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WS-12-2090Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 182462 Permit Number: WS -11 -12 -2090 Inspection Date: December 05, 2012 Inspector: Rodriguez, Jorge Owner: Job Address: 1450 NE 101 Street Miami Shores, FL Project: <NONE> Contractor: ATLAS DOOR & GATE INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132050240040 Phone: (786)337 -3243 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Passed `J/-7/, Inspector Comments CREATED AS REINSPECTION FOR INSP- 181188. WORK NOT READY JF 12/4/12 eePti 4 ,277),e *);/7 sv /eiV,V ®) ao� �c Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 December 05, 2012 Page 1 of 1 Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: / 43 U (I) I 67 City: Miami Shores Folio/Parcel#: , E V ED NOV 0 2012 FBC 20 Permit No. Master Permit No.\451 A — ROOFING County: Miami Dade Zip: 5 5/3 Is the Building Historically Designated: Yes OWNER: Nanle (Fee Simple Titleholder): Address:1 5‘ 5--(2 /VC c 6 / City:"er state: XL,/ Tenant/Lessee Name: Phone#: NO Flood Zone: Phonet 63 C 33 3r6 Zip: /?P Email: e 0/, CONTRACTOR: _Oompany Name: 049 (7)3or 4 6 / /7 c. Phone#. Address:rNa) y 7e9 City: City: iii1/4/ State: Qualifier Name: -3 .” (113 3,,s-D463 Zip: Phone#: State Certification or Registration #:' Certificate of Competency #: 1 C (35 ex-----y3'1:1- Contact Phone#: DESIGNER: Architect/Engineer: Phone#: Email Address: Value of Work for this Permit: $ /fee. Square/Linear Foyage of Work: Type of Work: LIAddition CIAlteration LINew esr "b- Repair/Replac9e Demolition De1ptin 74Ce a /16#.7/ tj Jrrii-a/744) tfiecep/ 0.7e, Color thru tile: ***************************************Fees******************************************** Submittal Fee $ (5 50 .03 Permit Fee $ //e.) 6a CCF $ CO/CC $ Scanning Fee $ -1i7Cf°h. Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 76 e r . 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 issue,) In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / 7-- - f O.uer or Agent The foregoing instrument was acknowledged before me this 3( day of Obi , 20(2—, by H, l TZA (QUI , Signature Contractor The foregoin trument was acknowledged before me thi day of 4CJ► /,20t2,by who is personally known to me or who has produced R-4.0 who is personally known to me or ' s/• has produced As identification and who did take an oath. NOTARY PUBLIC: 00%itUU1i401,1 �. tea' •0 ... 0,'9 ~�'� m �a os ai = -s • Sign: Print: My Commission Expires: ▪ T oy -Q N • ` i ▪ 0 .co 8 1r- , mt es, t d * ***�x�x+�x�+x** ** *+x�n** ** * * * ** * ***a��x�x****+ /tp fiPtw0A* *** ** x******,x** **+x,n,x***** *** x** ** * * ** **** *** ********* ****** APPROVED BY ���/''' �J (! �( ( L Plans Examiner Zoning 'V' t L. as identification and who did take an oa LI S Print: My Commission Expires: Structural Review (Revised 