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WS-11-866Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 160404 Permit Number: WS -5 -11 -866 Scheduled Inspection Date: June 01, 2011 Inspector: Bruhn, Norman Owner: AARONSON, GLORIA Job Address: 9333 NE 9 Place Miami Shores, FL Project: <NONE> Contractor: JULIAO GARAGE DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132050070080 Phone: 305 -826 -0250 Building Department Comments REPLACE 8X7 GARAGE DOOR Passe 7 ?,4V Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 160353. L_ May 31, 2011 For Inspections please call: (305)762 -4949 Page 23 of 25 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 2001 Permit Type (circle): Building ° Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Cctl\ C6_ Phone Owner's Address i\_✓C_, et PI City�lt {�� C ��State pL Permit No. Master Permit No. MAY t 2011 Tenant/Lessee Name Zip 51�� Phone # Job Address (where the work is being done) Q �� Ivy c\-1-km PL 2, Zip City Miami Shores Village Is Building Historically Designated YES County Miami -Dade NO Contractor's Company Name} thc t r ' Phone #(�g�) �1 t 20 Contractor's Address 8 j )D4+ I S+ 4 4 CityM vakrn i LG��eS State pL Zip 3 O I� Qualifier 341-00 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this PermiX1 COO- W Square Footage Of Work: Type of Work: ❑Addition Describe Work: re ❑Alteration DNew Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ /IC CU-) CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 1. a l ,/ (Continued on opposite 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 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 t ssence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature Owner or Agent The foregoing instrument was acknowledged before me this Contractor acknowledged before me thisi day of �j ,201( ,by who is personally known to m As iden NOTARY PUB C: Sign: Print: tU��4-L' O In gple IA tria moth' ';:-x` 71'/7.;, The foregoing 111 day of who i O ,2011,by ersonally known to m as identifi TARY PUBLI My Commission Expires: Sign: Print: My Commission Expires: 11 11 r 2°l) '20%2- * ** * * *rt***** art ****** *4tr49t*,t9t****, trk************ *aY**** * *** **** * * **** * * **** * #*, tit*** *** * **aYir*** Kira* * *rU &*** *ie*ir.t*** (Certificate of Competency Holder) QQ State Certificate or Registration No. Certificate of Competency No. MeD 00 ..2 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 �. Plans Examiner Engineer Zoning IAM I DADE COUNTY \kSA1- -DADE COUNTY, FLORIDA DADE FLAGLER BUILDING LER STREET, SUITE 1107 I, FLORIDA 33130 -1563 SUBJECT TO COMPLIANCE WITH ALL FFBFRAL (305) 3 ► -2902 FAX (305) 375 -2908 UNTY 8111 FS Mln nrn' It nTloNS www.buildingcodeonline.com BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVLSION NOTICE OF ACCEPT Amarr Garage Doors. 165 Carriage Court Winston - Salem, N.C. 27105 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Model 1200 -D WeatherGuard Plus with DuraSafe. APPROVAL DOCUMENT: Drawing No.SFC- 590 -011, Sheets 1 of 1, titled "Model #1200-D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision 05 /21/07, prepared by Amarr Garage Doors. Signed and sealed by Thomas L. Shelmerdine, PE. Bearing the Miami-Dade County Product Control Renewal stamp with the NOA number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. 