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1250 NE 93 St (2)PROPERTY OWNER , `� e P A C\ C./� c Nam V∎+t� l( Home Telephone c'j 1 c ---1 01 r- fineness Telephone l O' -7c ( O i fl L Fax C/t C 1. C Li TYP OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a p rmit 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. ' X Job Address: 12 co Vc( - CL W Apt. City State Zi Address �^ _ Description of Wcrk 1 VAC\\ ∎ • �^k.A. ° � I) Block Folio Number Lot Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information 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. ( BF. a CY)c- • c iO Zoning t Feet °'Value of Work A Tax Assessed/Appraised 'slue Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephon:: Fax CONTRACTOR Name License Nc. Address Telephone Qualifier Name PERMIT APPLICATION inear Fee Unit i otY Floors • `I Bldg Value Page 2 IMPORTANT NOTICES 1. 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 governmental 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, 1 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. TAT OF ' OR PA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE • c.L ature of Owner c\pcf Print Name Swo ' to nd subscribed before me this SEAL: Signature of Contractor / Qualifier Print Name Swom to and subscribed before me this day of PERMIT' APPLICATION of Notary 6f Florida Signature of Notary Public - State of Florida 1 P 9 � P 5ca;t ANGELA M B =t •• ',I D ' i c..., t: tt_ : . 4 4 �r- 1 * i p CI E''-11� � S Personally known /..,---F R o p P d Identification : Personally known OR, Produced Identification _ _ _�J L Type of Identification Produced: r\- / I a3 'T y) -0- )) i7 ' Qpe of Identification Produced: SEAL: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/16/2002 Applicant: RICHARD FOLLIGUET Owner: JACOBS ALICE IRENE JOB ADDRESS: 1250 NE 93 ST Contractor Local Phone: Parcel # 1132050270200 uildin• Permit Permit Number: BP2002 -908 Contractor's Address: Legal Description: 5 53 42 BAY LURE PB 44 -63 LOT 8 Page 1 of 1 BLK 2 LOT SIZE 75.000 X Fees: Description Amount FEE2002 -2683 Building Fee $105.00 FEE2002 -2702 Notary Fee $5.00 FEE2002 -2784 Buildier s Bond $300.00 Total Fees: $410.00 Total Fees: $410.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11/6/2002 Construction Value: $4,200.00 Work: INSTALLING SHUTTERS (21) If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. Thls Permit is granted to the contractor or builder named above to construct the building or to Install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed In compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which thls permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: 9 ( ) In consideration of the issuance to me of this permit, l agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and In strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: PAY TO T OR MILLENNIUM PICTURE GROUP, INC. 1100 BAY DRIVE MIAMI BEACH, FL 33141 a•KISLAK qp NATIONAL BANK ('-' 3 - 1st Street, MIam Beach, Florida 3314t SILe t, y h o t. t• tl o „ S ;a:11 o - r 1: t lali FOR SC Z 000 ill ?SP 1:06 ?DO 2751: 2 2S L SC3 2 306q CN /az 1475 63-127/670 02 DOLLARS 8 MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels 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.:99- 0318.03 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Expires:10 /10/2002 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: 07 /01/1999 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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375-2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office !Internet mail address: postmaster ©buildingcodeonline.com Aomepage: http : / /ww•w.buildingcodeonline.com Southeastern Metal Manufacturing Co., Inc. ACCEPTANCE No. : '99-0318.03 APPROVED JUL 0 1 1999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels 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. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps 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 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel 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. Helmy A akar, P.E. - Product Control Examiner Product Control Division 2of3 Southeastern Metal Manufacturing Co., Inc. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TI-HIS ACCEPTANCE ACCEPTANCE No.: 99- 0318.03 APPROVED J U I 0 1 1999 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "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 literture. 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. Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of 3 . 1 7/8 (TYP) 1 I---- 1 475' -- I I 350• 15.575' 13 COVERAGE �6 1/2' 44.29• I\ -0.090 R �I 1---1 7/8' F ALUMINUM HEADER CHANNEL DETAIL. 3 1/4' -••i 250' % .500 5/5 CUNCH STUD J 2.000" O3 STUD ANGLE. OrN(RN NOTr5 4. 145 451 5 511[9 6 0(9CNED N ACCORDANCE 44114 THE 5104TH ROTOR BULOINC COOL 1994 EDDCN. AND 144 1Y E 1994 BRONARO COM (0008. 7. P091IVE AND NEGATIVE DE904 PRESSURE CMU CUUO SHALL L 6E POtiCNK0 N ACCORDANCE NTH ww A5CE 7-6B 'wawa DE904 LOADS FOR OUOOINCS AND 01148 STRUCTURES'. STD. STD PANELS 91ALL M 449 70 CHUM GALVANIZED GALVANIZED (00.156') CON10RU00 TO AS19 0 0453 51RUCTRUAI GRADE 37 71144 NUN. (7 - 3749. UN ALNUM (010090445 SHALL BE 6061 -16. 0.0.44. 4. N4OOUC4 MARKINGS SMALL M NT4N 17' crow ENO Or TIC PANEL MM Y94. Or TINE MARRNC PER PANEL AND SHALL BE LABELED AS F0-10149 NNf 4 RFC 50U1MASTERN METALS 4ACTUNG CO: C JACNSON4<LL 1LOR0A DAM COUNTY PRODUCT CONTRO APPROVED - 5. 10 N M *ARCANE EE1 44790 -DAM [COL RE8ORCE0 PANELS 1661 STITCH OATS AND 99940 NUTS Al 645 -SAN SECURED AT EVERY LAP .43041. .43041. 6. ALL BOIS AND MA9IERS 94ALL BE GALVANIZED CO STAN1ESS STEEL 61114 A woman 17 - . SPECIFICATIONS 7. MATERIAL SPECIFICATIONS NOTED HERON ARE 144 EN 14AMUFACIUN(5 REPRESENTATION Or MAMMALS 10 M USED N RRO3uCT TESTING 6. 100 R 801100 45 91 14413 040 M 4 MAY 947(6044)1 0 AS (mu C0 5414045 pDCA1L PANELS 4481 M 80.441E0 INMZKINIALLY *NNE APPUCABLL 9. 1444. DETAILS MID 5PE[EICA00M5 910944 HE4C4N 9(76(5CNT 114 PRODUCTS PR0P0A0 4400 IMPACT. MUG MM UNEORM STATIC NUR 79E55URC TESTING R ACCOROMNCC MTN DAM COUNTY PR01DC0.5 PA 701. 702. AND 703. 0C9CN IS BASED 40 OR 4 C1C 7CS1 REPORT N0 10 0A)P8w ALLO•ABLE DE904 LOAM PO9TI4E - +55 MCCATIVE - -71.5 1 5/8' HOLE (TYP) .125' 11.375 REF. G RAU. L% -N ANGINA G N SERED MASONRY T 2 250' % 50 5/5 CUNCH STUD J 86' SILL I .--- 2.000 ®PATIO SILL DETAIL 68' SILL 7/8 56 SILL t n D 7/8" % 5/16 SLOT (TYPICAL) 2.50' 73.00'- 4- 13.00' -4- 13.00' 44' SILL 1 • • • • • • • • • • 1 6.50 -+ 6.50+46.50+ 6.50 1. 6.50'•1 6 ANCHORS 13.00•. 13.00•• --.. 13.00 -+F- 0.c -. 4 6.50'4 6.50'+1.6.50'+ 6.50'+4 6.50'+ 6.50'+ 63['•1 6 ANCHORS 3 I 4 HEADER CHANNEL LAYOUT 6 ANCHORS 8 ANCHORS a U 12 ANCHORS HOLE LEGEND • 7/16'9 THRU HOLE • CLINCH STUD 1.50' -+1 1.- 13.00' 1.- 13.00' ---4- 13 - 4 - 13.00' 1•- 13.00 -11 l. 44 SILL 3 1/4' 1.6 1/21146 1/2:1.6 1/211.6 1 /2" 6 I/2: 7 h 1 I I I I 10 ANCHORS I I ar 11 STUD e 0.12 . 1• DnNA snr Note: Reinforced panels with stitch bolls and spring glut Ot mid -span secure B, of each lap joint. I. 6.50'1 650'+ 6.50'+ 6.50'+ 6.50'+ 6.50'+ 5.50'+ 6.50'+ 6.50 10 ANCHORS 4.00'1 1I- 13.00 -.4- 13.00 13.00' -.j.- 13.00 -1- 13.00 -4 - 13.00 86' SILL 1 • • • • • • • e • • • • • • • • 1 4 6.50'+ 6.50'4 6.50'+ 6.50'+ 6.50'+ 6.50' +650'+ 6.50'+ 6.50'+ 6.50'+ 6.50'•1 12 ANCHORS STUD ANGLE SILL LAYOUT 44 56 PRODUCT RENEWED AOCEPTANCE 7 ND. 19 - n 3/ 8.0 3 EXPIRATION ) ATE J 0 .i*. , -2002.- BY t • I� ✓- • �Ar PROD r' • ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 199 BY %%I/F ////J•/ . c...=•••• PRODUC 4NTR0L DIV!SAN 6 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. !1'7 -080.5.01 IP�. ANCHOR SCHEDULE MIN. 2' EDGE DISTANCE ���a�2yy rafuel {;� 6i 1 /4 Mxt 7•10 -01 AM•m • 1/4'21• 9Onto. 00.1 We o r.:.) 4.10 1/4' TAP 6014 M W2 •0.00 501[• 111114 1 1/2' UN. [00[66•[01 •• a 65 *0.1010 0.001 1/4•• veer 90[00111 4)aWm • 1/4 0(1 • 130.1 (3/4' • •C•D) g•■•E WA.SONAT 130.7 NM 4 1 49nO S13 M:.�w 4 1 11113=111111.11.> 134 (elating Structure a E•isting Structure 1'x1/4'/20 Hex Hood Ball 1'xl Rod Colk -in Anther 0 ANF.LE TO WA11 DFTAII l /4'22 Elco Pond Mole Mo0onry Boll o/1 1/4' Colo. Woshor & Woshored Winged Nul� Steel Spring Nut 1 Wood Bushing 0/1'x1/4' /20 Het Hood Boll O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM) N.T.S 1/4'0 Wood Log Screw 1 1/2' Min. Embedment Steal Spring Nut • 1/4'x1' ex Sidewalk Bolls% S PANFI TO ANOIE OFTAR ANTI E TO WAIL OFTAII a 1/4' MAX 1/4'21' Sidewalk Boll ; u 6 Wood Framing 0 ©STUDDED ANGIE / TOP & BOTTOM MOUNT SYSTEM (WOOD FRAME). N.T.S boss or Door 1'24' 0.125' or 2'x4',0.125' Alum. Tube a 2'24' P.T. Wood (a Stud Framing 0 16' 0.c. & 2'o6' P.T. Wood Stud Framing 0 24' 0.0. 1'21/4'/20 Hex Head Bolt 1'111/4720 Rawl Calk -in Anchor 1/4'01' Sidewalk Boll 1'01/4'/20 Roel Calk -in Anchor —2 5 /6'x{ PANFI TO ANF,IF OFTAII © I-IFADER / STUDDED ANGI E MOUNT SYSTEM N.T.S /4'0 Wood Log Screw 1 1/2' Min. Embedment 2 l /4'0 4 1/2' log Screw 0 24' o.c. Max w/1 2/4' Penetration 10 Center of Studs .THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS WAI MOUNT SECTION (BOTTOM1 N.T.S Steel 1 / 4 ' %I' Spring Nut Sldevo'k Boll (Mating Structure 1/4' MAX (Mating Structure 1/4'41 1/2' Concrete Drive Noi Expansion Anchor Steel Spring Nut I /4'X1' Sidewolk Boll 1 /4' 1/4' Tapeon w/N ef Head Screw 1 DAB ©0 /O R.1� /b -20(l By PR IR Dlt c r BUILDING CODE COMP �OPFIC 1/4' MAX -1 PANFI TO 0446) E DETAII © $TUDOFD ANCLF / TOP & BOTTOM MOUNT SYSTEM N.T.S ANCIE TO WAIL DETAIL ANCHOR SCHEDULE (MIN. 2• EDGE DISTANCE) /4 11C14 HOW • v000 04.104.I SS 1/4' • Y 4K. 1 00 t y 016(0 A0T l/4 W (LCD PAWL YAM 050490 00.T 01* 1 /.• 6410, wAswEC 4 04800(0 0020 4011 4 0 1 /40 1000 1* 00, .3 65 CCNCRETE ANCHOR SCHEDULE 11•0•0 1.4( 4)4(409 I ! 21 BOLT (3/4' •• 9 1140) OD 1 /4'02' CONCAVE 0440 MAL wM 040•••904 AMO•m 1/4•0 1/4 UP CM eM W2 WAD SOilO •M 1 In• [•0[667011 1 /4•01' RCO 0.64(4. Mort 105010700.1 011 1 I/O' CY.44. 045400 4 00300).[0 1116E0 001 1/4•• ®1_ q .scam 4 1/4.21. 110[0412 00.4 (3/4' • x644) (MIN. 2' EDGE DISTANCE [m0M [IOU.11w[ ) r *f11W0 400•.6 1l0 u 65 65 13 U •001 000409.0 000 00' PANEL 4106■ 010.7. 0 4(01 404114041 roe Be 0•4401 4[06715 r04 •0.100 0 0014 010.7 MI 13' 0.C. 40/040 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ■ r : 1B C O BY PROD U _0 1501 DIV!S.ON BUILDING CODE COMPLIANCE Off ICE ACCEPTANCE N0. G7 - 0 R0541 50UOfA51534 METALS W6. C0 P1C. 20 65U2 6M.VANZD NORM PMEI 5Y5tEM •-••• 6113. ` 01TR03 n, IVP7 2 of 2 SEMCO STORM PANEL FACTS The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dade County Florida. U.S.A. Tested by one of the toughest construction standards worldwide. Wind and hurricane storm panel protection is mandatory in Dade, Broward and Palm Beach counties and is also building code recognized nationwide. particularly in coastal or high wind regions. • Regular carpenter tools listed in the installation instructions are all that you need for Do- It- Yourself Storm Panel Applications. • Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete, masonry, stucco, block or wood frame application. I) Tapcon screws into concrete masonry. 