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WS-15-2198 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-242387 Permit Number: WS-8-15-2198 Scheduled Inspection Date: September 04,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ABELEDO, DAISY Work Classification: Garage Door Job Address:1144 NE 101 Street Miami Shores, FL 33138- Phone Number (305)562-5880 Parcel Number 1132050190260 Project: <NONE> Contractor: JULIAO GARAGE DOORS Phone: 305-826-0250 Building Department Comments REPLACE GARAGE DOOR 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. September 03,2015 For Inspections please call: (305)762-4949 Page 26 of 42 c v` Miami Shores Village 1 �f �do18t �rS }. 01 10050 N.E.2nd Avenue NE tE ermi Miami Shores,FL 33138-0000 � >, iW 7"7 �i °+rb Phone: (305)795-2204 Expiration: 02/23/201 Project Address Parcel Number Applicant 1144 NE 101 Street 1132050190260 DAISY ABELEDO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DAISY ABELEDO 1144 NE 101 Street (305)562-5880 MIAMI SHORES FL 33138- 1144 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 800.00 JULIAO GARAGE DOORS 305-826-0250 Total Sq Feet: 56 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-8-15-56879 $2.00 08/27/2015 Check#:10118 $ 124.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanninee $9.00 TechnoI99 Fee $0.80 Total:''add $124.60 P+J �2 L"7 +aa Edi C-) In consiAtion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertain in thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptinc is permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required 0 ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWN E R6:AFFI DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construcop and zoning. Futhermore,I authorize the above c r ctor to do the work stated. August 27, 2015 Authorized Signature:Owner / Applicant WCoAtra6tor / Agent Date Building Department Copy Augu27,2015 1 'I Miami Shores Village Building Department AUG 21 W5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 201 BUILDING Permit No. PERMIT APPLICATION Master Permit No w�;I`5 - 9 Permit Type: UILDING:1 ROOFING JOB ADDRESS: l City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 32,65 "U l q " 09'(00 T Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): V��I JV -e l lC do Phone#: 5 5 loZ- 5� 0 Address: 161 City: t State: EL Zip: 33 �3 Tenant/Lessee Name: Phone#:_ Email: V RC-)C C e CONTRACTOR:Company Name: Y J 1, Phone#: 05 Address: City: > State° Zip: d'sd 110 Jac Qualifier Name: Phone# lid`x 1 �� QA Certification or Registration#: Certificate of Competency#: T owk Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ O vim' 'ou Square/Linear Footage of Work: 510 Type of Work: ❑Addition ❑Alteration ❑New ®'Repair/Replace ❑Demolition Description of Work: Color thru tile: ��x��m�x�x�mx��u��x��Fees��mm�num��nx��x��•��x��a�u� Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ y ' 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 no ' of comme nt must be posted at the job site for the first inspection which occurs seven 7 days after the building permit ' is ued In t ab ence such posted notice, the inspection will not be a e a reinspection a will be charged Signa Signature Owner or Agent ntractor The foregoing instrument was acknowledged before me this 09 The foregoing instrument wasknowl#ged before me this day of ,20 15,by .�l d� day of 2�P 20-,by -r , who is personally known tome or who has pr Y r rso=Ikmnown�)me or who has produced (',l F�.�e As identific 'o . I�;, o did taKR �O CASTILLO ,to Notary Mate of Florida as identifi� o an who did take an oath. NOTARY UBLIC• =r* Comm.Expires Sep 29,2076 ,,,,,,,•f TARY PUBLIC.J�pRY pVe YARET K CASTILLO • r, •o;=My Commission#EE 20586Assn e; .` ? Notary Pubiic-State o1 Florida , Bonded Through National Notary +• My omm.Expires Sep 29 2016 s �o C mmission LU #EE 205866 Sign: TT Sign: Print 1 I I V u9 ahonal Notary Assn. cc�� Print: My Commission Expires: .. *Mbef 1(r 2-01Q My Cot Ex ices. �3GYdTzYY) 3' �—li IO AD J APPROVED BY ( Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Prop'erty Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER .. s'<. Summary Report Generated On:8/27/2015 Property Information Folio: 11-3205-019-0260 Property Address: 1144 NE 101 ST Owner NANCY VALDES JTRS DAISY ABELEDO JTRS 1144 NE 101 ST Mailing Address MIAMI , FL 33138 {i Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT �f srilli '}, Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft F• Adjusted Area 1,731 Sq.Ft Taxable Value Information Lot Size 8,775 Sq.Ft 2015 2014 2013 Year Built 1948 - - -- - - - County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $185,114 $183,249 $179,802 Land Value $267,765 $236,979 $160,373 School Board Building Value $86,204 $84,127 $84,127 Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value $210,114 $208,249 $204,802 Market Value $353,969 $321,106 E$244,500 City Assessed Value $235,114 $233,249 2 Exemption Value $50,000 $50,000 $50,000 Taxable Value $185,114 $183,249 $179,802 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes AssessmentTaxable Value $185,114 $183,249 $179,802 Cap Reduction $118,855 $87,857 Portability Assessment $14,698 Sales Information Reduction Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 05/14/2012 $300,000 28125-0155 Qua[by exam of deed Second Homestead Exemption $25,000 $25,000 $25,000 04/24/2009 $100 26847-2106 Affiliated parties Note: Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 3 BLK 177 LOT SIZE 75.000 X 117 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 http://www.miamidade.gov/info/disciaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/27/2015 y. I I AUG 2 7 2015 — -2.1g9 Miami Shores Village } A PROVED BY DATE