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 s11 beroyided to th; user by the manufacturer or its distributors and shall be available for inspection at the jo>; site at thvesuestofthg $uiding Official. This NOA renews NOA No. 01- 1017.02•ant co>3siSI$oilnsYag . 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by o _ • • • NOA No: 07- 0425.02 Expiration Date: May 16, 2012 Approval Date: June 14, 2007 Page 1 Amarr Garage Doors. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS: 1. Drawing No.SFC -590 -011, Sheets 1 of 1, titled "Model #1200 -D WeatherGuard Plus w/DuraSafe Short Panel, Long Panel and Flush Panel," dated 06/26/01, last revision 05/21/07, prepared by Amarr Garage Doors signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS: (submitted under NOA # 01- 1017.02) 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test for a 9' x 7' sectional steel garage door, prepared by American Test Lab of South Florida, report # 0709.01 -01, dated 08/23/01, signed and sealed by W. R. Mehner, PE. And H. Hattem, PE. 2. Test report on Evaluation of painted panels per ASTM D1654 & BI 17, prepared by Subtropical Testing Service, test # AMR -1, signed and sealed by M. Mosbat, PE. C. CALCULATIONS: project 01 -034, dated 1. Calculations prepared by Structural Solutions, P.A., prof 04/06/07, signed and sealed by Thomas L. Shelmerdine, P.E. D. STATEMENTS: (submitted under NOA # 01- 1017.02) 1. Code compliance letter issued by Structural Solutions, PA., on 02/13/02, signed and sealed by T. L. Shelmerdine, PE. 2. No financial interest letter issued by Structural Solutions PA, on 10 /01 /01, signed and sealed by T. L. Shelmerdine, PE. 3. Protocol compliance letter issued by American Test Lab of South Florida on 08/30/01, signed and sealed by W. R. Mehner & H. Hattem. E. MATERIAL CERTIFICATION: (submitted under NOA # 01- 1017.02) 1. Test report on Tensile Test from 3 Samples ATL 0712.01 -01A,B &C, prepared by Q. C. Metallurgical, Inc., report # 1GM -1038 dated 08/02/01, signed and sealed By F. Grate, PE. F. OTHERS: 1. Renewal Request Letter issued by Amarr Garage Doors, dated 05/15/07, signed by Danny L. Joyner, nager of.Appli Cattoras Engineering. • . • • • • •• ••• .• • • • • . .• ••• ••• ••• • • • • • •• • • •. • • •. •• •• • • • • • r E -1 Carlos M. Utrera, P.E. • • Product Control Examiner • • • • • • NOA No 07- 0425.02 • • • • Expiration Date: May 16, 2012 "' 1 Approval Date: June 14, 2007 ••• ••• • • • ••• . • • • • • • • • • • . •.. • • •" • . • • ' • • • • •• • • • • ••• • •• . • • •• •• • • ••• • 16 06. GALV. RESIDENTIAL TOP ROLLER BRACKET ATTACHED V/ (4) (/4' x 3/4' HEX HEAD SCREWS PER BRACKET ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' x 1/2' BOLT 6 NUT PER BRACKET TYPICAL TOP FIXTURES N.1. . 