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WS-11-579Inspection Number: INSP - 158773 Permit Number: WS -4 -11 -579 Scheduled Inspection Date: April 28, 2011 Inspector: Rodriguez, Jorge Owner: TING -LEN, SUE Job Address: 152 NW 103 Street Project: <NONE> Miami Shores, FL Contractor: ADCO OVERHEAD GARAGE DOOR INC Building Department Comments April 27, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number 305 - 757 -9942 Parcel Number 1131010230040 REPLACE GARAGE DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 18 of 22 Eck-- Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING (Fee Simple Titleholder - I � h � Owner's Name ( p ) f3�Y1���� �u °1 <�[�� Phone# Owner's Address / (,U 10 3 /9 cp ST • City 1`f L , 1`-? 1 State I= Zip 3 3 Tenant/Lessee Name /� i4 p Phone # Email £Su t i/z3 Je . G' 2c�tit �`�, �L rK% rr r Job Address (where the work is being done) / e�a !'j City Miami Shores Village County FOLIO / PARCEL # 11 0 I -3C0 4D Is Building Historically Designated YES City Qualifier Name State Certificate or Registration No. 'Contact Phone ZZ5 6K36 Architect /Engineer's Name (if applicable) Value of Work For this Permit $ J 0 b 9 Type of Work: Describe Work: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 State NO E -ma Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ [�3 �O S7• Miami -Dade Zip L-01 10 To f �- (.FG- c ) Contractor's Company Name - V-cr a •� l' 4 f 5Phone # Contractor's Address 767 N W 'TQ 4 Permit No. W S 1 1 ^ 519 Master Permit No. 3 17 - 9942 3 3 l t31 lc I Flood Zone A 04 2011 Zip 331b& Phone # `� ) - 8tc3� Certificate of Competency No. (13--- 5 f3 5 it � .436A ZAy Q� -(.c © t • C .} Phone # Square / Linear Footage Of Work: 6 7 ddition ❑Alteration_ ONew Repair /Replace ❑ Demolition C ( -' Cc V Z ) (Ai ` 7 &N Q ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $� Permit Fee $ // CCF $ CO /CC $ Total Fee Now Due $ Technology Fee $ Bond $ 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 AFI+IDAVIT: 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 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. Signature day of U 20((,by My Commission Expires: APPROVED BY (Revised 07 /l0 /07)(Revised 06/10/2009) Engineer Signature Owner or Agent - ontractor zz�,,,,��� The foregoing instrument was acknowledged before me this " The foregoing instrument was acknowledged before me thig's""j* � it G , day of M , 20 ti - , by / - Z�l• -1 ; 1q, ti, , ,.' ., F a who is personally known to me or who has produced ':" -1,9 : As identification and who did take an oa ' as identification and who did take an oath. NOTARY PUBL : NOTARY PLBLIC -STATE OF FLORIDA NOTARY PUBLIC: Humberto Fernandez a , Y .: Commission # EE045530 .I, Sign: Expires: DEC. 03, 2014 _��i� .. if TmRr AT .1:v1 ICBCN`GCO., 'M Sig Print:■�,r j Q- - , Print: ho is personally known to me or who has produced My Commission ExpireSCi PUBLIC - STATE OP FLORIDA " , Sandra A. Galano ommission #DD811516 es: G. 04 2012 R4INOED TAR A� L � G*CC'I`.,' Zk. Plans Examiner Zoning Clerk checked THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR INS' ADD • TYPE OF INSURANCE POUCY NUMBER POUCY EFFECTIVE (MMIDD/YY) POUCY EXPIRATION DATE (MM/DDIYY) LIMITS A INSURER B: STAR INSURANCE CO GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY LBA04834701 06/01/10 06/01/11 EACH OCCURRENCE $ 1 , 000 , 000 X AMMIAMh SE N1bU P U RE S(Eaoxuren