311212012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Clerk COUNTY DEPARTMENT OF PERMITTING; ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors 165 Carriage Court Winston- Salem, NC 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 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: Model 1200 WeatkerGuard Plus & Heritage 3000 Steel. Sectional Garage Doors up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No. SFC- 590 -010, titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 06/21/2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shehnerdine, 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, 3800 Greenway Circle, Lawrence, Kansas, 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 b in the applicable building code negatively affecting the performance of this prod TERMINATION of this NOA will occur after the expiration date or if there materials, use, and/or manufacture of the product or process. Misuse of this NOA sales, advertising or any other purposes shall automatically terminate this NOA this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -D expiration date may be displayed in advertising literature. If any portion of th 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 and renews NOA # 09- 0604.02 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mlami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia:nidade.gov /pera/ Snee r no change evi •n or ge in the ors ent o y product, for section of •'allowed by the it shall be done •DAD APPROVED NOA No. 12-0228.09 Expiration Date: May 16, 2017 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. SFC- 590 -010, titled "Model #1200 WeatherGuard Plus w/ DuraSafe & Heritage 3000 Short, Long, Flush, Ribbed and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 06/21 /2001, with revision D dated 07/25/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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 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 Amarr 16'x 7', 24 ga. steel garage door Model 1200 Heritage 3000, prepared by American Test Lab, Inc., Test Report No. ATLNC 0912.01 -11, dated 10/13/2011, signed: and sealed by David W. Johnson, P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # RI1812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-0228.09 Expiration Date: May 16, 2017 Approval Date: May 3, 2012 13 GA. GALV. COOHERCIAL TOP ROLLER DRAG ATTACHED V/ BE 1/4' x 3/4' 1ff11 PEAR SCREWS 19 JUMBLE RIW.ER CARRIER ,011Pk 571.1 2. W/ ®La' x 1/R' BOLT 0. NUT PEA BRACKET ATTACHED V/ DOUBLE SIDED TAPE Ohl TYPICAL TIP FIXTURES 20 GA GALV. STEEL SECTION STRAPS 7/76' 26.T RETAINER 140A D1JRAOAFE CENTER HINGE ATTACHED NEC HEAD SCREWS 2 2/B' x 3 1/2' x tea men PLATE LHINGED HOUND EA ea GA PDM EXTERIOR MGR CENTER HINGE V/OAXED ON POLYESTER FINISH TYPICAL DURASAFE CENTER HUGE 2.7.3. — SECTION HEIGHT -- R -T0LSS SPACING 113 