2) Lag screws into wood framing and 3) Sidewalk or hex head bolts secured by a tamp -in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both storm panel mounting systems. The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow, step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity take -off information necessary to confirm your materials. Our system utilizes standardized 44 ", 56 ", 68 ", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre - drilling for tamp -in anchors and accidentally break into an open cell of the concrete block the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. • A 1/8" pilot hole for wood frame construction or 1/8" pilot followed up by a' /z" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1 "- 1 -1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. • The product placement form, located in the detailed installation pamphlet, will record the number of labeled or numbered panels required for each opening by its specific intended location. • Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is fist applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention. A minimum 2" edge distance for concrete or masonry opening or V." edge distance for wood frame openings are required to insure correct fastener edge clearance. • Storm panels provide hurricane protection without lapping past the window opening. • A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied, storm panel systems are designed to be installed without the use of special power tools. • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions, typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 M.P.H. wind born water and flying debris protection. Approved fasteners for proper installation are critical to confirm building code requirements. Furring is a means of adding a spacer to set out away from the wall or.glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally, panels should be stored in an indoor area. If indoor storage is not available, extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain, snowfall, or condensation. Whether storing indoors or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks, with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and hold condensation. • The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and —55.0 PSF and with a maximum of impact deflection 2 -5/8 ". Deflection is the minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll free technical support Hot Line 1 -800- 737 -7327 or 1- 800 -SE -SPECS with a team of qualified technicians. Monday through Friday, 8:00 am to 5:00 pm EST. Providing information on building permitting. custom lengths. special applications and general "How To" information. Building permitting forms are available where storm panels are purchased. 5/25/99 Date Name of Building Official Name of Municipality Address City, State, Zip Southeastern Metals Manufacturing Co., Inc. 1Il80Il bndus ry Drive • P. O. Box 26347 Jacksonville, Florida 32218 Il (800) 8711 -0335 • (904) 757-4200 Re: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir: We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 99- 0310.03. This letter authorized to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 99-0318.03 to be used at the Following job: Nam of Owner Jobslle Address Authorized Signaturt from Isiotice of Acceptance Holder Since. AL THOMAS, VP OF OPERATIONS Print Name and Title JIM HORTON, Design and Development Engineering Director initials ELECTRICAL TYPE QTY. TYPE QTY. TYPE QTY. TYPE QTY. Minimum Fee Q.1.1 Dryer Q.1.1 O.itlet, Appliance Service Repair A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Sprinkler Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Cap - Water Fixture - Fluorescent Gas - Appliance Oa en Pump, Domestic Space Heater (kw) Supply, AC Well A/C Central 16-20 Ton Cap - Sewer Fixture Light Gas - Natural Pa -king Lot Lights Pump, Fire Stand Spas/Hot Tubs Temporary Toilet A/C Central 20+ Ton Catch Basin Flood Lights Gas - Propane Pingmold/Strip Pump, Re- circulate Subfeeds, No. of Amps Temporary Water Closet A/C Window Clothes Washer FPL - Load Central Gas Piping Posts Pump, Replace - Pool Swim Pool, Commercial Urinal Air Conditioners Dental Chair Garbage Disposal Grease Trap Range/Range Top Pump, Sp "inkier Swim Pool, Residential Utility - Sewer Chiller Discharge Well Generators, etc. Ice Maker Receptacles Pump, Su: nnp Switchboards Utility - Water Vacuum Pump Water Closet Clear Violations Dishwasher Heat Recovery Indirect Wastes Interceptor RefL igerator, Comm. (p/PH) Relay Repair Roof Inlet Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Remw - Temp Service Water Heater New Demolition Low -volt, Intercom/Teleph. Repd:ir Circuits Water Re -pipe Water Service Dishwasher Low -volt, Television Serve, Number of Amps Drains, French Miscellaneous Equipment MECHANICAL TYPE, Minimum Fee QTY. TYPE Condensate Drain Q . 1 . VPE Gene' ator Q.1.1 .1.1.1.E Refrigeration, Tons Q.1.1 A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint ; 3ooth . Sprinkler Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Cap - Water Periodic Inspections Gas - Appliance Barbecue Pump, Domestic Fire Sprinkler System Supply, AC Well Procesa/Pressure Piping Cap - Sewer Gas - Natural -Bath Fan - Vented, # Pump, Fire Stand Fireplaces, Number of Temporary Toilet Pressure Vessel Catch Basin Gas - Propane PLUNIBING .1.1.1,1; A/C Condensate Q .1.1 'FI Drains, Roof QTY. TYPi. Miscellaneous Fixture QTY. TYPE Soakage Pit QTY Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Sprinkler System Cap - Fixture Fountain Pump ard Abandon 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, Sp "inkier Utility - Sewer Discharge Well Ice Maker Pump, Su: nnp Utility - Water Vacuum Pump Water Closet Dishwasher Indirect Wastes Interceptor Relay Repair Roof Inlet Disposal Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tame Water Heater New Drains, Area Meter Set (Gas) Sewer Con section Water Re -pipe Water Service Drains, Floor Minimum Fee Shower Drains, French Miscellaneous Equipment Sink Well, Supply 111 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) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) .r Metropolitan Dade County (C.C.F.) $ . Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review REVIEWED AND PREPARED BY: LI PROOF OF OWNERSHIP (Attach) HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village Bond ( sq.ft: = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE I 00 1 (''° DATE: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PROPERTY OWNER Name (.,.� _) Ad dress ( \W ‘,3 e ekr S\ cee\� zr, , %,_.,„Q_, fLe 2 Alteration Exterior Home Telephone i c1 ,_- oi 4 Business Telephone �� C 7 c‘ l c f.1 1, "` Alteration Interior Fax oC ' 7C —k ^ O OE(..9 Demolish TYPE OF MANAGEMENT (✓ ) Enclosure New Cons'ruction Alteration Exterior Re ' air Alteration Interior Demolish Relocation of Structure Shell Only Foundation: Only Add'l Attachment Other Add'I Detachment Other ° I S11RUCTIONS - The following stej's must be taken to obtain I permit f Step 1. Master :?ermit No. Subsidiary Permit No. � • 02-0 (- • 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 roof ng 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. 4 PL1CATION C` r K y Job Address: 1 z CO �- J� 1 v-P Address PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Folio Number 5 ( sc . tion of Work c \c V \c \ Off) S Lot Block Subdivision PB PG Zoning Linear Feet I /' Current Use of Property quare Feet • L Units Floors Proposed Use of Property Y _ Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other ARCHITECT Name License No. Address Telephone Fax Apt. City State Zip Tax Assessed/Appraised Value Flood Zone ENGINEER Name License No. Address Teephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name PERMIT APPLICATION om the Miami Shores Village: Base Floor Elev. Page 2 I1\IPORTANT NOTICES 1. 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 required from other governmental 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. 1If 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, 1°` 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 Contra to T ature of Owner� 2 Print Name Sw o and subscribed before me this / day of 0 ---C lV ► .' -_ 1 . Y ta _ R SEAL ANGELA BECKER l(+ C COMMISSION NUMBER lIP• Q CC786697 7 4. OF F`Q MY COMMISSION S 200 SEAL: Personally known OR, Produced Identification / Personally known OR, Produced Identification . Type of Identification Produced: J 2..AL T Type of Identification Produced: COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION RICHARD FOLLIGUET KAYA FOLLIGUET 1100 BAY DRIVE '; MIAMI BEACH, FL 33141 • Pay to the Order of cgt.KISLAK 61 NATIONAL BANK 301 iI st Street, Mimi Beech. Florid 106 MO/ 2 7 SI: 225 L 5 LBO 60 044 S Date 211 cio2 L 445 63-127/670 02 M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place �Iloalcah ,FL 33012 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0512.04 ' EXPIRES: 09 /16/2003 1 APPROVED: 10/12/2000 \\ s04500011pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster ®builu ingcodeonline.com 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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375.2558 CONTRACTOR h:NFORCE>IENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) ot: Series 4230 Aluminum Fixed Window 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES f ?OR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homcpag2: http : //www.buildingcodeonlinc.cotn Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 00- 0512.04 AL'PROVED EXPIRES : September 16, 2003 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 2 2000 1. SCOPE 1.1 This revises and renews the notice of Acceptance No. 96- 1008.04, which was issued on September 16, 1997. It approves an aluminum fixed window, 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 inc.icated in the approved drawings. 2. PRODUCT DESCRIIPTIION 2.1 The Series 4230 Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No. PW- 00 -01, titled "Series 4230 Aluminum Fixed Window," dated 8- 24 -00, Sheet 1 thru 3 of 3, signed and sealed by Francisco Hernandez, P.E., 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 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed picture window and its components shall be installed strict co • lance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this uni will require hurricane protection system. 5. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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. 2 of 3 Man, 1 Perez, P.E., Produc • trol Examiner Prod Control Division Sunshine Windows Manufacturing, Inc. 3 of 3 ACCEPTANCE No.: 00- 0512.04 APPROVED OCT 1 2 2000 EXPIRES : September 16. 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. All approved products shall be permanently labeled w th the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Bu,lding 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 i "s distributors and shall be available for inspection at the job site at all time. The engineer need no reseal the copies. 8. Failure to comply with any section of this Acceptance shal be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this 'Est page 3. END OF THIS ACCEPTANCE Manuel erez, P.E., Product of Examiner ]Product Control Division e • - .. \ � � .. f . #10 S.M.S. 1 1/2" MIN. EMBEDMENT INTO WOOD OR 3/16 TAPCONS 1 1/4 MIN. EMBEDMENT INTO CONCRETE. FOR SPACING INFORMATION SEE ELEVATIONS ON SHEETS 2 AND 3 SW -102 SW -101 3/16" ANNEALED OR TEMPERED GLASS OR DSB ANNEALED GLASS SW -102 r—SW -101 i b . • . • : • SECTION A - A WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TO THE BUILDING STRUCTURE #10 R 3/ 6 TAPCONS 1 1 EMBEDMENT 4" MIN. EMBEDMENT INTO CONCRETE. FOR SPACING INFORMATION SEE ELEVATIONS ON SHEETS 2 AND 3 t SW -102 � -101 Z I mr�n #10 X 1 " S.M.S. FOR SPACING INFORMATION SEE ELEVATIONS ON SHEETS 2 AND 3 c MIAMI —DADE COUNTY APPROVED MULLION AND 3 BASED ON THE FOLLOWING TESTS: 1.) FTL =1419 OF 04 -02 -96 TEST SIZE= 46" X 108 1/8" TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS = +90.0 —90.0 PSF WATER INFILTRATION TEST= 15 'PSF TESTED GLASS= 3/16" TEMPERED 2.) FTL -1420 OF 04 -02 -96 TEST SIZE= 37" X 74" TEST LOADS= +60.0 —60.0 PSF DESIGN LOADS= +40.0 —40.0 PSF WATER INFILTRATION TEST= 12 PSF TESTED GLASS= 3/16" ANNEALED 3.) F1L -1421 OF 04 -02 -96 TEST SIZE= 26 1/2" X 53 1/4" TEST LOADS= +67.5 —67.5 PSF DESIGN LOADS= +45.0 —45.0 PSF WATER INFILTRATION TEST= 12 PSF TESTED GLASS= DSB ANNEALED h 0.394 0.. T AL PART No. SW -102 GLAZING BEAD 6063 -T6 of APPROVED AS COMPLYING WITH THE SOUTH FLORID BUILDING CODE DAT Br _ PRODUC' C1 OL DIVISION SUILDiNG CODE COMPLIANCE OFFICE . ACCEPTANCE NO t'O Art 2 -• 0 4 2000 PART No. SW -101 FRAME 6063 -T6 SIS TABLES ON SI FTS 2 FRAgcflOO HERIMIX2 FLORCA PE 1 513x3 Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Place 641 . Eiw""'a 33092 Ph: (125)364-2252 Fax:(305 —511a 03 0 1 c � •c Weft M pQ� i Ld 'Eke ogo at Uzi o...., e M H o.cs: 8 -24 -00 soda 1/2"=1" O ANG nee PW -00 -01 SHEET 1 OF .3 WINDOW SIZE L x S XNCIMS DESIGN PRESSURE CHART a PSF 3/96" TEMPERED GLASS 3/96° ANNEALED GLASS • GLASS 3/96°' ": :! . :'': GLASS WIC ANNEALED GLASS POS. NEG. POS: NEG. POS. NEG. 120 X 40 96.94 96.94 - - - - 120 X 37 100.00 104.15 - - - - 120 X 26 100.00 140.59 - - - - 120 X 19 100.00 186.29 55.55 55.55 - - 108 X 46 90.00 90.00 - - - - 108 X 40 100.00 100.00 - - - - 108 X 37 100.00 106.30 - - - - 108 X 26 100.00 142.51 - - - - 108 X 19 100.00 188.09 61.89 61.89 - - 96 X 50 82.80 82.80 - - - - 96 X 46 90.00 90.00 - - - - 96 X 40 100.00 102.93 - - - - 96 X 37 100.00 109.12 - - - - 96 X 26 100.00 144.99 48.82 48.82 - - 96 X 19 100.00 190.39 64.84 64.84 - - 91 X 54 76.67 76.67 - - - - 91 X 50 82.80 82.80 - - - - 91 X 46 90.00 90.00 - - - - 91 X 40 100.00 103.50 - - - - 91 X 37 100.00 110.57 - - - - 91 X 26 100.00 146.25 49.81 49.81 - - 91 X 19 100.00 191.54 65.23 65.23 - - 84 X 58 71.38 71.38 - - - - 84 X 54 76.67 76.67 - - - - 84 X 50 82.80 82.80 - - - - 84 X 46 90.00 90.00 - - - - 84 X 40 100.00 103.50 - - - - 84 X 37 100.00 111.89 - - - - 84 X 26 100.00 148.31 50.51 50.51 - - 84 X 19 100.00 193.42 65.87 65.87 - - 78 X 63 65.71 65.71 - - - - 78 X 58 71.38 71.38 - - - - 78 X 54 76.67 76.67 - - - - 78 X 50 82.80 82.80 - - - - 78 X 46 90.00 90.00 - - - - 78 X 40 100.00 103.50 - - - - 78 X 37 100.00 111.89 - - - - 78 X 26 100.00 150.43 51.23 61.23 - - 78 X 19 100.00 195.34 66.52 66.52 - - WINDOW SIZE L x 8 DESIGN FRANCBCO HERNANDEZ P. E. Structural Engineering 351 NW 82nd AVE #1118 Miami, Florida 33126 Phone (305) 264 7919 Fax (305) 266 3427 ` SURE (I ,. tT o PSIS SERIES 4230 ALUMINUM 3/96°' ": :! . :'': GLASS WIC ANNEALED GLASS Irk.