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825 NE 92 St (14)Date Job Address kr.? J Q i Sr Tax Folio Leg •Description Owner/Lessee / Tenant Master PermitY 0 ).5'A1 9c. /1/ Ail D9LS Contractin Co. RS Address ‘0 Qualifier J6 ,//r/ £ 4 R C/ Owner's Address State # Municipal # Architect/Engineer /l/,( ZL //) oL Address Bonding Company Address // Square Ft (9‘ 7 R PERMIT APPLICATION FOR MIAMI SHORES VILLAGE owner and/o dent Date I, • (104 Notary as to Owner and/or Condo President Date My Commission E � . T UY P EAL 1P <s E 'fL1� S ARI E � LL h I L 0 COMMISSION NUMBER q' CCC49493 te MY COMMISSION EXPIRES Op_ AP JUNE 5,2001 FEES: PERMIT 0 ' RADON APPROVED: • - Building Historically Designated: Yes No Phone SS# : X LS 7 Competenc # c78,00 �.2Ins. Co. orig Mortgagor Address Permit Type (circle one • BUILDIN LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 4 CC( R/6 4) /( 6 /%,1-4 .S' g #2,0 h WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Estimated Cost (value) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin :. Furthermore, I authorize the above -named contractor o i e wor d. Sign e of Contractor • Owner- Builder Q.6 Notary as to Contractor or Owner- Builder My Commission Expires: nV ° psi ` n , = 3t, %fit #V:IN �� `I`� Cad a n.D < • �: C.C.F. NOTARY BOND a Electrical al Plumbing Engineering NOPG O. QUART. WIDTH P T��N C ' HEIGHT ADDITIONAL INFORMATION 0 ) X 35 O &d) (\Cc wv. �../ 2 3 - * 35 ii `( /Cx > Ce3 q 6- 'a. ill `� 3 �' a 6 R S C�ecl� �onsz_ / t � ().) ilea [t e.5t_ e COLOR GO L k INSTALLATION REQ.: CBS ( ) CONCRETE ( ) WOOD ( ) EXT. LADDER OVER 24' ( ) SCAFFOLDING ( ) SWING STAGE ( ) AUX ELEC. POWER ( ) OTHER ( ) COLOR # The Iler agrees to sell and Custom Manufacture and install for S" PteM to,..) SELLING PRICE $ Sales Tax $ C� ',IA C ,Ili Sub Total $ Purchaser, wh o ag agrees to purchase the above improvements and materials which are p p to be installed on the premises located at 05 A/C-- 7,3 Si Permit & Engr. Fee $ • TOTAL CONTRACT PRICE . Is y d4 __ ) __U ' .. 0 \ �� 1 Less Deposit (50 %) $ . j era S � Florida, owned b and described as Lot Block Balance Due On Day Of Installation (40 %) $ ) ( Subdivision Plat Book 1 — Balance Due Upon Final Inspection (10 %) $ T v ,� Purchaser agrees to pay therefor to Seller a contract price of $ 4 o00 CHARGE CARD ORDERS: ❑ M/C ❑ VISA ❑ DISCOVER PRINT NAME ON CARD: PAYMENT TERMS: Fifty percent (50 %) deposit to be paid upon Buyer's signing of this contract: forty percent (40 %) payment on day of installation, and ten percent (10 %) upon final inspection. All payments in U.S. funds. Account # LENGTH OF BLDG.: HEIGHT OF BLDG.: DIAGRAM OF BUILDING WIDTH OF BLDG.: FLA r • TCH ROOF: , Exp. Date: . _ r t : __ .... — — T I Signature: ' ; NOTICE TO BUYER The products hereby ordered are to be custom built to fit purchaser's requ rements. and this order is NOT CANCELABLE, after the third business day. All payments due hereunder shall, after default, bear interest from date of default at 18% rate of interest. In the event the monies due hereunder have to be collected upon demand of an attorney, or suit has to be instituted for the enforcement hereof, the purchaser agrees to pay all costs thereof, including reasonable attorney's fees. This contract shall become binding on Seller only upon acceptance and approval thereof by an authorized executive of Seller at its home office, without notice to Buyer. In the event that this contract is not accepted and approved by Sel er. Seller shall return the deposit to Buyer within thirty (30) days from the date of this contract and this contract shall become null and void.' i , • ' -- . * - +- - -- + — - t U. ; _1_-• -r • • . \- „ 1 , ) t 1 L t , - __ - - - r 1-- I- 'f-- r ; _ . , -, t _. _ • 1 t I • f i ' I �- 1 I ? t- f ' . . l � - I I 1 ... _... • _ L� - I_ . ..._. i _ I _ 1 / I BY this APPROVED AND AC HURST CORPORATION 5660 N.W. 35 AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 633 -3980 / FAX (305) 633 -4159 1- 800 - 645 -9964 CUSTOMER NAME CONTRACTOR / c q—ce. —,., t, ADDRESS �i �S I�L ��'� DELIVOXRIMATE t* CITY O (.A..