ce) $ 100,000 ■■ CLAIMS MADE X OCCUR MED EXP (My one person) $ 5 , 000 ■ ■ GENt PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 AGGREGATE LIMif APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000 POLICY JECT LOC AUTOMOBILE LABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ ■ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LABILITY EACH OCCURRENCE $ ■ OCCUR CLAIMS MADE AGGREGATE $ DEDUC11BLE RETENTION $ $ ■ $ $ B WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE OFFICER/MEMBEREXCLUDED? If yes, describe under SPECIAL PROVISIONS below WC0488274 06/01/10 06/01/11 % TORY UMITS I 1 D ER EL EACH ACCIDENT $ 100000 E.L. DISEASE - EAEMPLOYEE $ 100000 E.L. DISEASE - POLICY LIMIT $ 5 0 0 0 0 0 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT f SPECIAL PROVISIONS *TEN (10) DAYS OF NOTICE OF CANCELLATION FOR NON- PAYMENTOF PREMIUM. DESCRIPTION OF OPERATIONS OVERHEAD GARAGE DOORS- REPAIR, SERVICE, INSTALLATION ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID NR ADCOO -1 DATE(MM/DDIYYYY) 05/28/10 PRODUCER BUTLER, BUCKLEY, DEETS INC . 6161 BLUE LAGOON DR. , STE 420 MIAMI FL 33126 Phone: 305 - 262 -0086 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED ADCO OVERHEAD GARAGE DOORS INC 7577 NW 50 ST MIAMI FL 33166 INSURER A: Landmark American Ins Co. 33138 INSURER B: STAR INSURANCE CO INSURER C: INSURER D: INSURER E CITY OF MIAMI SHORES 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 CITMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHO DARES ACORD 25 (2001108) 11 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 RECEIPT NO. BUSINESS NAME / LOCATION ADCO OVERHEAD GARAGE DOOR INC 7577 NW 50 ST OWNER :ADCO OVERHEAD GARAGE DOOR INC SEE BACK OF RECEIPT FOR A LIST OF NON — PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI-DADE COUNTY TAX cal 22/2010 02290013001 000175.00 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 4YMENT RECEIVED IAMI -DADE COUNTY TAX DLLECrOR: 09/22/2010 02290013002 000075.00 SEE OTHER SIDE 2010 MUNICIPAL CONTRACTOR'S 2011 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10-24 EXPIRES SEPT. 30, 2011 30- 5166434 CC NO: 02BS00795 OWNER ADCO OVERHEAD GARAGE DOOR INC Sec. Type of Business .,, BUILDING CONTRACTOR USINESS TAX RECEIPT. IT OES NOT PERMIT THE OLDER TO VIOLATE ANY GSTING REGULATORY OR )NING LAWS OF THE OUNTY OR CmES. NOR DES IT EXEMPT THE OLDER FROM ANY OTHER ERMIT OR UCENSE EOUIRED BY LAW. THIS IS OT A CERTIFICATION OF •E HOLDER'S OUAUFICA- ONS. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD ADCO OVERHEAD GARAGE DOOR INC HUMBERTO FERNANDEZ PRES 7577 NW 50 ST MIAMI FL 33166 1,111,„ 11.,,.111 1111111 „,I,I,.I.1.'1,I.I,II, I,n11 1. li I AI 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 THIS IS NOT A BILL - DO NOT PAY 494828 -8 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 516643-4 ADCO OVERHEAD GARAGE DOOR INC CC B 02BS00795 7577 NW 50 ST 33166 UNIN DADE COUNTY WORKER /S 2 DO NOT FORWARD ADCO OVERHEAD GARAGE DOOR INC HUMBERTO FERNANDEZ PRES 7577 NW 50 ST MIAMI FL 33166 1.111,,,II,I.,I1,11,1,1111,111 ,.1,11.1,1 Il,,,i1 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 w d yy Ste 0 sul V N m o o- E c z O 0 .