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WS-14-551Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-209415 Permit Number: WS -3-14-551 Scheduled Inspection Date: November 18, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 555 NE 87 Street Miami Shores, FL Project: <NONE> Contractor: RUDGE WOOD FLOORING tiuuaing uepanment comments INSTALL A NEW GARAGE DOOR Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)326-9308 Parcel Number 1132060200970 INSPECTOR COMMENTS False November 17, 2014 For Inspections please call: (305)762-4949 Page 3 of 45 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. November 17, 2014 For Inspections please call: (305)762-4949 Page 3 of 45 N PERMIT AP Permit Type: BUILD. 12 c e, , 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 C20(C Permit Nd1!0� s ON Master Permit No. U/. S .- 3 - ROOFING ,;OB ADDR SS: c City: Mia/mi Shores L Folio/Parcel#: / — 3 L'* Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder): City:. TenanLgxssee Name: Email: CONTRACTOR' : Company Name:: / Address: S--® tl City: Qualifier Name: State Certification or Registration #: Contact Phone#: DESIGNER: Architect/Engineer: _ _County: Miami Dade Zip: % L NO Flood Zone: 3 15�B Z Phone#: of Competency #: Value of Work for this Permit: $ q— z !� (2 Square/Linear Footage of Work: Type of Work: ❑Addition ,❑Aiteration ❑New *epair/R,e�p°lace Description of Work: / /r® fY / a �/ F�%/� `Ar (// �/ � / Color thru tile: V Submittal Fee $ Permit Fee $� Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Doi ble Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond $ _ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City ' State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 the absence of such osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The o egoing instrument was acknowledged before me thiso/regoing instrument was acknowledged before me this fL�Oby � a c G , 20, by who is personally known to {j w o as produced who is person known to o has produced ` e 'fic on and Who did take an oath. Las dentificatio d who did take an oath. NOTARY PRuage .... ° s_ 015968 NOT iJI ' „R'�15.. �l' ' � 2017 a' , gsAy Oto S 1R �. i .pp,�01�190TAR`t� Sign: °¢ • ��quneas enn Georgy Print:a'j' "gC�7"„Rti5510iv PaIA��,oil My Commission Expires: �NN a°°°®°www"ONWjAMAnission Expires: APPROVED BY Plans Examiner Zoning a% Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) ill r WS ( q saw SSI MECAWind Version 2.1.0.6 ASCE 7-10 Developed by RSCA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date : 3/20/2014 Project No. 1413364-01 Company Name : Edward A. Landers, P.E. Designed By Edward A. Landers, P.E. Address : 7850 NW 146th Street Description Wind Pressures City : Miami Lakes Customer Name : 555 NE 87th Street State : Florida Proj Location Miami Beach, Florida File Location: C:\Program Files (x86)\MECAWind\Default.wnd Rod not shov-n :5 4 5 5: WAS a a Gable Roof 0 -:-= 7 Wind Pressure on Components and Cladding (Ch 30 Part 1) A11 pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 5.5 ft Description Width Span Area Zone Max Min Max P Min P -------------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf UPLIFT 1.00 10.00 33.3 1 0.25 -0.95 16.00 -39.77 UPLIFT 1.00 10.00 33.3 2 0.91 -1.43 38.36 -56.93 UPLIFT 1.00 10.00 33.3 3 0.25 -1.43 16.00 -56.93 GARAGE DOOR 9.67 12.00 116.0 4 0.73 -0.82 32.12 -35.30 Parapets Components & Cladding (Ch 30 Part 4, Para 30.7.1.2) Pressures taken from Table 