( IF -S e PHONE (HM) STATE cri--- ZIP CODE WORK (WK) 3 MO- TAX FOLIO # FAX i } 1 DATE o/c, / S9 JOB NO. /Ix37 l , • mod, For warranty information please refer to the back of this page L . 1 . i • Executed in quadruplicate one copy of which was delivered to, day of zed Agent) L.J (Salesperson Sig ' Here) (Q.r\ I ( �C (Salesperson - Print Na ) OFFICE LICENSED & INSURED • Aluminum Awnings • Storm Panels - Aluminum & Galvanized Steel • Accordion Folding Shutters • Extruded Bahamas • Hinged Colonial Shutters • Roll -up Shutters - Extruded HURST NO. nd receipt is hereby acknowledged by buyer, . Purchaser - Please Print Name) (X) (Purchaser Sign Here) (X) (Purchaser - Please Print Name) PAGE ( OF / NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3206- 049 -0010 STATE OF FLORIDA: COUNTY OF DADE: 98R289738 1998 JUN 16 15:27 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: 820 N.E. 92 Street, Miami Shores E19.395' of Lot 10 and All Lot 9 Golden Gate Park Addn 2. Description of improvement: Hurricane Shutters 3. Owner(s) name and address: John C. Favalora, As Archbishop of the Archdiocese of Mia: 9401 Biscayne Boulevard, Miami Shores, FL 33138 Interest in property: Fee Simple Name and address of fee simple titleholder: Same 4. Contractor's name and address: 5. Surety:(Payment bond required Name and address: N/A Hurst Corporation 5660 NW 35th AVENUE, MIAMI, FL 33142 Si AI t OF FLORIDA, COUNTY OF UADE by owner from contractor, if a CERTIFY that this is o true cc • of the original t{ief this office on Amount of bond $ WITNESS my HARRVY 6. Lender's name and address: N/A 8 r 4°' / �— signal = of • or Print Owners Name George P . Kaplan, Agent Sworn to and subscribed before me this g of Notary Public Print Notary's Name Ethel Marinel �' y carry My Commission Expires: 9401 Biscayne Boulevard, Miami 33138 and Cif •i t • e acau 'i:.•,:r 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: George P. Kaplan, Arrhdiorese of Miami 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: George P. Kaplan, Archdiocese of Miami 9401 Biscayne Bolilevard, Miami, FL 33138 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by: Ethel Marinelli Archdiocese of Mi ami Address: 9401 Bi scaynP Blvd. Miami Shores, FL 33138 123.0152 2/93 AWNING COMPANY, INC,. SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM JUNE 30, 1998 FRANK LUBIEN Building Official 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 Dear MR. LUBIEN HT -100 ACCORDION We are the Dade County Notice of Acceptance Holder for the SHUTTERS number 96- 1125.01. HT -100 ACCORDION This letter authorizes HURST CORPORATION to use our SHUTTERS approved under number 96- 1125.01 to be used at the following job: CHURCH OF SAINT MARTHA 825 NE 92 STREET MIAMI SHORES, FL Sincerely, c 5795 N.W. 36th AVENUE o MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 327 -0905 FAX (305) 634 -9078 under Hurst Awning Company Inc. Frank S. Cornelius Magali Garmendia President or Executive Vice President ' This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. D:\PRODCNTL \PC LETTER \INFO \B LDGOFF\95 S H U EX P. SAM 3 3i V) 3 d 3SX yo /i -7/ )( V / // Yyv /aY'V E,4/0 edd r / y. c p‘ S / t7-- C C 6 Rd/ S'ic(7" cAufec,,X S/4/A)/ Alp Hg q7s7L *O/4/ Sid liato PRODUCT CONTROL NOTICE OF Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami / 33142 Your application for Product Approval of . -- ,H7'100 Accordion Extruded Aluminum Shutter (6063 -T6 Alloy) under Chapter 8 of the Metropolitan Dadc County Code governing the use of Alternato Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawing No. 96402, Sheets 1 thru 6 of 6, (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to bc 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 thn11 not be v the expiration date stated bellow. The Office of Codc Compliance reserves the right to secure product or material at anytime from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Codc Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re-evaluate this product or material should any ammcndmonts to tho South Florida Building Code bo enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Offico that this product or material fails to meet the requirements of the South Florida ktuilding Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 1125.01 Expirca:01J13/00 // Product Control Supervisor THIS IS THE COVERSHEET, SEE ADIiITIONAL PAGES FOR SPECIFIC AND GENERAL {ONDITIONS BUILDING CODE COMMITTEE This application for Product val has b Appro reviewed by the Metropolitan Dade County Building Codc Compliance Department and approved by the Building Code Committee to be used in Dadc County, Florida under the conditions set forth above. Approved: 01/13/97 ACCEPTANCE METROPOUTAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE ; CE SUITE METRO DADE FLAGLER BUILDING 140 WEST F AQLER STREET MIAMI, R.ORIDA 33130 -1683 ( FAX (305) 375-2908 INTERNET. ,n PRODUCT CONTROL SECTION (305) 376 -2902 FAX (306) X72 -6339 Director Building Coda Compliance Dept_ Metropolitan Dade County ACCEPTANCE NO.: 9¢1125 41 APPROVED EXPIRES : >laaua , NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter, designed to comply with the South Florida Building Code; 1994 Edition for Dade gouty, for the locations where the pressure as deteat.ined by ASCE 7-88 "Minimum Design Loads for Buildings and Other Structures", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. Main blade is 6.5" center to center, 4.478" widc x . 052" thick, constructed as indicated on approved drawing No. 96 -168, Sheet 1 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the adapter slat and the other components shall be constructed using extruded aluminum alloy 6063 -T6 unless otherwise noted on the same drawing. 2.2 Inside track sill blade pins shall be #10 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and . 460" x . 050" thick stainless steel washer and a 3/8" diameter x 0.90" long nylon bushings and the inside track header blade pins shall be #10 x 3" Machine Screws manufactured from 410 stainless steel with fluorocarbon coating and a 3/8" diameter x 0.90" long nylon bushings with .870" diameter x .251" nylon spacer and rollers at every fourth blade. and a 3/8" diameter x 0.90" long nylon bushings. The outside header and sill blade pins shall be 1110 x 2" Machine Screws manufactured from 410 or 18-2 stainless steel with fluorocarbon coating and .460" x .050" thick stainless steel washer 2.3 Tested specimen: Dimensions: (8)- 42" wide x 96" long overall (96" Blade length) (2) 42" wide x 132" long overall (132" Bade length) (2)- 42" wide x 157" long overall (157" Blade length) (1)- 42" wide x 72" long overall (72" Blade length) (1)- 42" wide x 148" long overall (148" Blade length) 3. LIMITATIONS 3.1 Maximum allowable Blade Heide dr Span for Type A and C Installationq: 13' -1" (157 ") 3.2 12'-4" (148 ") and 12' -7" (151") respectively .1 II 111 1a: ;1. . 1. • N , 1:1 I 11/•. : :11 1 11: :111• 1.1.• 1: 11 ./ 1 1 : : 1 s 1 1. , /: 1 / , / 1 Y . :u 1 1 •- o. 1 _ .. qt •I Miniinum sepration between.glaci to be protected and shutter, Shall bc as shown on Table 2 and Maximum Design Pressure Rating and Corresponding Panel Span Schedule as shown on Sheet 5 of 6, Drawing 96-802. 