLE (6003 -TO ALLOY. 1' a 4' • 1/8' (Inn.) 8063 -T5 Alum. TUBE (Cont.) W/ (2) 1/4' • ■ 5' LAG SCREWS 0 EACH STUD (MID0OTH OF STUD) AND W/ 2' Min. PENETRATION OUSTING N INTO STING STUD. NEW 2' ■ 0' P. T. Cont WOOD PLATE W/ (2) 5/16' • • 0' LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIOWIDIH OF DIVING W000 MEMBER (2' Min. NOMINAL WIDTH) W/ 2' Mn. PENETRATION. / 10 . 3' S. S. S. M. S. W/ 3 /e' • a 5 /e' LONG NYLON BUSHING. (Ty p. TOP). OR © CEILING MOUNTING INSTALLATION - SECTION 81 NOTE : SECTIONS B at 01 CAN BE COMBINED AS APPUCABLE. APPROVED AS COMPLYING WITH TtIE SOUTH FLORIDA BUILDING CODE /O / .2 006 DATE_ `L•- i BY PRODUCT COI ROL DIV!S.ON BUiIDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ©� - L 9 O G MIAMI -DADE COUNTY ALTERNATIVE 1 1 S. M. S. 0/ 3 /e' 0 • 7/0' LONG 4A'LON BU NG. (Typ. BOTTOM). NEW P. T. 2' a e cant (2) 1/4' • • 5' LAC SCREWS 0 EACH STUD (14130O14 OF STUD) AND W/ 1' MINA PENETRATION PRO 51110 ALTERNATIVE 3 1' a 4' a 1 /e' Mk) 110113 -15 Alum. TUBE (Cont.) W/ (2) 1/4' • f 5' LAG SCREWS 0 EACH MO (100•11D1H OF STUD) AND 0/ 1' Han. PENETRATION INTO COSTING STUD. WALL MOUNTING INSTALLATION (OFFSET) - SECTION A /1 itIio ,. \ TILL Y TESTING & ENOINEERINO COMPANY 2321 Am. NA 7 S 1 11 VNpia* . AIDOQ. .13144 Room WALTER A TILLTI Jr.. P. E FLORIDA Uc. / 44167 ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD INC. (ASSA / 167) 1767 W. 37' STREET 118 HIALEAH. FL 33012 AS SHOWN SCALE 2/24/00 DATE 00 - -58 DRAWINO No SHEET 5 OF 9 443. f0 1 • tx awnoa tar. 1 • CONCRETE ANCHORS • 0 E 0. C. POURED CNOCRETE OR CONCRETE BLOCK WALL REQUIRED 2'a 2' x.125" OR 3' a 3' • .090' ALUMINUM TUBE (50a3 —T5 ALLOY) RNETS 3/16' OR .POP 4 3/4' S. M. S. O 6' 0. C. (Typ.) ** SECTION E SCALE: 3/4" — 1' 2' a 2' x.:125 OR 3' 3'a .090' ALUMINUM TUBE (6083 —T5 ALLOY) 3/16' • Mum. POP RIVETS OR / 14 x 3/4' S. M. S. • 5' 0. C. (Typ.) 3/8' • HOLE FOR LOCKING BOLT 1' x 1" a .125' Cont. AI .•n ANGLE (6083 —T8 ALLOY) 0 (ALTERNATE TO 0 ) * — 1/ ITT " Rego 4! Rego n y, 1' a 1' x .125' Cont. Mum. ANGLE (6063 —T6 ALLOY) SECTION D NOTE : SEE NOTES ON LOCKS ON THIS SHEET, VALID ALSO FOR SECTION Et AND ONE SIDED SHUTTER. SCALE: 3/4' - 1 CONCRETE ANCHORS O 9' 0. C. O OR©. ®OR Y1 ®OR ®OROOROOROB 1k * (4) 3 1 8' • Mum. POP R OR / 14 x 3/4' S. M. 5. (Typ ) 2 ANCHORS EACH ANGLE © &©oRO & 0 c ®W00R©OR J CONCRETE ANCHORS 2 000' 09' 0. C. ISOMETRIC (Typ. AT TOP (CORNER POST) & eorroM SLABS) air • 11Q2 FOR 1000110 • .T 1.000' 114///11// REQUIRED 1 1/2' x 1 1/2' OR 1 1/2' x 2' OR 2' 2' OR 2' 3' OR 2' x 4' OR 2' it 5' x .125' ALUMINUM ANGLE (6063 -18 ALLOY) / 14 x 3)4' 5. M. S. OR 3/18 0 ALUMINUM POP RIVETS 09' 0. C. 2' a 2' x .125' OR 3' x 