30.7-2 at top of Parapet and multiplied by Exposure Adjustment Factor (EAF =1.308), Topographic Factor (Kzt = 1.00) and Reduction Factor (RF = 1.0). The effective area for the parapet is 10 sq ft [0.929 sq m] to be conservative, which makes the Reduction Fac i 1 � PI P., Windward parapet Load Case .A Leeward parapet Load C -cm. B Top or p€u'qxm Load Case A - Apply Positive Wall Pressure to Front and negative roof pressure to back. p1: Positive Wall Pressure on Front of Parapet (Zone 4) = 51.77 psf p1: Positive Wall Pressure on Front of Parapet (Zone 5) = 51.77 psf p2: Negative Roof Pressure on Back of Parapet (Zone 2) = -118.83 psf p2: Negative Roof Pressure on Back of Parapet (Zone 3) = -161.94 psf Load Case B - Apply Positive Wall Pressure to Back and Negative Wall Pressure to the front. p3: Positive Wall Pressure on Back of Parapet (Zone 4) = 51.77 psf p3: Positive Wall Pressure on Back of Parapet (Zone 5) = 51.77 psf p4: Negative Wall Pressure on Back of Parapet (Zone 4) = -51.77 psf p4: Negative Wall Pressure on Back of Parapet (Zone 5) = -94.87 psf MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by 161ECA Enterprises, Inc. Copyright 2014 www.mecaenterprises.com Date 3/20/2014 Project No. 1413364-01 Company Name Edward A. Landers, P.E. Designed By Edward A. landers, P.E. Address 7850 NW 146th Street Description Wind Pressures City Miami Lakes Customer Name 555 NE 87th Street State Florida Proj Location Miami Beach, Florida File Location: C:\Program Files (x86)\MECAWind\Default.wnd 0.85 Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph 21.89 psf pl: Structural Category = II 9.24 Exposure Category = C Windward wall pressure acting uniformly outward = Natural Frequency = N/A psf Flexible Structure = No p0-pl = Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 0.25 : 12 Slope of Roof(Theta) = 1.20 Deg Ht: Mean Roof Ht = 18.00 ft Type of Roof = Monoslope RHt: Ridge Ht = 18.00 ft Eht: Eave Height = 18.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 664.00 ft^ 2 Bldg Length Along Ridge = 110.50 ft Bldg Width Across Ridge= 55.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.91 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 5.94 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 55 ft wall L/B = 2.01 ph: Net Pressure at top of wall (windward + leeward) = 34.21 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting uniformly outward = .64 * ph = 21.89 psf pl: Leeward wall pressure acting uniformly outward = .27 * ph= 9.24 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.97 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.44 psf MWFRS-Wall Pressures for Wind Normal to 110.5 ft wall L/B = 0.50 ---- ph: Net Pressure at top of wall (windward + leeward) = 39.38 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.26 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.96 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.41 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.74 psf See Fig 27.6-2 for Parapet wind Wall Pressures See Table 27.6.1 Elevation Roof Pressures See Table 27.6-2 Mean roof ht. lie 01 Wei S Flan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = Zone Load Casel Load Case2 ---- psf ---------- psf ---------- 1 .00 .00 2 .00 .00 3 -37.41 .00 4 -33.37 .00 5 -27.36 .00 1.000 Note: A value of 10' indicates that the zone/load case is not applicable. Monoslope Roof Parapet Wind Loads (Figure 27.6-2): b � 1 ® 1 1 � 1 e 1 r 1 1 11 P , ph Wau