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RC-09-109Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: March 09, 2009 Inspector: Bruhn, Norman Owner: MACKRO, ROBERT Job Address: 1025 NE 97 Street NE Miami Shores, FL Project: <NONE> Contractor: MARKO DOOR PRODUCTS Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number arcel Number 1132050170110 Phone: (954)587 -1011 Building Department Comments Passed Qzeigzac9 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 06, 2009 Page 4 of 21 Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Roofing Permit No. im 2 3 2661 BY. r�,r� -ice Master Permit No. Owner's Name (Fee Simple Titleholder) /??ilk ® , A • Phone # 3' — / " 9447 Owner's Address /e' 2C. it1 E, q 7 City/9 /;1m % sWaes State f'L . Zip 35136 Tenant/Lessee Name Phone # Job Address (where the work is being done) /02.,c- N ° &7, q7 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # // 32 0,"®/ 7 ®,/ Zip 73/363 Is Building Historically Designated YES NO . Contractor's Company Name Contractor's Address 5 S- T P . e1,Q City PfiVC4 State /,2 9 P6'at aid Phone # 9c21- // Zip Qualifier Name 4044-40 /Y% 12L,,� 2 j2-V /`/q State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ /Y /M Phone # 43 9`FES 7 ° /g// Certificate of Competency No. v S 8 5406 9 Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New Describe Work: Zt�d.. % "01249 ®cZ Repair/Replace ❑ Demolition Submittal Fee $ Nptrry $ Scanning $ BOnl $ Code Enforcement $ .co Permit Fee $ /i0 Training/Education Fee $ Radon $ DPBR $ * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO /QC Technology Fee $ Zoning $ Double Fee $ Structural Review. $ Total Fee Now Due $ 10.00 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliv ' < to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com ment must be pos t. at the job site for the first inspection which occurs seven (7) days after the building permit is issued. r n th -, ab nce of osted notice, the inspection w approved and a reinspection fee will be charged. Owner or Agent 200—'77U— '// 9t The foregoing instrument was acknowledged before me this a a day of , 2009, by Rob-edit-IL pna,C,A0 who is personally known to me or who has produced b. L As identification and who di t e an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged b;,''. e me this a A day of t 200 ,by i &vl&.t- jG►• e who is per nally known e or who has produced as identification and who die an oath. NOTARY PUBLIC: NOTARY PUBLIC -STATE OF FLORIDA - " " "•a Nina McKenna Sign: . Print: &/,1D" [ix/%��a `° Exp it" CS: MAY 14, 2011 My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Sign: Print: r OTARY PUBLIC-STATE OF FLORIDA Nina McKenna �i�a,r Commission #DD674112 1 ILL �A 7 ► ,' `•` Expires: MAY 14, 2011 BONDED THRU ATLANTIC BONDING co,, WG My Commission Expires: Plans Examiner Engineer Zoning •1 •1 ••. • • • • • • • • • • • • • • • • Real Estate Tax Information miamidade.gov Show Me: Property Taxes Search By: Item w , Detail Tax Information: Real Estate Tax Info 2008 Taxes Prior Years Taxes Due 2008 Ad Valorem 2008 Non -Ad Valorem 2008 Back Assessments 2008 Enterprise Folio 2008 Historical Abatements 2009 Quarterly Payments 2008 Tax Notice /Memorandum C� 2002 Miami -Dade County. All rights reserved. Real Estate Tax Information Today's Date: 01/22/2009 Last Update: 01/20/2009 Tax Year: 2008 Folio Number: 11 32050170110 MIAMI SHORES Owner's Name: DAVID L CAPLAN TRS & ROBERT M MACKO TRS • Property Address: 1025 NE 97 ST Mailing Information : DAVID L CAPLAN TRS & ROBERT M MACKO TRS 1025NE97ST MIAMI SHORES FL 33138 Legal Description : 5-6 53 42 PB 43-51 REV PL MIAMI SHORES SEC 8 LOT 11 BLK 180 LOT SIZE 75.000 X 113 •1 • •• ••• • • To view 2008 Tax Notice /Memorandum click here 2008 Taxes are in paid status. • • •• Amounts due are subject to change without notice. Contact Information E -Mail: proptax@ miamidade.gov •••• . • (305) 270494 . • • • •Downtownilfli8e: :•1•0 W FIagl r St, .