3' a .090' Mum. TUBE POST a 2" x .125' a TUBES' SIZE Murr. ANGLE 2 REQUIRED) (6063 - AIL0Y) EDGE OF SLAB POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 1/2' x 1 1/2' OR 1 /2 s 2' OR • 2' x2 OR 2 x 3'OR 2' a 4' OR 2' x 5' x .125' ALUMINUM ANGLE (6063 —T6 AU. Y) / 14 x 3)4' S. M. S. OR 3/16 0 ALUMINUM POP RIVETS 0 9' 0. C. 0 It OOROIR 0 O • O OR ®OR ®OR® OR POURED COOCRETE OR ..,,...,, et/P. CONCRETE ANCHORS 0 9' 0. C. / 14 x3 /4' S. M. S. OR 3/16' 0 ALUMINUM POP RNETS 0 9 0. C. ALTERNATE CLOSURE DETAIL W/ SCALE: 3/4' ■ 1' SCALE 3/4' ■ 1' WO MOTFS' f1N LOGICS R - voTUMmU. Amu FOR Puny' SPANS GREATER THAN 6' - 0', FOR INSTALLATIONS ABOVE 30 FED F SHUTTER ELEVATION OCKER B u j SHNl BE ( TTACHED B TO�I INSIDE d BY MEANS OF 2 THUMB SCREWS ONLY IN USNC LOCKER. Qurn� LOCKER J MAY BE SED AS AN INSIDE LOCKER IF ATTACHED TO (}� &(I) W/ 1/4' 0 -20 a 1' LONG S. S. THREADED BOLT W/ 1/4' 0 - 20 a / 6 . 1NTT R? ALL T10 Y THREADED ALUMINUM RNNUT. SEE INSTALL!. N OETML ON TH IS SHEET. OUTSIDE LOCKER ( J� SHALL BE ATTACHED THRU (F� & IQ W/ 1/4' 0 -20 S. S. SIDEWAUC BOLT W 7/6' WING NUT OR W/ 1/4" 0 -20 x 1 LONG S. S. THREADED BOLT W/ 1/4' 0 -20 • 5 /5' INTERNALLY THREADED ALUMINUM RNNUT. SEE INSTALLATION DETAIL ON THIS SHEET. a). FOR INSTALLATIONS WITHIN THE FIRST 30 FEET ELEVATION OF BUJ DING MEASURED AT BOTTOM OF SHUTTER AND IN ADDITION TO ERHER (I OR JJ USED LOCKERS, A REGULAR T LOCK MAY BE USED FOR SECURI PURPOSES AT ANY DESIRED LOCATION OF CENTERMATE ONSIDE OR OUTSIDE). WHEN USED INSIDE, MINIMUM SEPARATION TO CLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CRTICM). b). FOR INSTALLATIONS ABOVE 30 FEET ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER AND SHUTTER SP UP TO 8' —O', ONE 1 LOCK MAY BE USED IN UEU OF LOCKERS (19 OR JUAT MIDSPAN OF CENTERMATE FACING OUTSIDE OR NSIDE. WHEN USED INSIDE, MINIMUM SEPARATION TO CLASS SHALL ALSO BE VERIFIED FROM INC TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION 0 (WHICHEVER IS MORE CRITICAL). 0 (ALTERNATE TO O ) SECTION D1 (MULTIPLE SHUTTERS) SCALE: 3/4' Mum. RNNUT t (Typ.) (OUTSIDE) NYLON SCREW HEAD ALTERNATE USE OF JO LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER © © (D O OR ®OR OCR@ ORO t: SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PMT II 0620, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EOUAL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ BY 4/ PRODUCT CUT: 02000 OL DIV:S :ON BUItD71C CODE COMPLIANCE OFFICE ACCEPTANCE NO. 690- 03 2 9•04" MIAMI —DADE COUNTY 1 1 I . I •a ' J L_, (ALTERNATE 10 O ) * SECTION El SCALE: 3/4' - 1' 0 (ALTERNATE 10O)* SCALE: 3/4' — i• 1 * r LL/ 3/8' • HOLE FOR LOCKING BOLT ONE SIDED SHUTTER: END CONNECTION 1�D�ETAIL V / 1ifli NC.