Q X Z NING DEPT BLDG DEPT VP41 PLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 0000 • • • .. a .. . . • . • 000.0• •0000• • • • • • 0000 • •• 0 000• • • 0000•• ••• • 0690• • • • • •• 6• •• 0000••6 •6••6• • • • • • • 6••06• •0000• • • 1 •00008 •• • • • 6 • n -S r � tj t� Yqwarr GARAGE DOORS WORST CASE SCENARIO DESIGN PRESSURE CHART,ENCLOSED BUILDINGS 2010 FLORIDA BUILDING CODE DADE COUNTY FLORIDA 175 MPH EXPOSURE C EXPOSURE C EXPOSURE D EXPOSURE D' Roof Design Pressure Mean Design Pressure Mean_ Design Pressure Mean Design Pressure Door Door Door Door Roof Dir Door Roof Boor Door Roof Width Hei ht HPositive N atrve Width Height Height PosfOve Negative ;Width Height Heil:"€ Positive Width,Hee ht He bt-Posttivls eS 8 7 35.6 -44.7 8 8 35.2 44.0 8 7 432 =64 2 11,87 ` 8 '427` 53,4" 9 7 15 35.3 44.0 9 8 15 34.9 43.4 9 15 42.8 s53.5- -. $ 15. 42.4< 52.8 i'. 16 7 33.8 41.0 16 8 33.4 40.4 26 7 41.0 49.8: 8 40.8' 410 18 7 33.5 -40.4 18 8 33.1 -39.7 18 7 40.6 : -49.1 : ' 8 776T -48.2 8 7 38.1 45.3 8 8 35.7 44.6 8 7 ��43.7 54.8 $ 8 43.2 x54.0;;` 9 7 16 35.7 -44.6 9 8 16 35.4 -43.9 9' 7 16: 43.3 '- 754.1 9 8 16 42.8 532=�' 16 7 34.2 -41.6 16 8 33.9 -40.9 16 7 41.4 ZOA Jr, 8 41.0 -49.5 18 7 33.9 41.0 18 8 33.8 40.3 18 7 41.1 49.8 18 $ 016, 8 7 36.5 745.9 8 8 36.2 -45.1 8 7 44.1 ;' -55.4 S`e 8 43.7'. 545::' 9 7 17 36.2 45.2 9 8 17 35.8 44.5 9 7 17 43.7 $ 17 16 7 34.7 42.1 16 8 34.3 41.4 1 fi 7 41.9 50.3 16 8 41.4 -WA 18 7 34.3 -41.5 18-1---8-1 34.0 -40.8 1$ 7 415 -` -50 2' 48 8 41.1 493 8 7 37.0 -46.4 8 8 36.6 -45.7 8 1 44.6 - .-55 8 8- 44.1 : ::t55;1 `. 9 7 36.6 45.8 9 8 36.3 45.0 9 7 44.2 -55.2 9 $ 43.7 54.3 16 7 18 35.1 -42.7 16 8 18 34.7 -41.9 16 7 18 '. 42.3 51.4 16 8 9S •.9 �7 6'`. 18 7 34.8 -42.0 18 8 34.4 -41.3 1$ 7 41.9 A -513.7'' 18^'s' -,;8 41 5: 49 87" 8 7 37.4 46.9 8 8 37.0 46.2 8 7 45.0 -56.5- 8 8 44.5''- -55-6; 9 7 37.1 -46.3 9 8 36.7 45.6 9 7 44.8 -55:7 9 8 44.1 : .-548 16 7 19 35.5 -43.1 16 8 19 35.1 -42.4 16 ? 19 427. ' -52,9 16 8 18- 42.3: "51.0 18 7 35.2 42.5 18 8 34.8 41.8 18 7 42.3 54.1., 18- !:8 41.9' 50,3 •8 7 37.8 -47.4 8 8 37.4 46.7 8 7 45.4 -57.0 8 8 44.9 -56.1 9 7 37.5 -46.8 9 8 37.1 46.1 9 7 45.0 vr6.2 9.' '8 44-5x3 16 7 20 35.9 -43.6 16 8 20 35.5 42.9 16 3 20-.' 43.1 5Z4�: S 8 �0` 426.= . 51Z 18 7 35.5 -43.0 18 8 35.2 42.2 18 7... 42.7 :51.8 422; >5fl.7 I. 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45,8- -57.5 9 7 37.8 -47.3 9 8 37.5 -46.5 9 �7 "45.4 %Jr`' ! � �_z .144% 5fr.8 r••••• 16 7 21 36.2 44.1 16 8 21 35.9 X3.3 16 7 21 .= 43.4 -52-& 8 2t 0 51.9 I: • 18 7 35.9 -43.4 18 8 35.5 -42.7 18 7 43.0 i �-5Z0 i t8 8 4� =51:1 •• 8 7 38.6 -48.4 8 8 38.2 -47.71 8 7 46.1. X579 579 •••• 9 7 22 38.2 -47.7 9 8 22 37.8 -47.0 9 z7 � 45.7- '57.1=- .19 Al*1D� 4918 i . 2e••••i 16 7 36.6 -44.5 16 8 36.2 -43.7 `16 7 43.8' -53.3 t6r' • 18 7 36.3 43.8 18 8 35.9 43.1 1 8 7 43.4 nS 18 8� 8 7 38.9 48.9 8 8 38.5 -48.1 $ . 