• Roog101 • • Miami, f L•341;160 • 4outh Misr% - de OfflW • '10710 SW211 St, • Rogrn4I04 • ',Miami, Rs 3089 • • •• • • • Office Hours: Mon - Fri 8:00 am - 5:00 pm Related Links: Tax Collector Property Appraiser Florida State Dept of Revenue Property Tax Home 1 Real Estate Tax Info 1 2008 Taxes !Prior Years 12008 Non-Ad Valorem 2008 Back Assessments 1 2008 Enterprise Folio 1,2008 Historical Abatements 1 2009 Quarterly Payments l 2008 Tax Notice/Memorandum Miami -Dade Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 pisclalmer E -mail your comments, questions and suggestions to Webmaster • "",q 2 " LuUC� Jls �e� v BY: 16' WIDE X 7' HIGH GARAGE DOOR • • • • • •• • •••• • • •••• •� SUMMARY SO FT AREA PERRNTIR AREA CALCULATIOAVOKTARS Ft floor 2074 249 First Floor 17.4 X 21.4 = 372.3 41.7 X 7.5 = 3127 55.2 X 128 = 6955 54.7 X 0.2= 10.9 34.3 X 14.2 = 487.0 14.5 X 13.5 = 195.7 Tafel 20774.1 'ores Village ZONING DEPT BLDG DEPT SUBJECT TO COMPLIAN STATE AND COUNTY RU P40210141141011529402 DE WITH ALL FEDERAL ES AND REGULATIONS 'P 0IUCTS "Garage Door Specialists" www markodoor:corn • • CALCULATION SHEET FOR RETRO —FIT GARAGE DOOR FOR REQUIRED it i PR SSIRES FOR DADE COUNTY HIGH VELOCITY HURRICANE ZONE AS PER FLORIDs. 1?ILDI G CODE • 2006 SUPPLEMENT EFFECTIVE 12/8/06 USING TABLE 1609.2.1.(5)•i'0 GARA6E•AND ROLLING DOORS AND TABLE 1609.6.2.1. (4) FOR BUILDING HEIGVEZID FrIT ILRE ADJUSTMENTS. • • • • •• • •• •••. • • • • • • • • • • • GARAGE DOOR SIZE 1X7 MEAN ROOF HEIGHT ;1:;f . ' - 1.1&>5 • • • • • •••• POSITIVE DESIGN PRESSURE AS PER TABLE 1609.2.1. (5), 150 BASIC WINDSPEED COEFFICIENT AS PER TABLE 1609.6.2.1 (4), EXPOSURE POSITIVE DESIGN PRESSURE REQUIRED nCn NEGATIVE DESIGN PRESSURE AS PER TABLE 1609.2.1. (5), 150 BASIC WINDSPEED -COEFFICIENT AS PER TABLE 1609.6.2.1. (4), EXPOSURE NEGATIVE DESIGN PRESSURE REQUIRED nCn Residential/Commercial o Electric Openers ® Sales & Service 5320 State Road 84 0 Davie, FL 33314 Broward (954) 434 -2165 0 Dade (305) 947 -7639 0 Fax (954) 587 -4588 STRUCTURAL DESIGN TABLE 1 609.2.1(5) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (Ps EFFECTIVE WIND AREA EXPOSURE a �..- =..r' BASIC WIND SPEED V (mph - 3 second gust) - ' 1.21 Width (ft) Height - 04 1.00 85 1.55 90 1.00 100 1.61 110 1.00 120 1.66 : . 130 140 ....150 Roof Angle 0 - 10 degrees 40 -� 1.09 1.49 1.74 45 • • • •••• • 8 8 10.5 -11.9 11.7 -13.3 14.5 -16.4 17.5 -19.9 20.9 -23.6 24.5 -27.7 .4 • 2 32.2 i 0324• -36.9 10 10 10.1 -11.4 11.4 -12.7 14.0 -15.7 17.0 -19.0 20.2 -22.7 233 -26.6 •£ ?.•6••-30.8 31 +6 • -35.4• 14 14 10.0 ' -10.7 10.8 -12.0 13.3 -14.8 16.1 -17.9 19.2 -21.4 22.5 -25.1 .2G.1. • -29.1 � •30.a • 33.4: Roof Angle > 10 ••••• • 9 7 11.4 -12.9 12.8 -14.5 15.8 -17.9 19.1 -21.6 22.8 -25.8 26.7 -30.2 •'31 b• -35.1 ' '6 -40.2' 16 7 ' ' ,10.9 -12.2 12.3 -13.7 15.2 -16.9 18.3 -20.4 21.8 -24.3 25.6 - 28.5 :29.7 : -33.1 .a.1 -38.0. 'or Si: I Square foot = 0.929 Sqm, 1 mph = 0.447 mis. 1 psf = 47.88 N /sqm. • . • • • • •••• • For effec ctive areas or wind speeds between those given above the load may be interpolated. otherwise use the load associated`88itb Ole lowe3 etpative area. • Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table 1609.6.2.1(4). •••• • 1. Plus and minus signs signify pressures acting coward and away from the building surfaces. t. Negative pressures assume door has 2 feet of width in building's end zone. • • • • •••• • • ••.