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WS-15-2169 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243314 Permit Number: WS-8-15-2169 Scheduled Inspection Date: September 15, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: PERRA, OTTAVIA Work Classification: Garage Door Job Address: 10659 NE 11 Avenue Miami Shores, FL 33138- Phone Number (305)322-8777 Parcel Number 1122320280320 Project: <NONE> Contractor: JULIAO GARAGE DOORS Phone: 305-826-0250 Building Department Comments REPLACE GARAGE DOOR (8'X T) Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-243176. CREATED AS REINSPECTION FOR INSP-242815. CREATED AS REINSPECTION FOR INSP-242157. Missing attachments for 2X6 No permit on site Failed ❑ No permit on site 9/11/15 ********305-322-8777 CALL BEFORE GOING Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 14, 2015 For Inspections please call: (305)762-4949 Page 41 of 56 Mffi� �eKO1s°,c Miami Shores Village ` 7 jpef��illf �111tt@IS, 10050 N.E.2nd Avenue NE 'a Door Miami Shores, FL 33138-0000 Phone: (305)795-2204 hermit�aC1�A l� E>I Expiration: 02121/2016 Project Address Parcel Number Applicant 10659 NE 11 Avenue 1122320280320 �.. OTTAVIA PERRA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell F OTTAVIA PERRA 10659 NE 11 Avenue (305)322-8777 MIAMI SHORES FL 33138- 10659 NE 11 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuaatiotio. n: $ 878.75s µH~ G W Valuation:JULIAO GARAGE DOORS 305-826-0250 _.... . _ Total Sq Feet: 56 Type of Work: REPLACE GARAGE DOOR(8'X 7') Available Inspections: No of Openings: 1 Additional Info: Inspection Type: 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-8-15-56847 $2.00 08/25/2015 Check#: 10113 $ 124.60 $0.00 DCA Fee $2.00 Education Surcharge $0.20 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $0.80 Total: $124.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBJNGECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVI : I c€dify thhe egoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an g. Fut ermoth r ze the above-named contractor to do the work stated. - August 25, 2015 Authorized Signature: / Applicant / Contractor / Agent Date Building Department Copy August 25,2015 1 Miami Shores Village AUG 2 5 201 Building Department , I 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 2014 BUILDING Permit No. U) _i S—21�vC( PERMIT APPLICATION Master Permit No. Permit Type: CBUILID)ING ROOFING JOB ADDRESS: � � City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I -L 1 n . 