7 48 5 58:4: Sir ••• 9 7 38.6 A8.2 9 8 38.2 47.446.1: 7..8- • 8 .5ti.7+4 000 • 16 7 23 36.9 44.9 16 8 23 36.6 44.2 16 3 23" ,44.1 + 537 " "r 23 .74: =52.8 •••• 18 7 36:6 44.2 1 18 --8--J 36.2 43.5 7 18 7-1. 43.7 52.9 3 520 r • 8 7 K38.9 -49.3 8 8 38.9 -48.5 8 7 46.8 -58.$;; 8,. •'$0 46;4:;: -.>67.9 • 9 7 -48.8 9 8 38.5 -47.9 9 7 46 4.� 58.0 $ x57.1, •••• 16 7 24 45.3 16 8 24 36.9 44.6 16 7 24�; 44.8 54t'�'s 6. 2#= 44.0.1- =83.1 e' • 18 7 -44.6 18 8 36.6 -43.9 18 7- 44.2 53;3 ' $'. 523 •••• 8 7 -49.7 8 8 39.2 -49.0 $ 7 47 2 -- -59.2= 8 $ 457+9 7 25 -49.0 9 8 25 38.9 -48.3 9 7 25.! 46.8 -,W.4 9 _ 8 2g 46.3 -57.5 16 7 45.7 16 8 37.2 -44.9 16 7 44.8 X54"A e X16. 18 7 1 37.3 -45.0 1 18 1 8 36.9 -44.3 '1 18 7 44.4 ? =53.6 18 $ 43.9 -52.7 ` Notes: 1) Design pressures have been calculated using procedures listed in ASCE 7-10,Chapter 30,Part 1,for Low-Rise Buildings. 2) The calculated ultimate wind pressures have been multiplied by 0.6 to convert to the nominal(ASD)design pressures shown. 3) Pressures have been calculated based on an enclosed building,any roof slope,Risk Category II,residential application. 4) The design pressures assume the entire door's width is in the end zone(zone 5)of the building. c 5) Most garage door openings willnot be located completely in zone 5. Therefore individual +,••"""'•:�* o h calculations will result in lower pressures. In Nf+" ••, R N 6) For mean roof heights less than 15',use 15'pressures. o� s• +• 6 z 7) This Table is only to be used in conjunction with Amarr Garage Doors. i �.+``�"�'•.4 't P o wE s +� + �° JLL � � � • 1r� W.LL. = e • 165 Carriage Court-Winston-Salem,North Carolina 27105 Phone(336)7445100.Fax(336)744-5815c o> www.amarr.comE�i */ +• STS OF + ; oa v 9i ++ y •� v M 2 3 E 2 •+ � i MIAMI-DARE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 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.miemidade.eov/economy Amarr Garage Doors 125 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 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(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. 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 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to 9'-0"Wide(DP+51.1,-60.3 PSF) APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,.Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sqle eby. Tomas L.Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revl�io4 Sump with tl1t; so**:* Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Wcti %00 0 000800 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant see• LABELING:A permanent label with the manufacturer's name or logo,3800 Green.*,YVy*circle,Lawrence, :9600: Kansas,model number,the positive and negative design pressure rating,indicate ittlp#gtrated i apljlloable, ••••• installation instruction drawing reference number,approval number(NOA),the app4gb p test 4ggdar.