\ TILLJT TESTING & ENOINEERINO COMPANY MOO a.. 31 C St. Jae a. 2 1 : ( A 1 ruL Oa 331u WALTER A. TIUJT Jr., P. E. FLORIDA Lie. / 44167 ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD INC. 1767 W . )7 STREET /18 HIALEAH. FL 33012 NV. b 2 saa►T1Oa 0422 1xv. T 01CJY710r OA([ AS SHOWN SCALE 2/24/00 DATE 00 — 58 DRAWING No SHEET 4 OF 9 / 10 ■ 3. 3. 3. S.Y. S. W/3/8" . 5/e LONG POLON Bu3HINC S M. 5O 5. 316O 60. C. ALTERNATIVELY TO CONNECTION AT TOP UP. USE 10 . 3/4' §. S. S. Y. S. OR /18 • Num. POP RATS 0 6 0. C. AT THIS LOCATION. POURED CONC9ETE REQUIRED - SEE SC DIRE FOR MINMUN SEPARATION S' TO GLASS OF COSMIC MOOS OR S. G. 0. - CONCRETE ANCHOR (SEE SCHEDULE) coNCRETE ANCHORS E. 0. II II II II II u ////////74// / / /// REQUIRED ©k ©OR®k ► ► ► ► ► O ® °R ® TYPICAL ELEVATION N. T. s. /1 itE NC.\ TILlTT TESTING & ENGINEERING COMPANY 0013. Alt. 300► A. MA. 21T. WOW NORM MINI Tens : (300)071 -1170 . fo : (30S)O71-1331 WALTER A. TAUT Jr.. P. E. FLORIDA Uc. [ 44167 ASSA / ECONOMY ACCORDION SHUTTER ALUMINUM WORLD INC. 1787 W. (ASSA 7 'STR ?18 HIALEAH. FL 33012 ■h. M DIK+IB/nO. OAR ..v. NA $ 0111131101110: OA R AS SHOWN SCALE 2/24/00 DATE 00 - 58 DRAWING No SHEET, 3 OF 9 EDGE OF SLAB IF APPLICABLE O OR CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' SCALE: 3/4' = 1" 10. 3' 3. 3. 3. Y. 3. NYLaN 3/8' BUSHIHC. (Typ. TOP). 3. .S. W S S Y 3/8' 0 a 7/6' LONG NYLON BUSHING. (Pip. sorrow Alum, S Y. P OP R RNETS 0 00.C. EWE OF SEAR IF APPUCABLE 10.3/4 Y. S. OR 3t1_11 0 Alum. POP RNUS 0 6' 0. C. ALTERNATIVELY TO CONNECTION A TOP LIP, S. M. 5 OR33/18 S. Num. POP RIMS 0 8' 0. C. AT THIS LOCATION. POURED CONCRETE REQUIRED - l k I 1/4' 0 -20 S. 5. S. M. S. /FULL PENETRATION INTO RAWL CAUC-IN ANCHOR (SEE SCHEDULE). INSTALLATION DETAILS OR ® OR ®OR ®ORO O SEE NOTES ON LOCKS ON SHEET 4 OF 9 FOR LOCK REQUIREMENTS E. D.. EDGE DISTANCE (SEE SCHEDULE ON SHEET 9 OF 9) -0 POURED CONCRETE REQUIRED O OR © 14 it 3//4 S. S. S. Y. S. • 8' 0. C. 1' K 2' ■ .125' Alum. ANGLE ConL (8063 -T6 ALLOY) 1/4' 0 -20 S. S. 5. M. 5. W/FUU. PENETRATION INTO RAWL CAUC-IN ANCHOR (SEE SCHEDULE). 5/8' HOLE TO INSERT SCREW THRU SILL INTO ANCHOR REMOVABLE INSTALLATION) OVER WITH NYLON CAP. 10:3' S. S. 5. M. S. 0/ 3/8' 0 >< 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). t0134'5. 