1 1 - � J w Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):�1 I 1 V I�� \V V Ul Phone#( 3Z Address: . City: L State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: ''Company Name: �,1U LU `�`r'U�,t�� /U 1 Phone#: Address: V U� N ,w �,p r1 S-� d A. A `t�') 7 City: 1 U -� l (,(A�l��i� State: I' �_ Zip: J 5G I b Qualifier Name: Phone#: 00 State Certification or Registration#: `Certificate of Competency#: i �-1-+�1 6S 0 3 Y Z Contact Phone#: ���(e - ���U Email Address: 1�Ir ��(}I S (6 ky'T M c i I Co, DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ O 5 Square/Linear Footage of Work:_ Type of Work: ❑Addition ❑Alteration ❑New 1Repair/a War, Re lace ❑Demolition t Description of Work: 1 Color thru tile: 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$ 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 wA be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement st be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the able e of suc posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 Signature Signature Ownk or Agent )acowledged ctor The foregoing instrument was acknowledged before me this J The foregoing ins ent was before me this Ckday of �� 20�,by ©�C=1y1 �e1 �C, day of 20 / y ,J t�yr .Jy f u who is personally known to me or who has produced who is personally known to me or who has produced L i C- As identification and who did take an oath. Or 1 V((S L i C as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig �'c"` Sigrv2�A V/431-"1-LV Print: Print: !yt t i- Z My Commission Expires: pprr LILY RAMIREZ My Commission LILY RAMIREZ Notary Public,State of Rorida a�:...o� rr' r`;� Notary Public,State of 67otid8 Commission#EE208238 My Commission Expires Jun.10,2016 N SEA�!�c Commission#EE20 W '�oFf�e� M4Commission Ex*ylres 0 01 ****>k**** ******************** **** **** ***** **x*x<**x**** **************** *** ***** * # * * *** APPROVED BY � �Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) - i i1111111111111111i111 11111 11111 11111 illi sill CFN 2121 1 58452 57?0 OR eY, 29738 F9s 1733-17334 QF9s) RECORDED 08/14!2015 1:9:54:31 This instrument prepared by: DEED DOC TAX Q Y 552.01 i John F.Hotte,Esq. HARVEY RUVIN, CLERK OF C:OURJ' KRINZMAN,HUSS&LUBETSKY, LLP VIIAMI-DADE COUNTY, FLORIDA 100 Southeast 61 Street—20"Floor Fort Lauderdale,Florida 33301 Folio No. 11-2232-028-0320 WARRANTY DEED THIS INDENTURE,made this_L,7 day of August,2015,by and between Andrew Easton, an unmarried man("Grantor"),whose address is 10165 North West 19'h Street, Miami, Florida 33172, and Ottavia Perra, a married woman("Grantee"), whose address is 10659 North East I 1 Avenue, Miami Shores, Florida 33138 WITNESSETH: That Grantor, for and in consideration of the sum of Ten ($10.00) Dollars and other good and valuable considerations to Grantor in hand paid by Grantee, the receipt of which is hereby acknowledged, have granted, bargained and sold to Grantee, and Grantees' successors and assigns forever, the following described property located in Miami-Dade County, Florida: Lot 4, Block 3, Miami Shores Estates, according to the plat thereof as recorded in Plat Book 47, Page 58, of the