% Gig Dots. 8 -24 -00 scale: 318 " =1 ' POS. NEG. POS. NEG. POS. NEG. 74 X 66 62.73 62.73 - - - - 74 X 63 65.71 65.71 - - - - 74 X 58 71.38 71.38 - - - - 74 X 54 76.67 76.67 - - - - 74 X 50 82.80 82.80 - - - - 74 X 46 90.00 90.00 - - - - 74 X 40 100.00 103.50 - - - - 74 X 37 100.00 111.89 - - - - 74 X 26 100.00 152.08 51.79 51.79 - - 74 X 19 100.00 196.81 67.03 67.03 50.38 50.33 63 X 58 71.38 71.38 - - - - 63 X 54 76.67 76.67 - - - - 63 X 50 82.80 82.80 - - - - 63 X 46 90.00 90.00 - - - - 63 X 40 100.00 103.50 37.00 37.00 - - 63 X 37 100.00 111.89 40.00 40.00 - - 63 X 26 100.00 157.95 53.79 53.79 - - 63 X 19 100.00 202.01 68.79 68.79 55.52 - 55.52 - 53 X 50 82.80 82.80 29.60 29.60 53 X 46 90.00 90.00 32.17 32.17 - - 53 X 40 100.00 103.50 37.00 37.00 - - 53 X 37 100.00 111.89 40.00 40.00 - - 53 X 26 100.00 159.23 56.57 56.57 45.65 45.65 53 X 19 100.00 209.01 71.18 71.18 57.44 57.44 46 X 40 100.00 103.50 37.00 37.00 - - 46 X 37 100.00 111.89 40.00 40.00 - - 46 X 26 100.00 159.23 56.92 56.92 45.87 45.87 46 X 19 100.00 216.19 73.63 73.63 59.42 59.42 38 X 37 100.00 111.89 40.00 40.00 32.23 32.23 38 X 26 100.00 159.23 56.92 56.92 45.87 45.87 38 X 19 100.00 217.89 77.89 77.89 62.76 62.76 26 X 26 100.00 159.23 56.92 56.92 45.87 45.87 26 X 19 100.00 217.89 77.89 77.89 62.76 62.76 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Picini tee.: -.A, F 3 3 1 3 Ph: (305)364 -6052 !P®z:(305)328-5116 FRANCBCO HERNANDEZ P. E. Structural Engineering 351 NW 82nd AVE #1118 Miami, Florida 33126 Phone (305) 264 7919 Fax (305) 266 3427 SERIES 4230 ALUMINUM Draw,, D M H Dots. 8 -24 -00 scale: 318 " =1 ' Rsvidon: Rioak a OWING NO. PW -00-O 1 SHEET 2 0F3 SHORT SIDE TROL DIVISION } RECTANGLE TYPICAL ELEVATION APPROVED AS COMPLYING WITH THE SOUTH FLORI$ BUILDING CODE DAT de . BY PRODU'T 000 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO AO " Of /Z •Y FRANCISCO HERNANDfZ FLORIDA PE / 5130.7 a DESIGN PRESSURE CHART - PSF 3/16" TEMPERED GLASS 3/16' ANNEAL GLASS DSB ANNEALED GLASS POS. POS. NEG. POS. NEG. POS. NEG. 48 100.00 208.23 55.45 55.45 30.56 30.56 42 100.00 237.97 72.43 72.43 39.91 39.91 36 100.00 270.00 80.00 98.58 54.33 54.33 30 100.00 270.00 80.00 119.10 78.23 78.23 24 100.00 270.00 80.00 148.88 80.00 122.23 WINDOW gIzE INCAS DESIGN PRESSURE CHART - PSF 3/16" TEMPERED GLASS 3/16" ANNEAL GLASS DSB ANNEALED GLASS POS. NEG. POS. NEG. POS. NEG. 48 100.00 149.39 53.05 53.05 29.23 29.23 42 100.00 170.73 61.03 61.03 38.18 38.18 36 100.00 199.19 71.21 71.21 51.97 51.97 30 100.00 239.02 80.00 85.45 74.83 74.83 24 100.00 270.00 80.00 106.81 80.00 116.93 OCTAGON TYPICAL ELEVATION 2 ANCHORS PER SIDE (TYPICAL) HEXAGON TYPICAL ELEVATION 2 ANCHORS PER SIDE (TYPICAL) APPROVED AS COMPLYING WITH THE SOUTH FLORII: BUILDING CODE DA / Ott AR 00° BY r PR '' NT DIVISIO t - 8UILD ING CODE COMPLIANCFICE ' ACCEPTANCE NO Q� �' 0 4- Sunshine Windows Manufacturing, Inc. 1745 W. 33711 tftza Moak Eland° 33012 Ph: 305304 -Q952 Fax:(30S -511 pd o c c I a D EW g Nommil MIA MI -D `PRODUCT CONT'' OL N Sunshine Windows Manufacturing, Inc. 11745 W. 33 rd Place IHiialeah Accepts nce No.:99- 0310.011 Expires:05 /02/2002 1) FL 33®112 TICE CIF ACCEPT The expense of such testing will be incurred by the manufacturer. NC 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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Ufa Clipped Aluminum Tube MMllions (Noes reinforced) 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 recomme :sided for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conc itions 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,l3CCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves th,: 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIEIEET, SEE ADDITIONAL PAGES I ?OR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 i nder the conditions set forth above. Approved: 05/13/1999 Internet nenil address: postmaster ©huildingcodeonline.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage:*http://www.buildingcodeonline.coan Saeyishine Windows Manufacturing, Inc 2 of 3 ACCEPTANCE No. a 99- 0310.01 A1PPI18i dED IEXPY NOTICIE OF ACCEPTANCE: SIFECIFIQ' CONDITIONS MAY 1 3 1999 Mav 2, 2002 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1212.04, which was issued on May 2, 1996. It approves a structural mullion system, 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. 2. PRODUCT DESCRIPTION 2.1 The Sunshine Windows U®- Clipped Alluaminuum Tube Muilioas ;Non - Reinforced) and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -15D, titled "Single Hung Window (2000)," prepared by Al- Farooq Corporation, dated November 17, 1995, revised on February 8, 1996, Sheet 1 of 1, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Da:de County Product Control Division. These documents shall hereinafter be referred to as the approved draw ngs. 3. ILIMITATIONS 3.1 Both mullion (size and span), as well as anchor (type) selected desigii pressure rating, per Toad charts, must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.2 This approval applies to unclipped structural mullions to be installer, vertically, as shown in the approved drawings. 3.3 Mullions are to be used only to support Sunshine Windows Series 2000 Single Hung Windows with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed it strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT r. QU11R E1 ENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.11.1 This Notice of Acceptance. 6.11.2 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 proposes: installation. 6.11.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.11.4 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. Manuel rerez P.E., Product C Product ontrol Division Examiner Sunshine Windows Manufacturing, Inc ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 99- 0310.01 MAY 1 3 1999 May 2, 2002 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of th <u 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 pertion 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 c'.ocuments, 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 need 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 1 through 3. END OF THIS ACCEPTANCE 3 of 3 Manue Produc onto' Division P.E., Product Contr a' aminer SIZES DESIGN CAPACITY P SF� - WINIX5fr WIDTH (IN.) . DIMS HEIGHT (IN.) AN H RS MUW'NS HEAD AND SILL W L A B 1x2 1x3 1x4 19.125 26.5 37 53.125 26 183.2 366.5 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 300.0 300.0 300.0 170.4 340.8 227.5 300.0 300.0 19.125 26.5 37 53.125 38.375 104.5 209.1 290.1 300.0 300.0 86.5 173.0 209.4 300.0 300.0 78.3 156.7 150.0 234.6 300.0 78.2 156.5 104.5 163.4 223.8 19.125 26.5 37 53.125 50.625 73.3 146.7 166.7 260.8 300.0 58.2 116.3 120.3 188.2 257.8 48.5 96.9 86.2 134.8 184.7 44.9 89.9 60.0 93.9 128.6 19.125 26.5 37 53.125 63 56.4 112.7 89.3 168.4 230.7 43.7 87.4 64.4 121.5 166.5 35.0 70.0 46.2 87.0 119.2 29.8 59.5 32.1 60.6 83.0 19.125 26.5 :if 53.125 74.25 46.6 93.1 54.5 103.0 166.1 35.6 27.9 71.3 55.8 [ 39.4 74.4 119.9 28.2 53.3 85.8 22.7 45.5 19.6 37.1 59.8 1 OR 2 SCREWS AT EACH SIDE OF MULLS A - 1 SCREW DCH SIDE B - 2 SCREWS EACH SIDE 5 0 z T 1' 1 VIDTH 1 10 X 3�4• S.M.S. 6' FROM ENDS & 24 O.C. MAX 3 /JAMB UP TO 38 -3/8' HIGH 4 /JAMB OVER 38 -3/8 HIGH ralcx CONNEC110N TO SiRUC TINT RE WITHOUT MUWON CUP -e- 4 • VINDCOV VIDTH---1 ALL WINDOWS WIDER THAN 26 -1/2' TO HAVE FASTENERS AT CENTER OF HEAD & SILL FOR OTHER PERIMETER ANCHORS' REFER TO PRODUCT APPROVAL ANCHORING CONORIONS VARYING FROM THOSE SHOWN IN THESE CALCULATIONS SUBJECT TO SEPARATE ENGINEERING REVIEW. ' WINDOW ANCHORS 1 X2X1/8' ALUM TUBE T OFR C. P Y;Lctr morrz . Es 1 .695 IN = .560 IN? TYPICAL MUWON SEE MUWON GRAPHS FOR WINDOW SEE CORRESPONDING COMPARATIVE ANALYSIS W000 BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED v t Ah� MlJ l.l_LlJ VdIIVIJUW� MIQVIMULUON 3/16' TAPCONS 1' MIN. EMBED. ........................ • ' A • PRECAST CONC. SILL Wit .2, 7 1 1.313 IN .6-76 IN . _ ' o a . a a Q , • FRAME JAMB SSW -011 1. 5/16' MAX._' 3/16' TAPCONS 1 MIN. EMBED. MULLIONS CONTAINING FRAME MEMBER # SSW-011 AT EACH SIDE _HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 4 X 1/8' ALUM TUBE 5/16' MAX. Traj. RQ o 4, 0 us c 2.400 IN: = 1.200 IN BY TION. DATE Ma RECTANGULAR ALUMINUM TUBE MULLIONS ( NJN- CLIPPED1 WINDOW FRAME MEMBER # SSW -011 INCLUDED IN PROPERTIES, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA r i 19 BY PRODU ONTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 0 I Z )2. D INSTRUCTIONS; USE MUWON /ANCHOR LOAD CNIART AS FOLLOWS. ACCEPTANCE Na 99 - p31 0. t. DETERMINE DESIGN LOAD REQUIRED PER ALSCE 7 -86. FOR PARITCULgt OPENING. USE DADE COWIN APPROVED GLAZING PRODUCT'S MEEPNC .. 0VE LOA REQUIREMENTS. USE CONK Ec OW TO MULLION AS PER PRODUCT APPROVAL USING MULLION LOAD CHART DETERMINE MUWON CAPACITY WNICM MUST C10EED THE DESK LOAD SPECIFIED IN STEP 1 A SSOVE. USING ANCHOR LOA CHAT SELECT ANCHOR M TH DES:GN RAMC MORE THAN THE DESIGN LAS SPECIfl m STEP 1 A SOVZ. CONTROL DIVISION NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE 'AND LOAD. AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. 11LE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 -75. t MIAMI-0iADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0304.02 Expires:04 /08/2002 Approved: 05/13/1999 Internet email address: postmaster@buildingcodeonline.com 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 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375 - 2558 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 Clipped Aluminum Tube Mullions with Steel Reinforcement 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 controhtesting. 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 ti a 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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. 0„hir. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.cona Sunshine Windows Manufacturing, Inc ACCEPTANCE No.: 99- 0304.02 APPROVED MAY 1 3 1999 IEXPIIRES April 8, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 11.1 This renews the Notice of Acceptance No. 96- 1203.02, which was issued on January 6, 1997. It approves a structural mullion system, 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 de °ermined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Sunshine Windows Clipped Aluminum Tube Mullions w/ Steel Reinforcement and its components shall be constructed in strict compliance with `. he following documents: Drawing No. M95 -15G, titled "Mullion Details ", prepared by Al -Farooq Corporation, dated November 17, 1995, revised on Nov. 25, 1996, Sheets 1 thru 3 of 3, 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 3.Il Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must each meet or exceed the pressure requirement for the opening in which it is to be installed. 