5. Y. S. OR 3 16 Alum. POP R S� O 0 6' 0. C. EDGE OF SLAB IF APPUCABLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 131' SCALE: 3/4" = 1" / / // /7, 3.J 1.000' -2.000 4.000' MM (SEE CO SE S SCHEDULE) u M. p OR 3 18 0 RIVVS S S. 0 8' 0. C. ALTERNATIVELY TO CONNECTION AT TOP UP. USE /10134' 5. S. S. M. S. OR3/16' 0 Alum. POP RIVETS 0 6' 0. C. AT THIS LOCATION. CONCRETE ANCHORS (SEE SCHEDULE) � i77T/77 POURED CONCRETE s � OR CONCRETE BLOCK WALL REGIME') \ REGIME') ._TERNATE WALL MOUNTING !NSTALLATION (OFFSET) - SECTION C1' SCALE: 3/4' = 1' REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 82' SCALE: 3/4" = 1" 1 10 a .3' S.S. S. M .5. W/ 3/8' 0 0 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). S. S. M. 5. OR Num. POP 1118 O O 80. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPUCABLE 1 /4' 0 -20 S S. BOLTS W /NUT k WASHER 0 12' 0. C. 2' i 3' OR 4. OR 5 ..125' ALUMINUM ANGLE O W /13/8 0 r /6' M. 5. LONG NYLON BUSHING. (Typ. BOTTOM). 10 a J 4' S 5 s. M. S. R3118 Alum POP RIIVVEETTS 0 08 1 0. c. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ ' �_ / 2000 BY PRODUCT C0t OL DIVISION DUILDiNG CODE COMPLIANCE OFFICE ACCEPTANCE NO 04'' 0,3 2 .? -0y MIAMI -DADE COUNTY # 10 1 /2'S.S. S. M. S. 0 8' 0. C. POURED CONCRETE R EQUIRED - n POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ' 11 , �,. ( sOE EDL" n] t Iu x ]. ]. (SEE SCHET)tt� �` S. M. S. W/ 3/8' • t - _ -- a .JA 1 l1ML ON `SEE SCHEDULE 1 FOR MINIMUM SEPARATON TO CUSS OF IDOSTINC WINDOW I ORS. c. o. 0/3/8 to ■ 5/8' LONG NYLON BUSHING (Typ.) WALL MOUNTING INSTALLATION - SECTION A SCALE: 3/8" = 1' %//////////J 117 � U 10 x 3' S. S. S. M. S. W/ 3/8' • x 7/8' LONG NYLON BUSHING. (Typ. BOTTOM). CONCRETE ANCHORS (SEE SCHEDULE) / 10 x 3' S. S. S. M. S. 41 W/ 3/8 • x 7/8' LONG st NYLON BUSHING. (Typ. BOTTOM). ii / 10 x 3/4' S. S. S. M. S. 0 8' 0. C. 7/7/ EDGE E OF SLAB ordi 1/4" 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE). REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION 81 SCALE: 3/8" = 1' 5/8" HOLE TO INSERT SCREW THRU SILL INTO ANCHOR (REMOVABLE INSTALLATION) COVER WITH NYLON CAP. L N\\\\\\\\\ / 10 x 3' S. 5. 5. M. S. W/3/8' • ■ 5/8' LONG NYLON BUSHING (Typ.) POURED CONCRETE REQUIRED v / / / / // / /// POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED C POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) • CONCRETE ANCHORS # 10 x 3• S. S. 5. M. 5. r- (SEE SCHEDULE) W 1 t LS . - < 1.• it G L---SEE SCHEDULE MINIMUM SEPARATION SEPARATION 'S' TO GLASS OF EXISTING WINDOW OR 5. C. 0. (SEE SScHcDULE) CONCRETE ANCHORS (SEE SCHEDULE) 1 10 1/r s. 5. 5. M. 5. • 8' 0. C. DR # 10x3"S.5 W/ 3/8 0 x NYLON BUSHING. WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8 = 1" FC i el h g 2' x 3' DR 4' OR 5 x .125' ALUMINUM ANGLE WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1 SCALE: 3/8" = 1" • �. / 10x 3 . S.5. 5, M. S. W/3/8' • r 5/8' LONG NYLON BUSHING (Typ.) 10 S. x1/2' --I--� S. 5. M.S. 0 6' 0. C. POURED CONCRETE RCOUIRC: OR © SEE SCHEDULE FOR MINIMUM SEPARATION '5' TO CLASS OF EXISTING WINDOW OR S. G. 0. 