&,and.;..i the statement reading`Miami-Dade County Product Control Approved' is to be low3t&l dli the door s,tide ...... 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 bhp pc.ange•••••• in the applicable building code negatively affecting the performance of this product. ; .0. - • TERMINATION of this NOA will occur after the expiration date or if there has been a rtMsioll or ch4p%e3fi jhe • materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anyproduct,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and- shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0503.06 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 15-0505.11 MAMIOADE COUKr r Expiration Date:September 4,2018 Approval Date:July 16,2015 ( Page 1 w Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA#13-0503.06" 1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Oak Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets lthrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L. Shelmerdine,P.E. B. TESTS "Submitted under NDA#13-0503.06" 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc., dated 06/11/2013,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 B 117,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/03/2013,signed and sealed by Gary T.Hartman,P.E. 3. 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)Tensile Test per ASTM E8 5)Forced Entry Resistance Test per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R, dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. 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 along with marked-up drawings and installation diagram of 9'x 7'Nlodel.950D 144�Se with ...... Durasafe,24 ga Sectional Steel Garage Door,prepared by Americad Zest tab,Inc..TOst •• Report No.ATL 0311.01-03R,dated 06/22/2006,signed and scaledbyAavid V JTpuSon, .•..;. P.E. "Submitted under NOA#08-0718.01" 000:60 0 C. CALCULATIONS "Submitted under NOA#13-0503.06" •••• •• 00:000 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04t'*"Q13,sigde4 a4d 99990 sealed by Thomas L.Shelmerdine,P.E. 0006 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 0=2412,signed and '. sealed by Thomas L.Shelmerdine,P.E. "Submitted under NOA#a8-07'1 x.01" ••• 6 D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 9 edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and seatA;iLolvls L. Shelmerdine,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4,2018 Approval Date:July 16,2015 E-1 ADJUSTABLE ROLLER CARRIER ATTACHED VJ(R)V41 x 1/e1 1"DURASAFE 0 0 �-T-L NUT PER��T CERM HINDS V41C D 3 6A FLAG BRACI�7 A7TAC1o:•D 70 VO® ® AMB V/C9 1/4'z 3/4• ' HEX FEAR SCREWS VJ C9) 6 %1-5/A'CAG HIA.TS AND TO P.,t1BCK GA C44HERCTT TRACX VJ CK V4•eD x 9/B TRAGIC 3PLICE 70f'14-ructuse0 ATTACHED Y/ S0.T3 AxD HUTS AD V4•x 3/L fE BNEAR SCREWS .. 