OA. H2O HFt6E ATTACHED V/ CD L4' x 3/4' HEX HEAD SCREWS BOLT RETA § OE (40A DURASAFE ROLLER •W CARRIERS ATTACHED HEX HEAD SCREWS PER CARRIER TYPICAL BURASAFE END HINE 42X 766' . INSIDE ELEVATION N.T.S. 0ECTIDN MIGHT R -TRIOS SPACING 131IA BOTTOM BRACKET ATTACHED W X 3/4' HEAD SCREWS m 111 ROLLER CARRIER PER S= ATTACHED WITH MA 1/4' x 3/4' HEX HEAD VESDICAL 72670 EOM USSSOSS VS' LOCX ENDAGEMENT COSOp0w3 TO 2FBC L« I lffiTC �flORtALLATON. DR SECURE 10 E STEEL f LER v/9' STEM MTS. 3 3/4' HIDE TYPICAL BTN BXT W/ FLAT LEAF HUGE N.T:B (6UPPI0:0 DT 1281ALLHt) SCREW D , .1A BRACKET P' 20 GA, GALV. STEEL END 9/2' x 4 3/0• 8 IBM STILE ATTACHED TB TO BACKER PLATES PANEL (0) LANCES HAP x 3 LH' x I81i* PLATE oL BQOm.EA 20 SPLIICCE EDLT AND NN T POLYSTYRENE CORE la abEBB 71RA0K 1H1tl0030 .083' CONT. %STEAL :X SCUOffRN 'YELLOW PINE TRACK MOUNTING DETAIL ONO, 2 02 867720) N.T.B. Ins 3/4rox2grit 112 ea, (8' R- TRUSS) GALV. STEEL R -TRUSS ATT V/ (4) 1/4' x 3/4' END HEX MAD ST11.E AND ' 33//44'' HEX HEAD SCREW AT EACH SEC. STRAP GA NON INTERIOR SKIN 27C -FREE DPAODEO YSTYRENE INSULATION 1 LD DENSITY R=5.73. 86617 BOUGIE BRACKET B/(S.Z7 /4'x34' CPT. ALOE EXTRUSION )// CENT. VINYL ASTRAGAL SECTION A —A (SIDE VIEW) N.T.& LARGE MISSILE IMPACT RATED �Nxkht7e] ApDppprHOO Nie 121721ED AT THE TOP OF EACH 240811.6 ON THE INBIDE USING (4) I/O' RIVETS 4• x 1 7/6' x 14 GA STEEL PLATE TYPICAL DOUBLER PLATE N.T.S. REV MIMS OE MEM DATE BY A UFDAIE OF= MAW ID MOUE 4/3/07 910 0 MVO 0011 B 12110/88 Cdl C MOD 001E B W DUI MC ED D /B/00 ®7 D REED TO ARE 7-10 RD RE END 117/30/01 INO 163 CARE= C0IRT 30120- SAI.EN. HQ 07103 WHAM= MODEL #1200 Weather0uard Plus a /DuraSate Heritage 3000 Short, Long. Plush, Bibbed. and Oak Summit Panels 9II 07634 BY DJ DAM MAIM 22200 RAM B REM 87 DAM SFC- 590 -010 REM X1111$ L 90D8>t 171 PL lg NA EOM 9)0220 EF 3 JAMB BRACKET LOCATENS DOOR HEIGHT TRACK ATTACHMENT Q B D Ell Ell G© III laEll 11T41 �� �71� "+,!1 I "1ip�T e�,�Q E 0 �'s}'')x�i�I�X� 3t.�li ful .I".' � 1M1 tr 1 `7M�'1l I rAt' av i111� r, L.r,; c. >bl i1 (�t�� a.f �t Ai. ,7w7 G. ?,1``° 3 � s � -ius s �+��, >l, • 14 ".110 48" 56" 680 .111111111111.111111111111.111111111111.11111111111.111111111111.1111111111111 tagg 7, S 1I11iE IrR aAE R N M IS HARM ® 14" 'MLA 46" (�66" 68 ®������ Eno { 7th x¢ 11 ' J `4 13 1 4 r't A�� 4 iP1.7a.i �I �II�E} i�'1 tiet� n, ss�F?Y�,J I .t��=z..�`i� ENE `.. "st ,i:T:7f97lyl�lxfihr� _. '1� � � h � .tlll ' ®fI 14" ®© 48"+x56" 68" p ® ®����� ``�'' 1�1,:4a ; INII! �:,y[ib,7G(`���f'�:�� '�.; !E�i.flLi31? �;lp ,1; lREml.{ MEN E- Nc,ON. ® 14" 4® 46" `55" B8" ©j 4 ���� �k2�V, 5� 1 m j r lag 1 ✓c' ! 'i 1JJ 7 x[ 1 '>1} ,2 4 €� :114)l't..:;,7 3, ? �.�ti� 1014 ���` � {'". � � .:� � 9 _��l;�h�' }t � 9L�1 N.S .:�(���,�:lP J�k �� � � �(�19:�.1�71 r::..�La:l � ©®pp®® 48" 58" 88" 78" { 88" 100" it E1 (' i�sm� I gli !:�'fil E K:. A�f�f +�� � � ��i�..f_ L 14 i 111118) :�� U�� i�ti�(�,il�z��w-ti1 ..,A h'jf. i.9 ®L511151. 38" 48" 58" 88° © ©100" 110" 127 ®� 1I ,n�^ ern � lb�% t t 1 F,vF,{i�4, i �4� 5 )'JI �i1591c1'K �a It Rata IM� '...,t�T� �'� . Win-: �. i s s9 � �'` �iNct �, ® ® ©® 46" 56" 68" 78" 88" 100" ®® ®� Ogla1 r , 1 n . 3e,',4r }.l ff' r'u r n EM ' 7 . LS:,; MENt.ti ithug5 m mom 014 "m SPUCE $ T 78" 8' 88" 9' 100" 10' 112" 11' 124" 12' 138" 13' 148" 14' 38" 48m 556" 78" 88" 100" 114" 122" 134" 148" 1800 ALL TRACK ATTACHMENT SPACING +/ -1° ALLOWED WITH SYP NO 2 OR Bt. 1th' ONLY WOOD JAMB ATTACHMENT TO STRUCTURE $ 7) 0 MMO 121n ATa0RR0 0 TO WOOD PRA0P•RIPRONRF 0(10' x r IAO 6t2223 =RENO C FROM 4923 DOB 12 0.0. (1 1/8' O®@NBA) 124.1112 12/321( 801* E2 x 4 C 1100 0425 10®1 24' DA. (21/r 6( 13100) IW�/2A METE num MOD 0004- �7) 7M' X43 mom ENDS NEN 6" ( EROS 1OM 22''014. (2911Metnio $ it e VF W& .4400 42T20442431 TO 4101(210 0-00 RUM SNP30) 11 1/4' 2 3' 11841 MIS sums 0' nun DEM USE MRS OF 14)1518708 (Y APARG 101r OA I14LT Ix women /4' 8-/ KRD-M0 24 SUMS STAR@70 6' 0800 MS. USE PAIRS OF MENEM (3' 14PAM 1474.0.0. (4 4 /210 0 4 08 0)Gt6') MO SUM% ANONOR 3 2 2-3/44 80114143 6" M1 � TIM 112• (1 I/* D1SE01033) (0R. use WEE MS f� 0-10 ELMO 1133 AND 201.13 • m= OF OW Br m P202000 A FUSE NMN@ID SURFACE 3 Gib FLAB BRACKET ATTACHED TO WO JAM/ V/ (3) 5/16 DIA. K -0 /8' LAO BOLTS AND TO TRACK W/ (4) )/4' -20 TRACK SPLICE BOLTS AND NUTS AT 1)08 LOCATION 1 4 -28 TRACK BOLTS & NUTS LAO BOLTS JAIME WON (��8" DIA. s 1 -8/8' (1) 8/18' MA. x 1 -B/8" U8 BOLT ATTACKED TO AO AT EA. JOB BRACKET 12 GA OALV. STEEL' JAMB BRACIMIS ATTAVED 1/4' -2R TRACK SPLICE T & 01T OR (2) RIVE12 TRACK CONFIGURATION FOR 8'8' UP TO 14' TALI. DOORS N.T9. nnun1>t11 BPHCPIOA0ID ADO NOT® cal AMEN% m mAar. IRAN:ME D 12011 004 DOOR. WNWells UAA001 MOM IS OM OR 4 27 01400 X91 � NVI 4, Ma( 9022028 000 e2 27 OA . 01( +81 MOOR AM 24 OA (,Q72] On RID1AD MED. 101// ea= DD E. DOORS UM re HMI OONSST OF 00 23090ES AS WOOL USE 0) Ir 2-TRUSS PEI SWIM ! AMD "OrR VN88 8 VO tIDT MUER TWV 7. SUPPORTED 800011 n ELE @718 SMALL 08 OF&OMED ST A SEW= P 0444. 0 2100 FOR sum 10408 82PATO ON IRIS ORA0 448 04 AMMON TO M2a1 L0A082a S. 17M APPR018J. OEM 722 ppOOTT 0*3TO DO TES MQ^3(`,'M /11 wf1D Aa(D2� NMN WL iE A0 4 Ea A ! _as, TQpF2ryarl pomITgJBB�BF82 RFpnia FAON O F mots POiON NME DYL. B2 M M70�DOOR YIDDppglg OR COOOE M{I0Y ID® 1759 601108 01 /ffi@f BEY MEM OF RE 264 DATE BY A 4102114 924) 27901820121) 8321112 : 4/3 /07 310 B ROM REE 8 12/08/Oa OO O BEASED DOI B TO SLOE RR EIR 05/18/09 oB D REDO 10 ASE 7-111010 102 SID 07/22/0 BBa sr� •�o, o11\BSHEtn to 18' x 14' �0 ®a �S�.��G slug? s, �h n D048579 :�10 DESIGN LOADS +48.0 PSF -58.0 RI F LARGE M1SSLE IMPACT RATED lit I o ▪ �AE0OFV 00080��.`�/CDf1 Al �$10 optanalosto 187 CARRIAGE WIRT VIES/ICI-SALMI. NC. e71M VWV.KARRCDN MODEL #1200 TyeatherGuard Plus a /Dura9ate Heritage OODO Short, Long, Flush, Ribbed, and Oak Summit Panels SUE TM BY OW DATE 08/71/01 EMEND ENED B 0¢ODa BY DATE SFC-590-01 O 010190 MOWS L MIME PE UC Da O 44070 00ET 2 10 3 TABLE 1 Order See LacaOanm (Measured O9m Lee .Edge) 1191201(8) Qn ay sai® ® ®' a kinA® Jr,, i,u2. E E * 82800 17.800 I_, I. 11;,, V As'lil),fit ii �?jt;a .:.. A L /kill ® e1 ShmE !! 83.800 8 U ala JI .Yy41S1g i l;u+C r rt.1. )F� RI,E1 ®I ®1 Shat 84.200 78800 N1I mum ) ® {w1 80.800 1E11E11E1E11 MUER anal 88200 87 800 iii® ®NEEEll ' •1 malaria` iFL7 Ila::11111E5k7� IE k-AITA LI I,W ®iFA7 T shortL3.t 1IxWI II 1 u W.ArtANNI, -j:;1 nv414,1 P,T ;l y Je 1-v1 l.PaiC' ,Nr4. a A� ®. 82.803 ®� 1U211111MIIIMEE111 Shat 83800 78.200 ]T_1�,] 400 {XYITl iL iP g,,,+ 5T 19 10A itu`1 m`r Fr {i,:�1c.R'f?J's 1 �i.,T.3_a.�,1ai__ I.mF.S `.s1 ) ® ®® Shat 48.824 83.000 wr,I 01W J �s11 , 207 �1 fi 7alE 120 +91F�§ a%)� F+ 1+ aK� s� JO 801 DESCERION OF FUSER DATE 35 A 0PDIEE OF MID 31238 81310 9M10DBE 4/3/6 20 8 07A40 ENE 8 12/Ui(OB 01 O REND 6210 810 30120 F2 2801 03/0/09 30 0 10 ASL£ 1-10 M 632013 01/23/11 R0 A ®,,e� °r SWEF °''e It • te' x�t4' 0 LOADS +48.0 PEE —60.0 PEE LARGE MIME IMPACT RATED OCE : 63GN STATE OF 'Lys° r A2d00096 0v'e, 21,7- 388 Mwtaoe COUNT WDlsT11/4•Sw.4L N9. 27105 101414MA .CQx MODEL. #1200 11'eatherGluard Plus w /Dura0afe Heritage 3000 Short, Lang, Plush, Ribbed, and Oak Summit Panels 920 O0A13 BT 0,1 MATE 00/41/20 OB1003 RAM B OI D BY ME SFC -590 -010 EOM DEWS L HUM PE GO. DA MORO REEF 3 OF 3 HONDA BUILDING CODE, 2010 ASCE 7-10 CALCULATIONS 175 MPH WIND ZONE EXP03URE "Cu FOR BUILDING UP TO I' 5' MEAN ROOF HEIGHT. (ONE STORY) TWO CAR GARAGE DOORS UP TO I G' $ 15' WIDE X 8' HIGH: WIND LOADS FOR GARAGE DOORS. REVISIONS DISTANCE FROM CORNER OF BUILDING TO EDGE OF OPENING. (IN FEET) MINIMUM BU (LLDTNG • - DIMENSION. (IN FEET.) END ZONE DIMENSION. (IN FEET.) TRIBUTARY AREA. (SQ. FEET.) POSITIVE DESIGN LOAD (IN P.5.F.) NEGATIVE DESIGN LOAD (IN P.S.F.) INTERIOR ZONE GREA1 LK THAN 3' 85 SQ. FT. 34.4 P.S.F. -38.8 F.S.F. DOUBLE OAR GARAGE DOORS FOR 1 STORY HOMES FLORIDA BUILDING,GODE, 2010 END ZONE 3' OR LESS DATE: 3 -15-12 SCAM 85 5Q. FT. 34.4 P.S.F. -42.9 P.S.F. THESE CALCULATIONS ARE BASED ON ASCE 7 -1 O FOR COMPONENTS AND CLADDING EXPOSURE "C" 175 MPH WIND ZONE, ICd = .85' NOTE: AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. TRIBUTARY AREA WAS DETERMINED BY LENGTH SQUARED /3. NO ALLOWABLE STRESS INCREASE TAKEN FOR SHORT TERM LOADING. MIAMI DADE COUNTY (CA 'I'EOORY II BUILDINGS) MEAN ROOF HT. 0- 15' DOOR OPENINGS CAN BE IN EITHER LOCATION. GAKAGE DOORS rO . 5TOKY 1-10M E5- REVISIONS 6-4-09 J.J Rf1MMS ENGINEERING, INC. Stale-total De 0003024 2100 W. nth STREET, SUITE 311 Robert S. Moneo�u I{lo. # 11956 HIALEAH, FLORIDA 33016 PH: 305-8223141 DOUBLE OAR GARAGE DOORS FOR 1 STORY HOMES FLORIDA BUILDING,GODE, 2010 DRAWN BY JUAN JARA - DATE: 3 -15-12 SCAM JOB No: - SHEET OE :1