` F- 4.3 LL cD N N 0 , w %4 PRODUCT CONTROL DIVLSION Miami Shores Village APPROVED BY ZONING DEPT BLDG DEPT 7 A4 DATE SIJBJFCT TO OOMPIlANCE WITH ALL FEDERAL NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OR 45040 BY: AP R 0 4 20 11 -DADE COUNTY, FLORIDA - 0-DADE FLAGLER BUILDING BUILDING CODE COMPdwAW A{ fPPe -ES AND REGULATION& ww FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldingcode 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 lly;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: Single - Car Steel Pan Garage Door with Impact Lites APPROVAL DOCUMENT: Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated 10/23/06, with last revision dated 11/14/07, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 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. royal requires the manufacturer to do testing of all coils used to fabricate door panels under A minimum of 2 specimens shall be cut from each coil and tensile tested according to unty approved laboratory selected and paid by the manufacturer. Every 3 months, four times a all mail to this office: a copy of the test reports with confirmation that the specimen were manufacturer production facilities. And a notarized statement from the manufacturer that only 0,600 psi or more shall be used to make door panels for Dade County under this Notice of NOA number preceded by the words Miami -Dade County, Florida, and followed by the ayed in advertising literature. If any portion of the NOA is displayed, then it shall be done 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 # 06- 1107.02 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, P.E. NOA No 07- 1120.06 Expiration Date: February 21.2012 Approval Date: January 3, 2008 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103547, titled "Single Car W8 Pan Door with Impact Resistant Lites ", dated 10/23/06, with last revision dated 11/14/07, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus, per ASTM G 155, Test Report No. HETI- 06 -A002, prepared by Hurricane Engineering and Testing, Inc, dated 11/08/06, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Tensile Test on GE Lexan SLX2432T, per ASTM D 638 and ASTM E 8, Test Reports No. HETI- 06 -T566 and HETI- 06 -T634, prepared by Hurricane Engineering and Testing, Inc., dated 07/14/06 and 11/08/06, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test report on Self - Ignition Temperature (ASTM D 1929), Rate of Burn (ASTM D 635) and Smoke Density (ASTM D 2843), Test Report No. ETC -06- 1024-17496.0, dated 05/26/06, signed and sealed by Joseph L. Doldan, P.E. (Evidence Submitted under NOA # 06- 1107.02) 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 2) Large Missile Impact Test per FBC, TAS 201 3) Cyclic Wind Pressure Loading per FBC, TAS 203 along with marked -up drawings and installation diagram of Clopay 9'x 8' 24 ga. Steel Door, Model 94W8, prepared by American Testing Lab, Inc., Test Report No. ATLNC 1008.01 -07, dated 11/05/07, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchoring calculations prepared by Clopay Building Products Company, dated 10/24/06, signed and sealed by Scott Hamiton, P.E. (Evidence Submitted under NOA # 06- 1107.02) D. MATERIAL CERTIFICATIONS 1. Tensile tests on Painted Embossed Steel, per ASTM E 8, Test Reports No. HETI -06 -T596, T597 and T598, dated 08/24/06, signed by Rafael E. Droz -Seda, P.E. 2. Salt Spray Exposure Test Report No. 30160- 04-63365, prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E. E -1 E. STATEMENTS 1. Code Compliance letter issued by Clopay Building Products Company, dated 12/13/06, signed and sealed by Scott Hamilton, P.E. 2. No interest letter issued by Clopay Building Products Company, dated 10/26/06, signed and sealed by Scott Hamilton, P.E. (Evidence Submitted under NOA # 06-1107.02) Carlos M. Utrera, P.E. roduct Control Examiner NOA No 07- 1120.06 Expiration Date: February 21, 2012 Approval Date: January 3, 2008 BUILDING TYPE FASTENER TYPE - • 074 000708 DIS FASTENERS gi C -9. + •• HOLLOW •R •i7..' 7/4' 8 3' (1 -1/4' EMBED) ITW 74PCON CONCRETE ANCHOR (2-1/2' 1801 EDOE INSTANCE) - 10 -1/2' 1' 0.D. Ell• AL 57 Sr i kK 7 W Lei..`IKF l 4184114 yi�7L)U97071"^ TIV_•7.::`.iTEII16 I€ 0 0 9L11•.iYl1,� I...w 'T: J• ] - •F 7•.'v 1 � .�: 2a '�a''(3�.� 1 0.0, R . • 0 Q ]row' • .I • . 'T4•Teo.. gl V/'7i lICAKI :.T •.i•f- •fai M1�i . „ /212«"'121TSi95/ Too , 4 IIJTAJ9Elg *.gilrl Ir z -7 wR : •T r:. VBNE IMY L - ,- • 47 "::H.1 M -Y. 3 O. HOW 11111taliM11110.111120.1111/kAdlik... [:1G7Rle2411022YAIST MIENb]iC N - 049412L111rsE11fI N11213rCt511lI - IMSYW"MllII631iT1•WEIMIP 1iIQ 1@ESiL'711 ®f31mN1E31.6'71•0 - 14IIAWiE 2MFI3aldfT1•!41•Eyo:E)1a - illaliBIAIF3 /AiiQRIE1:12r11E'Iit1411 ,: •• i1GJi6FiiiT3R)aRiif!3i4?ii/l lit 211E51.110EMIPSY2IMKG11111101. ill. 1,211awnia 0101118.bHienMas iallEr orni Miz .. CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS: 4RST, H4ST, 4F HOLMES MODELS' 48 INTER. Soli SNAP LAIN ENGAGES 07410 VERTICAL TRACK. ONE SNAP TATCH ON EACH SIDE OF DO0R. 4 (_) 4TERMEDATE STILE BETWEEN EACH MOSS, MANED MDT T00 -L -LOC [(2) AT TOP & BOTTOM] URETHANE ADHESIVE (ALONG CENTER). A gm= mum. 1� �WX��F :l�r�•A VIII II I II II I II�O;;1 " IiI11111II I IIl•IIIIII7•II IIIIIIIlll.'._ LOCA0ON OF OPTIONAL 144x DOOR WIDTH . 9' -0' OUTSIDE KEYED \1 STILE HANDLE I9SIDE MOLE 4241 4700 KEYFK nhr 70575E .1700 9077 1 SNAP WC. LOGS OPTION 1.0211i..0411.4022221 2-3/4' ,,fl l� 2 -1/4' I I () J 05/8' SHEET AEA. 7I 0 4)/4134'ssa, }APW1 IO 5� 1s CA FRO NODES INSIDE ELEVA IQN JAMB CONFIGURATION 12 OA. CAW. STEEL TRACK BRACKET FASTENED TO WOOD 0483 MTH ONE 5/18'01 -1/2' 71000 TAO SCROR PER BRACKET. 2' CAINE STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'05/8" BOLT & NUT 700 TWO 7/4" RIVETS. 4 END STILES ATTACHED TO 0098 SKIN MOH PATENTED TOC -1 -100 SYSTEM. END STILES HAVE (2) 100 -L -LOG CLINCHES AT 70P AND (2) AT BOT838. ALONG THE FRONT FACE: • 21 SECTIONS HAVE 8) TOG -L -LOC CLINCHES =A • 19' SECTIONS HAVE (4) TO3-1 -LOG CLINCHES. 7 - 7/2' 18 GL 771104711P HINDI YFW Y END • STILE A j 8510E 01701 ROI1 909 OPTION ASUMIWi ' I ^li,i INNIS SEE INTERNED HINGE DETAIL. -SEE END HINGE DETAIL. LOCK PO41MNN (8001 SCEs). SEE LAYOUT OF EVEN LOON FOR 8ETAIS. 24 GA. (0.0239' ANN. 7110K) DOS STEEL ExTEROR SKIN WITH 0 -40 GALVANIZING. BAKED -0N PRIMER MD A BAKED -074 POLYESTER PAINTED TOP COAT APPUE0 TO 801H SIDES OF STEEL SKIN. TAME No. A853). SLIDE 90.T LOT( ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF 0008. STOP MOULONG BY DOOR INSTALLER (TO SLAT) 20 GA LTA. GN.V. STEEL ENO STILE, 2- 0/9 20 GA YIN. NEV. STEEL INTERN. STILE, 2'42'. 2' 10 BALL STEEL ROLLER 1- 3/1817/18'4x') W101 M. OR NYLTON TIRE. 3 ONE ROW OF IMPACT- RL'80TAN7 01871040 IN 02000 TOP `O=89 111(70-TO-THE-TOP MAK, OlAROO SIZE IS 18 -1/2' K II". GL4IING 5 044021ON MOWED GE LEON SLX24321. AN APPROVED CC2 PLASTIC IN ACCORDANCE MYTH 2808. 4701105 8-8 004 40044577 807908. M ULO T SASE MST DESCRIPTION WOODMAN TEXTURE, 74 5ED PANEL, 047.9. INTER. 