14x3/4 S. S. S. M. S. / 6 0. C. x 2' x .125' Alum. ANGLE Cont. (6083 -16 ALLOY) //% S. M. S. 7/8 LONG (Typ. BOTTOM). POURED CONCRETE REQUIRED P1 Y - SECTION 8 SCALE: 3/8" :" INSTALLATION DETAILS - SECTION 82 1 10 x 3' S. 5. S. M. S. W/ 3/8' • • 7/8' LONG NYLON BUSHINC. (Typ. BOTTOM). 10 x 3/4' S. S. S. N. S. • 8' 0. C. 4.000' Min. COw qrT( ANCHORS 1/4' 0-20 S. S. BOLTS ONCRETE ANCHORS 9p1E0UlE) W/ NUT & WASHER !cry crurn n cl 2R 4' __c _4_ 11 0_C EDGE OF SLAB IF APPUCABLE POURED CONCRETE REQUIRED 11 I. 10 a 3' S. S. M, s. w/ 113/8' • x LONG NYLON BUSHING. I I (Typ. TOP). 11 11 U O OR© / 10 x 3' S. S. W/ 3/8' 0 x /8' LONG NYLON BUSHING. (Typ. BOTTOM). �a 0 s o N al 10 3/4' S. S. 5. M. 5. 0 6' 0. C. //// EDGE OF SLAB iF APPUCABLE CONCRETE ANCHOR •"- 1.500' �--- -£ 0.� (SEE SCHEDULE) CEILING & FLOOR MOUNT. INSTALLAT. / IL ECO I N C . T1WT TESTING & ENGINEERING COMPANY 0300 NM. 31111. !l 9b. 117. 011CINN wood. fLDgW 31111 v..".: (30)01 -1110 . rm : (300071 -1171 WALTER A TIUJT Jr., P. E. FLORIDA Lie. 44167 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ©OR© Fg P r,\ \ \ \ \N - SEC T iON C 1 1/4' 0 -20 S. S. S. M. S. W /FULL PENETRATION INTO RAWL CALK -IN ANCHOR (SEE SCHEDULE) STUART. FLORIDA REMOVABLE FLOOR MOUNTING INSTALLATION SCALE: 3/8" = 1" ALTERNATE 1 S / M C s. 3" / 3 / S. 8• 1 x 5/8" LONG NYLON BUSHING (T p.) LSEE SCHEDULE F Min. 1 SEPARATION "S' TO 1 GLASS OF EXISTING WINDOW OR S. G. 0. 117! CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE) WALL 11 MOUNTING INSTALLATION (OFFSET) 2' x 3. OR 4' OR 5' x 125' ALUMINUM ANGLE ALTERNATE 10 x 3' S. S. S. M. S. W/ 3/8" 0 x 7/8" LONG NYLON BUSHING. (Typ. 801101A). + 10 x 3/4" S. S. S. M. S. OR 3/16' • Mum. POP RIVETS 0 6' 0. C. ALTERNATIVELY ANGLE CAN BE LOCATED AT FRONT USING THE SAME SPECS AS SHOWN FOR REAR INSTALLATION. EDGE OF SLAB IF APPUCABLE 1 0 x 3' S. S. S. M. S. w/ 3/8" 0 x E 7/8" LONG 1.000. Min NYL ^N BUSHING. (Typ. BOTTOM). 1/4' • -20 S. S. BOLTS W /NUT & WASHER 0 12' 0. C. SCALE: 3/8" E. 0. • EDGE DISTANCE SHEET OF 9) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE /0 0 200 BY PRODUCT CONTROL DIV:S:ON BUILDING CODE COMPLIANCE Off ICI ACCEPTANCE NO (2e - 0 3 Z 9 ' O ALUMINUM WORLD INC. (ASSA / 167) 1767 W. 37 STREET /18 HIALEAH. FL 33012 ASSA / ECONOMY ACCORDION SHUTTER Kr. 11. 113 It .7 S 5. M. S. W/ 3 /5 0 x 5/8" LONG NYLON BUSHING. (Typ. TOP)J / = 1 MIAMI -DADE COUNTY 0113 AS SHOWN SCALE 2/24/00 DATE OR © r k • o a 0 N p. 00 - 58 DRAWING No SHEET 2 OF 2 ' 4 4 .062" p L Ty 879 1.196'- 1 4.000' 0.8 DA HEADER -WALL MOUNT. e & AO SILL -WALL MOUNT. (INVERTED USE) SCALE: 3/8" = 1" 3.2W 3.55• I--- 2.048' �Sr .