pressure from Table 27.6-1 at height 11 additional load on MIFlt4 from aU parapets and parapet surfaces N = 2.25 Times die pressure determined from Table 217.6-1 fora height mcasared to the trap of t he parapet (11,) 1r Parapet: hp: Height to Top of Parapet php: Wall Pressure for L/B = 1 at hp (Fig 27.6-1) psf pp: Parapet total pressure (Leeward + windward) - 2.25*php psf mcm roof ht. = 21.5 ft = 40.12 = 90.27 9780 NW 79th Avenue Hialeah Gardens, FL 33016 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 RER-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 (!n 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 duality assurance purposes. N 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. RER 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 S10-6065 Steel Roll -up Door up to 24'-1%" Wide APPROVAL DOCUMENT: Drawing No. 6065 2008 01, titled "Rolling Steel Door", sheets I through 4 of 4, dated 08/26/2013, prepared by Joseph H. Dixon, Jr., P.E. Product Design Consultant, signed anti sealed. by Joseph H. Dixon, Jr., P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control 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 atter 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. LIMITATION: Roll -up mechanism is not part of this approval. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12-0124.08 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. NOA No. 13-0905.07 Expiration Date: November 20, 2018 A§;D Approval Date: December 19, 201.3 1,9/12/:2013 Page I Best Rolling Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 6065 2008_01, titled "Rolling Steel Door", sheets 1 through 4 of 4, dated 08/26/2413, prepared by Joseph H. Dixon, Jr., P.E., Product Design Consultant, signed and sealed by Joseph H. Dixon, Jr., P.E. B. TESTS "Submitted under NDA # 06-0808.09" 1. Test report on Uniform Static Air Pressure per TAS 202, Large Missile Impact Test per TAS 201 and Cyclic Wind Pressure Test per TAS 203 of Series Roll up Door prepared by Fenestration Testing Laboratory, Inc. Report # 4845, dated 04/21/2006, signed and scaled by Edmundo Largaespada, P.E. C. CALCULATIONS "Submitted under NOA # 09-0105.06" 1. Calculations for attachment of angle guides to steel or concrete jamb, prepared by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated 03/01/2008, signed and sealed by J. H. Dixon, Jr., P.E. 2. Calculations for attachment of C -channel guide to steel or concrete jamb, prepared by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated 03/01/2008, signed and sealed by J. H. Dixon Jr., P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 06-0808.09" 1. Test Report on Tensile Test prepared by Fenestration Testing Laboratory, Inc., dated 05/16/2006, signed and sealed by Edmundo Largaespada, P.E. F. STATEMENTS "Submitted under NDA # 12-0124.08" 1. Statement letter of code conformance to 2010 FBC, issued by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated 12/23/2011, signed and sealed by Joseph H. Dixon, Jr., P.E. "Submitted under NOA # 09-0105.06" 2. Statement letter of no financial interest issued by Joseph H. Dixon, Jr., P.E., Product Design Consultant, dated- 11/15/2008, signed and sealed by Joseph H. Dixon, Jr., P.E. �2 t2�2p�3 Carlos M. Utrers, P.E. Product Control Examiner NOA No. 13-0905.07 Expiration Date: November 20, 2018 Approval Date: December 19, 2013 E -1 SLAT (PAO. 24=1 W CLEAR OPENING WIDTH (nmm) COILSIDE ELEVATION SIDE ELEVATION 1 ORB -� IWOHMM2 n