2 Manus Perez, P.E. - .Plans Product Control Division ACCEPTANCE NO.: APPROVED : t2 EXPIRES : 'Ianniv' - .z NOTICE OF ACCEPTANCE: SPFIC CONDITIONS 3.4 n : 3.3.1 A maximum clearance gap of 0250" shall be provided between bottom of blade and top of - sill and top blade and bottom of header. 3.3.2 A ZI c (placed facing outside or inside) is required to be installed in mingle location not to exceed 18" above orllelow from each end; or at midspan for all shutter applications and must be activated during hurricane warning. See component part- lo.- 14 -sbxi 1 of 6, Drawing No. 96 -802. Manuel 'crcz, P.E. - Plans Product Control Division 2a- 4. INSTALLATION 4.1. The panels shall installed in the following conditions: 4.1.1 Wall Mounts; (A) (CONCRETE /MASONRY): Every fourth louver blado (Part 8) hangs from a sot of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), may louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to thc wall using approved tension anchors as shown on Section 0 "Wall Mounting Installation ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing thc Dadc County_Product Control approval stamp. (B) (WOOD FRAMED). Every fourth louver blade (Part 8) hangs from a sot of double rollers that glide on thc track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at the top and the bottom as dcsaibed in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section L "Wall Mounting Installation ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 lciling and F1tj/Count;r Top Mounts: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a sct of double rollers that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill Bottom Adapter (Part 5), the sill are attached to each other of 3/16" dia. pop rivets or #12 screws spaced 6" o.c.; or Sill (Part 11) "Walkovcr Sill Track', along the interior aide and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks arc than anchored to thc ceiling and floor /countcr using approved tension anchors as Chown on "Ceiling & Floor Mount [nstallatioh ", Section H, Sheet 3 of 6; and/or "Floor Mount Section', Section S, Sheet 5 of 6, Drawing No. 96- 802, bearing the Dadc County Product Control approval stamp. _ a awnillQ laD__ J ACCEPTANCE NO.: - 2b- APPROVED EXPIRES danumv_�,0, dSnuarv NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS (B) (WOOD FRAMED): Every fourth louver blade (Part 8) hangs from a set of doubl Haller, that glide on the track of the Ceiling Mount Header (Part 1) and Sill (Part 4) with Sill, Bottom Adaptcr.(Part S), the sill palls aro attached to each other of 3/16" dia. pop rivets or 1112 screws spaced 6" o.c., along the intAiorside and exterior sides of the tracks. Each lot verb e (Part 8) has a pin at the top and the Bottom as described in Section 3 of this Notice of Acceptance, that slide inside -of— the - Header and Sill tracks, these are then anchored to the ceiling and floor /counter using approved tension anchors as shown on "Ceiling & Floor Mount Installati Section M. Shat 3 of 6; and/or 'Floor Mount Section", Section S, Shat 5 of 6, Drawing No. 96 -802, bearing the Dade County Product Control approval stamp. 4.13 FluiltAput Cni►ditjoj (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill (Part 4) with Sill Bottom Adapter (Part 5 ), the sill parts are attached to each other of 3/16" din pop rivets or #12 screws spaced 6" o.c., along the interior side and exterior sides of the tracks. Each louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Header and Sill tracks, these tracks are then attached to a continuous 2 "x 3"x 1/8", 2"x 4"x./8" or 2' 5"x 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles are then anchored to the wall using approved tension anchors as shown on