3 9/S'E'C(AL R`1RIISS ATTACHED ADJUSTABLE SLOE BRACKET ATTAClIEq 1C OA V.COW{ERCaO. V/EA 1/4'r 3/4• v/t0 V4•z f/R'BDIT AND NOrS TDP ROLLER BRACKET •• FILX HEAD SCREWS AT 24 DA Kst EXTERIOR SIGH ATTACKU Y/C4)V4•z EACH CEN)ER STNE - ' ' afDAi3p 31 EXTOiFN SIGH 3/4'HEX BRAN • _. PER S•ION 3rEH ROLLER rz - :1 yswgP��ll�c�l�)f iR.0 AT'DDfl LOCA1fON TYPICAL F - sFWReI>{o JA p WADI(affiohGB`aWA�.K t e%a N.TJL i ffiE GABLE>h REcA1OED BEDNA EIIN .._.. 5 TYPICAL DRSAF£CENTER INCE 2 Tsw-Teo InA6BAn..AraiR^oB/1eD' uAxD BRAIXSET 3 9/B•99GA -7Y815S PFR SECiI�'7 i 12*A.OAL4'area. BlUK i T <iHRWPD AORA 1Y/(17 1/4"-20 N DiACH� T B NCfi sTAE STIFFENERS(3) 2 LOCATED Ot HINGE HOLE(B) @V TOP SECTIDN ORLY F THRHHICAI �A�srF sT�) )4 aA E 1 6 4 TTYPWALTIL CB (rat 3)ON PAGE3 OM��TO 14 TAu OCK)" A 3 O/S'N X Re GA (3 GAB'S7IlE ENER�r1 R-7RUSs)OALV.STEEL R3f4' LOL'MTIOH� SEE TABLE 4 @!PAM 3 A SEE GABIE a OLl PAGE 3 H.T.S. J Fqqf��TXRTN3fE0 SC H)1/4'x31Em 4' FOR ST"PLAcram FOR SMr SPAC UID STILE�BAHO(0)1134 Ax 3314-t= HSErANDESCREV3 AT EACH CENTER INSIDE ELEVATION N.La ADJUSTABLE SLIDE H*0-" 14 TA VIEATTE )9•eOGA STRUT AT ATTACHED WAM 1FlltoiE ATTACHED eOTIOH PANEL 3/8•TRAGIC BOLTS Af(8)11 41 m 84' 14 GA OWIASAFE A.x7yp Rpyg p T1@EE - DNL STEEL RETAwENYME DUCCEIRVI RD 0 MWO CFMM pylT 3 R-TRi4"IBRASATE YENTs�E01iAll9S Sa INCHES ° V/SOiTCRI sEAIa 111, eD& A kfa6WWA PoC NT8.668&FGilaFD CB-1t-0S 9O7 V4•X 3/4•IMX HEADO END Sr V(9)VCIFED 3/4' EX tsJw SCICEVS PER CIRR08 SEG110N A-A($JDE VIEWi a aD[�om m/I>Jn w6 N is or MAX SIZF ,A'BBFH01i8D43j, Io RALL 91T V x 14 p7 °oo SHE(!,vee A 3 11/8•e 'l@76 STEN ROLLER DESIGN $ Ob°°� C'G•�• SRRgLDE LOCK EAIDpRFB IMG vERr3CA1 CIPTIaNAL T RETAIL +01.1 PSF �Au4TRACH ON BOTH SIDES% HBt N.T.a 6 -80.3 PSF r(T a ATTn ;�„ r LARGE MfSSLE - 0D 3/4•)DSC MO SCREUT IMPACT RESISTANT � � ST'A'it: PICAL 11IDtASAFE END HINGE(-13 1 LARGE MISSILE �Qrpi(�•..h P,••��C B8TTOpXp�fo �� B/16•x L O/8•LAO �ATTA�CII D7 Y1% CTT �g�L$ 'oee��. O N\<;•�(,s o°°° +fit 3 3/4•HDL B/TIEi081E SEFL AATTTAGIEO V�011)LCE b'TILE V f1I PER t®W4'% 6 2 JB,Ij��1�••�"8000 81DER00t1 ( eT wsTALLErty TO DOORS S%IN Alm GD 4 • • • • Int xEAsR9000iii �hnaatnlTae g So- rn OD DA cENrER STNFS TOG-IL-LOC AT THE TOP AND • • . . . . .AT4S�wD FL 9 ATTACHED.ant BOTTOB Ran. . .. . . . • . WFY11� TUG-L-LOC AT T„E TlY 1010 t)7/Ifl'NA •• • • • • ••• • a+ILpIN1CT W�VL4GD• BIJTTtBi To�� r A+xEa • • • • • • • • 0 a 9�8 �°p _AM 000 •• • • • •• ° ° gTd1A6yC•RA °°• BDrra4 BRAACET � 16D twwrwEwx voterm-at",VC. IM03 WVA4pRit9a1 r to BALI srELT f3 DA arrACHED MODEL e60 ataRrraas(t#a)loDD.>aDo f O'Not STEN ROLLER YR3)V4•X 3/4' DJ MODEL SDD OAK 801�[T[$4 CA)IoaO.END• • • ••• • • Mx HEAD SCREVS M48Ar Slam,LOW.MIEN.AND OATC SDUM PANSG9 s/B x X Be a. 2 M1Y,flTEEL TRAdi • • • • • • • SII wa or to DAQ 0/Da o ft SP=IN z AND (3 5/81 R-TRUBS') 7Ri1QC 71DO@NT MQA • • • • • MAL HOTTTAI$RACKET am s 4 u8 Hoer AND NDT PER art's vSmoAt4UOR • • • • • •N .