19}' 19j • • R -TRUSS SF*CING • SALIUIN HEIGHT 20 Fib GALV. STEEL SECTION STRA LOCATED AT EA CENTER HINGE ATTACHED V/ DOUBLE SIDED TAPE 18' SEC. x 2' x 10 1/2' 21' SEC. = 2' x 13 1/2' /16' BOLT RETAINER 14GA DURASAFE CENTER 01402 ATTACHED 41/ (4) 1/4' x 3/4' HEX HEAD =REVS 24 GA MIN EXTERIOR SKIN VI1H G-40 GALV. 6 BAKED ON POLYESTER TOP COAT TYPICAL DURASAFE CENTER HINGE N.T.S. A • • • 72 2A DURASAFE • END HINGE ATTp�{�D • V/ (2) 1/4' x /4' •••••• HIDHEAnS 0E.lS ••••• • • • • • • • • • • • • CO 14141. DU�LSAFE • CARRDOR ATTACHED V/ (4) 1/4' x 41/4' HID HEAD scones • • •• • : • S'YPICAL DURASAFE END HINGE • N.T.SS:: • • • •••• Fl F EN AL• • • ( SUPPL® BY INSTA LLER) LDR) • • • • 33/4• ARN j 2 5/8' x 4 3/8' x 18GA 20040D HACKER PLATES • •• • 48' • • INSIDE ELEV• ATION • N.T.S. • • ••• •• • R -TRUSS SPACING SECTION HEIGHT 10 BALL STEEL ROLLER V/5' STEM 2x BBRS BITTEN BRACKET .078' THICK ATTACHED W(3) 1/4' X 3/4' HEX HEAD SCREVS VITH A .095' BRACKET SLIDER SLIDE LOCK ENGAGES INTO VERTICAL Wont ON BOTH SIDES 5/8' MIN • ENGAGEMENT CO FORMING TB VAC 3603 -2. (SNAP LATCH OR SECURE LEEK • ,OPTIONAL) TYPICAL BBRS SAFETY BOTTOM BRACKET N.T.S. B0 GA OALV. STEEL END STILE ATTACHED TO PANEL (2) LANCES 2 2/8' x 3 1./2' x 18GA BACKER PATE LOCATED BEHIND EA CENTER HINGE 1/4 -20 x 5/8'TRACK SPLACE BOLT AND NUT POLYSTYRENE CORE ( (1T RETAINER PER ROLLER 5/16' x 1 5/8' LAG (O PER JAMB BRACKET Pr 2' 830 VV1H � � CONT. VERTICAL JAMB 2X8 SOUTHERN YELLOW PRE TRACK MOUNTING DETAIL 010. 2 02 BETTER) N.T.S. 15/16'41 x 3 5/811 X 22 GA (3 5/8' R- TRUSS) GALV. STEEL R -TRUSS ATTACHED V/ (2) 1/4' x 3/4' HEX HEAD SCREVS AT EACH END STILE AND (2) 1/4' x 3/4' HEX HEAD SCREW AT EACH SEC. STRAP GA MIN INTERIOR SK11 CFC -FREE EXPANDED POLYSTYRENE INSULATION 1 LB DENSITY 4x5.73, U=037 ENT. ALUM. EXTRUSION V/ COT. VINYL ASTRAGAL 3 GA. FLAG BRACKET SPLICE TRACKS AT THIS LOCATION W (4) 1/4' -20 TRACK SPLCE BOLTS & NUTS TO JAMB 67TH (3) 5/18' 814. x 1 -5/8' LAD BOLTS (1) 5/18' CIA x 1 -5/8' LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET SECTION A -A (SIDE VIEW) N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE RATE) FOR I80 MPH PEAK DUST ((30 MPH FASTEST-MILE MSC WEED WEEDS) 7 X 8 0RRCAL JAMR ATIACNMFWT Tn Mmn RAW 4PAIC15 11 6/160 X 3' LA0 BCREB9 STARTING 0' FROM FN0S THEN 24' 0.O (1 1/4' ammo 7 X G VFRRW JAMB ATTAOMFNT TO 700 PS rows, 46.n 60* BOLT 3/a' x 4• STARTING 6' FAO* ENDS THEN 24. 00 (2 1/2' 00)00014) 10.T) SEENE ANCHOR 3/6' X 2 -3/4' STARTING 6' FROM ENDS TEN IC OC. (1 1/4' ME/RAMSET EMBEDIONE 804032 (111U -B0L7) 3/13' X 4' nom 6' moo ENDS 1019.24' 0.0 (2 1/2' EMBEDMENT) 2 X B VERTICAL JIYN AT1AOMFNT TO 8 -00 BLOW tan SLEEVE ANCHOR 3/8' X 2-3/4' swamp Cr 7401 ENDS 110N 18' 0.A (1 1/4' DIDAD M4T TMWVV 1/4' X 2-3/4' 01AR1N0 6' FROM ENDS, USE PARS O FA4(EARRS (3' APART) AT 12' 0.0.0 1/4' EMBED 041) A.AO4 AND BOLTS CAN 82 COUNTERSUNK NK 10 POOMDE A F10914 MOUNTING S RFALE 1PIOPARATDN OF N00 JAMBS BY OTHERS 12 GA. GALY. STEEL ▪ BRACKETS ATTACHED W 1) 1/4' -2C TRAM SPLICE BOLT • NUT OR (2) RIVETS TRACK CONFIGURATION FOR 8'8' UP TO 8' TALL DOORS N.T.S. JAMB BRACKET LOCATIONS SPECIFICATIONS AND NOTES 1. ALL THE LOAD FTR011 THE 6008 S TRANSFERRED TO THE VERTICAL 1RA00. FROM THE 1RAIX THE LOAD IS TRANSFERRED 12 TIE VER110AL JAMBS. THANE D Fi0.ROM G D REEKS NO PORTION OF THE LOAD 23 0 L26� ®278.0 L82 REMORA DEEM LOADS �1 1 DOOM AND HARDWARE 88. BE 0003 R. MANUFACTURED AND INSTALLED MR STANDARDS AS STET F0251 BY SAWA. 801E ROLLED FORMED, �8 -4400 600LM (.015) EN. W/ RAKED ON 2P40.TTEE41(ER 16191 6 COOLS UP10 10' ION ONSET OF (4) sEOro• AS 9106OL USE (1) 3-6/8' R -18153 PER SECTION 0. 