Public Records of Miami-Dade County, Florida Property Address: 10659 North East 11 Avenue, Miami Shores,Florida 33138 Subject to: (1)taxes and assessments for the year 2015 and subsequent years; (2) existing zoning and governmental regulations; (3) easements, covenants, restrictions and other conditions of record (without reimposing the same by this recitation); and (4)matters appearing on the Plat. And Grantor does hereby fully warrant the title to said land,and will defend the same against lawful claims of all persons whatsoever. `L Rnnk9g718/PanA17'11 rFN#9(115(1595790 Page 1 of 2 • OFA BK 29'738 PG 1734 l._AST PAGE IN WITNESS WHEREOF, Grantor has hereunto set her hands and seals the day and year first above written. Signe led and deliv ed in t pre nee of: -- - r' d n tG Xndrew Easton P 'nt name: Address: 10165 North West 19`h Street Miami, Florida 33172 STATE OF FLORIDA } COUNTY OF MIAMI-DADE ) THE FOREGOING INSTRUMENT was acknowledged be me t is_ day August, 2015, by Andrew Easton,who is personally known to or has pr ent er s license as identification. ..... ,.......... 0 Y I' BLIC MIMLAACam* GUN A)meta a of ota Q. L— Expkes My t2,2ot9 y C mission a pires: Mi11/N Tiq 21D 106iIbTOM Rnnk9A7.'AR/Pan,z173t1 rFN:ugn1.rin.59579n Paae 2 of 2 i AUG 2 5 2015 ,,Ink ANIL " n BY: - � - py zo N z Q o !� L � m � cn cf) z p_D z ��, ❑ w ►' O I ' C') o �• \ I C L C w Lj IK 1 375 15 3��� �., 17. 0 Y4Warr 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 Mean Design Pressure Mean Design Pressure Mean Design ANegativme Mean Design Pressure Door Door Roof Door Door Roof Door Door Roof Door Door Roof Width Hei ht Hei ht Positive Ne alive Width Hei ht He' ht Positive Negative Width Height Hei ht Positive Width Hei ht Hei ht Positive Ne alive 8 7 36.6 -"1 8 8 35.2 -44.0 8 7 43.2' 8 8 42.7:' -5349 7 35.3 44.0 9 8 34.9 43.4 9 ? 42.8 9 842.4 4S 52.6 16 7 15' 33.8 41.0 16 8 15 33.4 40.4 16 7 15 41.0 ' 16 8 15 40.6' x49.0 18 7 33.5 -40.4 18 8 33.1 39.7 18 7 40.6 -49.1 18 8 40.2' -48.2 8 7 36.1 -45.3 8 8 35.7 -44.6 8 7 43.7 -54.8 8 ' 8 43.2x'- 54.0 9 7 35.7 -44.6 9 8 35.4 -43.9 9 7, 43.3 -54.1 a' 9 8 42.8'- -53.2 r 16 7 16 34.2 41.6 16 8 16 33.9 -40.9 16 7 16 41.4 -50.4;' 16 8 16 41.0? -49.5 18 7 33.9 -41.0 18 8 33.6 -40.3 18 7 41.1 49.6' 18 8 40.6' -48.8 8 7 36.5 -45.9 8 8 36.2 -45.1 8 7 44.1 -55.4 8 8 43.7 -54.5 9 7 17 36.2 -45.2 9 8 17 35.8 -44.5 9 7 17 43.7 -54.6 : 9 8 17 43.3' -53.8 16 7 34.7 -42.1 16 8 34.3 -41.4 16 7 41.9 -50.9 16 8 41.4'' 50.1'a 18 7 34.3 -41.5 18 8 34.0 -40.8 18 7 41.5 s -50.2 18 8 41.1'' -49.3'a 8 7 37.0 -46.4 8 8 36.6 -45.7 8 7 44.6 -55.9 8 8 44.1 -55.1 9 7 36.6 -45.8 9 8 36.3 -45.0 9 7 44.2 55.2 a 9 8 43.7' -54.3 r 16 7 18 35.1 -42.7 16 8 18 34.7 -41.9 16 3 18 42.3 -51A 1 16,' 8 1$ 41.9 -50,6 18 7 34.8 -42.0 18 8 34.4 41.3 18 7 41.9 50.7' 18 8 41.5 49.8 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 44.6 55.7 9 8 44.1 -54.8 16 7 19 35.5 -43.1 16 8 19 35.1 -42.4 16 7 19 42.7 -51.9 16 8 19 42.3 -51.0" 18 7 35.2 -42.5 18 8 34.8 -41.8 18 T 42.3 -51.1 a>s 18 8 41.9 -50.3 8 7 37.8 -47.4 8 8 37.4 -46.7 8 7 45.4 'a -57.0 al 8 8 44.9 -56.1 9 7 37.5 46.8 9 8 37.1 46.1 9 7 45A -56.2 9 8 44.5 55.3 16 7 20 35.9 -43.6 16 8 2U 35.5 -42.9 16 7 20 43.1 52A'' 16 8 20 42.6 -51.5 18 7 35.5 -43.0 18 8 35.2 -42.2 18 7 42.7 ra -51.6 18 8 42.2 -50.7,> 8 7 38.2 -47.9 8 8 37.8 -47.2 8 7 45.8 57.5 8 8 45.3 -56 6 9 7 37.8 -47.3 9 8 37.5 -46.5 9 7 45.4 -56.7 9 8 44.9 -55.8 16 7 21 36.2 44.1 16 8 21 35.9 43.3 16 7 21 43.4 52.8 16 8 21 43.0' 51.9 ' 18 7 35.9 43.4 18 8 35.5 -42.7 18 7 43.0 52.0' 18 8 1 42.6 r -5T71- 8 7 38.6 -48.4 8 8 38.2 -47.7 8 c 7 46.1 -57.9' 8 8 45.7: -57.0 9 7 38.2 -47.7 9 8 37.8 -47.0 9 7 45.7 57.1 a 9 8 45:31 =56.2 16 7 22 36.6 -44.5 16 8 22 36.2 43.7 16 7 22 43.8 -53.3 16 8 22' 43:3 -52.3 18 7 36.3 -43.8 1 18 8 35.9 1 -43.1 1 18 7 43.4 -52.5 18 8 42.9 -51.6 8 7 38.9 -48.9 8 8 38.5 48.1 8 7 46.5 -58.4 8 8 46.0" -57.5 'a 9 7 38.6 -48.2 9 8 38.2 -47.4 9 7 46.1 -57.6 9 8 45.6 -56.7 16 7 23 36.9 -44.9 16 8 23 36.6 -44.2 16 7 23 44.1 -53.7 16 8 23' 43.7:` -52.8 18 7 1 36.6 -44.2 18 8 1 36.2 -43.5 18 7 43.7 -52.9 18 1 8 1 43.3' -52.0' 8 7 39.3 -49.3 8 8 38.9 -48.5 8 7 46.8 -58.8 8 8 46.4 a-' 57.9 9 7 24 38.9 -48.6 9 8 24 38.5 -47.9 9 7 Y4 46.4 -58.0 9 8 24' 46.0'i -57.1 16 7 37.3 -45.3 16 8 36.9 -44.6 16 7 44.5 -54.1 16 8 44.0 -53.1 s 18 736.9 -44.6 18 8 36.6 -43.9 "18 7 44.1 53.3; 18 8 43.6 52.3 r 8 7 39.6 49.7 8 8 39.2 -49.0 8 7 47.2 59.2'x' 8 8 46.7a>s -58.3 'a 9 7 25 39.3 49.0 9 8 25 38.9 48.3 9 7 25 46.8 58.4' 9 8 25 46.3 -57.5 16 7 37.6 -45.7 16 8 37.2 -44.9 16 7 44.8 -54.4` 16 8 44.3 53.5 18 7 37.3 -4, 0 18 8 36.9 44.3 18 7 44.4 -53;6 18 8 1 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. O 5) Most garage door openings will not be located completely in zone 5. Therefore individual o .�•""•*•. c calculations will result in lower pressures. �� #•'�+ •+*. N 6) For mean roof heights less than 15',use 15'pressures. o N •' #•• o Z 7) This Table is only to be used in conjunction with Amarr Garage Doors. W EU LLLL # � 0.4 b z" 165 Carriage Court•Winston-Salem,North Carolina 27105 a d ° Phone(336)744-5100•Fax(336)744-5815 c i ; 3 o> www.aman.com m° • • ' 2 a 0 00 23 E 2 #*• u? FL �� MIAMI•DADE MIAMI-DADE COUNTY i 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.miRmidRdLgov/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 Ithrough 3 of 3,dated 03/14/2003,with revision B dated 10/13/2011,prepared by Amarr Garage Doors,signed and sealed by Tomas L. Shelmerdine,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 been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA 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 CMIAMIMADECO= Expiration