3.2 This approval applies to structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.3 Mullions are to be used only to support windows and/or doors with a current Notice of Acceptance. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion cannot be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufactu:er's name or logo, city, state and 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 selec°ed for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the install . tion of this system. 2 of 3 Manu Perez, P.E., Product C Examiner Produ•: ontrol Division Sunshine Windows Manufacturing, Inc APPROVED MAY 1 3 1999 EXPIRES April 8, 2002 NOTICE OF ACCEPTANCE: STAN ®ARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled witi the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture cf 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 -Cade 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 need 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 1 through 3. END OF THIS ACCEPTANCE 3 of 3 ACCEPTANCE No.: 99 0304.02 Manuel erez, P.E., Product Co i o)Examiner Product trol Division r 6.000 4.000 1.580 —+• ' • APZI .180 .'I Fes--- 2.000 --a." SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 4 10 S.M.S. 0 12' 0.C. C4X5.4# MUWONS WITH STEEL REINFORCEMENTS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL STEEL REINFORCEMENTS TYPICAL GLAZING PRODUCT ALTERNATE TO ANGLES CLIPS TO FLOAT INSIDE MULLIONS (NO SIDE FASTENERS REQD.) TO TIE USED AT Ham, SILL AND SAAB CONDITIONS CUP FOR 1 X 2 MAT. 6063 —T5 1 X 3 1 X 4 TUBES MULLION CLIPS INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88, FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL STEP 4 SPECIFY MAXIMUM SHIM SPACING. MEP-5 USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. CLIP FOR 2 X 4 MAT. 6063 —T5 2 X 6 TUBES RECTANGULAR MUWONS WITH STEEL INSERTS USING PROPERTIES FOR STEEL & ALUM TUBES, NOTES. 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE. WIND LOAD. AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MUWONS TO BE ALLOY 6063 —T5. 5. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED. PRODUCT RENEWED ACCEPTANCE Na q - 03 Oy • OZ TION DATE A Q R,,ci 1067_ By ///,, BUILD G ► • DE COMPLIANCE CONTROL DIVISIO i• • ENGINEER HUMAYOUN FAR000 PE 1 16.557 raw1 g no. M95 -15G sheet 1 of 3 N w .II• m■ maimmniIimInaremin ■■ ■INIMM ■w■U■R 11 111 ∎111 ■iii■IiiMIfiti ■■ ■►\ ■■\■11111■K i ∎41■E■ ■■ IMMIO 111■ ■■1•,.■ ■■.■■ ...■1111111Mlli11■, ■„ ■■'. ■ ■ ■■ , EYIELIIM —'` ■ ■ ■ 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A,B, OR C MULLION LOAD CHART L ------MULLICIN SPAN +i 1 x3 x1/8 - ALUM. TUBE WITH STEEL G1X3 - HORIZONTAL MUUJON PRODUCT GLAZING PRODUCT GLAZING PRODUCT 0 1 TRIBUTARY WIDTH = w� + W2 2 GLAZING PRODUCT GLAZING PRODUCT 1_. TYPICAL MULLION ARRANGEMENT$ ANCHORS TYPE A.B. OR C VERTICAL MUU_ION TRIBUTARY WIDTH = W1 + W2 2 MULLION LOAD CHART 1'x4 - xl /8 - ALUM. TUBE ,-. 11 .n11 WITH STEEL 1X4 -S ■,,..1111 111\1 ■►\ ■►1 ■ ■11M■■ 1111111•■111■■•■ ■■■ 11111 ■L11■, ■1111■■■■ \� ■ � ■ ►� ■ iii Yid il':iioii� ■. 1111'•\ ■► ■ ■, ■■E, ,■■,,.. ■,. ■ „■..,... 1111■. 11111■■'■ ■M ■ ■MEI ,,,, ■'PIII,' ■■ \�:�.i\ ■ice. � ■ \� 20 30 40 SO 60 70 BO TRIBUTARY WIDTH - INCHES N f ANCHOR LOAD CHART • 2 - x4 - x1/8 - ALUM. TUBE ANCHORS 'i YPE A IecT -Mo 1 1 1 ______ ► ' Vii. somaimmumm MORN NMENME 6 MR MOM= ■,XN`��M■ 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART WITH STEEL t‹.1 -S JINI li INSAI IIM■ \V■I ■I•111 111111111■1■11111■► ►11111■■IMIMOM ■■■ m • 1111■1111111MIMMILIONI ■■13111111■■■■■•■■ m i\\■M■\ ■■ ■1111■ ■ ✓ 1 m 111, ■„ ■ ■�� ■,. ■ " 11 ■ice■ ■►iii ■�,, INEM.,... ■■. ■ .111E ■,. ■.,, 1 ■■■■.,'■'M..' 0 30 40 SO 60 70 BO TRIBUTARY ! IIDTH - INCHES ANCHOR LOAD CHART ANCHORS TYPE S RscT-o 1 Islip ...... . 1111 4 VT VIVI IIVI VIII IIVI VIII VIII VII r IVI VIII "IV VIII "IV ANCHOR LOAD CHART ..o ACCEPTANCE No. CO -030`{ .9Z_ 30 40 Sd 60 70 80 TRIBUTARY WIDTH - INCHES mmomnimmommmmm naimummem mmmummammismam monalmummamomm ■mma momu ■aim ■■`S\M►��i OMMEN ■ ■NOMM M■,E'■ II UMMAMMIEM BMWEMIIMIS \a ■ ■ ■•■MEMMM.. • ■M■ilL� MUMWM ■■ ■II■■O ►\MO■ 1111 ■• ■ ■■►►UN► MULLION LOAD CHART ANCHORS TYPE C RCLT -C 20 30 40 S 60 80 20 30 40 SO 60 70 BD TRIBUTARY DL 70 itENEWED TRIBUTARY WIDTH - DICHES PAN c 13 c O c v plc 0 4 2 2.000 MIN MUWON 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8 ALUM ANGLE 9 14 S.M.S. 2/ ANGLE MUWON - MUWON 1.500 MIN 2 X 2 X 1/8' ALUM ANGLE -1 2 -5/8' LONG 7 1 cD f 1.500 •+•I MIN 9 14 S.M.S. 1 -1/4' MIN. EMBED INTO WOOD 1/ ANGLE PRECAST SILL CONC. 3/16 DIA. TAPCON 1 1/2' MIN. EMBED 1/ ANGLE 9 14 S.M.S. 2/ ANGLE 2.000 MIN 2X2X 1/8' ALUM ANGLE 9 I 2/ ANGLE 1 " ) i ‘ - MUWON MUWON 2 X 2 X 1/8' ALUM ANGLE — 2 -5/8' LONG 7 1 +1500 MIN •a ®• d•. d 9 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE • 2.000 MIN MUWON MULLION CLIP ANCHORS TYPE A,B DR C - • MULLION CUPS AS SHOWN IN THESE DETAILS ARE APPLICABLE TO VERTICAL OR HORIZONTAL MULLIONS 2 X 2 X 1/8 ALUM ANGLE 9 14 S.M.S. 3/ ANGLE MUWON CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS I.E. 2- 11/16' FOR 3' MULLION 2 X 2 X 1/8' ALUM ANGLE 3 -5/8' LDNG BY TION DATE • NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY d• PRODUCT RENEWED ACCEPTANCE No. 9. q - o3oLf• o Z CONTROL DIVISION COMPLIANCE 0 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE WOOD BUCKS NOT BY SUNSHINE MUST SUSTAIN LOADS IMPOSED, 1 Os .. 11 M9 W tl,,ww < lI 6 0a C• Lo Z o W z CO Z � J < o cn 2 ,9) MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah FL 33012 Acceptance No.:00- 0403.07 (Revises No.: 98- 1222.02) Expires:04 /22/2002 Approved: 06 /02/2000 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet mail address: postmaster@buildingcodeonline.com 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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 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 Series 2000 Aluminum Single Hung Windows - Non Impact and Impact Resistant. 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCC) and approved by the Building Code and Product Review Committee to be used in Dade County, Florida udder the conditions set forth above. rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Oftcc Homepage: http : / /www.buildingcodeonline.com Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 00- 0403.07 2of3 APPI.2OVED JUN 022000 EXPIRES : April 22, 2002 NOTICE OF ACCEPTANCE: SPECII'IC CONDITIONS L SCOPE 1.1 This revises and replaces the Notice of Acceptance No. 98- 1222.02 which was issued on April 22, 1999. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida B gilding Code (SFBC), 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. 2. PRODUCT DESCRIPTION 2.1 The Series 2000 Aluminum Single Hung Window — No 3-Impact & Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No SH98 -04, titled "Series 2000 Aluminum Single Hung Window" Sheets 1 through 5 of 5, dated 3/25/99, revised on 3/25/00, signed and sealed by Francisco Hernandez, P.E., bearing the Miami - Dade County Product Control approval stamp with the Noti ;e 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 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size for the different non - impact window options, see "Comparative Analysis Chart" tables in sheet 1 of approved crawings. For Design Pressure Rating of large missile impact windows see Design Pressure Rating in sheet 5. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control A;)proved ". 6. BUILDING PERMIT REQUIREMENTS 6.11 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 Sou • ida Building Code (SFBC) in order to properly evaluate the install , ion o this syste, Man Prod erez, P.E. rodu ntrol Division trol Examiner Sunshine Windows Manufacturing, Inc. ACC No.: 00- 0403.07 APPROVED EXPIRES April 22, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supperting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled w- 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 requ 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 purpose. Manu Perez, P.E. Product Produ ;enl Division END OF THIS ACCEPTANCI 3 of 3 9. This Notice of Acceptance consists of pages 1, 2 and this last pa JUN 0 2 2000 6. The Notice of Acceptance number preceded by the words Miam -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 need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Examiner DESIGN PRESSURE HART - PSF SERIES -2000 ALUMINIUM SINGLE HUNG WINDOW HURRICANE PROTECTION IS REQUIRED WINDOW DIMENSION ANCHOR SCHEDULE LIGHT DUTY MEDIUM DUTY HEAVY DUTY (W/ STEEL REINFORCEMENT) 3/16" TAPCONS 3/16' - ANNEAL GLASS 3/16' - ANNEALED GLASS 1/4" -ANN. GLASS PER LEAD AND SRL PER JAMB DSB -ANN. GLASS 3/16" ANN. GLASS 3/16' TAPCONS 1/4" TAPCONS 3/16' TAPCONS 1/4" TAPCONS 1/4 TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/8' 28' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37' 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 53 1/8' 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0 122.5 98.0 184.8 19 1/8' 38 3/8' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 3 60.7 87.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0 122.5 98.0 184.8 14 53 1/8 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 98.0 122.5 122.5 98.0 98.0 122.5 119.1 98.0 1122.5 98.0 184.8 2 60.7 67.5 603 119.1 98.0 119.1 98.0 122.5 98.0 184.8 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 931 /8' 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 191/8' 8 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2' 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 37' 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53 1/8' 4 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 19 1/8' 74 1/4' 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 26 1/2' 2 60.7 67.5 60.7 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184:8 37' 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 71.5 71.5 93.3 93.3 98.0 140.8 BASED ON Wrl. -16143 DATED 7 -12 -94 TEST SIZE= 53 1/8' X 63' (1 OVER 1) TEST LOADS- +70.0 -70.0 PSF DESIGN LOADS= +48.7 -48.7 PSF WATER INFILTRATION TEST= 9.1 PSF TESTED GLASS= 0S8 ANNEALED BASED ON MIL -16175 DATED 7 -12 -94 TEST SIZE= 53 1/8' X 63' (1 OVER 1) ZEST LOADS= +105.0 -105.0 PSF DESIGN LOADS= +70.0 -70.0 PSF WATER INFILTRATION TEST= 14.7 PSF TESTED GLASS= 3/18' ANNEALED BASED ON MITE -18178 DATED 7 -12 -94 TEST SIZE= 53 1/8' X 63' (1 OVER 1) TEST LOADS= +158.0 -156.0 PSF DESIGN LOADS= +98.0 -104.0 PSF WATER INFILTRATION TEST= 14.7 PSF TESTED GLASS= 3/16' ANNEALED to " wir APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA z 0 2 BY / //. _�:- _t� PROP COHP IL DIVISION , BUiLI I DE COMPLIANCE OFFICE 4CCEPTANCE NO. 1O - 0403.0 ?- HEAD ANCHORS SEE CHART 21" MAX. 1 6" MAX. 24" MAX. WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPUED) MAY BE USED - Z -OO FRANCISCO HERNANDEZ FL PEI 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place It'a:xh, Flarlds 33912 Ph: (365)384 -8952 Fax:(305)828 -5116 Ri rn ° ragos c l firgi v1A`fil€ . . Drown e r J N Date: 3 -25 -99 saala :1 /2 =1 RaMalon3 -25 -00 Revision: DRAWING N0. SH98-04 SHEET 1 OF 5 JAMB ANCHORS SEE CHART WINDOW HEIGHT DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG WINDOW WINDOW DIMENSION HEIGHT ANCHOR SCHEDULE 1/4" TEMPERED GLASS FOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS - HURRICANE PROTECTION IS REQUIRED STANDARD SILL 3" HIGH SILL PER IAMB 3/16" 3/16" TAPCONS 1/4" TAPCONS 3/16" TAPCONS 1/4" TAPCONS WIDTH INT. EXT. INT. EXT. INT. EXT. INT. 19 1 /15" 280 2 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 25 1 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 37' 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 53 1/8' 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 19 1/5" 3B 3/8" 2 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 25 1/2 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 37' 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 53 1/8' 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 19 1/8 50 5/8' 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 26 1/2" 2 06.7 i 40.