Section I - 'Build Out M ount Section; or every fourth.louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall.Mount Header (Part 2) and Wall Mount Sill track (Part 3), every louver blade (Part 8) has a pin at the top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Motmt Hcadar and Sill, which arc then anchored to the wall using approved tension anchors as shown on Section J "Build Out Mount Section "; or every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) at the head and at the sill every fourth louver blade (Part 8) ride inside of Sill track (Pat 2 ) which a c attached to a Continuous 2 "x 3 "x 1/8 ", 2"x 4 "x 1/8" or 2"x 5"x 1/8" aluminum build -out angles with 1/4 " -20 bolts •.. 12" o.c., these build -out angles am then anchored to two (2) 2" x 5"x 1/8" aluminum build -o ' angles with two (2) 1/4"-20 bolts spaced 12' 0.c. at the • header and sill, Which are there mit to the wall using approved tension anchors as shown on Section K "Build Out Mount Section ", Drawing No. 96 -802, Sheet No. 3 of 6, bearing the Dade County Product Control approval stamp. Manue Perez, P E. - Plans Product Control Division - 2c- ACCEPTANCE Na: 4¢1125 O1_, APPROVED . EXPIRES : , IsIIttniz lueQ NOTICE OF ACCEPTANCE: S'PEC'IFIC CONDITIONS (B) (WOOD FRAMED). Every fourth louver blade (Part 8) hangs from a sot of double rollers that glide on the track of the Ceiling Mount Header (Part 1) at the head and at the si jnietry fourth.louver blade - (Pact 8) tidc'iiisid of Sill (Part 4) with Sill Bottom Adapter (Part 5), tho s� parts arc attached to each other of 3/1 " - dia. pop rivets or #I2 screws spaced 6" o.c., along the interior side and exterior sides of the. Each louver blade (Part 8) has a pin at tho to bottom as described-in-Section 3 of this Notice of e p tho tracks, these tracks are then attached to a /g" "x 4"x 1/8 r 2 and 1/8" aluminum build -out angles with 1/4 " -20 bolts spaced 12" o.c., these build -out angles aro then anchored to the wall using approved tension anchors as shown on Section I - "Build Out Mount Section;. or the header and sill tracks arc then attachod to a continuous 1"x 2"x 0.05" or 1"x 3"x 0.05" aluminum build -out tube with 1/4" diameter S.S. lag screws with 1 -1/2" penetration in to the wall framing studs spaced 24" o.c. maximum or fastened to a continuous PT 2x6 wood ledger plate with 1/4" diameter x 1 -1/2" long lag screws spaced 12" o.c., the wood lodger is then anchored to the wall studs with (2)1/4" diameter x 5" long lag screws at a maximum spacing of 24" o.c., as shown on Section R - "Wall Mount Section ", Drawing No. 96 -802, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Pass Thai Window Mounts: 14founting condition limited to Maxltnu{m Storm rand n • n I I I 1 f f , . ,/ I . II . If A • / • fa oh) . 1 f • f (A) (CONCRETE /MASONRY): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3 ), every louver blade (Part 8) has a pin at thc top and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which aro then anchored to the wall using approved tension anchors as shown on Section 0 "Pass Thru Detail (In Concreto) ", as shown on Drawing No. 96 -802, Sheet No. 4 of 6, • bearing thc Dade County Product Control approval stamp. (B) (WOOD): Every fourth louver blade (Part 8) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part 2) and Wall Mount Sill track (Part 3), every louver blade (Part 8) has a pin at the tJp and the bottom as described in Section 3 of this Notice of Acceptance, that slide inside of the Wall Mount Header and Sill, which aro then anchored to the wall using approved tension anchor as shown on Section P "Pass Thru Detail (In Wood) ", as shown on Drawing No. 96 -802, Sheet No. 4 of 6, bearing the Dade County Product Control approval stamp 1/ e.... _ a 4r Manuc P. P.E. - Plans ' Product Control Division nuird ty t* �:o , 1_ nz, ACCEPTANCE NO.: EXPIRES ihinuatzwaup NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.5 Storm Papcl Support Beam; PSF (A) (CONCRETE / 4AS1)NRY): The shutter and it's header and sill tracks- arm to a continuous Aluminum Tube beam as listed in the " Alum. Beam & Shutter Schedule ", sheet 4 of 6 with #14 SMS screws spaced 12" o.c., the support beams are then attached to a ir '2' x 3" x 1/4" x 0'-6" long aluminum angles at each end with two (3) 1/4" diameter t�ru bolts, the end angles arc then anchored to the wall with approved anchors as shown on Details N and Q - "Top Support Beam Detail and Bottom Support Beam DetnilTM, respectfully, Sheet 4 of 6; and/or 'Floor Mount Section ", Section S, Shat 5 of 6, Drawing No. 96-802, bearing the Dade County Product Control approval stamp. (B) (WOOD): NOT APPLICABLE 4.1.6 Any combination of the ahcye. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of . only the anchors specified on drawing No. 96 -802, Sheets 1 thru 6 of 6.. Substitution of anchor type or indicated embedment is unacceptable. 43 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 it , • 5. IDENTIFICATION 5.1 Each unit shall bcar a permanent label with the manufactufa's name or logo, city, state and following statement: 'Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings .t9 receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 96 -802, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance numbcr and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed'installation. 6 .2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. - 2d- APPROVED Product Control Division Manuel 'crcx, P.E. - Plans =� ., .... rt..; ..... �...,. ,...�..- .... -. TEST .,. , , . _ . • .. • ..:: tST:LOAD • - . •"'13ESICN LOAD p opt - ' SFASC 8IMPACTTEST PA 201-04_4 (157' SPAN) SATISFACTORY CTC96-037 MMIL 3-314' UR= M LE DeACT TEST - SFBC PA 201-94 (96' SPAN) -- -SATLSF- ACTORY CTC-96-024 - - ----- 2 8 ' .... LAKE' MISSILE IMPACT TEST SFBC PA-20144 (132' SPAN) SATISFACTORY CTC-96-024 -' -718 Max -�-- _ cyclic. WR�ID PRESSURE TEST SFBC PA-Z03 -94 - NEGATIVE (967 SPAN) • -113.3 PSF CTC-96-024 -91.4 PSp CTC-96-024 CYCLIC WIND PRESSURE TEST SFBC PA203 -94 •POSITIVE 06' SPAN) . +374 PSF LTC- 96.024 +67.2 PST CTC-96-024 UNIFORM STATIC AIR PRESSURE TEST • SFBC PA 202-94 POSITIVE (96' SPAN) +124.3 pSF CTC- 96-024 +13,2 PSF CTC9d-o24 ® Dcxlgn .69• UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202-94 NEGATIVE (157' SPAN) 37.2 PSF CTC 96 -037 . -33.1 PSF C C 96 -037 UNIFORM STATIC MR PRESSURE TEST SFBC PA 202-94 . NEGATIVE (141' SPAN) -85.3 PST CTC -96 -037 -57.2 PSF CIC-96-o37 UNIFORM STATIC AIR- PRESSURE TEST SFBC PA 20!-94 NEGATIVE . (96" SPAN) -145.6 PSF CTC-96-024 -97.0 PSF CTC-96-024 . UNIFORM STATIC AIR PRESSURE TEST SFBC PA 20244 NEGATIVE (13? SPAN) - -104.0 PSF CTC-96-024 .. -6933 PSF - CTC-96-024 UNIFORM STATIC AIR PRESSURE TEST SFBC PA•202-94 NEGATIVE (72' SPAN) -197.6 PSF CTC-96-024 .13 LO PSF . 1 IV V T 4 iriir.i.r •..i.. - : - - 7. TESTS PERFORMED : TESTS: $FSi jLXS: �+vsys� ri�r�.� USCr, I iLV lr: -See **hum Design' Prasure Rating Schedule, Shat 5 of 6, Drawing No 96-802 / NOTICE OF ACCEPTANCE: SPECOF7C CONDTTIOM - 2o- ACCEPTANCE NO.: 2j APPROVED EXPIRES Jannatzaligon Man P.. P.E. - Plans • .die Product Control Division ACCEPTANCE NO.: •9¢1 APPROVED s EXPIRES WITCH OF ACCEPTANCE: STANi)ARD CONDITffNR • 8. EVIDENCE SUBMITTED 8.1 Tests . s . Test tepsk,Pn:.1.) Largo Mfg* Impact Tc :per A?A1 -94, ;and � immz 2.)1h3ifozm-B`tatiaAirPS & PaPA2 2.94 accordion :Titer (ISP span), d by ConStruction Tag Corporation, Report No. 96-037 ,-dated-August-16,-1996,--signed and sealed by yawl] lant P.B. 8.1.2 Test rcpozi