• • • • • • TABLE 1609.6.2.1(4) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (A.; MEAN ROOF HEIGHT (feet) 15 EXPOSURE a �..- =..r' D 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 _ 35 1.05 1.45 1.70 40 -� 1.09 1.49 1.74 45 1.12 1:53 1.78 50 . 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 I 62 1.87 11: 1 foot = 304.8 mm. It table values shall be adjusted for other exposures and heights by, multiplying by the above coefficients. ** • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 375 -2908 www.miamidade.aov/buildinecode • • • • .... • • • .. • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing 114 y.sq of construction materials. The documentation submitted has been reviewed by Miami -Dade County Produst•COntro1 Division and • accepted by the board of Rules and Appeals (BORA) to be used in Miami Dade County and•otlaer area AKA allowed by the Authority Having Jurisdiction (AHJ). • .... This NOA shall not be valid after the expiration date stated below. The Miami -Dati� Jaunty Prbtlitt Control Division (in Miami Dade County) and/or the AHJ (in areas other than Miaini3ede Couf) reserve the right to have this product or material tested for quality assurance purpgses. If this gi,ct or material fails to perform in the accepted manner, the manufacturer will incur the ekt ehstt of sup; . and the AHJ may immediately revoke, modify, or suspend the use of such product or material wrthin their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Model 1200/Heritage 3000 Short, Long, an APPROVAL DOCUMENT: Drawing No. IRC- 1216 - 175 -26 -I, Sheets 1 through 2 of 2, titled "Model #1200 Heritage 3000 Short, Long and Flush Panels" dated 05/08/07, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, PE. Bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, F.E. NOA No: 07.0706.03 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 Page 1 Annarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • • • ..•• • • • .• • • • A. DRAWINGS: • 1. Drawing No. IRC -1216- 175 -26-I, Sheets 1 through 2 of 2, titled "Model 41Ciao Heritage • • 3000 Short, Long and Flush Panels" dated 05/08/07, prepared by Ama,F.ge Door, • • signed and sealed by Thomas L. Shelmerdine, PE. "O" ig • • .• •• •••• • • • • B. TESTS: • • • • 1. Test report on Large Missile Impact Test per FBC TAS 201, Unnforn Static AAb.' Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test FBC T.S. • • • 203 for a 16' x 7' sectional steel garage door, prepared by American Test Lai, "' Inc., Report # ATLNC 0501.01 -07, dated 06 /06/07, signed and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D 1654 & ASTM B117, prepared by ETC Laboratories, Report # ETC -03- 816 - 13287.1, dated 07/15/03, signed and sealed by Joseph L. Doldan, P.E. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions, P.A., project 01 -039, dated 06/14/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA., dated 06 /14/07, signed and sealed by T. L. Shelmerdine, P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors, dated 06/12/07, signed by Danny Joyner, Applications Engineering Manager. E. MATERIAL ChM iF1CATION: 1. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T709, dated 05/30/07, signed and sealed by Candido F. Font, P.E. E -1 00/01 Carlos M. Utrera, P.E. Product Control Examiner NOA No 07- 0706.03 Expiration Date: September 6, 2012 Approval Date: September 6, 2007 • .