A=FOR WO BVBTE 9 WINDLOCKS - DETAILO a 24 OA °oGMSURE 21 )a aoGA 2 C 2Y8tIlA7l�1 MATEM& (BGE NDTEfN PLAIN INSULATED FLAT SLAT -DETAIL O ELEVATION - DETAIL 0 1- THE ROLLdPDOOR 10i0WNONTHIS PRODUCT APPROVAL DOCUMENT HAS BEER DESIGNED INACCORDANCE WRHTHE i010EDITION OF THE FLORIDA BUILDING CODE. REQUIRED DESIGN WEND LOADS SHALL BE DETERMINEDAS PER SECTION 1809 & 1620 USING RISK CATEGORY 6 WITH AN ULTIMATE DESIGN WIND SPEED OF 178MPH. THE ROL) UP DOORS ADEQUACY FOR WIND PRESSORE.IMPACT AND FATIGUE RESISTANCE NO BEEN VERIFIED IN ACCORDANCE VOTH THE 2O7 TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONES, TAS -201. TAS -202 & TAS -20$. DESIGN PRESSURE RATING: +60.0, -68.0 PSF 2 -SAT TO BE ASTM.A SS OR 80 STRU07URAL QUALITY STEEL WITH MIN. FY o 60 KSI AND G40GALVANIZING PER ASTM.A-MORA $3.304 SERIES STAINLESS STEEL MANUFACTURED WITM A M3VItMUM WIELD STRENGTH OF FY = 00 KSI. 3• WLNOLOCKS II GA PLATED STEEL. ASTM AA Oil 4- ALL ASSEMBLY BOLTS TO BE SAE GRADE 2 CADMIUM PLATED OR GALVANIZED STEEL. 6- ALL RIVETS TO BE ALBA. IM5 STEEL. CADMIUM PLATED. STAINLESS STEEL OR ZINC PLATED Wl FY= 37XD PSL 0 -INSULATION MATERIAL SHALL. BE EFS -EXPANDED POLYSTYRENE INSULATION MANUFACTURED BY DYPIAST PRODUCTS LLC COMPANY. MIAMI OADE COUNTYAPPROVED 7. DOOR MAY BE INSTALLED ON TME INSIDE OR OUTSIDE OF AN EXTERIOR WALL DOOR IMPACTED ON BOTH SDE, S. GLADE DETAILS CAN BE USED IN ANY COMBINATION. 0- CONTRACTOR OR TO BE RESPOO93LE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT APPROVAL OOCUMENT. THE CONTRACTOR SHALL ENSURE THAT THE WALL CAN SUPPORT THE JAMS FORCES INDICATE ON THIS DOCUMENT, CONSTRUCTION SAFETYAT SITE IS THE CONTRACTOR'S RESPONSIBILITY. BOTTOM SLAT � BOTTOM SLAT - DETAIL O 1 I ae4`,/�T�`)�r�jj(J]OFL t°P `e0 �i' ...... -A. °°IA f DADE COUNTY APPROVAL 2�7 FlBfIQe BUIdtnBCMB EIS3. NAME: Jo�FEPH N. DDLON,t- rm FRODUCTRBNBWBD �L,�ag�• aJ b d ' RSD Tres '' �� �' • r 2ROtliNG Model S10-6065 a 1� Z STATE OF t a '•.'`2..• ei e p.N1 .. ...,,.. a .. . BEST ROLLING DOOR, INC. DRAB BY DRAVitN PID 9780 N.W. 79UAVENUE W85_2=_81HIALEAHGARDENS,FLORI1A33016 DATE PH: 368.698.3550 FAX 305490 -UM tWA0.bB9I9I110P.1m 02/26708 SHEET 1 OF 4 ��� � I ASS MARLY BOLT u r x 7 IR' YO WASHER& NOT. F9WQ S' MM SOTTOY. R98T GWO.C. -- L3'KT4MI'CwL L3-AnW6'Oaa L39L3)OHB'CaM. VONDLOCKAT EVERY OTHER LAT ---- 3t8 KW CON. SOLID STEL WIfa1BMW SF E108TING8TEELSiRUCT1UtE REOUIREO SEE SHT.3 3f'XWCOW. S" STEEL WWIDBARtW3T , XVW. WEWATEXPDBED BOB N 1T O.C. SEE SHEET 3_j LlhTfliB'CW SOLIOWMW3VDSAR FOR SLIP W/3WxP10.WELDA7 E)POSMSDE air= STEEL JAMB "E -S" S x. rekom mt efts cQstEI=.... 81R8 RilCIIIREi CHANNEL GUIDE — DETAILU5 Min. Yield Strength = 30,000 psi HtLTt 1SYEm 80LT 3 ANtliaR SESSCHEOIAE L3'.3WWC*ftL EXOMOSTEELSTMOTURE REMA E0 0 ��7FORSUP 3/16' TdSO ®SAT a CHANNEL GUIDE(Cad.) EET 3 WINDLOCKATEVERYOTHERSLAT STEEL JAMB "E -R" 8 xi IRGIIAWIt bQQ9UBfa"C6 HanKW«B(NX3ANaroR i �: r• i4 • qe 1° ------------- -- oa76° � L 1 COTd. JSLAT , SEE BHT. 3 3118' START W FROM BOTTOM SEE SHEET 3_j \ x.� ASSELieLY OUT 30.11/d NT FOR SLIP _---WASHERS NUT. Ff1�T®8' EROld eonou.REar P aTb7 ®I'mm. CONCRETE JAMB "Z -R" ( t '., L3�Q70Hb•Cma __------- —_COUNTY L3'fO5Oft3'Imtl. ,va��ti�y+iht. f) �A++"+ff � &000OWS WttMLOOKATEVSW h1 �♦p♦�~�•♦ -. �I T OTHERSLAT lR06UCfRP.NBWBq d (y .0, 0N.9, ROLLING v �, ROLLING STEEL DOOR a Tlm,mesalae a ( %/� p 24'-1112" (♦60FBSPSF) m PUMAWLw SOLID > SEESHEET3 No 'rOS.07 $ %1C' yFt N,o.Q FOR SLIP Z STATE OF a V BY sO.r1:;�ORIO�•,.�i �� BEST ROLLING DOOR INC. CONCRETE JAMB "Z -S" cmael moi, .«•• • ' /O • • fa 97ao N.W.79(h a1lEANE I HIALEAH OARDM. FLORIDA33018 PH: 3015406-3550 FAX 306.8983662 eho /i mWT. .os ENG. NAME: JOSEPH H. =ON JR. P.E. FL 7TH Model S10-6065 DRAWN BY DRAWN No B.D: gpgb 2008_01 DATE ab2 e SHEET 2 OF EXISTING STRUCTURE A� � e •'� •'•� .t1f il. t VX VY LOAD DIAGRAM - MOUNTING 1 STRUCTURE 'Y.'. 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D► N. tRObI1 MOMBWED w &p�'�GENSIp : d as CQaa3bo?��0�' sk 7� (TATE OF i 6f Cenboi o I ORIOipft '..e' Ei DADE COUNTY APPROVAL 2007 Fulda SIMM Code V40LUNO STEEL. DOOR a4'-1,2 (+WMM BEST ROLLING DOOR, INC. 8760 ILK 78tltAVENUE HW"H GARDENS. FLORIDA We PH: 3054MS-3556 FAX: W54264U82 tWA0ebW Am ENO. NAEAE JOSEPH H. OD= JR PZ FL 7766 Model S10-6065 DROM BY DRAWN NO LLo 8986 2008_01 e� SHEET 3 OF 4 DOOR ME10N0 MP Angles-E'Beldss C'Chmw -Mwss Antylva-Z.©Wdss POSiTpIE W01D ME W[ND 1`0817ArE 00 NEDAAIWE WW WIDTH W oM In F1 P11 F2 pff F3 pff F1 PB F2 0 F3 PB F1 P8 F2 Iff F3 to F1 PS F2 PO F3 $111 2fI-Ifr IM 118!0 100 $489 16668 17453 3784 3919 3093 340 710 8713 3784 20-0° 1.00 8154 im 2874 12217 12870 2703 2737 2135 2674 6913 0688 2799 100 1.00 5814 6331 1738 8169 8899 'f= 1756 1273 1103 4070 4593 1910 14110' tA0 4103 4034 1328 0198 0856 1461 1276 853 1303 3171 38M 1461 12W 0.60 4787 4424 1434 6868 7282 1682 1491 1129 1434 3559 375E 1682 1010° Im 503 2661 t= 4003 4411 971 767484 858 858 2124 2462 971 DOOR OPT BLIP (.' ianael —MIdse C'Chmw -Mwss DOM DPEP" W0111 hep In Pomm 118103 W-GATNE WIND Pommwoo1�13ATIVE _.h F1 Pti F2 PII F3 P8 F1 PO F2 p8 F3 PO FI Pg I F2 Is F3 PO F7 10 F2F3 PO P8 24' MW 1.00 3478 2752 3403 75911 0377 9784 2112 13'15 30 1165 1052 3794 20'1/ 1.00 2W 1858 2W4 6624 6276 2789 1951 1350 2874 882 1515 2789 1" 1.00 1717 1235 1739 3828 4351 1990 1828 1344 1M 688 1103 1900 14'-0' 1.00 1308 883 1328 2952 3410 1489 1756 1331 10 450 903 1481 17-0 OA 1421 1059 1434 3103 3575 168! 1258 M 1434 487 890 1803 I" OA Im 503 858 1886 7183 971 1333 i401 858 209 827 071 DOOR OPT BLIP PO9111VH WIND NEOA2N6 VAND av AnWeO618e� POSITNEV515 bfiAGATIMOVOW WIDTH _.h PO PO PIf Pa pif P1f PO PO PO PO 24'1-Ir2- 1.00 9433 700 16 3784 769 10 MOB 787 3704 707 200-0- 1.00 8074 374 20 2709 626 26 2674 802 2700 603 16'-0' IAO 1738 433 48 1800 474 48 1736 462 1800 623 14'-V 1.00 1329 364 90 1461 389 as 1388 422 1461 487 124^ 0.60 1434 292 71 1082 322 71 1434 363 1002 983 101w 0,60 688 101 111 071 216 111 888 302 871 S27 t// EAMi. mAw—JOSEPH H. w0m JR. P.E. ti��N"� i?/�.�t. DAM COUNTY APPROVAL FL 7768 a�O H •w.•,,%, f�� 2007 FbItd31k18dtag Oor� FRODUC'r RENEWED ``'0' 01 1.OEN v °a ROL1JNo s7Ee1. DOOR 24A amd,6�117ee b 0 7�ee � 24A tW 148"M Model S10-6065 ft Refer t6 Fenestra lon TesBng Laboratory Lab No: 4846, ralesued 10124098, for 20- E � / STATE Qp = gage steel slat door, 24'1-1/r wide, +$01-86 pat S 1t a $ Doors nm dactu W by Best Rolft Doors, Hialeah Gardens, Florida Rr :: ORIO>;'�.•° ��" oRAWnlev DRAWN No CaWatbrm by Joseph H. Dbwn, Jr. P.E. dated 11110037 except 10' & 12' wMe i BEST ROLLING DOOR, INC. e.D dated 8118!08 7M AVENW 8a6b♦108 Di HIAI.EAH C•ARDErN,9, FLOR0N1=16 DATE �/ / w PH: 300-028-35W FAX 306.898-M EP SHE4 OF 4 rxiwleekborms x Miami Shores Village APPROVED 13Y DATE 70NING DEPT BLDG DEPT ? SJJR JFCT TO COMP IANC -WI TH ALL FE ER L� �TATF AN{) COl )NTY RULES AND RF(- 31JI_ATIONS TY IrS r rpt a�c. IV c - =C5 � v . )ZOU-- LAE - - SG1L E: �% RPPib`ek%scF) OY : WkwN BY DRA1fNG NUMBER / ftAm +�+I i a '.