� C 1 T 644 t 3.023 © SILL SCALE: 3/8" = 1" © 180' STARTER SCALE: 3/8' T. 1" 2.873" ►- 1.588" .907' •.531 • •.655' .915' .270 : . 0T' 1 7: I _L 0 QH MALE LOCK SLAT SCALE: 3/8" = 1" .1I0 "- o 3.234 711' ' 1..- _2.048' 475' 1 . - .t 3.025' .082' Typ. © SILL SCALE: 3/8" = 1` .549' 3.058" .275" - SCALE: 3/8" = 1" 3.812" FOR 49 2.812' FOR gl .312 - .e79 :1 2.000• .124" HEADERS -WALL MOUNT. SCALE: 3/8" .062' .452' .582" ® 90' STARTER SCALE: 3/8" - 1' 2.276 I 2.n6 2.033 4.350" = 1" 10 FEMALE LOCK SLAT SCALE: 3/8" = 1" © SILL BOTTOM ADAP TER SCALE: 3/8" = 1" 9. PLAN .155' .031" .062" Typ. • :125" I sb l fJ 2.750' !---- - .340' - r- -2.o2e - .� L .312J .473 - i 1 78• QF LOUVER BLADE SCALE: 3/8 " - 1" 2.000' -'1 J HEADERS -WALL MOUNT. SCALE: 3/8" = 1" .298" .0.030'5 - 1 `§ 1 L-- 2.750" FRONT ELEVATION JO OUTSIDE LOCKER # 1 SCALE: 3/8" = 1 " c 3- @ HEADER CEILING MOUNT. SCALE: 3/8" = 1" 1 -- 3.155 " �1 SILL BOTTOM ADAPTER ALE: 3/8" = 1/4' • - :) S S. THU1ABSCT• Q LOCKING PIN SCALE: 3/8' - 1• 12' Min. FOR UP TO 9' -0" SHUTTER BLADE LENGTHS AND 24' Mtn. FOR SHUTTER BLADE LENGTHS GREATER THAN 9 " -0 ". 879" 15841 1.37 L .124 - 2.000' _4A 082 Typ. 3.750' PLAN I 1 c .125" 4 r . L1.000"J SIDE ELEVATION INSIDE LOCKER # 2 SCALE: 3/8' = 1' L;ENERAL NOTES: ...e nrna ,■ _LCCnonlucr 'AMA TIAF _OLEIC BASK WIND SPEED. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT ANO FATIGUE RESISTANCE HIS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 2315 & 2314 RESPECTIVELY OF THE ABOVE MENTIONED CODE 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE 1 10 r 3 ". 410 -HT MINIMUM SERIES W/ 135.0 km; YIELD POINT & 180 kW TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYUER COATINGS AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESTER PA. 19381. .3. AU. ALUMINUM DITRUSIONS SHALL BE 8083 -T8 ALLOY (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 SERIES W/ 50 kW YIELD POINT MO 90 kill TENSILE STRENGTH. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 8. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL MTH 35 kilt MINIMUM MINIMUM YIELD POINT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE - 1/4" • TAPCON ANCHCVS, AS MANUFACTURED BY I.T.W. RAMSET OR ELCO INDUSTRIES. INC. - 1/4" • RAWL ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY THE RAWL PLUG COMPANY. INC. - 1/4" • a 7/8" BAWL CAU( -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY. INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4'. MINIMUM EMBEDMENT OF RAWL ZAMAC MUM IS 1 1/2' A.2) 7/8" RAM. CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT • INTO STUCCO SHALL BE PERMITTED. 