- 66.7 3vR).i5 75.0 i 4Et.a 75.O 503.0 37' 3 66.7 124.0 68.7 164.4 75.0 124.0 75.0 164.4 53 1/8" 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 19 1/11" b 2 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 26 1/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 37" 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 53 1/x" 4 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 19 1/8' 74 t /4" 2 6 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 25 1/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 J7" 3 66.7 85.8 66.7 155.0 75.0 85.8 75.0 155.0 53 1/8' 4 66.7 69.8 66.7 75.0 69.8 69.8 75.0 75.0 BASED ON FTL -1837 DATED 11 -19 -97 TEST SIZE.. 53 1/8" X 74 1/4" (1 OVER 1) TEST LOADS= +112.5 -112.5 PSF DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF WITH STD. SILL 11.3 PSF WITH 3" HIGH SILL TESTED GLASS= 1/4 TEMPERED 4 6 " 1 TI HEAD ANCHORS SEE CHART 6" 1/4" TEMPERED ;;GLASS II 1 4 .1 - Ir 1r 11 11 11 11 11 11 11 11 11 / 11 11 / 11 11 11 11 11 11 11 11 1 1 WINDOW WIDTH 14 MAX. 1 ! 1 1/4 tEMPERED;;GLASS 11 II 1 14 MAX SILL ANCHORS SEE CHART APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D" C92 BY PROD T ROL DIVISION BUIL► CODE COMPL OFFICE ACCEPTANCE NO 0'19 4 5 IT TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED -2 -00 FRANCISCO HERNANDEZ FL. PEO 51393 ' 2 PA 8 REQVO DBSCIIIVI'ION MAMMAL 1 SW -014 1 FRAME HEAD 6083 -T5 2 SW -52101 1 FRAME SILL 8083 -T5 4 SW -015 1 MEETING RAIL 0003 -T5 5 SW -017 1 SASH TOP RAIL 6083 -T5 3 SW -43355 1 SASH BOTTOM RAIL 6083 -T5 7 SW -40771 1 3" RISER 8063 -T5 9 SW -AS 14 ASSEMBLY SCREWS # 0X1° PH PHIWP CRS 11 SW -307 2/VENT LATCH ZINC 12 SW -1320 AS ROD SEAL PILE FELT 13 SW -3257 AS RQD WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 -T5 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 13 SW -013 1 FRAME SILL/3 RISER 6083 -T5 19 SW -40770 1 BOTTOM RAIL/3 "RISER 8063 -T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6063 -T5 i 1/2 WEEP SLOTS AT EACH END 9 • • • .® i • c .. a • • 4 LIGHT DUTY TYPICAL ANCHORS SEE ELEVATION FOR SPACING AN LATCH OPTION EZI (Pi 3/4 X 3/3 STEEL BAR USED AT HEAW DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 02 �, o BY 7j! PRODU CO& .OL DIVISION BUILDING CODE COMPLIANCE i ICE ACCEPTANCE NO. 00 -° 04 03.0 ?' 2" SILL LATCH TYPICAL ANCHORS SEE ELEVATION FOR SPACING WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE INTO 2BY WOOD BUCKS OR WOOD STUCTURE 3/16 OR 1/4 TAPCONS WITH 1 1/2" MIN. PENETRATION INTO WOOD INTO 1 BY WOOD BUCKS OR INTO MASONRY 3/16 OR 1/4 TAPCONS WITH 1 1/4 MIN. EMBED INTO MASONRY GLAZING :` zi :.: 0 USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 1/2 WEEP SLOTS AT EACH END 4 . 1 i.: MEDIUM AND HEAVY DUTY 5/e X 5/8" STEEL BAR USED AT HEAW DUTY WINDOW ONLY 1/2 WEEP SLOTS AT EACH END 1 a Z 9t3 tn 1 BY OR 2 WOOD BUCK LIGHT DUTY MATERIAL LIST (VERTICAL SECTION) 2 SILL. LATCH 1/2 WEEP SLOTS AT EACH END '3 -2 5 -00 FRANCISCO HERNANDEZ FL PEI 51393 1 BY OR 2 BY WOOD BUCK MEDIUM AND HEAVY DUTY Sunshine Windows Manufacturing, Inc. 1745 t17. 33rd Fuca =312 Ph: {305)364 -9952 Nu:(305)326 -511 S 5; Drawn Dy: JN W.: 3 -25 -99 Scats: 1 /2"=1 R.v*,1on: R edstart: DRAINING 1N0. SH98 -04 SHEET 30F5 =RI 8 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Plana Hialeah. Florida 33512 R: (303)334-;352 Fax:(305 )828 -5118 REQD. I4 w Em a�� c -2 R R Will .� V) i I Ti ■ MATERIAL NI 1 r,„ 0 w d . 2 FRAME JAMB Drown ar JN Dal.: 3 — 25 -99 Scats: 1/2"=1" Ravbtan — — R. on 6063 —T5 DRAWING MO. SH98 -04 SHEET 4 OF 5 4/VENT =RI 8 PART 9 REQD. DESCRIPTION MATERIAL 3 SW -011 2 FRAME JAMB 6063 —T5 8 SW -012 2 SASH SIDE RAIL 6063 —T5 10 SW -8202A 4/VENT FACE GUIDES NYLON 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 —T5 16 SW -540 2 SPIRAL BALANCE ALUMINUM 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 1 BY OR 2 BY r WOOD BUCa HORIZONTAL SECTION MATERIAL LIST (HORIZONTAL SECTION) TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA:Eu.'t' 0 BY _ PRODU GUILD! L DIVISION CODE COMPLIANCE OFFICE ACCEPTANCE NO C" 0 0 1.312 2.127 — 2.032 --d 2.750 0.050 FRAME HEAD SW -014 6063 —T5 j 2.078 — FRAME SILL SW -52101 6063 —T5 r-- 1.890 0.912 1.000 !— SASH BOTTOM RAIL SW -43355 8083 —T5 2.314 2.000 r 1.250 0.887 Fr- 0.304 0.39511—r —q— 0.750 GLAZING STOP SW -010 8063 —T5 0.937 �— 2.375 - FRAME JAMB SW -011 8083 —T5 �--- 2.077 ---� F s .'E SILL SW -013 8083 —T5 0.050 1.437 MEETING RAIL SW -015 6063 —T5 �--�- 0.592 111 0 0.050 -- Io.610k SASH SIDE RAIL SW -012 6063 —T5 3.250 1.825 - 1 1.000 k SASH BOTTOM RAIL SW -40770 6063-15 H 1.525 H fr -� 0.050 1.075 -4 0.812 k SASH TOP RAIL SW -017 6063 —T5 1.043 F- -- 0.094 LATCH BOTTON RAIL SW -43353 6063-15 SILL RISER SW -40771 8083 —T5 FRANCISCO HERNAND FL PE# 51393 WINDOW HEIGHT FART 8 Sunshine Vlindows Manufacturing, Inc. 1743 Cl. 99111 Rao ICesah, Florida 33012 Fh: 359 9@4 -Ofl32 F®tt:(05 02 -;511® ID TTOK all 9 kiiiIILL 1:1 1 SW -014 1 FRAME HEAD 6063 —T5 2 SCdJSa101 1 FRAME SILL 3063 —T5 5 SW -011 2 FRAME JAMB 3063 —T5 4 SW4011 ¶k 1 MEETING RAIL 6063 —T5 5 SW -017 1 SASH TOP RAIL 6053 —T5 6 SW4335° 1 SASH BOTTOM RAIL 6063 —T5 7 SW8202E 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 —T5 9 SW —AS AS REQ ASSEMBLY SCREWS 1 8X1 ° PH PHIWP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 3W43353 2/VENT LATCH 6063 —T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 — AS RQD SILICONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 —T5 16 SW540 2 SPIRAL BALANCE ALUMINUM WINDOW HEIGHT ANCHORS PER JAMB Sunshine Vlindows Manufacturing, Inc. 1743 Cl. 99111 Rao ICesah, Florida 33012 Fh: 359 9@4 -Ofl32 F®tt:(05 02 -;511® 26" all II; Ence 3/8" 1:1 50 � A m 5 � RI 53"_. - i talif, 1 ! 73 3/4° O 0 0 / i V o a. Ev. JN Data: 3 -25 -99 seats: 1/2 1 " Rsrlalon• — —1 1 : Rsriaion: DRAWING NO. SH98 -04 SHEET 50F5 WINDOW HEIGHT ANCHORS PER JAMB 19 26" 3 38 3/8" 4 50 5/8" 5 53 53"_. - 5 73 3/4° 8 . WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8" 2 28 1/2" 3 37" 4 53 1/8" 5 w 2 0 • _ 3/4" 3/8' STEEL BAR B) 1/2' WEEP SLOTS AT EACH END ••.. • - •C TYPICAL ANCHORS D p p D D o • sca • VERTICAL SECTION LATCH OPTION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT.ZVdOe' ®2" ..® cz,l; � ^j ROL DIVISION BUILDiN( CODE COMPLIANCE OFF ACCEPTANCE NO. 04 03.0 :�nw�:wiw 2 Pri CO r L r DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF I FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT IMPACT RESISTANT WINDOW MATERIAL T GLAZING. GLASS OPTIONS: A) 3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/G HEAT STRENTHENED LASS WITH AN 0.010' INTERLAYER FILM, GI ASSI..AM SAFETY PLUS AND A 3 /I" WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE pF FILM AT PERIMETER EDGE. B) 3/8' OVERALL LAMINATED GLASS USING TWO LIGHTS OF 1/5" HEAT STRENTHENED LASS WITH AN 0.090' INTERIAYER FILM, DUPONT WITH BUTALITE. METHOD: INTERIOR GLAZED WITH 3/8" GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4" PHSMS PER BEAD. „4/// BY OR 2 BY WOOD BUCK WINDOW WIDTH HORIZONTAL SECTION a • 0 W = 0 Z HEAD ANCHORS SEE CHART \ - 14" MAX:. 11 11 TRACT GLS 11 11 Il B 11 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 4 p SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 BASED ON FTL -1982 DATED 8 -4 -98 E1' 6 SILE= 5.9 1/8 X 7;3 3/4 (1 (NEre 1) TEST LOADS= +135.0 -135.0 PSF DESIGN LOADS= +70.0 -90.0 WATER INFILTRATION ZEST= 10.5 PSF TESTED GLASS= _318 HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 -90.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED ANCHORS: INTO 2BY WOOD BUCKS OR W000 STUCTURE 3/16" TAPCONS WITH 1 1/2' MIN. PENETRATION INTO WOOD. INTO 1 BY W000 BUCKS OR INTO MASONRY 3/16" TAPCONS WITH 1 1/4" MIN. EMBEDMENT INTO MASONRY. X7/1 I 1 1I, a -oa FRANCISCO HERNANDEZ FL PEI 51393 • MIAMI-DAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Strict Hialeah ,FL 33010 The expense of such testing will be incurred by the manufacturer. APPROVED: 08 /09/2001 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 \VEST FLAGI.ER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Series "La Francais" Aluminum Outswing French Door with S,delites under Chapter 8 of the Code of Miami -Dade County governing the ;Ise 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0607.04 EXPIRES: 07/22/2006 Raul Rodriguez Chief Product Control Division THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE 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 Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Codc Compliance Office \ s045000I \pc2000 \ \cemplateOnotice acceptance cover page.doc Internet mail address: 7ostmaster @buildingcodeonlinc.com Honiepage: http : / /www.buildingcodeonline.com Yale Ogron Mfg. Co. Inc. ACCEPTANCE No.: NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWING: 1. Manufacturer's die drawings and sections. 2. Drawing No. W97 -18, Sheets 1 thru 3 of 3, titled '`Alum French Door w /Sidelites ", prepared by Al Farooq Corporation, dated 08/05/97, with revision E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E. 1 TESTS: 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with installation diagram of an aluminum ou French entrance door w /sidelites prepared by Fenestration Testing Laboratory, Inc, "est Report No. FTL -1659, dated June 18, 1997, reissued on 6/11/98, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS: 1. Comparative Analysis and Anchor Calculations prepared by Al- Farooq Corporation, P.E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATION: 1. None E. STATEMENTS: 1. Statement letter of conformance, dated August 5, 1997, signed by Dr. Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated Augus: 5, 1997, signed by Dr. Humayoun Farooq, P.E. 3. Letter from Yale Ogron, dated 2/27/01, stating that tl:e product has not changed since it was originally approved. 4. Letter from Al- Farooq Corporation, dated 5/31/01, stating that the engineer who performed the review of the product is still in the engineering business. E. OTHERS 1. Notice of Acceptance No. 97- 0815.09, issued to Yale Ogron Mfg. Co. Inc., for Aluminum Outswing French Door, dated 7/22/98, expiring on 7/2.2/01. E- 1 AP'ROVED EX[i'IRES • • 01- 0607.04 AUG 0 9 2001 July 22, 2006 Manuel c,rez, P.E., Product ont Produc ntrol Division aminer Yale Oeron Mfg. Co. Inc. ACCEPTANCE No.: 01- 0607.04 APPROVED AUG 0 9 2001 EXPIRES • July 22, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 11. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0815.09, which was issued on July 22, 1998. It approves an aluminum outswing French door as described it section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, (SFBC), 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. 2. PRODUCT DESCRIPTION 2.1 The Series "La Francais" Aluminum Outswing French Door with Sidelites and its components shall be constructed in strict compliance with the following document: Drawing No. W97 -18, Sheets 1 thru 3 of 3, titled "Alum French Door w /Sidelites ", prepared by Al Farooq Corporation, dated 08/05/97, with revision E dated 5/31/01, signed and sealed by Humayoun Farooq, P.E., 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 3.1 This approval applies to single unit applications of pair of doors and single door with sidelites, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 4. INSTALLATION: 4.11 The aluminum outswing French door and its components shall be cons e• in ct compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of thin; unit will require a hurricane protection system. 2 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's ,:lame or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 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 Duplicate copies of the approved drawings, as identified in section 2 of this Notice of Acceptance, clearly marked to show the components szlected for the proposed installation. 6.1.3 Any other documents required by the Building Of1icia1 or the South F • 'da Building Code (SFBC) in order to properly evaluate the inst. Nation L'this systen Man - 1 Perez, P.E. Product Cont xaminer Pro. ct •ntrol Division Yale Ogron Mfg. Co. Inc. 3 ACCEPTANCE No.: 01- 0607.04 APPROVED EXPIRES Manuel AUG 092001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS July 22, 2006 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled w'th 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 Codw 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 proccss. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 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 need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be ca :Isc for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page: 3. END OF THIS ACCEPTANCE Produc ontrol Division z, P.E. Product Control miner MATERIALS LIST ITEM NO. PART NUMBER DESCRIPTION 1 MATERIAL /REMARKS 1 YE -804 DOOR FRAME HEAD ALUMINUM (6063 -T5) • 2 YE -602 WOOL FIN WEATHERSTRIPPING (.187X.260)ULTRAFAB 3 YE -806 SNAP CAP FOR DOOR LEAF & SILL ALUMINUM (6063 -T5) 4 YH -621 WEDGE GASKET TEAM PLASTIC 5 - GLASS 3/16' TEMPERED - 6 YE -B01 DOOR LEAF SILL & HEAD ALUMINUM (6063 -T5) 7 YH -622 BULB WEATHERSTRIPPING (.198X.260) TEAM PLASTIC 8 YE -810 THRESHOLD ALUMINUM (6063 -T5) 9 YE -809 3 SIDE- SIDEUTE ALUMINUM (6063 -T5) 10 YH -625 GLAZING TAPE (3/8 X 1 /8 ") VENTURE TAPE 11 YE -816 COVER PLATE ALUMINUM (6063 -T5) 12 YE -807 GLAZING STOP - SIDEUTE ALUMINUM (6063 -T5) 13 YE -808 SIDEUTE - MULUON ALUMINUM (6063 -T5) 14 YE -811 FRAME JAMB ALUMINUM (6063 -T5) 15 YE -803 DOOR LEAF JAMB - HINGE SIDE ALUMINUM (6063 -T5) 16 YH -615 LOCK SET BY HARLOC OR WESTLOCK - 17 YH -610 FLUSH BOLT BY DELTA IND. ZINC DIECAST 18 YH -802 DOOR LEAF - LOCK SIDE ALUMINUM (6063 -T5) 19 YH -650 HINGE ALUMINUM WITH SS PIN 20 YH -618 THREE POINT LOCK MECHANISM - • x 0 0 X w 0 0 0 •• ° . • : • • • • . ' TYPICAL ANCHORS • v• 4.000 8 • 4.000 .1'BYOR2'BY VOOD BUCK . • 1/4' TEMP. GLASS • a a : •• • . p1. TYPICAL ANCHORS . 4 4 • 1/4' MAX. SH N 10 SMS TYPICAL ASSY. SCREVS 0 0 0 0 TYPICAL ANCHORS . - • • • 4 • 1.750 • •• • .1' BYOR2' BY V BUCK . 4 D 4 e Y 3/16' TEMP. GLASS ° !ll ' a TYPICAL ANCHORS • Q 4 a 0 1/4' MAX. SHIN CONNECTION TO STRATA OF ANY PERIMETER MEMBER CAN BE NO BUCKS 1 BY WOOD BUCKS 2 BY WOOD BUCKS (1/4 MAX. SHIMS) TYPICAL ANCHORS: SFF ELEVATION FOR MAX. SPACING 1 /4" DIA. TAPC9N$ INTO WOOD STRUCTURES OR THRU 28Y WOOD BUCKS INTO MASONRY 1 -3/4" TOTAL PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1-1/4" MIN. MASONRY EMBED. SEALANTS: FRAME CORNERS. PANEL CORNER SEAMS. SILL INSTALLATION SCREWS FIXED UGHT GLAZING BEAD ENDS AND PERIMETER OF HINGES SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. PERIMETER OF THROW BOLT LEVER AND DOOR KNOB COVER PLATE SEALED WITH 'GE SIUCONE 1000'. Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 (46't,7 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING OA BY PR • • T • ROL DIVISION BUILDI " CODE COMPUAr OFFICE ACCEPTANCE NO.O /- 7 Oy Z 0 Z O n rn • W 1-- J W 0 N ce 0 0 0 0 Z laJ 0: Q U Z O a°O U .r I Z c o I _ N X C co (7 O w = I Id Q n M }- t0 3 1' I Ic cn 0 0 2 C l.� 0 'm b u 0 c c ) drawing no. W97 -18 (sheet 2 of 3 ' TYPICAL ANCHORS 1.500 2.125 1/2' TYP. GLASS BITE 1/4' TEMP. GLASS AT SIDELITE HINGE OPTIONS; BY 'YALE OGRON' ALUM HINGES 7 -1/2" LONG 2 PER PANEL AT 6 -3/4" FROM TOP AND 9 -3/4" FROM BOTTOM 3 PART HINGE NO. 658 - STANDARD OR 2 PART HINGE NO. 650 - OPTIONAL LOCKS; A) INACTIVE LEAF CONCEALED FLUSH BOLTS; BY 'DELTA INDUSTRIES' MANUALLY OPERATED, LEVER LOCATED AT 11 - 1/2" FROM BOTTOM AND 17 -1/2" FROM TOP B ) ACTIVE LEAF: 1) CONVENTIONAL DOOR KNOB LOCKSET AT 36 -1/2" FROM BOTTOM LOCKSET CAN BE HARLOC 100XUSZ OR WESTLOCK 10 493@ 2) KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 43 -1/2" FROM BOTTOM LOCK CAN BE HARLOC 820XUSZ OR WESTLOCK K 1097 3) CUSTOM MECHANISM BY YALE OCRON NO YH -618 THROW BOLTS CONNECTED TO HARLOCK LOCKSET OPERATED BY KEY OR THUMB TURN AND ENGAGING FRAME AT HEAD AND SILL. 4) CONCEALED FLUSH BOLTS, MANUALLY OPERATED LEVER MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 17 -1/2' FROM TOP AND 11 -1/2" FROM BOTTOM OPTION 1 AND 2 ARE REOUIRED ON ALL ACTIVE LEAFS FOR TOP AND BOTTOM BOLTS USE OPTION 3 OR 4 KEYED THROW BOLTS BY HARLOC OR WESTLOCK TO BE OF STEEL CASING WITH MULTI PART STEEL BOLTS FLUSH BOLTS BODY AND LEVER TO BE OF ZAMAK CASTING WITH .206 DIA. STEEL EXTENSION ROD AND 1/2" DIA. NYLON TIP. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. MIN O STD. CONFIGURATION OPTIONAL G 3 POINT LOCK MECHANISM 3/16' TEMP. GLASS AT DOOR N 1/2' TYP. GLASS BITE WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4 -249 O Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 � JU �,9- 3-i8ir 1/4' SHIM MAX. 2.125 1.500 TYPICAL ANCHORS • .. 4 • •. • • 4. • APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE BY / / /C�!/i= 1 PROD . T OL DIVISION BUIL• CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0/" 040 z m Z W 1) O ° d 0 ..r ( ( c ( c 0 0 u o w 0 0 i n rn J a 2 0 0 •—• drawing no. W97 -1 (sheet 3 of 3 SIDELITES WITH 1/4" TEMPERED GLASS NON. DOOR HEIGHT NOM. LEAF VIDTH SIDE LITE DESIGN LOAD - PSF VIDTH EXT. INT. 2/6 3/0 85.0 2/6 85.0 100.8 8/0 2/6 3/0 3/0 85.0 91.6 6/8 2/6 3/6 84.0 84.0 ; 1 _ \ 4/0 77.5 77.5 4/6 72.0 72.0 2/6 85.0 91.6 ' 3/0 84.0 84.0 6/8 3/0 3/6 77.5 77.5 4/0 72.0 72.0 4/6 67.2 67.2 2/6 84.0 84.0 3/0 76.4 76.4 8/0 2/6 3/6 70.0 70.0 4/0 64.6 64.6 2/6 76.4 76.4 3/0 70.0 70.0 8/0 3/0 64.6 64.6 3/6 4/0 60.0 60.0 DOORS WITH 3/18" TEMPERED GLASS I DESIGN LOAD - PSF DOOR HEIGHT 1 EXT. INT. 6/8 2/6 3/0 85.0 O O % /. 1/4' TEIJP, -#- \ 8/0 2/6 3/0 84.0 /j / 1/4" TEMP, 70.0 \ DOORS WITH 3/18" TEMPERED GLASS NOMINAL DIMS. DESIGN LOAD - PSF DOOR HEIGHT LEAF WIDTH EXT. INT. 6/8 2/6 3/0 85.0 100.8 84.0 84.0 8/0 2/6 3/0 84.0 84.0 70.0 70.0 FRAME UPPER CORNER FRAME LOWER CORNER THREADED ROD PRESSURE PLATE 5/16' NUT DOOR LEAF CORNER YE -658 HINGES YE -650 tt 10 -24 F.H.M.S. STAINLESS STEEL (THREAD CUTTING) OPTIONS; DOORS CAN BE SINGLE OR DOUBLE LEAF. SIDEUTES CAN BE ON ONE SIDE (DOUBLE LEAF DOORS) OR ON BOTH SIDES (SINGLE LEAF DOORS). ON DOUBLE LEAF 000RS THE INACTIVE LEAF SHALL HAVE CONCEALED FLUSH BOLTS AT TOP & BOTTOM. DOOR LEAFS TO HAVE 3/16" TEMPERED GLASS. SIDEUTES TO HAVE 1/4 TEMPERED CLASS. ALUM SWING DOOR WITH SIDELITES COMPARATIVE ANALYSIS CHART BASED ON FR -1659 OF 06 -18 -97 TEST SIZE = 120" X 95 - 3/4" (OXX) DESIGN LOADS = +70.0, -70.0 PSF WATER INFILTRATION TEST = 12.75 PSF TESTED GLASS = 3/16" TEMPERED.(D.00R) 1/4" TEMPERED.(SIDEUTE) W 2 0 0 NOTES 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BU:LDINC CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SIDELITE WIDTH DOOR VI DTH Engr. OR. HUIJAYOUN FAR000 STRUCTURES FLA. PE / 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PROD CONTROL DIVISION BULL COM! OFFICE ACCEPTANCE NO.6I -0 -"' 7 °y ( a 0 0 a O cO N ►- O '0 Ln d 0 t0 DC In CV I- r'1 CO n - U . 1 COW 1 I 3 g ul t0 I ( ) a drowing no. W97 -18 sheet 1 of DOOR HEIGHT o II 0 .2 /1 -L 0 II 0 0 I I o I' 0 0 O ; 1 _ \ FRAME UPPER CORNER FRAME LOWER CORNER THREADED ROD PRESSURE PLATE 5/16' NUT DOOR LEAF CORNER YE -658 HINGES YE -650 tt 10 -24 F.H.M.S. STAINLESS STEEL (THREAD CUTTING) OPTIONS; DOORS CAN BE SINGLE OR DOUBLE LEAF. SIDEUTES CAN BE ON ONE SIDE (DOUBLE LEAF DOORS) OR ON BOTH SIDES (SINGLE LEAF DOORS). ON DOUBLE LEAF 000RS THE INACTIVE LEAF SHALL HAVE CONCEALED FLUSH BOLTS AT TOP & BOTTOM. DOOR LEAFS TO HAVE 3/16" TEMPERED GLASS. SIDEUTES TO HAVE 1/4 TEMPERED CLASS. ALUM SWING DOOR WITH SIDELITES COMPARATIVE ANALYSIS CHART BASED ON FR -1659 OF 06 -18 -97 TEST SIZE = 120" X 95 - 3/4" (OXX) DESIGN LOADS = +70.0, -70.0 PSF WATER INFILTRATION TEST = 12.75 PSF TESTED GLASS = 3/16" TEMPERED.(D.00R) 1/4" TEMPERED.(SIDEUTE) W 2 0 0 NOTES 1. THIS STRUCTURE 15 DESIGNED AS PER THE SOUTH FLORIDA BU:LDINC CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SIDELITE WIDTH DOOR VI DTH Engr. OR. HUIJAYOUN FAR000 STRUCTURES FLA. PE / 16557 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA BY PROD CONTROL DIVISION BULL COM! OFFICE ACCEPTANCE NO.6I -0 -"' 7 °y ( a 0 0 a O cO N ►- O '0 Ln d 0 t0 DC In CV I- r'1 CO n - U . 1 COW 1 I 3 g ul t0 I ( ) a drowing no. W97 -18 sheet 1 of DOOR HEIGHT M . !EWAr • PRODUCT-CONTROL NOTICE OF ACCEPTANCE Goj)i Gloss Sales & Services Corp. 7450 NW 41 Street Miami ,FL 33166 Your application for Notice of Acceptance (NO:\) of: Series 4500 Aluminum Flush Glazed Storefront System under Chapter S or the Code ufMiami -Dade County gul'e11l for acccptance N1 DaJe Construction, and completely descdescribed herein, has been recommended County Building Code Compliance Office (BCCO) under the.conditionS specified herein. This NOi\ shall not be valid alter the expiration date state(( below. BCCO quality esrves t h e ri rii2,ht to secure r this this product or material at any time from a jobsite or manufacturer's plant product or material fails to perform in the approved BCCO reserves the O at r may modify, t or suspend he use or such product or material ial immediately. 13CC determined by 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.: 110- 0St1_I E\I'1RES: 12/04/21)03 I�l Iaii7T= 17:TTrr �v� • , MIETRO- D:\1)L FLAGL[f. BUILDING IUU11.1)I5G ('On I: (:O.\IPLIANCY. OFFICE 11. : \ I11 14I) \11:11' 11.: \(il.l:lt 111(1:1:1'. X1:11'1: Ird)3 \11. \ \II.I 1.111(11):\ 33131) -t51 (31)5) 375.2901 F: \\ (305)373-294)x c'us•ru.u-rott sF :(-rnt1r (303) 375- '_:'_7 FAN (3t)5) 373 -2553 (•(1\ I'RACk1R F:NFt)I ('F:\IF:N'r 1)1\'1X111\ (31)5) i75-2966 I'AX 005)1 1'11111) l'("1' CONTROL DIVISION (31)0) j75.2'H)2 (3115)372.611 Raul Rodriguez Chid' Product Control I)ivision TIIIS 15 Tin.: COVI:RSI1EET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE :\ 1' l RO\' E 1): I 1 /= '- %'-I►t► This application for Product Approval has been reviewed by l the BCCO rida ap(plroleldllby the Buildinu Code and Product Review Committee to be used in . liars -U llle County. forth above. Francisco J. Ouintana, It.: \. 1)irector Miami-Dade (-'aunty Iluildine, Code Compliance UIIicr \ \s0.1S0001 \pc2000 \\templ.ueenouce acceptance cover page.aot Internet mail address: I HistmaSier6i •huilllin„rurleonline.runt .11 1 hill\:f /stssss .ltuilrlin,rurlcunlinr.cont e ;oni Glass Sales & Services Cor • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.1 This renews the Notice of Acceptance No. 97 -1015 08, ws hich was issued o De o r 0 19 . It 1. SCOPE approves an aluminum flush glazed storefront sy, , of Acceptance, designed to comply with the South Florida ur�ments�as determined by Chapter Dade County, for the locations where the pressure 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4500 Aluminum Flush Glazed S h ° follo / ents: Drawing Nos 38 fled shall be constructed in strict compliance "Series 4500 Store -Front System," prepared by An- aroomb o porati99 , Sheets signed 1 thru s4 o 4, dated on O 15, 1997, with revision 'B dated o ith the I- Iumayoun Farooq, P.G., bearing the Miami-Dade County aP l odu c `Control Notice of Acceptance number and approval date b y the Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to multiple unit applications of an aluminum flush glazed storefront system with and without reinforcement, limited only to the maximum height (span) and mullion spacing and for the Design Pressure Rating, as shown approved drawing. 3.2 For Design Pressure Rating vs. Mullion Span and Spacing, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum flush glazed store vstem, and its components shall be installed in strict compliance with the approved dr i nks• 4.2 The installation of this produ t will require a h trricane protection system. ;. LABELING 5.1 Each panel shall bear a perman - abel with the manufacturer's name or logo, city, state and 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 Acce Section 2 of this Notice o 6.1.2 Duplicate copies of the approved drawings, an "ds s c for th proposed installation. Acceptance, clearly marked to show the compo 6.1.3 .Any other documents required by the Building Official or the South rida Building Code (SFBC) in order to properly evaluate the ins Illation of this systeI ACCEPTANCE No.: 00- 0802.06 APPROVED NOV 2 2 2000 EXPIRES : December 04, 2003 Mfanu Perez, P.E., Product C Producontrol Division I Examiner Gopi Glass Sales & Services Corp. • 3 ACCEPTANCE No.: 00-0802.06 APPROVED NOV 2 2 2000 EXPIRES : December 04, 2003 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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 County Product manufacturer's Approval", state, and the following statement: 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 %vith 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 Ivtiami-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 he 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 need not reseal the copies. S. Failure to comply \vith any section of this Acceptance shall be cause for termination and removal or Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE '`1anu�(Perc7 P.E., Product C fro Examiner Produ6ntrol Division naI t PART t DESCRIPTION 1 G ?I -5502 OPEN SACK HEA3 /JAH3 /MULL 2 CPI -5503 SILL 3 GPI -5504 GLASS STOP 4 GPI -5008 POCKET FILLER 5 GPI -5009 FLAT FILLER 6 NEOPRENE GLAZING GASKET 7 SETTING BLOCK 8 PANEL ASSY SCREV * 10 X SMS 9 REINFORCING 5/8 X 4 -1/4' X 5/8' STEEL CHANNEL 1/8' THICK 1C GLAZING 1/4' TEMPERED GLASS 275 • .465. .125 TYP .560- ;2'31 .471 GLAZING GASKET SC LE =2 :I NEOPRENE MULLION SPAN D.L OPENING FOR MULLION CHARTS SEE SHE 3 OF 4. FOR ANCHOR DESCRIPTION SEE SHEET 4 OF 4. 1 .750 T 975 4.500 • 3100 4'_ A CE ! - :3 USIN �. .703 t 178 • TYP. = • GPI -5502 :: , 6063 -T5 - 4_500 - 1.222 D 62 • : - TYP. ~ .973' .875 • 2.438 3.500 GPI -5503 - 6063 -T5 GP1 5504 - - 6063 -T5 .626 1.096 GPI -5008 6063 -TS 3.197 1.000 .094 7.000 - ji4.500 ` • GPI -5009 606.3-T5 _ • .078 TYP. -.078 TTP. 1.750 v LCAi)3. WALL .i l • STEEL CHANNEL REINFORCE►ENT UNIT WIDTH -MULL SPACING I BY GENERAL NOTE$ 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 E0 ON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM CONSTRUCTION MANUAL' LATEST EDITION. 3. ALL EXTRUSIONS SHALL BE ALLOY AND TEMPER AS SHOWN ON DETALS. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE PLATED OR PAINTED. 5. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. MUWONS MAY BE USED HORIZONTALLY USING SAME SPANS AS SHOWN IN CHARTS. 7. DESIGN CRITERIA FOR MUWCNS: MAX DEFLECTION $ L /180. 8. ANY ANCHOR OR MUWON CONOIITON NOT SHOWN IN THESE DETAILS IS TO BE ENGINEERED SEPARATELY. DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88, BASED ON 110 MPH WIND VELOCITY. PRODUCT RENEWED / isgr. OR.} HU►tA C: ti FM000 ACCEPTANCE Na `„� - op 2 , D�i srRvcr�> s,' • ; IRATiON DATE 7l ati 44.4 `* :1 -.; * 13MT CONTROL DIVAS Kr m• u> CO 1'LLA.NCE • ICE GLASS = 1/4" TEMPERED SHUTTERS REQD. FOR ALL INSTALLATIONS • ., • "� I APPROVED AS COMPLYING WITH THE SOUTH FLOR!OA BUILDING COOE �� OAT E . :. _ 19 -) , BY P RODUCT "s TROT 01V!S:OIN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO (31" I D I S• OF ( 7-7 a 0 • 00 • • 0_ 6 0 t c 0 U N u 0 0 W Z 0 G 0 3.1 drawing no. 97 -38 sheet 1 of 4 z 0 5/16' - T Y P. / W0 � / w000 B GPI - 3009 S LICQNE SEAL ON OUTSIDE BEAD GPI - 5504 S LICQNE SEAL ON OUTSIDE BEAD • •� ANCHORS A OR B GPI -3503 A rr N-PI -5008 �j. SHEAR PLATE 3' LONG AT EACH ANCHOR TYP. c,. D.L. OPENING 0 USE AS RECD. SEE CHARTS • By O 0 in F. - ✓ -�Y UNIT V:DTH i • DUCT CONTROL DIY1S °' N • 9 W ML. LZANc . • - D.L. OPENING PRODUCT RENEWED ACCEPTANCE NG. !J O J 4 e E + LRATi.N DaT & . h 1 2 04,1 CE 5/16' TY ?. 7 • 1/4H MAX. )4 11-1 0 0 a 0 CO NCRETE OR WO BUCK . \ CHCRS OR B APPROVED I1S COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT 91- ROL DIV!S :oN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE Nn `i nl - I61 .5.0 g z W 0 C 0 0_ 0 0 I- n 0 v 0 0 ,c I drawing na• 97 -38 ■ • GPta 55�Z + GP = -S�Tde 45TN NO RE =NFORC NO INTERME9 =ATE I- IORIZONTALS 1111, -.imi MU L SI AN NM EMMENOM 1 mum M E. PAN d ■,,.1 .. ■_IIIII 11111111111111111111111 7■ - -, -■, MIME IIKIEMIN K.._ 1111.- IME. Qom` MilatiONNIIIMMI ".` IMILEMILMINS Ell 20Numm - MIIMUMON MINEEKI M. it VA 11111111110111111 Ei IMILIMMIIII IMILIERli INi_„N",\ 11111111MMINIM CPI -5502 + CPI -5008 45RY mom MEM" 1111M1 HORIZONTALS -tigiik. 1 17 , ,3'04\.,,,' . ■ • GPt -SS�Z + GPI -S'eIB 4"N NO REINFORC INTERMEDIATE NCRIZONTALS IIIIIMILILIMEI ,� B 1 WIT.4 PA 11•111111111111111111111111 NM 1 mum M E. PAN d RI 1111111111111 ■.� 11111111111111111111111 7■ - -, -■, 111111►7■11� 111111111 1111.- IME. Qom` MilatiONNIIIMMI IMILEMILMINS Ell 20Numm - 1111111111111111111111111111 MINEEKI it VA `\L 0 - 1111"I.111`11h` Ei IMILIMMIIII IMILIERli INi_„N",\ 11111111111110•111111 1111 IIIIIMILILIMEI ,� B PA 11•111111111111111111111111 NM 1 ",,,,I k1 i d RI 11111111111111111111111 7■ 111111►7■11� 111111111 . Qom` MilatiONNIIIMMI 20Numm - MINEEKI it VA Ei IMILIMMIIII IMILIERli CPI -5502 + CPI -5008 45RY mom WITH REINFORCING HORIZONTALS , 7' ' IMININIME NM Si linillalliral NM ,,,111,,1111..\ Qom` - MINEEKI VA Ei IMILIERli MN . ILIIIIMIRIONELII n ] :WITH 9 : CPI -SSZ2 + CPI -5008 4STY REINFORCING NO INTERMEDIATE HORIZONTALS -.m -4 2s x 4 -1/2 FLUSH GLAZE SYSTEM 35 45 SS 65 75 MULLION SPACING - INCHES in 1 -3/4" x 4 -1/2•" FLUSH GLAZE SYSTEM 3S 4S S5 65 MULLION SPACING - INCHES 7 N 0 I is) a co ■ J Z 1:14 l - I ("I sl m 1 -3/4" x 4 -1/2" FLUSH GLAZE SYSTEM 2S 3S 45 SS 65 MULLION SPACING - INCHES 75 m 1 -3/4 x 4 -1/2'" FLUSH GLAZE SYSTEM 2S 35 45 SS 65 MULLION SPACING - INCHES MULL SPAN MULL SPAN MULL IGN SPAC NO INTERMEDIATE HORIZONTALt PRODUCT RENEWED ACCEPTANCE Na Cam/ -O4 O 2 - • osY E''IRATION DATE 7S By 'T CONTROL DI VIS IO DUI ' ' • CODE COMPLIANCE ML4_LjCM. SPACING WITH INTF'RMED TE Q IZ W Env: OR . ►a w,YOUN. FAAQOO nA„pE, f I)855? tPPROYED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE n�� DAT b . : 191! 8? / i / _ R 100 ?ITROL DIV ?S1ON BUILDING 'CODE COMPLIANCE OFFICE ACCEPTANCE NO q 2 1615. 8' t > z O 0 L a 0 to CL U- O N 0 N c c 0 O. 0 0 • drawing , no. 97 -38 11111111111111111 M .72 m LL -- 1111111111111111111111 ■ 1111111111111111 - ""' NM 111111111111111111111 111111111113110 KM El 1111111111110 1161121111&.. 9° ... IBM { 11111111111111111 EN IIIIMUNIK 111111=1111:0 SIEBEIMISSIN ME ■ allEK L07 MILIMBEIM LIIIMMIN ■ " - ANCHORS TYPET 6 q ( SLOE AN 07 1 (1 F U L ; illaribb -w4111 11111111111111111111E 72 M INE AN 1111111111111111111111 ■ - ""' 111111111113110 KM 1161121111&.. 9° IBM { IIIIMUNIK "MI ■ El ANCHORS TYPE A (2) ,=oE ANCHORS r. " - -4 cr ILL ION S? AN ANCHORS TYPE A ANCHORS TYPE A ANGA1 i k (1) ANCHOR AT EA. SLOE OF MULL 72" MUL SP� R 111111111118:111111111 1,111■1111..■ ■ 2 -1/2' 6' 35 35 45 SS 6S MULLION SPACING - INCHES 1 OR 2 ANCHORS AT EACH SIDE OF MULL (SEE CHARTS) ALL OTHER ANCHORS 2 6' MAX. FROM CORNERS 1. 13' O.C. TYP. 75 T9 SI CV -4 LL " a 1 0 � -J z� L. H cn Q � 25 VOOD BUCKS NOT BY GCPI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ' ANCHORS TYPE A 35 4S SS 6S MULLION SPACING - INCHES [ ANCHOR TYPE 'A' SHEAR PLATE 3' LONG REQUIRED AT ALL ANCHOR LOCATIONS ?C = S Y H 75 0 -J 0 cst H W 0 1 -4 cr ANCHOR TYPE 'B' . . = ANCHOR O ANCHOP. a PRODUCT RENEWED ACCEPT.&. \CE No. &9-O 2 . • . [RATION DATE E: a fX�'Y Di ANCHORS TYPE 6 1 I - _ :_ 35 45 SS 6S 7S "MULL ION SPACING INCHES ANCHORS DESCRIPTION 1/4' 4 TAPCQN tHftU W000 BUCK INTO M.LSPNRY 1 -1 /4 -MtN. 1.4ASONRY �EMBEOMENT 1/4' 0 TAPCON INTO MASONRY 1 -1/2 MINIMUM EMBEDMENT TYPICAL- SPACING AT 6' FROM CORNERS AND 13 O.C. MAX. Engr: OR. HUWYOUN FAAOOQ STRUCtUR£s F1�►.i P£ 16367 . • ! <, i0 1 `Anne ;.. APPROVED AS COMPLYING WITH THE SOUTH FLORIOA BUILDING COOE DAT _ .r i ' /4 9631 8'f �/,/_..._OVI •. C TROL 01V!S:ON ' MIMING COI) COMPLIANCE OFFICE 1 C 0 Z - - 0 .. 0 L n o • C) .c co U) r Q ° FT o - • • V. • rowing no. 97 -38 ) ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wa11 Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Over: Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugnold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Rane/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refr; gerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refr.'.gerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repb.ir Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. 'I'YI'E Generator QTY. 'TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Pains Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Proc s s/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. 'TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Puni 3 and Abandon Sprinkler System Cap - Water Gas - Appliance Pum ?, Domestic Supply, AC Well Cap - Sewer Gas - Natural Puma, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pum 3, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pum 3, Replace - Pool Urinal Dental Chair Grease Trap Pum 3, Sprinkler Utility - Sewer Discharge Well Ice Maker Pum 3, 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) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $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 oning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) , ❑ OTHER (Specify & Attach) $ ' $ $ , 6 b ( sq.ft. = x/1000 x 0.60) $ (¢.005 / sq.ft.) $ (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ , 6L �1 � ISSUING OFFICIAL DATE: 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 1'I1Oj)ISC' I_ c . ON_112O1,_NOTICI•. OI : \C :CEi'"I'ANCi: Itirdview Skylights. 'll t I. Ft. \\'orl ll ,'i 7(1 171) •\ I'I'!t()\'E' :I): jpii ACCEPTANCE NO.- Ut)- 052IA? EXPIRES: 117/(12/2111)3 t- he expense of etu h tt:;ting hill be incuned by the Inantt(1e trcr 1, 17 % T T 1.)I IIT I1:1)•!) : \1)1. 1I Ara 1.1: IIt :l1 1)1 \(. 111 \(: (11I)1: ( (),Il•I 1.1\( 1.. (11.1 -t( I '11 :11:11•I)\t)I 1'1 \la 1 It 111 111)1\4. 11" \\ 1 N.1 t t \(.1 I. It s.:11tl 1 1 \1 111 :••'.. •tl \\11 11 t 11til1 \,, 1 :II I -t• ( :u') 17:.:•,1:1 1 \\ :...., : - t �•1. :> ( 1)\ 1I( 11 1(114 111'I \\I \t..(( I tt 1. (T )\ t It \( I O1( 1 \I (IM(( I \11 \ 1 I)r1 LIt )\ ( a!y 1 ;••1 414 . I . \\ , :n : ••n.. 1•ItO111 ( 1 1 (IN 1Itt)1.11I\ 1■11)• ( ilt) (T :•]uf1: I • \\ : :t! 17_ :•, Your application for Notice of Acceptance (NOr \) or: kill minion F r !'ut\'c:trltttr)ate 1)trrttcd 11.1 iigltt Chaplet 8 or the Cock <t!''vIi tni -D lde (•:)c!nt)• U t'et• ::utie. the use c)! \I.:t, :rt,li. atl<! ! . pe. ,,1 ' :: :l,t!uc :tit) ::. and cuntplt :tcly dt :\erihcd II:le n. has been recc)mntentic<I lilt' accept.t :ue h. the NI1' 1)a.!:: ': a t•: 131.i1(111i!. Cole ('ontl)!Iance Office (13C'CO) under the conditions specified herein. ! ;MS NO.'\ shall rut be .alit.1 iIiet the e\!)1rt!1un (late slatecl hcl 11('(7O rrscr.es the tit 1i to a.Lurt: tit prntlilct or nttuclial at an) time h0111 :1 juhsitt: or Inanul.uturer's plant Iilr quality control tesIin_ 1.1 this l trt)tfnt:t O1 mate:ial Eels to pe :lc)l :n III the a1))t0 (I manna:'. BCC() may Fe ‘.01.::. MOW! y. or st!Spt•I1<i t!.. ol such product or material In1t edia,cl). I'CCO reserves the right to revoke this appr :l iC it 1s determirct! by 13('C !h,tl llns product en nt :itc:t;al Iai1s to meet the retlLi resin ::ts of the South Mori.± :: Rati1 iLudl i_ue /. Chief Product Control 01.:slot% •flllti is - my, covrizslivrr, S1' :I•: ADDITIONAL PACES FOR SPECIFIC.' (;ENE• :R :\1. CONDITIONS ItU[t-I)t�!(; CODE .0 I'RODUcT ! fl :vIl• :W CO\1i\IiTTEE :Mlle: :trio:) tut Product Approval has been re•ie■\•ec! ;17, the EiC ,Ir lop!o\ed 11. the lI nidine :lts and I'ro(!t :ct Re.vit :\.• Committee to he used in \-liar!!: - :)ade C• : :tiot \. Florida under the cun<Ilt :ctn5 7u7 I•r;uleisct, J. Ottrl(tana. I(.r\ 1)rrectur i\ica►tt -I)tde County Huildill; Code C utttltliartec OIli <t '0ISCOpl 100(TLtr. x.cr .l(crpt.u•c. r(>,.'' '•1t'(ttt't .11111( &•%: I)fl.Inl.t.fir',t ' bniltlitIi ,.tltl,III11r.ir•III • 1luntrlt.t!.L III tit:Nl.tt lu)11tlnnanlitnullert t Qtir•clvie-v. SI.v_1i ••• tit c- NC)TIc1: c)1. ACCEPTANCE: SPECIFIC CONI)r •TONS SCOPE This renew; the Notrcr of Acceptance: No. 96'21003 that was issued on 07 /02/97 it approves an Aluminum Curb Skylight as described in Section 2 of this Noticc or Acceptance. designed to comply with the South Florida Ja !3uilding; Code, 1994 ['dition for Mi trni - Dade County. For thc locations .. the pressure requirements, as determined by SFIFC (:h:rptcr 23. do not exceed the Design Pressure Rating values indicated in thc approved drawtngs. 1'12ODUC'T' nESCItiprloN fife 13irtiview Aluminum Skylight and its components shall bc constructed in strict compliance with the following; documents: Drawing No E13696. sheets 1 8c 1. model "GSFD-C)ADE - . prepared by f irdvicw Skylights. dated 07/26/00. with no revisions. It bears the Miami -Dadc County Product Control Approval stamp with the Notice of Acceptance number and approval date by thc Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as thc approved drawings. LIMITATIONS All permanent set components must bc protected against corrosion, contamination and damage at all dines INSTALLATION This Aluminum Curb Skylight must be installed in strict compliance with the approved drawings. LAI3r LING Each unit shall hear a permanent label with the manufacturer•s name or logo. city. state and the following statement: "Miami - Dade County Product Control Approved ". The plastic shall he marked according to the requirements of Notice of Acceptance it 00 0718.02 !WILDING l'E1j 1l'1' REQUIREr 1ENTS 6.1 Application for building permit shall be :icconipanicd by copies of thc followintt. 6-1.1 This Notice of Acceptance: 6.1.2 Duplicate copies of thc approved drawings. as indicated in Section 2 of this Notice of Acceptance, clearly marked to show t!:c components selected for the propose(' Insta llation, by the Building Official or the South Florida 13uildini2 (;.1.3 Arty cilltc. doc.amc.its required b,' S Code (SI:11Ci rn order to prone e: ly evaluate the installation of this system. This Acceptance Consists of pages 1. 2, and'Iips last pagt: 3 END 01 'f11IS ACCE.P E Candido F. Font P.E. — Senior Product Contro Product Control Division 2n1 -i ACCEPTANCE NO: 00 - OS 24Al" I'I'RC)VI•:I) I:XI'IRES SEP - 7 2000 07 /02/2003 — Candid() F. Font. P.L. Senior Product Control Exaniiricr Product Control FJivisioit i of • ( NUN)) I.() l',•;1•1‘ VII . 4]1e103 u r AtINYi 7)41( rr4 NY: • I .•3110. rear iD 113 f..11 t U (1) 1110.; ICJOn i ldi'Ide.j) IV , 13017,..“3?..y ej 1•111,,, i lUI 11 Si (90 ill 01 Pon ....f I Pi . LION I t13).4 )/..•S•10NC.1) SI 13.111 , re, , j s, erb"ETT)- 01 1111Y111/79 Alit 13/014111) 100) 1310',1, 1 01;.3.%311110Car• 9 000 z7 IL/0 140) flfilinr 1401 )(nos 114j ljI l3atiel iv IMMO WIII■111111111110_111111■111101111. q111, ■■■■■■=mazummomme Jr.:W(, d 1 )c",.: Il3p.13Ill3 1,. 411 tv Id P v)...',1) .C' - s 3S.4 iirm.sqs Of '3! (1.3. .010 rvtn (91 111 (N1) N(.) . C,•••y• ?VEY) FOY) ve011 .3 CLN•PX:' v1. 3.1 Ill.,101M 3.43 (194.01.■ 1c 300 SOS''* 5 1`.51. 1.0.0)t 'AS I .0(o0 3t(0(.l MO(' ilvN00/11)1X.I.: , I1` , "•• . .0 !, )IVNG;ar • .• • - IP . Y.0 'K 9 .r: ,:•;• 1.3; 05•Cilt,". I 1,1 .3; )( I 1 .$41 3 75 I J it 0( I •0 E ) I z! • '14 :II 3 9r 1 ,:.zr ...! pt•VJAS1 * • 731 .0.. 11 Ocelniql 1 • 033 . 113 .0•: . 33.3. 3 i C: I 131101V 3 I • 12 1 1()313 Cl %:34dx.• • 1.3 . (1‘ . 1.• ! • • if I. tO0 (..ko Nat'l ll 40 f t40. SJ-44 L.. 0 VO 3 . » Pi 0".)C,101.11 IY•PiL3NO w. ) .. 1041,1 J r• %le . • • • -r• ' VPVI X) 00CV : -• _ _ L - - - - - ntc swieo• N1,40 100. • 1 ..•••••-• s'*•''%111 •• ric 93. 1: • In'osoo • • •.' • .** •••.:S 3 SD. • .0 9 3.1 I If ANA 00 92 • 11 • 10 1 1)04 . 00 • Ani IDNIA•• enPftlft'i le .3 911'.-ci rite • 61 lqi 11 ■1 1110M 91 011•47/0813Nu 3DIOHD 8V3D 3$41 ISIHDI1ANS MlIAC1231 to PES000 •NiewnN 33NvidDyv A LINUIC)) .0 1 I. • • ••• 011 0 ..,•..003v.i ; P1tO.I)[JC' 1 C :ON t IZO1. INO 1 ICI•1 OF . ..ACCEPTANCE 1 ANCI' ltir•cIt•irty' tila'Ii;�itts. I Longhorn I0 V t. Worth ,TX 76179 Your application tar Notice ot'Acceptance (NOi \) o1: 111 ii tiiii hramctl 1'uiv'carhunatc 1)u tit:\ light :I�tIcI Chapter S 01 the Code of "l ias,li -D d (•aunty go\ the use ul Alternate Nlatel•r,1i\ :nitl r%pc, : ::'1itiCtio:t, :1111! completely (IC.criheti ht•It•in. has been r■conttncntlecl Cot' at cept.tnLe h. the `!1:1:111 -I 10(11: "'aunty I3tlilcltn Code Compliance Oltic& (13CC()) under the conditions speci lied herein. 1 !us NO.'\ shall not be valid alter the e\pnr :ulun slate stated bek t. Ii(:('O reserves the 111.1111 to .ct:ul:e t111, IlratlCIc1 (lr matesial u( :Ill) tittle li0111 :1 jt)hsitt: 1)r t:lantll plant I1)r quality control testint_ 11 this 1 )ro(It:ct 01 mate:ial Lids to peltol:n 111 the : manner. I3C'C() n rcvul.c. muddy. or suspend t ul' such procltiet or material ntltnedliatcl). 13CCO reserves the right to revoke this approval it. it is determined by !3('C'O that this product ni material tails to meet the requirements of the South IFlurid:t 1;111(tltlt' (_ ),)(te he expense of . such testing %vitt be ineuried by the uiantltactllrt'r ACCEPTANCE NO.: WI-052 4.11_2 EXPIRES: ■17/0?/20U3 -\ 1'1'!1() V t' :I):_U')111713111111 A1I.\,\II-I),\I)I' ( V. 1 1 ()1:11) 'II:I I0).1):\1)I: 11 :\(;t I:I; Ill :11.1)1\1. mill I)I \(: ( 1)1)1; (t) \II'I 1.,.( F. OI. b t( I N 1 1 : I r : 1 1 - I ) \ I ) 1 1 ' 1 W.1.11( l 1 1 1 1 I )r \ "l \I I I \(.I Ia(;l1(I ( 1 \I III 1•01• '11 \\ 11 1 1 t 11:11) \ :.1 :17. I •(• • ■7' -: 1 \\ 11:1 : 7 t O\ 1 It tl 1111( I It \ \I\l. NI t 111!' ;,14 I ;7.,7.<:•7 1 \\ t;,,., (t)\ I I( WI 0I(1 \r 114( 1 '11 s 1 an t \1u\ .:0 • l I; Z 4 1 .\ \ , :11 <, . , n1 , ; 1 ( 1 (t)\ I UM III\ I.ru\ (I11O 17 +•.'N): 1 AN 1 :a<I 17 Raul' I(ucll i_uci Chief Product Control DR 1\lou riiiS IS "1111' Covr IZS111' :1' :1, SEA. : ADDITIOIN':\1. PAGES FOR SPECIFIC AND (:EINI;u \I CONDITIONS IcUILn1,NG C.OI)I' :.c PRODUCT REVIEW comi\11l - rEE >, application fat I'iocluct Approval has been reviewed h■ the 1 CC() and :ipplo%ed by the liuiivlinc '+11th and Product Review Committee to he used in N- li:tnl:- O,tole Caant\. Florida under tltc condition, i or(11 A za - „TA-A4k Frolic a u .1. Ottn,t:n)a. I(./\ 1)riicior 1t1ta1ttt•I):ulc CuL,I,1%' Iiuil(lutt_ C1 C()n171i:u1ct: C )l l it. t' 0150001 . 100ITA■ c .0 [cpt.t ice dnt t "!t'r • 1tunnl).,nt. hltl):!It�tttt lunillrn,�tutltnttlutct Mirth-it-4A SI i.•1tt <. ACCE1' PANG!•: NO: 00 1152-4.112 APPROVED E NOTICI• :_OF ACCEPTANCE: SI'I (;;CIF IC CONDITIONS SEP - 72000 07/02/2003 SCOPE This renews the Notice of Acceptance Mc, 96 (2 10 03 that was issued on 07/02/97 lt• approves an Aluminum Curb Skylight 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 SF13C Chapter 23. do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The I3irdview Aluminum Skylight and its components shall bc constructed in strict compliance with the following documents: Drawing No. E13696. sheets 1 &c 1. model "6SFD- DADF ", prepared by Ilirdvicw Skylights. dated 07/26/00. with no revisions. It bears the Ivliarni -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. LIMITATIONS All permanent set components must bc protected against corrosion. contamination and damage at all tirnes. INSTALLATION This Aluminum Curb Skylight must be installed in strict compliance with the approved drawings. LABELING Each unit shall bear a permanent [abet with the manufacturer's name or logo. city. state and the following statement: "Miami - Dade County Product Control Approved ". The plastic shall he marked according to the requirements of Notice of Acceptance it 00- 0718.02 BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall bc accompanied by copies of the followini:. 6.1.1 This Notice of Acceptant :e. 6.1.2 Duplicate copies of the approved drawings. as indicated in Section 2 of this Notice of Acceptance. clearly marked to show tic components selected for the proposed tnstallat:on. fiicia! or the Sotltlt Florida (3uildirt� 6.1.3 Any other documents required by the Building Code (SF13C) in order 10 liropc:ly evaluate the: installation or this system. l Acceptance consists of pages 1, 2, and tiers last page 3 F.NI) OF THIS ACCEPTANCE Candid() F. Font P.C. — Senior Product Control hummer Product Control Division 2 nt -i s F. _ C:antlido 1: Font, t'.1:. Scniur Product Control Examiner Product Control Division i 1 • • MJ4J Mt ■.1/0 RAI NDTIS )AAIAin, '0' II RD a 111110•110,111111.111■■■■111 11M111011111111Milallea 11111111110111010.3115. A,DE COUNT Y A,CCF PTANCE NUMBER 000524 02 BIRDVIEW SKYLIGHTS THE CLEAR CHOICE 1:16,;1•004 RD IT WORTH TX 76479 1. 1317 Fs 111 ...(A#4e1C R 04. a V. 00 S" I 1O DATE. 7 • N2 • 00 l.4 6 ":;• 1 1 .--- POSO,v1 • ti, 1,1 & b1C. yi b PS' --------.--. _ __ — . ,.i 44 : ---J _CA 64R%, NZ • Afl T 00f NT: UT TALS • ••1 4.. • • ), e C. 2 4 MAN /1•41.144 AP•Ct Ahtat t • TO X) 40 IS TOO !...10(1. Olt 60 %Y.' me5.-,1. -0 1011,44...ATION AHO R004 ' .ES • "RI •.t AND ''"( 'HAW, .■( 3 • A ' 7C4. — :1ATIARTIONAlt .X1Ali .Z.1 AV...NJ 9.0J4) CIO i 74-4!c'< --(". ONAt ATkIES vt StA.SISCS .0001 F _, 1•■*: NiOnl ,DC.4. 1/1() CCRNiR AND. .‘" ClNIF 1 41414.0NR ,--- 170' {• I 063 is • , -PPat:;%Tt),-.+Opt S ZTS:I I ; COI :A r. 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(k rtS r; ROOT of 7,, ::(s-n -ion; OT■1:.3 714 C Ntn N'OTLS v. 2 ••• FA171k24, ,C SCREw P CO444ER, 4LAV ((N 4(11 42' P It 14 4, '1 friC C•11 f • MIAMI SHORES VIA AGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date r/ 19e? 'wner's Name and Address Da) /1) /4 e 12 , 7 I No. 5 t/ Street N•E 93 29 s7 Registered Architect and /or Engineer Q � /� / ame and address of licensed contractor d C �1 —(d LOQS'fe !M/P N�( (A.,1/.01.1b,0.4) 4. Y/3ri't 1 g,„.. 7/02 y type ll 332 / Location and legal description of lot to be built on: J Lot �Lreet and Number where work is to be done Block Subdivision last Pb•E 93 2° - to work to be done and purpose of building (by floors), state exterior colors (submit samples) w, A)b o.o r fiN L i v/du /Zo -try., 8414lze NS4 *t 9.v c. s New Building Remodeling Addition Repairs Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. Disapproved 1 SS. Date Amount of Permit S �4z /,c7crze (. A) No. of Stories To be constructed of Kind of foundation Roof Covering 1 F�sti'mated Total cost of improvements 8 d r Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to or-1, Ace W I A6 1 e /� r�� , 1 cc 33.2, -3 =') /asp The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed un. •r this permit: and will •ost or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersignedfa. ees to employ onl s h .ubcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. 066 .�a ,, r 990 CdI i)E' ll !!r Before me, the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments. personally appeared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction. that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. / J 7 Date Read. Sworn to and Subscribed before me. Notary Public, State of Florida ° a for no other purpose. to me well known. (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 825.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 825.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and workmanship. Qtr. Size or Code IV x H Total Sq. 111. Gia., Unit Pries Extension lout. labor JOB ADDRESS) 120 NE 93RD STREET. MIAMI SHORES, L. 1113P WE PROPOSE TO REMOVE EXT ST'NG JAT OUST E WINDOWS AND INSTALL (2) AWNING 14INDOWS BRONZE FT NI SH/ AND BRONZE GLASS. WE WITT ALSO INSTALL (1) NA D PTCTLRE BRONZE WINDOW BRONZE FTNISH TEMPERED GLASS. l �r-f�1� [rII Nix G JALOUSIE LOOPS .wise JALOUSIE WINDOWS PICTURE WINDOWS lAEEME►1T JALOUSIES M0511 t I:ORt! JALOUSIES „cok WINDOW AND DOOR CENTERS • GENERAL WINDOW & DOOR, INC. 0 4158 SW 74 Ct. • Miami, FL • (305) 262 -0350 COMPLETE WINDOW SERVICE SAI ES CONTPACT n DATE Sept. 9, 1989 TO Mr , Mrs navi 111 psi r ADDRESS 1.250 NE 93rd ST.PHONF 758 -R5" REMARKS: COSTUMER WIT L. PAY PERMIT COST. NOT INCL IN CONTRACT COST. M1ATERI 4 INSTALLATION s4U.73 SALES TAX TOT11 $825.63 DEPOSIT $425.00 Ad eK i q gy IiALANCE DUE— $ 400 . F1 TERMS: BALANCE DUE UPON COMPLETTON SALESMAN • MTK E DONAL DSON ACCEPTED BY • ACCEPTED• DATE- NOTICE: This proposal is for labor and material for job subject to terns and conditions of sale shown on revers' side of this sales contract. An additional charge will be made for glass changes after installation. For "on rumple. lion" terms, installation of frame;, glass, cud operators will call for payment in full. 7 Date Type Insp'n Permit No. • Name MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Address Compan.t t� Phone # For � 3° d1 Nam` Pate Correction Re- Insp'n Fee _ b . _ Time