• • • • • LT GA (MW G/A.V. STEEL CEN ERCN. TOP ROLLER BRACKET ATTACED V /04 114. SCREWS 4PER C(ET ADJUMA•I MILER CARRIER ETC MV /P VaS I/R' ∎ SiYLINIXIII BALI. STEEL 9Y STEM M4RRIGVE RM.LER V/ 7/16' M 10 IE7 R'" RETAIER FOR NON - I SHAFTS To • 5 1/5'H X 18 OA. t0' R- TRUSS) ATTACHED Y /O) 1/4' X 3!4• HEX 1013 SCREW T EACH HMS: AND LIMIER EACH HINGE INTO DANK SKIN 0 11811 X 18 0* W R -TRUS8) TTACED V/ 4' X 3/4' MAD AT ENDSTILE* AND CEO 12MER EACH WINCE INTO BACK 240• TYPICAL TIP FIXTURES \/ N.T.S. ��f TYPICAL IBRiASAFE CENTER F(04GE N.T.I. A ECAARRR= ELPEASAFE ROLLER ATWOODD TO ENO STILE V/ (4) V4' SONS PER CARRIER 23 140* DURA�EA 88 V/ t3) V4' 4. HEX HEAD SCREWS SLIDE LOCK ENGAGES INTO VERTICAL. TRACIK ON GOTH SIDES 5/5' MN 3603-2. (SNAP END 47 COC NS TO 2� MONDIAL) ATTACH 11/4*) 1/4' x 3/490 HEAD SCREW 3. 3/4' MIL MD BT INSTALLER) 16' 0' MAX INSIDE ELEVATION N.T.S. 2 X 8 80U'MERN ALLOW POE t'C;:ry �:•4e.tT '+n'OLYiv*MOM* 3 (NQ 2 OR 8ETTER) DM' ISTEEL T T PLATEANTeras JAM /RKET JJAND WO) 5166' X 1-9 LAG 1T AND ATTACHED TO MACK W CO 1/4 X 0/8' SPICE BELT TRACK MOUNTING DETAIL, 2' GALVfm TRA 4. .N *3 142OBUOVRR�0 EE•d0477 ROLLER CARRIER ATTACHED TO R -TRUSS MX HE VAD4. , SCREWS 5 1/0011 X 18 OA 08 R- TRUSS) MINT SION 840* Cd55' MIL) BAOJC SKIN 5754. (010 CFC-FRES EXPANDED POLYSTYRENE Bt4ULA 14 KN. 400 AYTA V/ C8) 1/4Mx HEX HEAD SCREW ATTACHED V/ OD 1/4' X 3/4' 4 SCREWS R. 10 MIL STEEL STEM HURRECME RO9.L.ER / 7/16 RETAINER MR MDT-MEMO SHAFTS Trinek. EURASAFE 0(0 HINGE KIX MGA. STRUT ATTACHED WOO V AT � MAD =ENS AND t10) ACXBCSS CENTER EMMEN CO488 AT LOCATIONS INTO BACK:WIN DO T ATTACHED TTACIED 14/CS) 1/4' X 3/4' 4E0 NEAR SCREWS MEMO ROUEN V /MN- -THREADED SHAFTS TYP PTA 8Bp1 14 OA DURASAFE ATTACHED VCA R HEAD SCREWSS HE INTERIM v UMW -+� KM MOE 16'0' L i 1r/FT ac"•8*19109 2 WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 8 YER110AL JAVA AHACCMFNT TO mile FAAMF RTINNTRON" 5/15'X3' LAO WOG BTARTINO 5' FROM ENDS DiEttif 0i411.1/41,05%0110474 144.11 MYAK BC.T 3/8" X 4' STARTING 8' FROM 89558MON 24' 0.3211(2 1 j1.0I001GENT. �T81EEVE ANCHOR 3/8" X 2 -3/4" STARTING 6' FR�I JNOS I2 0.0:(1 1:4 ITN/RAMSET REDHEAD (TRU -SO.T) 8/0" X 4" STAR1iltt0 Feelitits DO I* fO' 0.0!(2 F.MBBDHEN» 2 Y2 X 1 -MUL JA�ATTACH881 70 0-00 •LI�`ICJA�ATTACH881 70 8-00 RL4`IC 111111 SLEEVE ANCHOR 3/8" X 2-3/4' STARTING NY PROM ENDS THIN 12• 0.0. (1 1/4' •• • • ••• / * X 2-3/4' MAROON' FROM *0880 PO RI OFASTOERS (3' AT O. Q * • MISUSE • • • • • • • • 'LAOS AND DOLTS CAN SE COUNTERSUNK TO PR09180 A RU0•MOUN1N• SUMAC* • *PREPARATION OF W000 JAMBS BY OTHERS • • • • LIFT CABLES 13 GA CMINEC1AL TOP 8107RE ATTACHED V/ t4) 1/4' x 3/4' HEX WAD SCREW ADJUSTABLE SLIM BRACKET ATTA HID WOO 4 BELT MID 8)75 5' R -TRUSS ATTACHED V/ (S) V4' x 2/4' 418 HEAD SCREWS T EACH 2404 STOLE AND 05) AT EACH CIMER STILE LOCATION DIN TOP SECTION 5 1/8'H X 18 0* 0) PER SECTION (IF R.-TRuss) cALv. STEEL R-TOSS ATTACHED V/ 1/4' x 3/4' HEX HEAD END STILE MO T A7 EEACH CENTER STILE LOCATION 3'x80 0* MOST ATTACKED V/ C4) 114' X 3/4' HEX HEAD { 45 T CENTER EACH8Ep90�HN5TILE MID (15)3ACROSS ETVEEN CENTER PO= LOT 0. DOTTON BRACKET TTACHED V/ C• 1/4' x 3/4' 11671 HEAD SCREWS BNU Urrt41L 24247RASK we i1)N A -A ($DE VIEW) N.LS SNORT L0R0 AVAILABLE PANEL. ARRANGEMENTS 10.1 MAX SZE SON LOADS +48.0 PSF -52.0 PS' LARGE MISNA.E IMPACT RESISTANCE • • •• • • • • • • ••• • • • • • • •• 160 CARR1AOE MEW WORTIO4- 57109 VWAMARROIN MODEL #1200 HERITAGE 3000 .1 • Skor1, Long, & Flush Panels • pent Da siceioi El OOMs me DR 5/08/07 • EER 6ZC -12 66- 17'°75 -26-1 HET 1 C 2 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • ••• • • SPECIFICATIONS AND NOTES. 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAI. TRACK. THNHRRD O THE HORIZONTAL , MB OR HEADER RECEIVES NO PORT VERTICAL JAMBS. ION THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH I � as 80 YES MAXIMUM DEMON LOADS OM 3. DOOR AND HARDWARE WILL 00 DESIGNED, MANUFACTURED AND INSTALLED 14I114 STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.022) MIN. EXTERIOR SKIN ROLLED FORMED, 0-40 GALVANIZATION W/ maw ON POLYESTER FINISH 5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 8.5" R -TRUSS PER SECTION AND (1) 3" 2004 STRUT ON 81M. SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLE 1 7. SUPPORTING STRUCTURAL ELEMEN1S SHALL BE DESIGNED BY A REGISIRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN A8TM 5330 -02, ASCE 7 -02, AND FLA.. BUILDING CODE PROTOCALS TAS 201, 202. 