0680 UM Sr KOH CO(80F OF (6) SECRWO AS 210a1 USE 1 3-6 R -TRUSS PER SECTION 7. SUPPORTING 019101URAL 6OON(S SHALL LS =OED BT A RE®81REU PROFESSORIAL 19100000 FOR WO LOADS IIDICATIL ON THIS MOANS N ADDITION 10 ROM LAMES & THE METHOD Cr TOTING WAS IN SUBSTANTIAL CONFORMANCE MOH SE PROCURES DESCRIBER N A818 (232 -84 ARCS 7 -02. AND PBC 2004 P00100ALR ROC. 202. 203 10'D LOAD 011204 CETERA. THE PRESSURES 8H0R4 ON THE DRAWINGS WERE CALCULATED USING THE FDIDN•40 PARAMETER& A 150 MPH PEN) OUST WIND SPEED 6. DOOR CAN BE 17187Mi7R MT H 6 FEET R 06088 DD1H NSVE TE ®611 080, O AS mkt ROOF HENR AT ANY SIDE 0. IMPORTANCE FACTOR OF 1.0 E EXPOSURE RA1NO OF C 8. 11IX APPROV6). REQUIRES THE W ILSETUROR 10 00 =MO OF ALL COILS USED 10 FAECNIE DOOR PANES UNDER WS NOIRE OF ACC0MM A ENSUE OF 2 BPBDTN9 SHALL BE CUT FROM TADS C00. AND coma 106m) ACUgIDON6 10 Harm 2-8 BY A 5)25 =MY APPROVED WB ERECTED AND PAD BY THE MADLI ACTOF2R. EVERY 3 WHIM 4 180 A YEAR, THE MANUFACTURER BALL NM ID 1108 OFFICE A COPY OF 1112 EST Rooms mom COF2R0DDN THAT THE Moms WERE SELEDIED FROM COLS AT THE 4ANUFACRRFR PRODUCTION FXLERFS AND A NOTARIZED SUMMIT FROM THE MANUFACROBt TWAT ONLY 0068 WRM MD STRENGTH COOMNi4 COO PS OR MORE SHALL BE LMED 800011 OF A1( a MAKE ODOR PANms FOR roIOE PRODUCT MI ^T0p1(IH;w 1686ePYatiat ER4)IE; CF'SI A0Xep1':/2004 t7 CW(T6 OESIGN Laws +234.0 IDS/FT -276.0 LBS/FT 0(10008 OF GARAGE MAX SETH 912 SEE 601E8 2 & 3 POE M& PRESSURE NEGATIVE IARESDIRE 069 MOMS DATE BY A UPDATE OF JA8 ATTASUIFNIS 10 MOUES 4/3/07 SXB 180A10 ON REM (03 5/21/27 MAX SIZE 8'x8' DESIGN LOADS +52.0 PSF -82.0 PSF LARGE MISSLE IMPACT RESISTANCE ®U 165 FAPWAGE CURT WINSTON-SALEM, N.C. 07523 6WAMARACDf MODEL #1200 -D WeatherGuard Plus w /DuraSafo Short Panel, Long Panel, and Flush Panel SIE B LBASI BY D3 DATE ®/78/0) OIE00D BY DAIS SFC- 590-on EIISIE51 DONNAS L SOMME PE DC. No 07450E MEET 1 (F ) 6 8 6 8 6 4 10 8 0 6'-6' 3' 14' 24' 35. 43' 53' 65' 70' 7' -O' 3' 14' 27' 38' 46' 56' 68' 76' 7'-6' 3' 11' 24' 35' 43' 53' 65'75' 82' 8' -0' 3' 14' 27' 38' 46' 56' 68' 78' 88' SPECIFICATIONS AND NOTES 1. ALL THE LOAD FTR011 THE 6008 S TRANSFERRED TO THE VERTICAL 1RA00. FROM THE 1RAIX THE LOAD IS TRANSFERRED 12 TIE VER110AL JAMBS. THANE D Fi0.ROM G D REEKS NO PORTION OF THE LOAD 23 0 L26� ®278.0 L82 REMORA DEEM LOADS �1 1 DOOM AND HARDWARE 88. BE 0003 R. MANUFACTURED AND INSTALLED MR STANDARDS AS STET F0251 BY SAWA. 801E ROLLED FORMED, �8 -4400 600LM (.015) EN. W/ RAKED ON 2P40.TTEE41(ER 16191 6 COOLS UP10 10' ION ONSET OF (4) sEOro• AS 9106OL USE (1) 3-6/8' R -18153 PER SECTION 0. 0680 UM Sr KOH CO(80F OF (6) SECRWO AS 210a1 USE 1 3-6 R -TRUSS PER SECTION 7. SUPPORTING 019101URAL 6OON(S SHALL LS =OED BT A RE®81REU PROFESSORIAL 19100000 FOR WO LOADS IIDICATIL ON THIS MOANS N ADDITION 10 ROM LAMES & THE METHOD Cr TOTING WAS IN SUBSTANTIAL CONFORMANCE MOH SE PROCURES DESCRIBER N A818 (232 -84 ARCS 7 -02. AND PBC 2004 P00100ALR ROC. 202. 