& 6 aEOGD BT ARI DAtt N/Hj0.T 1RC-9508-1${!-2i rAHe BRATJ¢7 TRACK MOUNMID DETAIL om&%OEM*i• i•• ••• ••• •• sm I OF 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPECIFICATIONS AHD NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED YO THE VERTICAL TRACK, FROM THE TRACK'ME LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF, +230.0 LBS/FT & -271.4 LBS/FT INTERIOR of GARAGE 3.DOOR AND HARDIWIRE WILL BE OESIGNE%MANUFACTURED MAX.VI @'0` AND INSTALLED WITH STANDARDS AS SET FORTH BY OAS" ROLLE4.DOD FORMED,WSECTIONS/BAKED ON POLYELL BE 24"STERB)FINISHMIN•MINOR SIGN S.DOORS UPTO TO`HIGH CONSIST OF(4)SEDIMS AS SHOWN. USE(1)3 5/8"R-TRUSS PER SECTION DESIGN LOADS e ON PPAGGEE 3 (a)SECTIONS REFER To TABLES 1 AND 2 -271.4 LBSTFT SEE NOTE 2 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS ORAWINO IN ADDITION 70 OTHER LOADINGS. 8. TMS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE A MINWM(OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A CADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER, EVERY 3 MONTHS,4 TIMES A YEAR,THE MANUFACTURER SHALL MNL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WRH YIELD STRENGTH PRODUL'1'IIBYI�Q P1t01%ICTRL'V(8ER OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE reae�l wt0t11°NIaWI meaapif wfflUePImIO• COUNTY uNDFJt THIS NOTICE OF ACCEPTANCE. ft BlAmftcoft AV Ns 6$ By tdi{n Aadacl WOOD JAMB ATTACHMENT TO STRUCTURE slovacrmm jug jor A A'RRd@WW2IAFBC10aL�A:FGSHOD0/41-11Sd 16'X 3' SCBE sr NG 6•iROM ENDS THEN 20'O.C.0 I/E'EKW MNT) B OU1D)DIBC 20.0 •h+A1 L7I KVD(&B.T 3/8'X 4'STARTIN FROM ENDS THEN 24'O.C.O!1/E'EMBEDMENT) )MX tt0{IIIiIlflf HILTI SLEEVE ANCHOR 3/8 X 8-3/4'STARTING G'FROM ENDS THEN 18'O.C.(1 1/4'EKBEDHEW) 9,>r 1144€ 000 (J•H f1�� ._"'9 ITV/RANSET REDHEAD(TRU-MILT)3/8'14'STARTING 6'FROM ENDS TREK 24'=M 1/E'EKBEDNEN'f) 0,00 C,S-•...�L�NN, UN x Ax op[TBCIDIENT iD HDLLON c-sD aLncK DESIGN L11 OADS v��P.•�pENS+'• 'P�o STMPStAI 1/4'X 3'717EN FWFI 6'FRDM ENDS.USE PAINS OF FASTENERS +61.1 PSF mb(y�•� F' d' (3'APART)AT 8.=0 VR'EMBED)SFIT> -8113 PSF toTf o� s2t11 s H1LT1 1/4'X I!-3/4'KWIK-M H+SMVS STARTING 6'FIENDS.USE PAIRS D0F ¢ dti: FASTENERS(3'APART)AT S'GC.0 1/0.'FRBEDKENT) *2ATTAMEWT 713 HIM SLEEVE CHOR 3/e'X 1:-3/4'STARTING 'FROM ENDS TH i:B'O.G(t 1/4• If +Lj ENBEmu)@R.USE FASTENERS FOR Hm1 w C-90 BLDCo •: STATE OF �.W4 TT E .6"AND DOLTS CAN BE COUNTERSUNK TI1 PRWIDE A FLUSH HNR4TOBi SIfRFACE. �ABSSIE �•••, P `�O P.j � � •• .••• »REPARATION OF VODD JAW BY OTHM cTlNCRETE ImI.LDV BLDG STRUCTURE 1iE>ASTANCE �L oo�ssfoNA��`p0��`,` y� SS • • • •gCRJRE• STRIICTItRE STRUCTURE �C �+ • • •• • • • • • 1 I 1/ E-3 i-1/E'HIN 4• 168 CN'+NAG£CDNT VROTT�-SfiER.BC. 07109 WYAItktlEMH 6g JARS MOM 060 10111 GS(24((IN 1000,111 mo • 000 • ••• i 0P! NW MBRORO,oDXL�Tpgp�gpL98B,AND OAK SI 0'PAAMS AVAILABLE TRACK CONFIGURATIONS i • i i •• i i i i � �R DU to OT/T/AT I IBmlAm N.T.S. •• • • • • •_ • • • 8Wn BY ME I DUI Wfiva IRC-9509-t80-21 • •• • • • • • • • W 2 W 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDEDDOOR SECTION HEIGHTS Seetton center stag Location HEIGHT SECTION CONFIGURATION) TOP HEIGHT Balt #2 #3 #4 #5 #6 #7 #8 _Panel typo (Measured from Left Edge) A B C D E F G H T ,r Width 1st 2st 3rd 13'6" 21 21 21 21 21 18 18 21 T 6 1/2" 18" 37" 68" 76 1(2" rs c3 : `,� s � s $ .��a 1 b 8'0 Lo 24.000 48.000 72.000 4: _ � . 12'6" 21" 18" W, 18" 18" 18" 18" 21" CIO Bead 24.026 48.000 71.375 8' 61/2" 16" 34" 52" 70" 881/2111 • � i 2 1_ ,b M-1-110 31 T ., �. . s'12 Lo 2a.so0 a9.0oo 73.600 11 8 21 21 21 18 18 18 21 9' 51!2" 13" 31" 49" 87° 86" 1001/2" _ " " �� " " �� " " 9-2 Bead 26.125 49.000 72876 ommmi MO IV an MOM 1 90`6" 21" 21" 21" 21" 21" 21" 10' S 112" 18" 37" Sr 78" 84" _ 112 1t2" e'a Long 26.000 60.000 75.000 ° c�T x s. ..' ? r 8'r4 Bead 26.025 60.000 74A 6 11'. 61/2" 16" 3AV 62" 70" 88" 106" 241/2" 916" 21" 18" 18" u18" 18" 21" 8',B Long 26.600 61.000 78.600 We Bead 26.126 61.000 76.876 12' 51/2" 18" 37" 68" 79" 100" 118" 1361!2" 8'6" 21" 21" 21" -18" 21" MhoffMe,,; SVA 8',8 Lori 26.000 62.000 78.00° 13' 51/2" 18° 37" 58" 78" 94" 112" 130" 148112" T 6" 18" 18"; 18" 1 B" 18" 8 i8 Bid 28.8 62.000 --f7.376 c .62 14` 6112" 16 "37" 58" 79-1100-1121-5142" 1601t2" 6'6" 121-1 .18"1` 18-121-1 1110 B10 ead 27.126 W.= 78.876 63.000 ° TABLE 3y: _. DOOR TRACK ATTACHMENT SPLICE $'° re 27.000 644.000 81.000 9 j Bead 27.825 64.ODD 80.376 HEIGHT A B C D E F G H i J K L M N S w � � 451- .�' .>`':, L'.w-.'-"• jj T 3" 14" f 27" 38" 46" 56" 68" 76" �' r�sPnaras mDl - �. -1 � , a At�ualna000reClaa�t<ad;saoDn as-"-ol tte v P ' e MMIDla:aro Po/IS)11 re $' 3- 14" 2T' 38" 46" 56" 68" 78"t 88" _ MAXam `e,�UllYrllp��, 7 " o " o' "~ u u n } iR00tJCfA6V1980 a 511 OA B'" 0ae�o@�PS'`..ENS fig9°ems - �9 3 14 27 38 46 56 68 78 88 100" n ° wi0l�be Fiwlm -80.3 PSF , C'`y�j m . . WAR R 7 -. r � Z"-,: No 5048670 0 112" „ IV x� >"�, u n " " tt a u� e 10 3 14 27 38 46 56 68 78 �88 100 ,: U. I-y 13 � ' ' 8 -- - •,.< , LAM i98SlE ri o'er• BTAT�•06 4/ya� • _ Ic: . . f' a-.}..,,�.'4 ae �. - Pr0•a1 Papel m UJ o- § t " n .�: " n• a -"T t ", " " " .fWPAW 11 3 14 27 38 46 56 68` 78 88 100 110 124" FL " " " " " ' " ce 1;14" fiL2' � 1,36" �tta>xwrwsvraDsn 12 3 14 27 38 46 56 88 78 8• �caoq>yleawraa•e�e+ ��/.,`�:� r JLi ° WWA ;. as N" ;{�6 `( IT. 3" 14" 2T' 38"` 46" 59' µ68" 78" 86'3100" 114" 122" 134" 149' "� "50 on "i>a o ,"",` mom eao WX SO s(aa oA} ) LO aooa ,;y 'µ55 3SODSL�6 OAR aU ,A PA DA)LR00.E080 1A.10-Y111 m 'Lc $QO>tT.>AN6�17aOaR. OAR gDl�lT PANB)3 14' 3" 14" 27" 36" 46" 5um 6" 8 7 " $$" 0" TIN-1122-193C-1146-1160" ° "' °Aff Oliva ram B MM er sal mar a3ANm IIRC-951�R-18U-2t ALL'MACK ATTACHMENT SPACING+/-W;SLLOWVVATH Ugg ff %. 2 dh,NTTit(;LY 9ttt 3 W 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •