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WS-12-1084Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174796 Permit Number: WS -6 -12 -1084 Scheduled Inspection Date: July 09, 2012 Inspector: Bruhn, Norman Owner: LEGO, JAMES REGIS Job Address: 163 NW 100 Street Miami Shores, FL Project: <NONE> Contractor: AAA GARAGE DOOR INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1131010230310 Phone: (305)702 -0113 Building Department Comments garage door replacement Passed /, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 06, 2012 For Inspections please call: (305)762 -4949 Page 15 of 26 Return to Search Page 1 7/3112 Proof of Coverage JEFF ATWATER, CHIEF FINANCIAL OFFICER FLORIDA DEPARTMENT OF FINANCIAL SERVICES WC Home Exemption Detail Page This database was last updated Tuesday, July 03, 2012 2:45 AM. Return to Previous Page 1 WC Databases CFO Hone TitAtERDANNEH CE Jun 182012 Jun 18 2014 Canntr Uttket ask Here to View Activities listed 0n Exer»»ti 88 AAA GARAGE DOOM TAt11 CE /1112110 Jim 18 2112 Canstnrc5 Ciick Here to View Act Exernotion AM C:ARAGE MttRtn TAASERDARie3H bE Jun 17 2005 Jun 17207 Construe Crck Here to View Activities Listed 0n 6ceaatton TODDA CABLE 8 COMMMEM MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 FIRST -CLASS TAX RECEIPT U.S. POSTAGE MIAMI -DADE COUNTY - STATE OF FLORIDA PAID PURSUANT TO COUNTY CODE SEC. 10 -24 MIAMI, FL EXPIRES SEPT. 30, 2012 PERMIT NO. 231 THIS IS NOT A BILL — DO NOT PAY RECEIPT NO. 11- 6908496 CC NO: 10BS00244 BUSINESS NAME / LOCATION AAA GARAGE DOOR INC 500 NE 33 ST OWNER :AAA GARAGE DOOR INC RESTRICTED TO THE CITY OF: MIAMI SHORES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI -DADS COUNTY TAX CO4WW19/2012 02270012002 000018.75 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD AAA GARAGE DOOR INC TAMMER DARWISH PRES 28705 SW 132 AVE# 110 HOMESTEAD FL 33033 1„li, , f„ i„,,, iiI,I 11I i, ,,i,1,l1,1,li„,ii,Fi1„1,i,e„A Miami Shores Village Building Department la JUN 1 2 -12 JAI: BYa ��vo f0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �1N111� ll\ \T Permit No. t OS 1 9 0 - Master Permit No. PERMIT APPLICATION FBC4208w-7 /v Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) ,1-A in 6 0 Phone # 7'47 - 2 z3- .1S Owner's Address J 1P 3 NI LO l Ott `k s÷ City 'nov % rYe-j State Tenant/Lessee Name Zap 33 S C7 Phone # Job Address (where the work is being done) / 3 /(',f,/ City MiamLShores Villaa FOLIO / PARCEL # Is Building Historically Designated YES NO County Miami -Dade Zip 33 1 Contractor's Company Name Contractor's Address City State Zip Qualifier Name Jt7 M e , ' j) Ai-) Phone # j CAS, -4- s Ca / [5 State Certificate or Registration No. Certificate of Competency No. / ff.)4.53. 0 ) 7 4 Lj O, 67 -1 is -)?- � Phone # ((9- ?) 3 - /01-1.13 Architect/Engineer's Name (if applicable) Phone # �p �,�� Square /.Linear Footage Of Work: Value of Work For this Permit $ /3? ,30 *b** *** *actin,* * ****** *itir *s** **** tsI ¢stnk�kitepgam **sr * ** * ** *,k**** **qtr****** *sir *** * * * ** *** **** ** 4:9 C2.1 Submittal Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I (0 ' {O Permit Fee $ CCF $ CO /CC 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 condfition to the issuance of a building permit with an estimated value exceeding $250 0, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature l Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My C • It HI * * * * * * ** OSA FON$ Fc 1:-„‹ NOTARY pUsuc ATE OFF FLORIDA • Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign:. Print My Expires 6/14/2014 APPLICATION APPROVED BY: (Revised 07/10107) Plans Examiner Engineer Zoning x3.40 CL . 1 / /2A /71— /' h e/r -me"7' L ) PROPERTY OF: Lego, James R. , III, 163 N.W. 100th Street, Not (61 10 66 'n WW1' 'I tiN:MA nifty. .o.0 1111: Nu1CtN.6t. RALCrI ti1:At. lit 11 MUD 6 LICENSED tittns'i :Gifu AND Al %frit A BOUNDARX suRVt:r 1 here' cents that the serves teyue• sensed hereon meets the numnsutu technical standards let forth by the Hoard of land Stover:us to chaplet 61G11 -6 (Weida Ath.,irdwasive Code pursuant to Section 472.027. 11a. Statutes. There are no encroachments. overlaps. easements appearing on the Plat. other than as •hnwn mitt Z / M�etYM Zy 6'4.6. Miami Shores, Florid, LANNWS AND GARCIA. INC. I-II. 11 2098 tit IRV EYt)RS- 11MAI'rH:RS- I.ANI) 1.1.ANN1 IiS ERNESTO E. ESPINOSA 42946 ()Ilice address: 359 Mentor Avenue, ('oral Gables. Florida .1.1334 (305) 666 -7909 (954) 523- 311,63 FIELD 1)ATH: SeA1:1S DRAWN 1111 1)li%V(:. N( /11 Zd /rJ 106953 WORST CASE DESIGN PRESSURE CHART ROF GA DO COMMERCIAL 175 ETR1MPH IT , AR EXPOSURE GE COR , 2010 - FOR$DA B ILOII1 SIZES G COD (.A;SCE7 -' DADE CO., FLORIDA 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) BUILDING PRODUCTS ACCORDING TO ASCE7 CALCULATION METHODS. A Griffon Company 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. 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 WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT MEAN ROOF HEIGHT 23' UP TO 15' 16' 25' 17' I OPENING SIZE 18' +38.3, 19' +38.7, 20' +39.0, 21' +39.4, I OPENING SIZE 8'x7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7, -47.3 +38.0, -47.7 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 +37.4, -46.7 +37.7, -47.1 9'x8' +34.9, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2, -44.9 +36.6, -45.4 +37.0, -45.9 +37.3, -46.3 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9 16'x8' +33.4, -40.4 +33.8, -40.9 +34.2, -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7, -43.1 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] 411 - -. it yC- yCOE:AtS No 63286 M � an Fee tol .11 =. STATE OF OfIALV. 0' HIM WO- 4/27/2012 MEAN ROOF HEIGHT 22' 23' 24' 25' I OPENING SIZE 8'x7' +38.3, -48.2' +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, -48.0 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 +37.4, -45.4 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, -44.7 18'x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 +37.0, -44.7 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 2010 R01 [RETROFIT] 411 - -. it yC- yCOE:AtS No 63286 M � an Fee tol .11 =. STATE OF OfIALV. 0' HIM WO- 4/27/2012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AYFI!':IRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miam idade,gov /Hera/ Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Steel Sectional Garage Door up to 9' -O" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 # 08- 0618.03 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 Carlos M. Utrera, P.E. DADE COUNTY APPROVED NOA No 12- 0125.09 Expiration Date: August 21, 2013 Approval Date: April 5, 2012 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/2008, with revision 5 dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 08-0618.03" 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 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 9'x 8', 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01 -08, dated 05/28/08, signed and sealed by David W. Johnson, P.E. • 2. Test report on Salt Spray per ASTM B117 of painted 040 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/05, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted under NOA # 08- 0618.03" 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/2008, signed and sealed by Scott Hamilton, P.E. QUALITY— A-SSTURANGE : - - - - - -- .. _ 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) $//fM4 E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0125.09 Expiration Date: August 21, 2013 Approval Date: Apr115, 2012 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared. by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. 2. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T566, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. 3. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T634, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. Test report on Self-Ignition Temperature per ASTM D1929, Rate of Burn per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06 -1024- 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 08= 0618.03" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/2008, signed and sealed by Scott Hamilton, P.E. E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0125.09 Expiration Date: August 21, 2013 Approval Date: April 5, 2012 4 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS: 4RST, H4ST, 4F HOLMES MODELS: 48 END STIES ATrAcKED 70.0008 SKIN WITH TOG-1.-1.0C sn:F.IL END SRLES HAVE (.12) TOO -L -LOC CLINCHES AT TOP AND (2 AT 8014004. ALONG THE FRONT FACE: • 21 5EC110N5 HAVE e) TOG -L -LOC tXA01024® • 18' =GONE HAVE (4) TOG -L -LOG Gt2401 jS• (1) INTERMEDIATE STILE BETWEEN EACH aeon. ATTACHED WDIR 200 -1 -LOG ((2) AT TOP 114 80TTOM) • URETHANE 1050910E (NANO CENTER). A $�IOIIII�II'ta� /1 i A Ali i W1111611■w1 w' alp 'il■ltly lo��u 1i • comwsm000mIr ICI 1U� ICI itin J. • • •■■•■■•■■ 'Ii iI'II-1I'II■■I ICI SNAP EACH ENDAGE5 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF W100 519E OUTSIDE KEYED HANDLE LOCATION y0F4 0Pn0NAL MAX.' DOOR WIDTH » S'-0' 24 GA. (ASIDE ELEVATION ( 035.7 1RKsSiR) mIOR van WITH 0 -40 GAL.VA.. 0, BAKED -ON IQRIMFA AND A BAKED -ON PS110040R PTVNIW TOP COO' APPUED TO BOTH =Es OF STEEL 010n. (ASTIA Nay 1883). ONE OF APACE RESSTAM COONS IN Ellin 1041 ( DR NEON -10- 114E -7041 SEDmN (NOT NAIL 812E 1S 18 -1 /2' A 11'. OA0N0 R 011ECIIGN MOWED OE LEON SLX2432T. AR (A�PPC ODE PLASTIC IN 1000140540E 43114 00.0 OR 8-8 FOR A58CLO 45 DETAILS. SEE INTERMIB). HINGE DETAIL. SEE ENO HINGE DETAIL LOOK 008110L aSOTH SIDES). SEE LAYOUT OF LOCK FOR DETAILS. SECTION B -8 DtT/tL�' 8N.IIPURPOSEA Ram Env TAPE. OPTIONAL OECOPA011 &NAP -IN INSERT. 0.188 DECORATIVE REV 8410 DOSCRIPTIcel 01 03/14/04 0-40 MIN. WAS 0-00 03 04/2003 AWED EXTENDED HEIGHT MODELS 04 08/13/08 AWED 4440NAL. 1PACT RFASTANT 1DES. 01. 04/08/42 AFFINNED COMPLIANCE WITH FBC 2010 TRACK CONFIGURATION Tn•HO DUAL (TO SUIT). GEN= HANG WS0IHE0 FOl DOORS 01000 8' 44RD4 5504000X STRUCTURAL SEALANT. WRECK. TRACK ATTACHED 10 RA 05108.T 0004 (1) 3/6•42/41 EARWAX BOLT. 13 M 8N.V. STEEL 11.40 035t0ET. FAST FASTENED TO WOOD JANS WITH (31 0/15•11 -4/2' WOOD IAD 0(0045. IMPACT RES25TANT OIS-PIECE MEMO BOWED GE MAN 5LN2432i FRONT FRAIS 14 CLATIN0. PS.: .,.,. RETAINER FASTENED TO FRAME LWRi HO s 3/4' PAN HEW F1 4�00EL 00SCRIP1WN 20:9,145,. 040 46 WOWORA44 TEXTURE, 50505 PANEL. 54114 SLER. 61608 .. 6a. 4F '+ µ40002N TEXNRE. FLUSH PANEL. 84124. INTER. STILES END SOLE INSIDE HANDLE 01140120 440.4400 LOOK ANA4 1ATTMT KICK OPTION 2 -3/4'-1 I- 2-1/4' (41 !1419/6' SHEET NATAL - 7 -1/2' 7 -12' BAP 5U0E BOLT LOCK (3100 ESND • VERTICAL INTO VERRCAI ONE LOOK 0 LOCK BAR 4 EAST SIDE OF TRACK W I DOOR TRACK SIDE 0R) OF DOOR T4PNHG-SCREWS�F 44 48 OA INTFRM5IATF HINGE VON JAMB CONFGURATION 12 OA OALV. 54FA. TRACK BRACKET FASTENED TO W000 JA40 WR31 OE 8/18-81-1/2" WOOD TAO 00008 BRACKET. COOK OEPEDO � 0t000Ciii temvisift ilipOcragCode Oidaiospes SECTTiON A -A 1 2' THXX 12 GA. GALY. STEEL 1031 Roux: 2B5EBRA�C -3/0 MT 00/(4) I4x6 ' SHEET M A1. STOP MOULDR45 BY DOOR DBTALLER (TO SUIT) 20 OA. MIN. CAW. 5TEEL END STILE. 2- 5/8•ar. 20 0A MIN. OA1.V. STEEL DRERL4 STILE 2'X2'. /'"Tire 2' BALK STEEL TRACK FASTENED TO TRACK BRACKETS. EACH 8PACKET ATTACKED WITH ONE 1/4•45/8• BOLT & N00 45 TWO 1/4' WETS. moo= commis To THE REWIREMENIS OF THE 2007 AND 2010 FOC. 19 OA OAI.0. STEEL INTER. HOW FASTENED TO DQGER 844E W /(4) FAO/ j1t15/8' SHEET' =TN. =Ea0. 7/18' ROWS PUMAS S ON EACH ROUSE SLOT. 14 OA. CALM 031FA ENO HINGE TO END 01SF9 W/(4) EACH 1144/8' 880E MEAT. SCREWS & (4)1 /4' SOS TAPPING =DIAL 2' 10 BALI. 5TF.E1. ROLLER (1- 3/18•x7j1e x4ry WITH STEEL OR NYLTON TIRE. 14 GA 0AI.K STEEL END HINGE. EACH PA54ENE0 TO END STILES SHEEP M) 14x8 8' 7i 1M /074• SELF scREW'a. TABLE 1 '54' NUMBER DOOR HEW' OF SECTIONS. FiFSfLI](1i iLiflit liFXi ILANS 8 • SWOON *taw N a 81• ow 'X • VERTICAL "[RACK ATTACHED TO HORIZONTAL TPX:K WITH (2) 1/4.43/4. TRACK BOLTS. 2' GALY. STEEL TRACK. TRACK 1HICKNE551 0.000. JAMB TO SUPPORTING STRUCTURE ATTACHMENT . GHT Y/5ik38illf3i E MIIItillFIITFAIiFiANEli•Eli0I1:11111 13 'd1LYFIIrrilILiiE'1iIN:WI0e rilS IlkilPSTFiiIfI. IINTZSSIMICISI MOOS= • =TAME FASTENERS FASTENERS 51EEL E_i111I. 10•71f aWIE3i00 1/4' x 3' (1 -1/4' ENeEO) IIY! TAPCON CONCRETE A(NCHj4gT (2 -1 /2' tdB1 EDGE DISTANCE) 113:1:1112dIZTAMECill 1,1513ia181PM IidiEZIiEi1EE11id 11Q411L:JIlS ASiL3iWASITEAT01'!10 1'2V....d I EJn. l!I,RMg1.9iLILBSI MIAINE UIF'9d mi1E+)I•E:irEYll J Y I W . LIGUINIE IF G1111TWIM klI •:rt311Fa1'1 ..N T wrr::L31illifEarE3dFgl►r3i TL8815A .S' ITAILYZi /rMEDII lifiW .L• 11F+iLAINFAlifLW 7' W1:ii• MlEfTail WORN RIlMlIS iFzlFsV.difvl PREPARATION OF JAMBS BY OTHERS BERe THE DESIGN OF SE 704 HOE4102. TOUR CORD FOR THEL BUILDING OR STRUCTURE AND IN ACCORDANCE 81TH CURRENT 611000*0 CODES FOR THE LOADS L151ED ON TICS DRAWING. THE 1.000 FROM ME DOOR IS TRANSFERRED 10 THE TRACK AND THEN FROM THE TRACK TO THE 288 VERQOMTN P (GRADE 92 OR BETTER) JAMBS. NO LOAD F1041 111E 0008 IS TRANSFERRED TO 714E 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT RIMMED 10 BE) COUMERBUNK TO MONDE A FLUSN MOUNTING SURFACE. 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS Mar IMO IN THE CALCULATION OF ALL0NA0145 LOADS FOR AHGHORS ANTI FASTENER FOR STEEL CONCRETE AND MASONRY. WOOD FRAME BUILDINGS WALLS OF DOOR OPENING SHALL BE FRAMED SOLID 01 N0T LE,5 THAN (3) 2.6 PRESSURE 1RERFD SYR CPADE 92 OR SERER) WOOD STUDS or A STRESS GRADE NOT 1058 THAN 1200 PSI HOWO4. EXTREME FIBER �I.. KIN BENDING (Fla. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 210051114 (GRADE 92 OORRBEERN) CONCRETE 511, SHAT. BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR )(CRETE MUNN. BLOCK WALL CEUS 5NALL BE FLIED WITH CONCRETE AND REINFORCED WITH RUNFOR0515 WENDING INTO THE FOOTING AND 8410 TIE BEAMS. ALL BARS SHALL BE GONT02gUS FR063 THE TIE TO FOOTING PER BLOCK WALL 05 CONCRETE 0010004. BLOCK WALL5 AND 0ONC5EE WUIMNS TO BE ED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2 -1/4• TALL x 20 GA GALV. STEEL (UDR WELD 80 KS) U -BAR. 1W0 U -BURS PER SECTION, EXCEPT INTRO SECTION 510X24 HA5 ONLY ONE U-BAR. EACH U-0AR ATTACHED 104TH 1/4' SELF TAPPING SCREWS. (2) SCREWS AT EACH END AND D4TERNFA. STILE LOCATION. 13 CA. OALY. 51EF1. BOTTOM BRACKET (3 -1/2' x 8-1/21 ATTACHE0 WBH 1445/8 SHEET METAL ( 140040 tr 31014 5 JAMB 0 LOAD FRET 6OO11 MAX 0.0 2X8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT TO BE USED FOR ATTACO1ENT OF TRACK BU1D1NG 114E FASTENER TYPE MOOS= • =TAME FASTENERS FASTENERS 51EEL C-90 BLOCK (HOLLOW OR y1„ 11x, 1/4' x 3' (1 -1/4' ENeEO) IIY! TAPCON CONCRETE A(NCHj4gT (2 -1 /2' tdB1 EDGE DISTANCE) 10 -1/2' REQUIRE 4' 0.0. 1' 00. 1'2V....d I EJn. l!I,RMg1.9iLILBSI IITyf )ESi'LIT IFIJI '1'•i�7rt."] 1.11, «9E:FAF3''ST '!:.�Ei!1maC:4� ' IMSOMILMICI 7�i311 IML :1f INVIA-3r$'VR'IT.ReiIILV f'.J T., TLIEBBE'.{Qlr%IEr`I��IL: J Y I W . 1U.12T C'i.•1.2E. SL DFiiiS023•717i?CC78]I►.BI1 %a1 e.W c�1aleirr6TF#AT "`Tl 84110,1._3 'i32∎1• klI •:rt311Fa1'1 ..N T wrr::L31illifEarE3dFgl►r3i TL8815A .S' ITAILYZi /rMEDII lifiW .L• • - MST ANCHOR REIN STARTING FROM BOTTOM AT NO }MORE' RICHEST wDtuA+t4wR44 / /SCRUM INSTALLED AT LEAST AS HIGH AS Tt ALUWNUM EXTRUSION & VINYL WFATHE61414. EXR0US10N ATTACKED SPADING O 18' NG CO) SCREWS ON B'W DOOR]. 0 Clupay Building Products Company CENTER 01TANCE FLORIDA P,0.. NP '63288 bESIGN LOADS: +42.0 PSF & -48.0 PSF. • TOLERANCES 0) - *.o3' STALE, NOTED, PAGE Unless Stated Oiher✓1xe 100 - t.018 ' 1 OF 1 .0000 - t.007 11A7p 08/43/08 DESCRIPTNW Dogma - t1 /T SINGLE CAR W7 PAN DOOR CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 --4800 812E 9.0"W X 12'0°H Bn � WITH IMPACT RESISTANT UTES GKECKED BW SH B 4 3 2 DRA4140 NUMBER, 101702 1 MD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 06/29/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lithe certificate holder Is an ADDITIONAL INSURED, the policy((es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Insurance Pointe Inc. 770 Ponce De Leon Blvd # 307 Coral Gables, FL 33134 Phone (305) 446 -5800 Fax (305) 441 -7197 CONTACT Ralph Martinez (A/C No : (305) 446 -5800 (a , No): (305) 441 -7197 ADDRESS: sales @insurancepointeinc.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Granada Insurance Co GENERAL LIABILITY n COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE I/ OCCUR ❑ INSURED AAA Garage Door, Inc. PO Box 925102 Princeton, FL 330925102 305 INSURER B : MED EXP (Any one person) INSURER C : PERSONAL & ADV INJURY INSURER D : ❑ INSURER E : $ 2,000,000.00 INSURER F : PRODUCTS - COMP/OP AGG COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR N SUBR WVD POLICY NUMBER 0185FL00031262 POLICY EFF (MM/DD/YYYY) 11/09/2011 POLICY EXP (MM/DD/YYYY) 11/09/2012 OMITS EACH OCCURRENCE $ 1,000,000.00 A GENERAL LIABILITY n COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE I/ OCCUR ❑ PRE M (Ea RENTED $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PRO- LOC JEC T PRODUCTS - COMP/OP AGG $ 1,000,000.00 $ AUTOMOBILE LIABILITY ❑ ANY AUTO ALL ❑ AUTOS OWNED mi SCHEDULED NON -OWNED HIRED AUTOS ❑ ❑ AUTOS ❑ ❑ N/A ( CEga RBI EDtSINGLE OMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ ❑ UMBRELLALIAB ❑ OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE N/A EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE N /A N/A ❑ TORY LIMITS m OT E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, K more space Is required) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES, FL 33138 PHONE 305 - 795 -2204 FAX 305 - 756 -8972 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE "gyet-eWl ACORD 25 (2010/05) OF © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD