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WS-17-1225 M i f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-281938 Permit Number: WS-5-17-1225 Scheduled Inspection Date: May 26, 2017 Permit Type: Windows/Shutters Inspector: Porta Jr,Jose Inspection Type: Final Owner: CARDENAS, ENRIQUE J Work Classification: Garage Door Job Address:9509 N MIAMI Avenue Miami Shores, FL 33150- Phone Number (786)624-0303 Parcel Number 1132060130670 Project: <NONE> Contractor: CONINMAQ LLC Phone: (786)285-3073 Building Department Comments REPLACE GARAGE DOOR 8x7 Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ��� Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. May 26,2017 For Inspections please call: (305)762-4949 Page 17 of 32 Permit NO. WS-5-17-1225 `yeORE�S L,` Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue N Work Classification:Garage Door Miami Shores,FL 33138-0000 Per 'I t ,y�1N „'N Phone: (305)795-2204 Permit Stags:APPROVED F�ORID Issue Date:5/2512017 Expiration: 11/21/2017 Project Address Parcel Number Applicant 9509 N MIAMI Avenue 1132060130670 Miami Shores, FL 33150- Block: Lot: ENRIQUE J CARDENAS Owner Information Address Phone Cell ENRIQUE J CARDENAS 9509 N MIAMI Avenue (786)624-0303 MIAMI SHORES FL 33150- 9509 N MIAMI Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: =�::�o CONINMAQ LLC (786)285-3073 Total Sq Fee Type of Work:REPLACE GARAGE DOOR 8x7 Available Inspections: No of Openings: 1 Inspection Type: Additional Info: REPLACE GARAGE DOOR 8x7 Final Classification:Residential Review Building Scanning:3 Review Building Review Building �JE Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-5-17-63903 DBPR Fee $2.00 05/04/2017 Credit Card $50.00 $76.20 DCA Fee $2.00 Education Surcharge $0.40 05/25/2017 Credit Card $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibili for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,M ANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all a foregoing informati n ' accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, uthorize the above- contractor to do the work stated. May 25, 2017 Authorized Signature:O ner Applicant / Contractor / Agent Date Building Depa Ment Copy May 25, 2017 1 2 :CEIVED Miami Shores Village MAY 2017 Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 943nFBC 201 BUILDING Master Permit No. ( � — 2Z PERMIT APPLICATION Sub Permit No. �UILDING F-1ELECTRIC F-1ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL [--]PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 7 V r V QM City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: r OWNER:Na (Fee Simple hhTi11tlehold�eJr): � �Pi(� Phone#: Address: Y • V 'I ✓✓L, ` City: d State: Pl Zip: Tenant/Lessee Name: Phone#: Email: ,, "� CONTRACTOR:Company Name: /'x �(_ )Phone#: � � 3 Address'':,, 11 l l�lJ City: 6 State: Zip: Qualifier Name:— ame: Phone#: State Certification or Registration#: `V� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �L�� _�� Square/Linear Footage of Work: Type of Work: ❑ Addition n� ❑ Alteration ❑ New 'Na�epair/Replace ❑ Demolition Description of Work: "lif✓`t�t C'e— Z�f% Cj Specify color of color thru tile: (r� Submittal Fee$ _Permit Fee$ `" ` C� CCF$ d CO/CC$ Scanning Fee$ /0 Radon Fee$ 2 'DO DBPR$ Notary$ Technology Fee$ 0 • 60 Training/Education Fee$ (7 ' Double Fee$ 9 Structural Reviews$ Bond$ 911, TOTAL FEE NOW DUE$ � ' 2-0 (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatt,4 Signature 0"`A6�4tq 0 CONTRAC R i( The foregoing instrument as acknowledged before me this The foregoing instrument w s acknowledged before me this day of 20 ,by � day f Q.r 20 by V o is personally known to o i personally known to me or who has producedas me or who has produced as identification and who d t ke an oath. identification and who did take oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: HILDA E.GARCIA Sign: WWI # Print: p6 11,2018 Print: A E&q0 %• M10 Eonded Thru NOWY u Ic * s OF Seal: _ Seal: EXPIRES:April 11,2018 ';� L "O 60:ried Thru Notary Public Underwriters ********************************* *** *** *)*************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Department of Regulatory and Economic Resources Board Administration Section N'1114WKE 11805 SW 26111 Street(Coral Way)•Room 230 Miami, Florida 33175-2174 Telephone 786-315-2573 Fax 786-315-2570 www,iniatnidade.gov/developnient MEMO TO: All uild' g fic' s'n "au►i Dade County FROM: eeretary of a Board Board of Rales and Appeals DATE: October 26,h,2016 SUBJECT: Certificate of Reinstatement Coninmaq,LLC Ana B. Gutierrez,Qualifying Agent State License#CGC1514716 1.6741 Royal Poinciana Drive Fort Lauderdale,Florida 33326-1542 As a result of the Board of Rules and Appeals meeting held on September 22"d, 2016, it was previously advised that the above Contractor's permitting privileges were administratively suspended in Miami-Dade County. This is to inform your Department that the above Contractor's permitting privileges have now been ADMINISTRATIVELY REINSTATED in Miami-Dade County. If you have any questions concerning this matter, please do not hesitate to contact Daniel Vuelta, Contractor Enforcement Supervisor at 786-315-2562 or via email at DV045@niianiidacie.gov. Property Search Application - Miami-Dade County Page I of I 'HE PROPERITY ER, OFFICE OF I to, Summary Report Generated On 5/2/2017 Property Information Folio: 11-3206-013-0670 err 9509 N MIAMI AVE Property Address: Miami Shores,FL 33150-1716 "A JEFF,Owner ENRIQUE J CARDENAS L 9509 N MIAMI AVE Mailing Address MIAMI SHORES, FL 33150 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths I Half 2/11 /0 4K Floors 1 Living Units 1 Actual Area 1,375 Sq.Ft X Living Area 1,001 Sq.Ft 0 ft Adjusted Area 1,190 Sq.Ft Taxable Value Information Lot Size 13,000 Sq.Ft 2016 2015 2014 Year Built 1939 County Assessment Information Exemption Value $01 $0 Year 2016 2015 2014 Taxable Value 1 $289,0081 $262,7351 $238,850 Land Value $292,367 $222,235 $158,168 School Board Building Value $82,824 $82,824 $80,682 Exemption Value $0 $0 $0 XF Value $0 $0 $0 Taxable Value $375,191 $305,059 $238,850 Market Value $375,191 $305,059 $238,850 city Exemption Value 1 $0 $01 $0 IlAssessed Value $289,0081 $262,7351 $238,850 Taxable Value E $289,008 62,735�$2�388�O Benefits Information Regional ......................­­................................ Benefit iType 1 20161 2015F 2014 Exemption Value $0 $0.....................................$ Non-Homestead Cap Taxable Valu Assessment Reduction $86,183 $42,324 e $289,008 $262,735 $238,850 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Previous Price OR Book- Qualification Description Short Legal Description Sale Page MIAMI SHORES SEC 1 AMD PB 10-70 07/15/2016 $143,000 30154-3316 Corrective,tax or QCD; min LOTS 12&13 BLIK 5 consideration LOT SIZE 100.000 X 130 Financial inst or"In Lieu of COC 22915-3903 25749-4069 1204 1 01/23/2013 $281,000 29008-0728 Forclosure"stated 12/07/2012 $120,100 28412-3395 Financial inst or"In Lieu of Forclosure"stated 12/01/2004 $310,000 22915-3903 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/2/2017 CERTIFICATE OF LIABILITY INSURANCE DAT05/04/20011 Y) 05/04/ 7 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: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 CONTACT Leonardo Cicarelli NAME: Alltrust Insurance Group PHONE (305)944-0002 F4X A C Nola. (305)949-1010 17038 Collins Ave. E-MAIL leo@alltrustfl.com Sunny Isles Beach,FL 33160 INSURERS AFFORDING COVERAGE NAIC M Phone (305)944-0002 Fax (305)949-1010 INSURER A: Scottsdale Insurance Company INSURED INSURER 13: SunZ Insurance Company Coninmaq LLC INSURER C: 16741 Royal Poinciana Dr INSURER D: INSURER E: Weston FL 33326 INSURER F: 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR ADD UBR POLICY NUMBER POLICY EFF POLICY M DDY EXP LIMITS © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 ❑ CLAIMS-MADE © OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,000.00 F] MED EXP(Any one person) $ 5,000.00 A ❑ Y Y CPS2644384 02/25/2017 02/25/2018 PERSONAL&ADV INJURY s 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ❑ POLICY ❑ PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 1,000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ ❑ AUTOS AUTOS ( ) NON-OWNED PROPERTYDAMAGE F-1 HIREDAUTOS ❑ AUTOS Per accidentI $ ❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ El DED El RETENTION$ $ WORKERS COMPENSATION ❑PER ❑OTH- AND EMPLOYERS'LIABILITY Y/NTATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIV E.L.EACH ACCIDENT s 500,000.00 B OFFICER/MEMBER EXCLUDED? N/A WCPE0000005904 02/25/2017 02/25/2018 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500,000.00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I $ 500,000.00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) License Number: CGC1514716 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave. AUTHORIZED REPRESENTATIVE Miami Shores,F1.33138 y— j ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01)OF The ACORD name and logo are registered marks of ACORD cvvvl 33 ISD , I2EC DIVED MAY 0 4 2017 BY:_- WS 1 1- I ZZS CO OZ 0 LLJD cr > z a o m v _L� r IL 0 o 0 ' LLJ 0 C) d O- 0 o o c~i Ir a- z I m 0 m • . • • •• Q N m u) cn . . . . . . . . .. . . ... . . . ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . INDEX CALCULATIONS OWNER: ENRRIQUE J. CARDENAS ADDRESS: 9509 N. MIAMI AVE. MIAMI SHERES FL. 33150 . . .... ...... 1- DOOR PRESSURE CALCULATION. ...... . ... ..... .. .. .. . ...... . . . . . ...... ....% . . . . .. ...... .. . ARCHITECT:RUBEN JUAN PUJOL ARCHITECT:P.A. A.I.AAR#0010458 TEL.305 968 2155 12237 SW 204 TERRACE MI. FL. 33161. FLpRl � P(jao`9 !o p 045 TFRED N a MECAWind Version 2 . 1 . 0 . 6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 %w;,7.Tecaenterprises.Com. Date 5/21/2017 Project No. Company Name Designed By Address Description DOOR PRESSURE City Customer Name State Proj Location File Location: C:\Program Files (x86)\MECAWind\Defauit.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 1.00 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.000ft At = 0.11 Bt • a l�dd.•• 0096•• Am = 0.15 Bm �6•�i 0.65••• •� CC = 0.20 1 696616 500'QQ•fl •0•�;• i ' Epsilon = 0.20 Zmin ••6�• 15.00•ft 0 0 Slope of Roof = 0.88 : 12 Slope of Roof(Theta) = 4.18 Deg :000%. Ht: Mean Roof Ht = 16.50 ft Type of Roof 0.00=•GablV. 00 RHt: Ridge Ht = 18.00 ft Eht: Eave Height 0*0' 15.6006ft 0%*60 OH: Roof Overhang at Eave= 1.00 ft Roof Area ••;6�;9866�OO�t 0000• 2 •• •• •• • •9960• Bldg Length Along Ridge = 120.00 ft Bldg Width Across Ridge;• 80.006ft 00 6 • • 0 • 6 • • 006660 Gust Factor Category I Rigid Structures - Simplified Method 0 •00000 Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 •= •0. 85 000000 0• • 960 • • • 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 = 0.90 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) /(1+1.7*3.4*lzm) ) = 0.87 Gust Factor Summary - Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems s`c3e' OF V. 040 'epi�J�''• ... •��.i' G AGS it i i i I i a eta i h ' Z . . . . . ...... D .... . .. ..•.. ...... . ... ..... .. .. .. . •..... Kh: 2.01*(Ht/Zg)^(2/Alpha) t �• Ob.87 •. Kht: Topographic Factor (Figure 6-4) = 1.00 •.•.•• Qh: .00256* (V)^2*I*Kh*Kht*Kd ;_ ,4•(L.74 psf Cpww: Windward Wall Cp(Ref Fig 6-6) _" U.80 •••, ; • • Roof Area = 9866.00 ft'•2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 120 ft wall (Normal to Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) ----------- ----------- Leeward Wall -0.50 -24.65 -9.98 Side Walls -0.70 -31.57 -16.91 Wall Elev Kz Kzt qz Press Press Total ft psf +GcPi -Gcpi +/-Gcpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 18.00 0.88 1.00 41.49 20.88 35.55 45.53 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 8.3 ft -0.90 -38.50 -23.63 8.3 ft to 16.5 ft -0.90 -38.50 -23.83 16.5 ft to 33.0 ft -0.50 -24.65 -9.98 33.0 ft to 80.0ft -0.30 -17.72 -3.06 MWFRS-Wall Pressures for Wind Normal to 80 ft wall (Along Ridge) Wall CP Pressure Pressure +GCpi (psf) -GCpi (psf) ------------ ------ ----------- ----------- Leeward Wall -0.40 -21.19 -6.52 Side Walls -0.70 -31.57 -16.91 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 18.00 0.88 1.00 41.49 20.88 35.55 42.07 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) ------------------------------- ------ ---------- ---------- 0.0 ft to 8.3 ft -0.90 -38.50 -23.83 8.3 ft to 16.5 ft -0.90 -38.50 -23.83 16.5 ft to 33.0 ft -0.50 -24.65 -9.98 33.0 ft to 120.0 ft -0.30 -17.72 -3.06 • • •••• •••••• •••••• •• • •••••• • •••• • •• ••••• •• •• •• • •••••• • • • • • •••••• I I I i i i i 1 i I i i MECAWind Version 2 . 1 . 0 . 6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2017 w6- .necae:)ternrises.com (Date 5/21/2017 Project No. Designed Syi Company Name Desg "Address Description DOOR PRESSURE l'City Customer Name State Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd 3, ----2-'-3 I I Roof not ' I I show 3. 5 . ..5 3 2 1 • •: 2 •0000• 0000.• f I 000:0•, •• • •••••• , I 0000•• � 0000 � •• • • • 13 60:000 �i00 "alls Gable Roof`s7 •• •••••• . . . . ...... a ...... • • • 0000•• Wind Pressure on Components and Cladding (Ch 30.*Part 11*0. : All pressures shown are based upon ASD Design, with a Load Factor of .600 Width of Pressure Coefficient Zone "a" = 6.6 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf -------------------------------------------------------------------------- DOOR 8.00 7.00 56:0 4 0.78 -0.87 39.16 -42.82 DOOR 8.00 7.00 56.0 5 0.78 -1.02 39.16 -48.98 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.87 Qhcc: .00256*V^2*Khcc*Kht*Kd = 40.74 psf M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S W 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamiaade.goy/economy Clopay Building Products Company 8585 Duke Boulevard Mason,01145040 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.Prodltct Control Scchion In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve thesqtQ have this product or :• material tested for quality assurance purposes. If this product or material fails to perforni.ig�t4i kcceptcd ma* r, the • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,]WPP J mor suspend t use of� such product or material within their jurisdiction. RE,R reserves the right to revoke this acc�eplaice,ifi pis determined:.... by Miami-Dade County Product Control Section that this product or material fails to raV.t&requnm nren ttsoof the • applicable building code. *00904t666 • This product is approved as described herein,and has been designed to comply with.the F1 ode Building G 01at •• including the High Velocity Hurricane Zone. • DESCRIPTION: Single Car Steel Pan W9 DP62 Sectional Garage Door.upeto;9'-O".Wicle W/ .... Optional Impact Resistant Glazing 0 0 :*6600 APPROVAL DOCUMENT:Drawing No. 104847,titled"Single Car W9 Pan Door",sheets I through 3 a3,dated ;'•••; 05/20/2015,with revision 03 dated 08/11/2015,prepared by Clopay Building Products Company,signed and slraltd by Mark Westerfield,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 RA'T'ING: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. LIMITATION:This approval requires the manufacturer to do testing of all coils used to fabricate door panels.A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami-Dade County approved laboratory.Every 3 months,the manufacturer shall mail to this office a copy of the tested reports. Only coils with average yield strength of 34,000 psi or more shall be used to make door panels for Miami-Dade County under this Notice of Acceptance. 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 shalt be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0225.18 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.U(rcra,P.E. NOA No 15-0622.09 QMMIAMM-DADEouNTY Expiration Date: September 25,2018 s Approval Date: September 10,2015 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104847,titled"Single Car W9 Pan Door",sheets 1 through 3 of 3,dated 05/20/2015,with revision 03 dated 08/11/2015,prepared by Clopay Building Products Company, signed and sealed by Mark Westerfield, P.E. . . .... ...... B. TESTS • 1. Test reports on 1)Uniform Static Air Pressure Test,Loading pr`r WF TAS=-24 ... ;• 2)Large Missile Impact Test per FBC,TAS 201-94 ••.:.. 3) Cyclic Wind Pressure Loading per FBC,TAS 203-g4•••• ;• •• • 4)Forced Entry Test, per FBC,TAS 202-94 "" •'••' ...... . ... ..... 5)Tensile Test per ASTM E800 • Along with marked-up drawings and installation diagram of QQg4X 9'x 8%24�ga. •••, • steel garage door Model 94W9 with windows,prepared by Ariteritai TestZ,ab,.Inc., ....:. Test Report No. ATLNC 1202.01-13, dated 09/03/2014,signgd ajtd seale4 Vy David •• W. Johnson,P.E. •• •••• • "Submitted under NOA #08-0724.04" 2. 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,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of Clopay 9'x 8',24 ga. steel garage door Model 94W9 with windows,prepared by American Test Lab,Inc., Test Report No.ATLNC 0610.01-08, dated 07/16/2008,signed and sealed by.David W.Johnson,P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology,Test Report No.301.60-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. . D 3i �plS Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0622.09 Expiration Date: September 25,2018 Approval Date:September 10,2015 E-2 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor calculations prepared by Clopay Building Products Company,dated 06/01/2015,signed and sealed by Mark Westerfield,P.E. "Submitted under NOA #08-0724.04" 2., Jamb anchor calculations complying with FBC-2004,prepared by Clopay Whtijig Products Company,dated 07/22/2008,signed and sealed by Scott Hamilton,'P'E. • ...... .. . ...... D. QUALITY ASSURANCE •. ;•• 1. Miami-Dade Department of Regulatory and Economic Resources(.ER) .... . .. ..... E. MATERIAL CERTIFICATIONS "Submitted under NDA #07=0809•.14: .• ;•; ••'•• 1. Test report on Accelerated Weathering Using Xenon Are Light"Apparatus perASTM • G155 of Lexan SLX2432T Clear Polycarbonate,prepared by ruiricane Et;gine;ring ...... &Testing,Inc.,Test Report No.HETI-06-A.002,dated 12/0420061 signer *6l Rafael . . ...... E.Droz-Soda,P.E. ••. . ... . 2. Test report on Self-Ignition Temperature per ASTM D 1929,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 the 51h edition(2014)FBC issued by Clopay Building Products Company, dated 06/01/2015, signed and sealed by Mark Westerfield,P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/01/2015, signed and sealed by Mark Westerfield,P.E. "Submitter)under NOA#13-0701.06" 3. Statement letter of code conformance to 2010 FBC,dated 06/26/2013,signed and sealed by Scott Hamilton,F.E. 4. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/26/2013,signed and sealed by Scott Hamilton,P.E. Mae ;1�121_015 Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0622.09 Expiration Date: September 25,201.8 Approval Date: September 10,2015 E-2 4 3 2 CIOPAY MODELS 94 84A 93, 4F, HOLMES MODEL 48 SHEET, REVISIONS 1 OF 3 REV. N0. ZONE: DATE: ECN N0. APPVO:I DESCRIPTION 16 GA. GALVANIZED END STILES ATTACHED TO DOOR SKIN WITH PATENTEO TOG-L-LOC SYSTEM (TWO TOP B - 11/2013 - SH AS TESTED PER WITH IMPACT RESISTANT UTES RAIL AND TWO BOTTOM RAIL, FOUR VERTICALLY ON 18'SECTIONS AND SIX VERTICALLY ON 21'SECTIONS) 02 5/20/151 MW UPDATED TO 3 PAGES FOR MIAMI-DADE APPLICATION AND SEPARATE 18 GA. GALV. INNER DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH 03 1 8/11/151 1 MW I CLARIFIED TOG-L-LOC LOCATIONS AND IMPACT WINDOW DETAILS PATENTED TOG-L-LOC SYSTEM (TWO TOP RAIL AND TWO AT BOTTOM RAIL). ONE INTERMEDIATE SOLE BETWEEN EACH EMBOSS LOCATION.ATTACHED W/PATENTED D D TOG-L-LOC SYSTEM (TWO TOP RAIL&TWO BOTTOM RAIL)AND URETHANE ADHESIVE (ALONG CENTER). --A 18-1/2" X 11" (DLO) / / / IMPACT RESISTANT / GLAZING.SEE SECTION B-B. SECTION Q— P ETAIL'D' I '- DETAILD MUL_-_` HIGHIPURPOSE BOND TAPE. T-STRUT.SEE SECTION H A-A FOR DETAILS. xza OPTIONAL DECORATIVE j/ �� CONAL DECORATIVE SNAP-IN INSERT. / FRONT FRAME FACADE. 773311 uR \ STRUCTURAL SIUCOHE SEALANT (BETWEEN STEEL SKIN AND MAME). j LOCK POSITION 1— I -- - (80TH SIDES). CBS(I}J '-- _END STILE. __ _ POLYSTYRENE RETAtNER It 3/16'THICK IMPACT RESISTANT FASTENED TO FRAME WITH A ONE-PIECE INJECTION MOLDED (10)#8 x 3/4'PAN HEAD SASIC INNOVATIVE PLASTICS LEXAN MACHINE SCREWS. �-- MAX.DOOR WIDTH 9•-0' —! OUTSIDE SLX2.432T FRONT FRAME& _ DOOR ELEVATION HANDLE. GLAZING. 1/2'OVERLAP LOCK BAR ENGAGES IN TRACK ON S.IDEACH SIDE OF DOOR. Q B OUTSIDE KEYED LOQK_W�I I( IMPACT-RESISTANT GLAZING DETAILS LOCK BAR L00-KING. k OF SLIDE BOLT LOCK SNAP LATCH ENGAGES DDDR HEIGHT ONTO VERTICAL TRACK. SECTIONS END ENGAGES INTO VERTICAL TRACK. ONE SNAP LATCH ON 6'0' TO 7'0' 4 STILE. ONE LOCK ON EACH SIDE OF DOOR. 7'6' TO 8'9' 5 EACH SIDE OF 9'0' TO 10'6" 6 DOOR. - 10'9' TO 12'3' 7 Nd 4 12'6' TO 14'0' 8 OUTSIDE END '�, 14'3' 70 15'9' 9 IN IDE SLIDE BOLT KEYED STILE. 10 LOCK OPTION. HANDLE. III* ••• • • • • • •• MANUFACTURING PRODUCT CODE ;* n • INSIDE I*'+NOIE• • • • • • `� s rr •�` ! •• • • • • • PAN-2F143 p `i✓Z8V1StlD OUTSIDE KEYE41_ • _ ' xI wodo�„�y" 4ATS11�� ;DiiSIjN;L�4DS.•+62.0 P.S.F. & -72..0 P.S.F. PART NO.: N/A •• ••• •• UNe St s w(�la�a� 6585 Duke 8au1—d VINULUAD RATING NO TOLERANCES are u Mason,OH 4570:USA `Z� Tei.No.513-770-4800 W 9 D P 6 • ^ .0 m 1.031 2 ^9��"�CO1^P^M Fon No, S13-7740 USA Fq Sy� 00- 1.015 DESCRIPTION: SINGLE CAR W9 PAN DOOR ''•.,,�t R tt I,++'��� AIi•n M/trTCaRrd : •.• ••• • : .�'•4A05• DRAWN BY: SH DATE: 10/1/13 SCALE: N7S UWG.R DESIGN ENGINEM • • • Dog,..% ff% CHECKED BY: MW DATE: 5/20/15 SHEET 1 OF 3 ISIZE L MARK WESTERA LO, P.E. • • • •• • Umess•motae*Ub'cs FLORIDA LICENSE No. M18495 • •• • • r#AENSIONS PRE y!INFy{es DWG. NO.: 104847 VER: M-D ... 2• ... 4 . .. .. . . . .. .. 4 3 2 1 CLOPAY MODELS 94 84A 93 4F HOLMES MODEL 48 SHEET, REVISIONS 2 OF 3 REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION 03 - - - - SEE REVISION HISTORY ON SHEET ONE. D I—2-THICK D HORIZONTAL(TOP)JAMB SECTION A— ( NO LOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT '\ NOTES THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO ) 12 GA GALV.STEEL TOP THE 2x6 VERTICAL SYP(GRADE/2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS ROLLER BRACKET TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. �(2-1/2'x 5-3/81. 2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+279 LB k-324 1B.PER LINEAR EACH BRACKET ATTACHED FASTENER FOOT OF JAMB. W/(4)/14x5/8'SHEET TypE 3. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A METAL SCREWS. FLUSH MOUNTING SURFACE, 4.A 1/3 STRESS INCREASE FOR WIND LOAD WAS N0I USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY, MAX.O.C. SHIP AAP JOINTS. PREPARATION OF JAMBS BY OTHERS 24 CA.DOS STEEL EXTERIOR SKIN WITH 14 GA GEL STEEL C-40 CALVAIZING,BAKED-ON PRIMER AND ENO MICE.EACH NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL A WED-ON POLYESTER PAINTED TDP COAT FASTENED TO ENO c BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE APPLIED TO 130TH SIDES OF STEEL SKIN. STILES W/(4)/14x5/8' 2z8 vERTICpL JAMB BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING -� SHEET METAL SCREWS CODES FOR THE LOADS LISTED ON THIS DRAWING. J<(z) I/C SELF TAPPING SCREWS. ONE 4'T-STRUT PER SECTION.(SEE VIEW'0') EACH T-STRUT ATTACHED 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1/4'x3/4'SELF TAPPING (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2z6 AT EACH STILE WITH(2) VERTICAL JAMBS OR SUPPORTING STRUCTURE) SCREWS. MAXIMUM ON-CENTER DISTANCE STEEL BETWEEN WASHERS RQTI RING TYPE FASTENER TYPE • REQUIRED113 HOLLOW CMU BLOCK WALL 1/4' x 1-1/4'MIN.EMBED ULTRACON CONCRETE ANCHOR 6' 1'OA, .GALV.STEEL BOTTOM GROUT-FELLED CMU BLOCK 1/4' x 1-3/4' MW.EMBED ULTRACON CONCRETE ANCHOR 9-3/4' 1' 0.➢. ALUMINUM EXTRUSIONET ATTACHED WITH(2) VINYL WEATHERSTRIP. /8'SHEET METAL B 2000 PSI MIN.CONCRETE 1/4' x I'MIN.EMBED ULTRACON CONCRETE ANCHOR 8-1/2' 1'(I.D. SCREWS. B 2000 PSI MIN.CONCRETE 1/4' . V MIN.EMBED TAPCON CONCRETE ANCHOR 7-V 4' V D.D. L7 2000 PSI MIN,CONCRETE 3/8'x l-3/4'MIN,EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR IB' INCLUDED 4000 PSI MIN.CONCRETE 3/0'X 1-3/4'MIN.EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR 24' INCLUDED 4 WOOD FRAME NSYP 0.55 SG) 1/2'x 3'LAG SCREW CASTM A307,GRADE A)1-5/8' EMBED INTO STRUCTURE L9-1/2' I'O.D. 4-1/ • FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE.HIGHEST ANCHOR INSTALLED L AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. VIEW "D" MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2",EXCLUDING STUCCO THICKNESS. 4"TALL TAPER STRUT. 0.057"MIN. CALV. STEEL, 50 KSI. MIN, ^� *'' •• ••• • • • • • •SECTION A-A (SIDE. VIEW) a4'co 4AL 14z5/8"SHEET ANUFACTURING PRODUCT CODE SCREWS44ppy� PaN-2F1/3 DESI�N•Lt�ADS:•+62.0 P.S.F. & —72.0 P.S.F. Paar No.: N a �� Unle<e Sto ee O rw'< Cho 8585 Duke Boul—rd WINDLOAD RATING n Mown.ON 4501USAELF 69• TOLERANCES e e _ M YTel.No.513-n0-4800 W7 f' CPPING SCREWS .0 = t.031 B�i1M'9 Produds Company Fox tlo.513-770-4853 14 GA. END HINGE 18 CA. INTERMFDIATF HINGE by • • .00 = t.015 DESCRIPTION: SINGLE CAR W9 PAN DOOR C/.•°:" i1c1 .•,�>)\ VIEW'A" VIEW'B" Cu SNR• • .000 _•t.005 • ,000Ot ._00• &AWN BY: SH DATE: TO/1/13 SCALE: NTS DWG. DESIGt�`Ei(tN� 2p xx: • • • Degrees& *1/26 tHECKED BY: MW DATE:5/20/15 SHEET 2 OF 3 ISIZE MARK WES7ERFIElO <P��`. • • • •• um<.s�t<t.e dtN�xrst FLORIDA ENS`�'h1o. 48495 • •• • • D•ENSIONS ARE R INORES.4DWG. NO.: 104847 VER: M-0 4 3 2 1 ... . • . . •.• . . • . . . • . • . . • . .. .. ..• . .• .• ... • . ... . . 4 3 2 1 �QLOPAY MODELS 94, 84A. 93, 4F. HOLMES MODEL 48 SHEET, REVISIONS 3 OF 3 REV. NO. ZONE: GATE: ECN NO. APPVD:I DESCRIPTION 03 - - - - SEE REVISION HISTORY ON SHEET ONE. D HORIZONTAL TRACK D SUPPORT BY DOOR INSTALLER(TO SUIT). 2'TRACK CONFIGURATION, DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION. DOOR OPTIONAL STOP MOULDING BY INSTALLER(TO SUIT). :. 73 GA GALV.STEEL FLAG BRACKET ATTACHED 70 HEIGHT "L" 16 Ga x 3-1 8 JAMB WITH(3)5/16'X 1-5/8"LAG SCREWS /"GALV.STEEL END STILE AND TO TRACK WITH(2) 1/4'RIVETS. Xyev�^^eK'., 18 2-5/8'GALV.STEEL DOUBLE END 570.E NOTE:TRACK CONFIGURATION tE -Z_Q- 20 Ga GALV.STEEL INTER.STILE.(1)INTER. ABOVE THE DOOR OPENING DOES _ SDCE DETWEEN EACH EMBOSS. D AS REQUIRED:SPACING NOT TO EXCEED 14"O.C. 18 GA.GALV.STEEL CENTER HINGE NOT AFFECT THE WINO LOAD x RATING OF THIS DOOR. �,. 9 8-6, 2-2/2"x12 CA.GALV.STEEL FASTENED TO INTER.STILES W/(4)EACH 2Q$ 63" 2'GALV.STEEL TRACK, TRACK BRACKETS FASTENED /14x5/6'SHEET METAL SCREWS. TO WOOD JAMB WITH II TRACK THICKNESS:0.083'. '- "_ 5/16'x1-5/8'LAG SCREWS. 7/16''US, FASTENER INSTALLED ON ROLLER 50" 1D_8 SHAFT FOR UNRESTRICTED DOOR OPERATION. 2'GALY.STEEL TRACK FASTENED TO 12 GA.GALV.STEEL TRACK 14 Ga GALV.STEEL ROLLER HINGES FASTENED TO END SIKES " BRACKETS.TRACK ATTACHED TO W/(4)EACH/14x5/8'SHEET METAL SCREWS AND(2) 1/4'SELF V TYP.2-1/2'X 12 GA GALV. EACH BRACKET WITH TWO 1/4' TAPPING SCREWS PER ROLLER HINGE. G` STEEL TRACK BRACKETS, _ RNETS OR ONE J'SOLT h NUT. ATTACHED TO JAMB WITH(1) 0-o 24" 1514 5/16'X 1-5/8'LAG SCREW PER i _6 2'STEEL LONG STEM ROLLER TRACK BRACKET. 4- WITH NYLON TIRE.7-1/2'LONG. SECTION C- L C 6 1 PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2'x 5-3/4"x 12GA) 3" TRACK IS ALSO AVAILABLE, ATTACHED WITH(2) 1/4'x 3/4'SELF TAPPING SCREWS. DOUBLE TRACK LOW HEADROOM OPTION (AVAIL.FOR BOTH 2"AND 3"TRACK) UBLE HORIZONTAL TROACK. B g pdd /'/q •• ••• • • • • • •• T�VLSBD • • • • • • • • • MANUFACTURING PRODUCT CODE • • •• • • • • • PAN-2F143 n cn CT,.,,m"a ��rirretlorie. •• •t i ;413; • • ••• • q :. � •• ••• •; 4GM LLIOAIDS: -062.0 P.S.F. & -72.0 P.S.F. PART NO.: N/A A w lean G 0th 8585 Duke 8ouleavrd VINOLOAD RATING r' a ®C�Q a Ma— ON 45040 USA TOLERANCES era Tel No.513-770-4800 W9 D P 6 2 MBM1 PR,�� .0 1.031 Prod.LI Co M Fox No.513-7 70-4853 .00- 1.015 DESCRIPTION: SINGLE CAR W9 PAN DOOR 4�f C • ••• • ••.000 - DWG. •.005 WN BY: Shl DATE: 10/1/13 SCALE: NTS 4 tf • • • • •.0000 4f.•11 • R DESIGN ENGpV��R1aa`" ` • • • 00.9 s mil/2'• CRECKED BY: MW DATE:5/20/15 1 SHEET 3 OF 3 ISIZE 1J MARK WESTERFIELO, P.E. •• :• • •: .k..ONES ARE II •ICH• C. NO.: 104847 VER:M-D FLORIDA LIC'.S No. 84 �.Dyl 4 3 2 • • 1 • • • • • • • • • • ••• . • • ••• . •