203 WIND LOAD DEIGN CRITERIA. 9. THIS APPROVAL REOUIR5S THE MANUFACTURER TO 00 71311140 OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER 14AT ONLY COILS WITH YIELD STRENGTH OF 32,800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE TABLE 1 DOOR HEIGHT M laill8la•eR.���� SECTION HEIGHTS EItc[m��#227 A 83 #4 D 08 F #8 H I J K �#T8�• +��• N �#7s l 21" .E' lIIIIIl:i_ mQ2121" 21" :,Etila ik7iiEEItIfQ- Wail ®1♦ illEi® -IIIIIII' 1 111UNI41LLl21" idilEllT.I © IIMIALIVIMIENIOILIMIDILili iUA M1®E11151QQ311® 1111101161/101111.4 ILAN IMmmmQi® IWO EMI Via jMr�� lEM®IRmlEaM11t♦ IllailIGILLABilEAral MI IEIHEilFaIIIIIIIIIIIIIIIIIIIIIIIIIII W+l MI ®ltall3ElEillillINIIIIN 8'8" 21" 18" 18° 21" TABLE 2 13 GA. FLAG BRACKET ATTACHED TD JANDY/ (3) 5/16 DIA. X 1 -5/9" LAG BOLTS AND TO TRACK V/ (4) 1/4' -20 x 5/8' TRACK SPLICE BELTS AND NUTS rn, SPLICE TRAMS AT 'MIS =ATM V/ (4) 1/4'-2O TRACK SPLICE 50.M 6 NUTS SECLRE 10 JAMS VIM CD 8/16" DW, x 1 -8/B' 1.40 80.75 0) 9/18' DIA. x 1 -5/8" LAC BOLT ATTACHED TO JAMB AT EA JANE BRACKET SEE (TABLE 2) FOR JAMB BRACKET SPACING 10 GA GAIN, STEEL JAMS BRACKETS ATTACKED V/ 0) 1/4' -80 x S/8" TRACK SPLINE BOLT & NUT STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL VIERS N.T.& DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H I J K L M N S 111®EA1A0 .E' lIIIIIl:i_ ®1♦ -IIIIIII' © ®ltlia1A1A1111111IIIIIIIII1♦_IIIINM ILAN IllailIGILLABilEAral MI IEIHEilFaIIIIIIIIIIIIIIIIIIIIIIIIIII W+l 11111/111EilKillaillatalLalailtialtralEall11111•11111111111105111 ® ®6iiaii UREA 0051iTii011 100" EMI 111111111111lfM1 NEE11111210511SilEillEilLiMillEillillilailliiinINIUMIQUIll sEameatraumEacanlIEDKEMEil 10D"EG' EgillinifaMil ElEla- ®LUQ9< 1 1115101 1 [ i "" MEMffill151EEAlLl5111lEil1i1 14' 3" 14" 27" 38" 48" Sr 88" 78" 88" "" 1o' EEEEEfiiL'l 100 114" 122" 134" 146" 160" M1asi l;14,. 7,4u^ 1 COMA Divi. Dv. _. Ate xSIZE DESIGN LOADS +48.0 PSF -52.0 PSF LARGE WWII BAPACT RESISTANCE •• ••• • • • • • •• • • • • • • • • • • 14••• • • • •• ••• •• • •- • •• NW CAMWAAS COURT WD•TSN -SAL04 NC: 80115 WAAMPRILCOM MODEL #1200 HERITAGE 3000 • • • • • • • 14.. . 4a4., Long, & Flush Panels • • • • • • • sit I01 IT •g• DOE WOO RHArID 128631 • • • • • • • • �i .D • 8466 0410 Opp CRC- 1216 - 175-26 -I • • • • • • 9161 2 Cr 2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH1). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described he rein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101' Outswing Aluminum French Door wl Sidelites APPROVAL DOCUMENT: Drawing No. 11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets /through 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18,2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite - Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No F1L -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06-21-07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, PM. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to `E.I. DuPont Denemours" for 'DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06-21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. 1st". 1. LL MCL tsbaq L Cbanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 1 COUNTY' BUILDING CODE COMPLIANCE OFFICE (HCCO) gA(IDiJCT COMM, DIVISION • NOTICE OF ACCEPTANCE (NOA) �La � 2LLC 1 0 N.W. N.