57ryE1 88, 1F RETAIL 944 40 WODOORA77 TEXTURE, FLUSH PANEL, 749LV. INTER STILES SECTION A -P, r THIN 18 d7. CN.V. STEEL 871CR. •8400 FA51EE0 TO CENTER STILE M /(s) EACH 41445/8' SHEET 8EU1. SCIF8S. 7/18' ROOM FUSHN81 US %STALLED TIN EACH ROLLER SHAFT. 14 CA. DRY. STEEL END HINGE FASTENED 10 040 SINES W /(4) EACH 47475/8' SHEET METAL SCREWS & (4) 1/4 SELF TORSO SCREWS. 3 0388 IMPACT RESISTANT ONE -PIECE INJECTION MOLDED u T ERON 1 NT FRAME & GLAZING. 12 G. OALV. STEEL TOP ROLLER BRACKET 2 -1/2" 4 5- 3/8'). EACH BRACKET ATTACHED 71/(4) 41 h8 8' SHEET MMFEYTAL 14 G4 GALT, STEEL END H1NOE. EACH FASTENED TO END STILES 8/(4) 4144/8' SKEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 3' 147.7. 0 20 CA. GAM STEEL 4 -8M. TWO U -BARS PER SECTION. EACH U -BAR ATTACHED WITH 1/4" SELF TAPPING SCREWS. (2) SCREWS AT EACH ENO AND PREMED. STILE 00CAT08. 13 (A. GA1.V. STEEL BOTTOM BRACKET (3 -1/2' 4 5 - /21 ATTACHED WO7�(2) 41409/0 SHEET METAL 90810 SECTION 8 -•14 AA b' DUAllL_.IL' 441170000050 BOND 740E OPTIONAL 000099TNE SRAP -IN INSERT. L 0011SttRENE READER FASTENED 10 FR4YE WITH (10 )4 • 3/4" PAN HEAD SCHE. TABLE 1 DOOR HEIGHT NUMBER OF SECTIONS* 4q" 7 0 8'9" '0' TO t0'8" B 106 TD 124` 5 "X3" TRACK CONFIGURATION • YCfDX AKDIM7 18 NT 41 •7077 JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (70 SW). CENTER 14970 REWIND r0R DOORS OVER 8' 707. VERTICAL TRACK 41040100 TO FIND 899 (7) 3/813/4' CAROAOE MOLT. 13 O9 CAL.. STEEL FIFO BRACKET. EACH FASTENED TO WOOD ma WITH (3) 5 /IB'rl -1/2' WOOD LAO SCREWS. VERTICAL TRACK 0TTACHE0 TO HORIZONTAL mat WITH (2) 1/4'4/1' TRACK BOLTS. 2' 0189. STEEL TRACK, TRACK THICKNESS: 0.080' TV. 2- 1/2112 W OILY. STEEL TRACK BRACKET 1 N.i. THE LOAD FROM THE DOOR 5 TRANSFERRED TO THE TRACK AND THEN 090M THE TRACK TO THE 208 VERTICAL 5YP (GRADE 42 OR BETTER) JAY05. NO LOAD FROM THE 0008 5 TRANSFERRED TO THE HOR120NTAL (TOP) JAMB. 2. ALL JAMB FA519NERM WAY 8E (BUT ARE NOT REOUWED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3. A 1/3 STRESS 1•09EASE FOR WIND LOAD WAS 803 USED IN THE CALCULATION OF 4LLO4ABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. 5N OF DOOR BUILDINGS SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 288 PRESSURE TREATED SYP (GRADE 42 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STPF55 IN 8EN0NG (0,). STUD WALLS TO BE 00N174170U5 FROM FOOTING TD TIE BEAMS BLOCK WALL OR CONCRETE 209 5YP (GRADE 4 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR WHEREIN COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED INN REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS, ALL BARS SHALL BE CONTINUOS FROM THE 7E BEAM5 TO FOOTING PER BLOCK WALL 09 CONCRETE COLUMN. BLOCK WALLS AND CONCRETE 00149 S TO BE DES0NED BY THE BOLDING EN9INEER OR ARCHITECT OF RECORD. NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS MAK. 0.C. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT • - FIRST ANNOR gC EW STARTING FROM AT NO THAN TOLE F tee CENTER DISTANCE. HIGHEST Alva-TOR/SCREW INSTALLED AT AS HON AS WOR�H6JWiT. ALUMINUM E 41045708 & VINYL WEATHERSTRIP. E%18151014 44� `(// ATTACHED WITH 4841/2' SELF TAPPING SCREWS AT 18' ON CENTER SPACING [(S) SCREWS ON 9'71 DOOR]. 4I ' SCOTT MINION. P.E. • 4s RIGA P.E. NA 83288 ON iI ga !Opal! Building Products Company TOLERANCES Unless Staled OOe4TAe CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 .00 - 3.03 .000 m 5.015 .0000 2..007 08971008 = x1 /2' 2 4 8 0418 00 70/2008 01 02 02/12/07 _11/14/07 709481011011 0771AL 92200r 'MULTIPURPOSE H1011 8000' WAS VHB: FACADE 75 OPTIONAL REMOVED RIVETS/WRENS FROM ENO STILE. SCALE 74 DATE. 10/23/46 *45Y, SH CHECKED 8Y. SH PREPARATION OF JAMBS BY OTHERS 09,101 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE A45 IN ACCOR0N4CE 917H CURRENT WRONG CODES FOR 7HE LOADS LISTED ON THIS DRAWING. DESIGN LOADS: +48.0 PSF & -54.0 PSF. PAGE. IPT FASTENER TYPE 1 OF 1 HORIZONTAL (TOP) JAM8 (NO LOAD FROM DOOR) 288 VERTICAL JAMB DRAWING NIABERO 103547 1 WS TOP BRACKET DDOU HORIZONTAL TRA 110091E TRACK L070 HFAIIROOY OPTION MAX. SIZE 9 x 12'0 "H SINGLE CAR W8 PAN DOOR WITH IMPACT RESISTANT LIFES VE R MD B A WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 146 MPH, EXPOSURE C DADS CO., FLORIDA 2007 FLORIDA BUILDING CODE (ASCE7) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWI GG DS: CLOPAY, IDEAL, AND HOLMES. Scott))H*niIton, 8583 BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 63286 10/16/2009 File: DADE CO WORST CASE R00 [RETROFIT] C clnpaY® BUILDING PRODUCTS A Griffon Company MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' 8'x7' +41.3, -51.9 +41.8, -52.5 +42.3, -53.1 +42.8, -53.7 +43.3, -54.3 +43.7, -54.9 N 8'x80.9 +44.1, - 51.141.4, +44.5, -51.7 +41.9, -52.3 +42.4, -52.9 +42.8, -53.5 +43.3, -54.1 cn 9'x/ ` X41.0, -i.2 +41.4, -51.8 +41.9, -52.4 +42.4, -53.0 +42.9, -53.6 +43.4, -54.2 0 9'x8' +40.6, -50.4 +41.0, -50.9 +41.5, -51.5 +42.0, -52.1 +42.5, -52.7 +42.9, -53.3 2 w o 16'x7' +39.2, -47.7 +39.7, -48.2 +40.1, -48.8 +40.6, -49.4 +41.1, -49.9 +41.5, -50.5 16'x8' +38.8, -46.9 +39.3, -47.4 +39.7, +39.8, -48.0 -48.1 +40.2, +40.2, -48.5 -48.6 +40.6, +40.7, -49.1 -49.2 +41.1, +41.1, -49.6 -49.7 18'x7' +38.9, -47.0 +39.3, -47.5 -50.6 18'x8' +38.5, -46.2 +38.9, -46.7 +39.4, -47.3 +39.8, -47.8 +40.3, -48.3 +40.7, -48.9 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 146 MPH, EXPOSURE C DADS CO., FLORIDA 2007 FLORIDA BUILDING CODE (ASCE7) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWI GG DS: CLOPAY, IDEAL, AND HOLMES. Scott))H*niIton, 8583 BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 63286 10/16/2009 File: DADE CO WORST CASE R00 [RETROFIT] C clnpaY® BUILDING PRODUCTS A Griffon Company MEAN ROOF HEIGHT 21' 22' 23' 24' 25' 8'x7' +44.1, -55.4 +44.5, -55.9 +44.9, -56.4 +45.3, -56.9 +45.7, -57.4 N 8'x8' +43.7, -54.6 +44.1, -55.0 +44.5, -55.5 +44.9, -56.0 +45.2, -56.5 z IA o IS ONIN3dO I 9'x7' +43.8, -54.7 +44.1, -55.1 +44.5, -55.6 +44.9, -56.1 +45.3, -56.6 9'x8' +43.3, -53.8 +43.7, -54.3 +44.1, -54.7 +44.5, -55.2 +44.8, -55.7 16'x7' +41.9, -50.9 +42.3, -51.4 +42.6, -51.8 +43.0, -52.3 +43.4, -52.7 16'x8' +41.5, -50.1 +41.8, -50.5 +42.2, -51.0 +42.6, -51.4 +42.9, -51.8 18'x7' +41.5, -50.2 +41.9, -50.6 +42.2, -51.1 +42.6, -51.5 +43.0, -51.9 18'x8' +41.1, -49.3 +41.4, -49.8 +41.8, -50.2 +42.2, -50.6 +42.5, -51.1 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 146 MPH, EXPOSURE C DADS CO., FLORIDA 2007 FLORIDA BUILDING CODE (ASCE7) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWI GG DS: CLOPAY, IDEAL, AND HOLMES. Scott))H*niIton, 8583 BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 63286 10/16/2009 File: DADE CO WORST CASE R00 [RETROFIT] C clnpaY® BUILDING PRODUCTS A Griffon Company 7Oi 1 ZFr- j 4 v i.a j2OO 7/A/4 - i /. _18/9&3049724 /(3.; Ls7—