1/4" 9-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FC::::D ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHAIJ. BE AS INDICATED CA NOTES A.1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: - 1/4" • TAPCON ANCHORS AS MANUFACTURED BY I.T.W. RAMSET OR ELCO INDUSTRIES. INC. - 1/4" • RAWL ZAMAC NAIUN ANCHORS AS MANUFACTURED THE RAWL LUG COMPANY, INC. - 1/4" • a 7/B" RAWL CAUL -IN AS MANUFACTURED BY Di( RAWX. PLUG COMPANY, INC. NOTE B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND RAWL ZAMAC NAILIN ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4•. 9.2) 7/8" RAWL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK U:4IT. NO EMBEDMENT INTO STUCCO SHALL BE PFRMITTEO. 1/4' • -20 SCREWS USED SNAIL BE 1 1/7" LONG UINIMUL: S:IOULD STUCCO 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOU,:O ON THE EXISTING WALL, ANCHORS SHAD 4E LONG ENOUGH TO REACH THE MNN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE HALL BE AS INDICATED ON ".OYES 13.1) & 8.2) ABOVE. • (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. • 8. BLADE ®. M0 THE KNUCKLES FOR CENTERIIATES ® do Q, & THE STARTERS ® & ® ARE UNDER THE PATENT OF EASTERN METALS. 9. IT SHALL BE THE RESPON_21ILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. 10. SHUTTER'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXP0SE0 SURFACE OF THE FEMALE LOCK SLAT (COMPONENT J. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: H ALUMINUM IALE/N. FL WORLD INC. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE .. !.r /0 2006 DY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO L'JQ - 03 2 7. op m i t- y MIAMI -DADE COUNTY 0.582" .452" 9.502" © FEMALE /FEMALE ECONO BLADE .452' COMPONENTS I/1E1iE TINT TESTING & ENGINEERING COMPANY &SOS MW. 3481 SL 91.. 217. Y1OWM CAROM. FLORIIIt JJI06 Paw. : 003)101-1$31). r.: L30)e11 -13.11 WALTER A. TILLR Jr.. P. E. FLORIDA Uc. 44167 ASSA / ECONOMY ACCORDION SHUTTER er.. ALUMINUM WORLD INC. 1767 W . 37" STREET /18 HIALEA H. FL 33012 oowlloe WTI Wt.*. otecnr11o11 AS SHOWN SCALE 2/24/00 DATE 00 - 58 DRAWING No SHEET 1. OF 9 ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTV. TYPE Service Repair QTY. A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE QTY. Condensate Drain TYPE Generator QTY. TYPE QTY. Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel PLUNIBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. '1'VPE Miscellaneous Fixture QTY. 'I'VPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) LI FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ 1)(? $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE e ( sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL PERMIT APPLICATION D E: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com