on:1.) Largo Mita le Impact Test, per PA 201 -94, and 2.) .Uniform Static Air Pressure Test Loading per PA 202-94 3.) Cyclic Wind Pressure Test per PA 203-94 of axtmdod accoadionlImtter, preparedly Construction Twig Cmp No.: 9 Q24, datod`'Taly20,1996 and scaled by Chtl.stopbc Q '4301), P3L 8.2 Drawings: - • 8.2.1 Drawipg No. 96402, "Hung Awning Co., Inc.", heets 1 thru 6 of 6, dated 07/2, latest revision Na 2, acted 10/10/96, prepared by Knezcvicb and V.J. Knez vIcb, P.IL Associates, Ina, signed 0d by 8.3 Material Certification: 8:3.1 WI Ccati&d Test Rcpoi t issued by INDALB , with chemical composigon for alumumm 6063 -T6 alloy . 83.2 Teasilc Test Report No. QCM No. 6FM -1 556, prepared by QC Metallurgical, Inc,, dated 06/2A/1996. - 8.4 Calculations 8.4.1 Comparative Analysis and A n hor Analysis dated 06/18/96, Pages 1 through 28 of 28, and pages 1 tluu-2:0 2.dated 10/10196 and pages 1 thrn 5 of 5,Vatedd 14/04196, preps by Knruvicb • nt ; s4gxd and sealed by VJ. Knaeevicb, p.B. • • P.E. - Plans Product Control Division -2f- NOTICE OF AC'C'FPTAN = STANr)ARf maNnatS Renewal adds Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, Including test supporting data, engineering doaunents, are no older than eight (8) year 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and tho — following statement 'Dade County Product Control Approval", a u specifically stated In the specific conditions of thls Acceptance. 4 3. Renewals of Acceptance will not be considered If a) There has been a change b the South Florida Building Code affecting the evaluation of this product and the product Is not In compliance with tho code changes; b) The product Is no longer the same product (identical) as the ono originally approved; c) if the Acceptance holder has not complied with all too requirements of this acceptance, including the correct installation of the product; d) The engines who originally prepared, signed and scaled the required documentation Initial) submitted, g" r'e9 Y heed, b no longer practicing tho engineering profession. 4. Any revision or changes hi the materiab, use; and/or manufacture of the product or process shall automatically bo cause for termfnatlon of this Acceptance, unless prior writtat approval her 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) Un itiev -tory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then It shall be done In its entirety. 8. 9. 10. GI' 1 Art L t. r4 0. 11 5 O 1 APPROVED ,lanuary 1� �oe� EXPIRES 7. A copy of this Acceptance as well as approved drawings and other doalments, whcrc h applies, shall be provided to tho user by tho manufacturer or its distributors and shall be available for inspection at die Job she at all Limo. Tho copies need not be resealed by the engineer. Failure to comply with any section of this Acceptance shall be cause for tennination and removal of Acceptance. This Acceptance contains pages 1, 2, 2(a) through 2(0 and this last page 3. n 1 . .r 11 1. I. 1 1 I 1 1 1 1. , .1 1 11 1 1 1 111 Unless specifically bdlcatcd In the Acccptilnco (approval), this unit Is approved as a single unit installation. For multiple Installation of thb unit, a separate Acceptance for mullions is required from the Product Control Section. 11. Tho wing of fasteners at window sills shall bo as tasted Tho spacing of fasteners in all other parts of the Game, shall boas tested, but in no cue shall exceed 24' on center. The first fastener shall be located at a maximum of 6' from each corner and mullion or stile. Fastener shall fully penetrate tho buck, which shall be tho samo slm as the one tested with tho unit, No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Florida Building Code. Manu 1 Perez, P.E. - Plaru Product Control Division END OF THIS ACCEPTANCE - 3 -