�t, 104 Court Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and rogulath= governing the use of coon materials. The documatatiun submitted d has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having huts' diction (AHI). This NOA shall not be valid after the expiration data stated below: The Miami -Dade County Product Control Division (In Miami ire County) andfar the AEU (in areas other than Miami Dade County) reserve the right to have this product or mated tested for quality mime. purposes. If this product or material fails to perform in the accepted maw', the manufacturer will incur the expense of snob testing and the ABJ may immediately revoke, . modify or suspend the use of such product or material within their jeuhsdictio n. BORA rest ves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DEscmPTIoN: Ser ` I-S3"QntswIng Frearli -LML APPROVAL DOCUMENT; Drawing No FIN-1116105, titled "Series EKU -53 Aluminum Outicving Entrance MMoor", sheers 1 through 6 of 6, dated Dec 14, 2007 prepared by Bromley Cook Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the i -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mire Impact end LABELING: Each unit shall bear a pennanent label with the manufacturesr's name or logo, city, state and following statetnent 'Miami-Dade County Product Control. Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be consured after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration dam or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. htfisum ofthis NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENTI The NOA number premed by the words Miami-Dade County, Florida, and followed by the expiration n date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall b e done in its entirety. INSPECTION; A copy of this entire NOA shall be provided to the um by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Oflleial. This NOA revises and reams NOA #t OS-02M consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The sulenitted documentation was reviewed by Ishaq I. Chancla, P.E. MIAMI -DADE COUNT Y. FLORIDA METRO-DADE FLAt3LER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI. FLORIDA 331304563 (305) 3754901 FAX (305) 315.2 ramitifinegnsibasam NOA No 07410104 Rapist on Date: Febraary 27, 2013 Approval Date: January 17, 2008 Pagel A. DRAWINGS (transferred from file # 05.0725.02) • 1. Manufactw&s die drawings and sections. 2. Drawing No. FIN-B16/05, , titleed "Series EK 53 Alm O tswing Entrance Door", sheets 1 through 6 of 6, dated Dee 14, 2007 premed by Bromley -Cook Engineering, Inc., sill and sealed by William D. Cook, P.E. R. TESTS (transferred from file # 05472542) 1. Test reps on 1) Air Infiftration Test, per PBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per PBC 2411 3.2.1 and TAS 202-94 5) Small Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Wong with matked up drawinSs and installation diagram of aim ounswiag doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3881, dates August 23, 2004, and Test Report No. i L- 4531, dated June 1, 2005 both signed and sealed by Edmund() Largasspada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structund analysis complying with FBC-2004, dated 01110106 and last revised on Dec 14, 2007, prepared by Bromley -Cook Engineering, Inc., sued and sealed by willisaun D. Cook, P.E. 2. Glazing complies with ASTME - 1300 -98 and ASTMS - 1380 -02 D. QUALITY ASSURANCE BY: 1. Miami-Dade Building Code Compliance Office (BCCO). L MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DeNemours, for"DuPant Butacite PVB ", expiring on 12/11/2010 F. STATEMENTS 1. Statement ors of cow and' No financial interest", both dated Dec 14, 2007, signed and seated by William. D. Cook, P.E. 