203 10'D LOAD 011204 CETERA. THE PRESSURES 8H0R4 ON THE DRAWINGS WERE CALCULATED USING THE FDIDN•40 PARAMETER& A 150 MPH PEN) OUST WIND SPEED 6. DOOR CAN BE 17187Mi7R MT H 6 FEET R 06088 DD1H NSVE TE ®611 080, O AS mkt ROOF HENR AT ANY SIDE 0. IMPORTANCE FACTOR OF 1.0 E EXPOSURE RA1NO OF C 8. 11IX APPROV6). REQUIRES THE W ILSETUROR 10 00 =MO OF ALL COILS USED 10 FAECNIE DOOR PANES UNDER WS NOIRE OF ACC0MM A ENSUE OF 2 BPBDTN9 SHALL BE CUT FROM TADS C00. AND coma 106m) ACUgIDON6 10 Harm 2-8 BY A 5)25 =MY APPROVED WB ERECTED AND PAD BY THE MADLI ACTOF2R. EVERY 3 WHIM 4 180 A YEAR, THE MANUFACTURER BALL NM ID 1108 OFFICE A COPY OF 1112 EST Rooms mom COF2R0DDN THAT THE Moms WERE SELEDIED FROM COLS AT THE 4ANUFACRRFR PRODUCTION FXLERFS AND A NOTARIZED SUMMIT FROM THE MANUFACROBt TWAT ONLY 0068 WRM MD STRENGTH COOMNi4 COO PS OR MORE SHALL BE LMED 800011 OF A1( a MAKE ODOR PANms FOR roIOE PRODUCT MI ^T0p1(IH;w 1686ePYatiat ER4)IE; CF'SI A0Xep1':/2004 t7 CW(T6 OESIGN Laws +234.0 IDS/FT -276.0 LBS/FT 0(10008 OF GARAGE MAX SETH 912 SEE 601E8 2 & 3 POE M& PRESSURE NEGATIVE IARESDIRE 069 MOMS DATE BY A UPDATE OF JA8 ATTASUIFNIS 10 MOUES 4/3/07 SXB 180A10 ON REM (03 5/21/27 MAX SIZE 8'x8' DESIGN LOADS +52.0 PSF -82.0 PSF LARGE MISSLE IMPACT RESISTANCE ®U 165 FAPWAGE CURT WINSTON-SALEM, N.C. 07523 6WAMARACDf MODEL #1200 -D WeatherGuard Plus w /DuraSafo Short Panel, Long Panel, and Flush Panel SIE B LBASI BY D3 DATE ®/78/0) OIE00D BY DAIS SFC- 590-on EIISIE51 DONNAS L SOMME PE DC. No 07450E MEET 1 (F ) STRUCTURAL SOLUTIONS, P.A. Project No.: 11 -002 5921 -G West Friendly Avenue Date: 5/2/2011 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. Building Address: 8004 NW 154th St, #244 Miami Lakes, FL 33016 Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 13 ft Least Overall Horizontal Dimension of Building: 48 ft Distance from left building corner to edge of garage door opening: 2.5 ft Distance from right building corner to edge of garage door opening: 2.5 ft Roof Slope: any slope Positive Design Pressure = 41.3 psf Negative Design Pressure = -49.0 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -05 The Importance Factor and Topographic Factor for the building are both 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. This document is only to be used in conjuction with Amarr Garage Doors ® m ...,,,-s Vo Q'', ��''CR P�� ry °.-0.1. ••• ••• • • • • • •• - O'' • 9 am •• ••• •• • • • •• -s� �H /opt!© ©E+ • g'';; ;;) ? ikik�� ©00� •• •• • • • • • • • ••• • • Thomas L. Sfi�eItnrdine, PE • •••• ••• STRUCTURAL SOLUTIONS, P.A. ••• • • • • • • • Florida PE# 48579 • • • • • • • • • J:\2011 Projects \11 -002 Amarr 2011 Retrofit Doors \8004ZVW 36400$1 • • • —•iam Lakes_FL 33016 \Garage Door Pressure Calculator.xls ••• • � i e •• • eproau, tot )QE qp( q‘'ctfy)1 X3'0 • • • • 04° .. ... • • • • • .. • 008 000 SOO 000 • • • • • • 1 • . :. • • • • • . '•: • • • ... • • • • • • • • • • • • • • ... • •••.. • .. .. • • 000 • • • • • 0 • •• • • • • • • ••• .. ..