2. Statement of compliance, issued as part ofthe above referenced test report issued by Hurricane Testing Doty. G. iflHER 1. TMs NOA. revises and renews NOA # 05+8725.02, expired tm February 17, 2008. E -1 Sk4mx tiKOl�+ Nem Cbanda, Pnaluet Control Examiner NOA No 074107.04 Expiration Dein February 27, 2013 Annan' bat= January 17, 2007 r MIAMIS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 "X Heavy Wall Aluminum Tube Clipped Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6221, titled "I" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", sheets 1 through 7 of 7, dated 04/28/00, with last revision on 05/30 /06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonlipe.com MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. r ����jjjj ..A� 010 NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC,'TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2902, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a Ix 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows with a transom lite (0/00 configuration) mulled together with a ix 2 x 3 /a" wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark, F.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. O'1'HER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06.0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 eakox . MIAMI -DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by .Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "HR -710" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15 /2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 �► 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per PBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) E -1 Manuel Per Product Control Ex: : u : NOA No 07-0. 09 Expiration Date: December 21, 2011 Approval Date: January 03, 2,008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Laboratory compliance letter for Test Reports No.'s FTL- 4858 and FTL- 4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER 1. Notice of Acceptance No. 06- 0405.09, issued to PGT Industries, Inc. for their Series "Alum. Horizontal Roller Window, Impact ", approved on 12/21/2006 and expiring on 12/21/2011. E -2 Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. rA v$4-1V1 Permit Type (circle): Building Roofing (� Owner's Name (Fee Simple Titleholder) P-0 i ► �/y� j�[� Phone # U' 7 7 j — 60 / 7 /mg- it-q. 0 S e Owner's Address City i AIL State - Zip 33 138 Tenant/Lessee Name Phone # - Job Address (where the work is being done) /0 04- 97 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # f ,� s 3v�o-� -0/).— 0 I/ 0 Is Building Historically Designated YES NO X. ` Contractor's Company Name e elZ6 toff e ° Contracttor'Address j ?16 wake, /15. City 'r/ /. State -77747e/41 Zip ,?3 l3c Phone (6,05)// Zip %FS�o!`9 Qualifier Name Oft% 6 ? ° Phone # 6R20,00,942 � State Certificate or Registration No. `Rte/ 0e Certificate of Competency No. Architect/Engineer's Name (if applicable) °'`o���/i� Phone # (716/) 4 %.b0}9 Value of Work For this Permit $ S' Type of Work: Describe Work: ❑ • di ion A jjteration 4!E // 1/, Ai OOrrs _ 4kA/?4/q (/8) G`4.s5 . Square / Linear Footage Of Work: 08' ❑New ❑ Repair/Replace ❑ Demolition 62) L Iooe 62) (itypel) ********* *****:x * * * **** * **** ** ********** Fees************* ** ****** *** ** **** * ** ***** ** **** Submittal Fee $ Permit Fee $ CCF $ Notary $ "'Training/Education Fee $ Technology Fee $ Scanning $ Bond $ Code Enforcement $ Double Fee $ DSO 4.1' 6" aa & ri (4 44"..,Y Structural Revieve $ Total Fee Now Due $ See Reverse side Radon $ CO /CC DPBR $ Zoning $ MOV i 3 2008 Ili1.;d' SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU I INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 110,40 /g 2-1V 7°736 S' f � Signature A -,� Signature Owner or Agent The foregoing instrument was acknowledged before me this day off 7 200._, by who is personally known to me or who has produced As identification and who did take an oath. le NOTARY PUBLIC: Sig Print: Y I fc, Notary Public State of Florida E Van Den Bergh oilMy Commisslan 0D778217 Expires 04/13/2O12 My Commission Expires: 4 APPLICATION APPROVED BY: (Revised 07/10/07) P 4°12., Contractor The foregoing instrument was acknowledged before � re me this/ by Lii [ ���a z. , day of who personally known to e or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: \\ olit11I11111111/4/ `\*?,\\a.De Coro, %.....<0,9 res' My Commission Expires: Commission # ********************** ** ***** *:x*********** * * *: ,x**** ******* * *** "ip1f' *#1iI 4i. *sire 'A ,� - OF F 1.� 1 Plans Examiner Engineer Zoning MIAMI•DADE 1\1' o -155 II V IC [Lit OCT ' Deg f o_ -- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12 /17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and Sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADS COUN'T'Y, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode MIAM.DADE COUNTY APPROVED NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Re • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo e h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11 /21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IHG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th : 'es C -740 Aluminum Casement Window — L.M.I., approved . 0 3/06, exp 5/22/08. E -2 Manuel P Product Control iner NOA No. " : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 NOTICE OF COMMENCEMENT 11111111111] 11111 11111 11111 1111111111 1111101 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO O. STATE OF FLORIDA: EN 0 3 N COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. c FN 200880864613 O6: P•4; 26621 Ps 976 (1P9) RECORDED 10/23/2008 13:48:24 HARVEY RUVINr CLERK OF COURT i1I Ai1I -CDADE COUHTYr FLORIDA LAST PAGE 1. Legal description of property and st et/address: 5 C5 6 *178 43-x/ P2 i!}/c1i v '4 // 4: /! 2 si.e 76040 x 1/3 aoe ae,c499 wofa 07 &i o4.641/60/ ed i/ ©ors 2. Description of improvement: 3. Owner(s) mme and address: /od ,4" 97 ,4*/�:� Interest in property: 'kf//2 . Name and address of fee simple titleholder: 0 4. Con actor's name and address: Eie aC2E f�10 /�E�'.. 'x . /7gPVi,dueo -ii A ,L' ' idecc 5. Surety: (Payment bond required by owner from contra ,EI DRIDA, cout4T`( OF DADE 1 HEREBY CERTIFY that this is =-r°� '- �y of Name and address: , ayof .t the Amount of bond $ 6. Lender's name and address: WITNESS my hand aril Official Sao". VIN - - rut ery County Cou 7. Persons within the state of Florida designated by Owner upon whom notices or ot r documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiry} i „y�g is 1 year from the date of recording unless a \ \ \,N i4f� 1�1 ° different date is specified) �\�s��a D!; Co/„ ,�/ M . e-=-.... .0 1912011 Signature of Owner = i NOTARY PUBLIC = •• Commission # prepared (55.,_••••.,0064214.S..- �Q�� Sworn to and subscribed before me this eV day of '6/74 'Of .\- Q - \-Q9 Print Owner's Name, bee L/& X0 Notary Public. Print Notary's Name Au / �� Yit-v rcL My commission expires: '� ?2,f ` �//a20// 123.01 -52 PAGE 4 10104 Miami Shores Building e artmen Product, Approval Schedule / Comparison Chart Address: 0 main Dwarf dm: ofWiudow Product Atte or oor or Product A. royal' re (4) (-) PSIt 14 Permit No. Rou h 0 Shut tter Re aired Mullion Re. uired Impact re (+) PSF (-) PSF Fa, 611 7, • 0.04 i4 2 54, , 2 9-C1-2 51,57 91,34 4 6A 34 VOIL 38 36 ig "Do o ti Mo 11 to 45%0 10.i 45.0 ,0 o 63.6 15,0 IC. 0 18 er /5,0 s0