Date:September 4,2018 Approval Date: July 16,2015 Qrf f Page 1 Amarr Garase 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 ]through 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 NOA#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'Model 950D Heritage with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test Report No.ATL 0311.01-03R, dated 06/22/2006,signed and sealed by David W.Johnson, P.E. "Submitted under NOA#08-0718.01" C. CALCULATIONS "Submitted under NOA#13-0503.06" 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and sealed by Thomas L. Shelmerdine,P.E. 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01/25/2012,signed and sealed by Thomas L. Shelmerdine,P.E. "Submitted under NOA#08-0718.01" 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 5'h edition(2014)FBC and no financial interest issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by Tornas L. Shelmerdine,P.E. 09 09 Zoi3 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 AOJUSTAKE ROLLER CARRIER ATTACHED V/(2)1/4'x 1/2' 14GA.DURASAFE BOLTS NUT PER BRACKET CENTER MINCE ATTACHED 3 OA FLAG)RACKET ATTACHED TO WOOD V/W 3/4'z 3/4' JANE ® HEX FlF11D SCREWS 2'THICK 2 GA COMMERCIAL TRACK W/1(4i 1%47'1-2052 3/BATRACK SPLBOLTS ICE ETO TDP FMORE ATTACHED V/ BOLTS AND NUTS (4)1/4•x 3/4•HEX HEAD SCREWS - 3 5/8'22GA R-TRUSS ATTACHED ADJUSTAILE SLIDE BRACKET ATTACHED 12 GA GALV.COMMERCIAL V/O)1/4'x 3/4' W CE)1/4'x 1/2'BULT AND)NTS TOP ROLLER BRACKET HEX HEAD SCREWS AT 24 OA MOI EXTERIOR SKIN ATTACFEB W/C4)1/4•z ...::, EACH CENTER STILE "'� =:-' w/OANEO ON POLYESIEA FWISH 3/4'HEX HEAD RACKET 0 0 2'10 BALL STEEL - S'HIN STEM ROLLER SPLICE TRACKS AT THIS LOCATION TYPICAL TDP FIXTURES , �4)1/4'-20 TRACK SPLICE BOLTS&NUTS RE tO JAMB NIDI(3)0/10.OA.x 1-6/0• H.T.S. IAO BOLTS EEE(TABLE 2)ID ON—PA—GE 9 FOR 5 (SPLICE) RECOMMENDED SECTION COMFIfAMATIDN TYPICAL DURASRFE CENTER HINGE! o (U 6/f a'DIA. x 1s/I• A L IAO BOLT ATTACHED TO JAMB N.T.S. AT M JAMB BRACKET (O 3 9/8'22GA R-TRUSS PER SECT/OI 11 OA GALV.STEEL G JAA18 BRACKETS 1 ( 1 ATTACHED H/(1)1/P-20 T (iHRRIGFD 80. (I ) N TRACK SPUCE T k NUT STILE STIFFEN RS(3) . K IN TODD IN HINGE HOLE/s1 IN rlw sEcnw+ONLY F i THRDUGH HOLES FOR STRUT END HINGE M ATTACHMENT OF STRUT 14 GA C n REG1agEm D I 6 4 c o._,. C B SEE(TABLE 3)ON PAGE 3 II 0 FOR JAMB BRACKET SPACING A C TRACK CONFIGURATION FOR 0'6'UP TO 14'TALL DOORS IM1 3 5/8'H X 22 GA (3 SM' - SALE ' I TYPICAL STILE STIFFENER R-XROss)GALV.STEEL R-TRUSS LOCAliON-` IF A N.TS. S ATTACHED V/(4)1/4'z 3/4' SEE TABLE 4 ON PAGE 3 SEE(TABLE D UN PAGE 3 HEX HEAD SCREWS AT EACH ENO FOR STILE PLACEMENT FOR STRUT SPACVIG STILE AND(2)1/4'x 3/4'HEX 9'-G'HAI( HEAD SCREWS AT EACH CENTER STILE INSIDE ELEVATION ADJUSTABLE SLIDE RN.T.S.ACKET E (H OARASATE 11,1'NOCK STRUT AT ATTACHED BOLTS AND HU x ENO HINGE ATTACHED 20 YON PANEL S/B'TRACK BOLTS ANO NUI V/(8)INC. S - NE%HEAD SREWS 14 GA OURASAFC AJUSTABLE ONE.STEEL RETNNRPMQDtACf'E'"atO 0 OF306'DOI(F 1EILNOAS DAN ROLLER CARRIERS ATTACHED TO IyAp((2)p�V� f THREE(3) V/BOTTOM SEAL rOp� Aw d��(� 3 5/8'22GA R-TRUSS WAD) SGA IXRASAFE VENi3 EOOLS IS EO.INCHES )/r C dD A KRWTOIABD7 FBG Iff86i6&PGS KOD 06-11-OD 511 1/A'%3/4'HEX NEAR SCREW ROLLER CARRIERS ATTACHED -0'—I� TO END STILE V/f3)1/4'x 3/4' AIaySD1100 DAD ° HEX NEAR SCREWS PER CARRIER O� SECTION A-A{SIDE VIEWI P B mulofflom W/IJ/II OAC N.T.A •`�"' 2.10 BALI STEEL MAX SIZE ttttt011I144AA,' �v 3 B/8'22GA9'LONG STEM ROLLER lhEdDA4 Cnw.i 9'x 14' 3�C' Ae9t �.Sfif(21��i,� gtr-r.. R-TRUSS -' _ SLIDE LUCK ENGAGES INTO VERTICAL OP710NA4 VENT DETAIL DISICJR LOADE e,A q�P••C(:Ns^• qn �` ATTACHED V/C47 �'T✓~ � - 6 +61.1 PSF YY ii:: ee C`�•e , TRACK ON BOTH SIDES 5/B'NIM N.TS. ENGAGEMENT(SNAP LATER.OR LOCK -80.3 PSF j d M 004_05 •F�' "iHEASCREWS 10 OPTIONAL)ATTACH V/(2)1/4'x LARGE M I S S LE � • pyo 3/4'HEX HEAD SCREWS P6•x• I * C IMPACT RESISTANT a ,z LM% I ) �� a TYPICAL DURASRFE END HINGE 3 - '� :0 STATE OF _:(V T1,P.S. LARGE MISSLE d�Q••• R Q;••'�C 5/16'z 1 5/8'LAG 2'20GA STRUT IMPACT ���:\�• (���•'a�,`e O 9T AIOIADUR R GA.GALV,STEEL END STILE SCREW(U PER ATTACHED V/ RESISTANCE O,S O O MER NIR DR/f1F)081E SEAL ATTACHED V1TN 0>TOG-L- JAMB BRACKET f2)1/4'X 3/Y I,F\Sf�NI��L;SAA '( SIDFRDw (� ((SUPPLIED BY INSTAUER) TO DOORS SKIN AND OI LEX HEAD SCREWS SS C IFFEIDIII1111\t\ V <3)20 GA CENTER STILES TOG-L-LOC AT THE TO'AND AT END AND CENTER € r ATTACHED WITH(2) BOTTOM RAIL STILESI TOG-L-LO:AT T)E rOP A10 (t)711W OAIDT7DMRNLANO ADHESIVEe') RETAINER PKOW)(.T ltl'VL4EDTo INTRIR FACE PR ROLLERIIW' �°�r/ yC ar 165 CARRIAE(ART vOs"IN-SN E1,H.C. 27165 WVWAM`Jw`COl BOTTOM BRACKET E'10 BALL STEE13 BA ATTACHED MODEL 860 RERTTAOS(24 OA) 1000,P.000 YMtlt STEN ROLLEHEXVt(3)HEAD X SCREWS Illy tlosNol MODEL 665 OAR SUMMH'(84 DA)1000.8000 r HEX HEAD SLEEVE M SHORT,LONG,FLUSH,AND OAK SUMMIT PANELS S/e'H X 22 GA 2•DALY.STEEL IRA (1)1/4-20 x 5/8'TRACK (3 5/0'R-TRUSS) TRACK THCOIESS Z SAI MAIN DT CU FDAIE 03/12/03 *A"mm SPLI[E BOLT AND NUT PER CONT,NRDCAL JAMB - TYPICAL B13TTDN BRACKET JAMB BRACKET TRACK MOUNTING DETAIL 51P oR sPr )LTA 4 B ODD®BY AAF DAR 03/14/0 IRC-9509-180-2f (NO D OR BETTER) SIEI I Of 3 SPECIFICATIONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE 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 HARDWARE N1LL BE DESIGNED,MANUFACTURED AND INSTALLED VA7H STANDARDS AS SET FORTH BY DASMA. MAX.WIDTH 9'D' 4.DOOR SECTIONS SHALL BE 24 GA.(.0218)MW.EXTERIOR SKIN ROLLED FORMED,W/BAKED ON POLYESTER FINISH 6.DOORS UPTO 7'0'HIGH CONSIST OF(4)SECTIONS AS SHOWN. USE(1)3 5/8"R-TRUSS PER SECTION DESIGNLOADS11 III 111 1111 6.DOORS OVER(4)SECTIONS REFER TO TABLES 1 AND 2 +230.0 LSS/FT SEE NOTE 2 < ON PACE 3 -7.71.4 LBS/FT 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. S. THIS APPROVAL REOUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. I A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDIM TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAN)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 � R,RfiVM76D STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH � PIRODUTTRCVESED OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE asI�11'w naan(p1Yi1�9d1Ame F16B10� COUNTY UNDER THIS NOTICE OF ACCEPTANCE. WINMOobcc EA000pmw ND *o A-w—w da,cTG HON1NIn aft /$ by BY vT1m1Ia AM AU WOOD JAMB ATTACHMENT TO STRUCTURE IV I MWINOFR.NBBS lail joy V1100 FRAME STRUCTURE A AfTwAarorrecMDal�eFnAamaeu-rosn EHI SAW X 3'LAG SCRE S STARTINO 6'FROM ENDS THEN 20'O.C.(1 1/2'EMBEDMENT) 1 U41E)1DI&71110 10/17/11 0RC 2 X 6 VERTICAL JAMB ATTACHMENT TO P000 PS(CONCRETE . HILT[KWIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'OG.(2 1/2'EMBEDMENT) \11111111/ , HILT[SLEEVE ANCHOR 3/0'X 2-3/4'STARTING 6 FROM ENDS THEN 18'GC.(1 1/4'EMBEDMENT) MAX SRE \ A - ^ ITW/RANIET REDHEAD(TRU-BOLT)3,%11 1'STARTING 6'FRON ENDS THEN 24'B.C.(2 1/2'EMBEDMENT) 9's 14' mm�pS ti.SHF(fti'." -90 Di ncK JMDNNENTLD, DESIGN LOAD mm Q- •E%V 9 ee -�P� SIMPSON 1/4'X 3'TI7EN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS +611 PSF 888 m OR�.°b�G SF•y'.��ie (3'APART)AT 9'D.C.<1 1/2'EMBEDMENT) -60.3 PSF � HIITI 1/4'X 2-3/4'KW]K-CON 11+SCREWS STARTING 6'FROM ENDS,USE PAIRS OF m FASTENERS(3'APART)AT 0'DC.<I 1/4'EMBEDMENT) P WILT, V RTI A IAMB ATTA X01 N7 70 .R le -BOB IRS PSI GROUT) d / a EMBEDMENT) SLEEVE ANCHOR 3/B'X P-3/4'STARTING 6'FROM ENDS THEN 22'GL,(I 1/4' r j & EMBEDMENT)fOR,USE FASTENERS FOR HOLLOW C-90 BLOCK) LARGE MIS •.�(f!q a> 9 fn�U STATE *LAGS AND SULTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT ' 6WREPARATION OF WOOD JAMBS BY OTHERS RESISTANCE J2 ✓jeee,s'0, �`,-.C'``C'J 3 Q CONCRETE HULL BLOC fJ0NTE0 BLOCa ZA/j17111111N11, 8S i SiRUCYURE STRUCTURE STRUCTURE STRUCTURE € FL 2karr 1 I 1/ 22-3 N 1-1/P'HIN 4- t60 CARRIAGE CN11T VINSION-M-,IUl 2)109 VVVANARRM QQxx6 JAMB YODEL 960 HERITAGE(24 OA) 1000,8000 P. 3'HIN YODEL 166 OAX SUMMIT f B100D.2000 SHORT,LONG,FLUSH, AND OAK SUMMIT PANELS AVAILABLE TRACK CONFIGURATIONS N.T.S. ffi WIN BY RJ DYF 07/IT/Dl 07ANNC NJItBB" B xGB/Br uE wl[ m/N/a IRC-9509-180-21 WE 2 OF 3 TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Center Stile Location HEIGHT SECTION CONFIGURATION) TOP (Measured from Left Edge) A B C D E F G H T HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 - Panel Type e T.tir- I " yr, Ar k r x �, ( Width 1s1 2st 3rd <�.i ..X f: 16'a' 3 r� "� ��., ..2T � 1' X21 1_ (ft) (In) (i (in) ` i3' "„ Ul 13 6" 21 21 21 21" 21' 18 18 21" 7' 6 1/2" 16" 37' 68 76 1/2" Lon 24.000 48.000 72.000 9 12'6" 21" 18 18' 18" 18 18" 18" 21" 6,o Bead 24,625 48.000 71.375 8' S 1/2" 134' 52" 70 68 1/2"6 _s r s t 31-12l.0.)ffr�- 21.x:x`211'` ��� `.1_,<,'N :�x S �r4:e,4.1�.__ .. .. .._ _ 3 X28 I : ._ ..84 1!?l< B';2 Long 24.500 49.000 73.600 9' 5 1/2" 13 31' 49' 67 85 1001/2" 11 6 21 21 21 18' 18 18 21" 612 Bead 26.126 49.000 72.876 $R$F'`l 813, 'yam.. 1 , �$ $11n,�" 1' 't$'�` ::1u' t81' ;l$�`, $' :21 § a 2� - �.._.m.. a 66is 54.000.:. 5 X29. .Q., rL:_ 10' 5 1/2" 16" 37" 58 76" 94" 1121!2" 10'6" 21" 21" 21" 21" 21" 21" 8'j4 Long 25.000 50.000 75.000 c 1Px�"kn1 °: 16 ,37" 28 a;7 1 b Q. u s'.::-- h.�.�I o a r n. Ci t z 't` '? 8 4 Bead 25.626 50.000 74.376 a z' 2 X10:Q 1 21 2d. 1$ 9 1.: 11' 51/2" 16 34' 52 70 88 106" 124 1/2" 96 21' 18' 18' 18' 18" 21" ?'8` � � T��'` 1'112 �lv', ';1`,&'. ,. ';0ftf. '" r,t1.$��-'1.8'� �')�� '8 8i6 Long 00 61 000 78.b00 25 5 _ =k 1 $ B 2&i2b 51.000 75.875 12` 51/2 16 37' 68 79" 100 118 1381/2" 816" 21" 21" 21" 18' 21" @a:A�•�,S.hoc), $59 ¢ RiS�t Q0 t- 7 341,"`<, -7 Bag 106 ;�.:.. ,. 4_ . 2Li n. ta0"<a. 2 ". '! 18 'r.:31z` 8.8 Long 26.000 52.000 78.000 13' 51/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 7'6" 18" 18" 18" 1 B" 18" 8'18 Bead 26.625 62.000 77.375 ��� �;6" }� � irr" 4 ' � ':'148 r•'1�f1'J{6 ',( I��� �-j' i )U� ri! _1.111:, $0, n"$� xtti.�=:27,p34•.t .�2i1�4>.: ;-:.�98 s' 86 t 11 ,Q';t 2�s;X21 5. 16" 37" 56" 79" 100" 121" 142' 160112" 8810 Long 26.500 63.000 79.500 6'6" 21" .18' 18" 21" WHO Bead 27.125 53.000 78.875 TABLE 3 �=;s"a <;�hoh 2��6ss ��64000� DOOR TRACK ATTACHMENT SPLICE 90 Lang 27.000 54.000 81.000 9'i0 Bead 27.625 54.000 80.375 HEIGHT A B C D E F G H I J K L M N S x Ai Ir U d' ( J 4 rl 2 1{ 11 i 6 „`!tA� .,�.. _�.,.al., `-!. �c� ,��r. �Sn;:• 56,;x 7' 3" 14" 27" 38" 46" 56" 68" 7611 r r n 4 - ll r g ' W j.- tis _ k'1' own 0'MNACHS - IIIY 7 14u7�� 8 , 4 56� _ V c ,.." x a..., 4 ti =y7 €S 4 Y Cli l A MHiNI(ND2D71B IUQB�kPG1A0tID is D-QB 9fN 8' 3" 14" 27" 38" 46" 56" 6811 78" 8811 E uu1>D>or�aAo w/fs/1 me tipAS rr n v lA. AI Fs I rl rIJ p r 1 3 11f T - }. IAAX SIZE 6 $ 4 +;t 6 �`V 7p t a F_ # s . 4 W x 14' \\ 11!! A.'. :-,Y !u Ki � �".,�"t -n,.. �- \1\Ililll _c� i O op\ ..r n D U D 0 " n " " 1, DESIGN LOAD `��Q5•,.:....,,,RiJF ijo Qz 9 3 14 27 38 46 56 68 78 88 100 PITOgUCT 41iVLYHU +51.1 PSr - (r nooO�lY vAh&v wrW& -80.3 PSF qo�0:'�• •'•��Qjo � Wd ti; No 0046570 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" Maw 11 IL t 1 r AL fi ri> �� t1�'P i � ' 7 s<i38 za 0:: 56 t- e �� ?` .s 48t 108uaQ .:x s f:"��> � :.7�`r uHCE ulss�e STAT OF r u u " " u u 0 u u n " II IMPACT �� `P`.,•C Q� 11 3 14 27 38 46 56 68 78 88 100 110 124 RESISTANCE e o- o A S C9♦ 3 i¢a 7,�A1A Ti . J , ' � oasts,,f NA100 '.)M4 FL 12' 3" 14" 27" 38" 46" 56' 68" 78" 88" 100" 110" 122" 136" PROWL"T'`f°um Cob 2kgM a corlgykE wirinrs PbrIA\ 13' 3" 14" 27" 3811 46" 56" 681' 78" 88" 10011114" 122" 134" 148" I45 uxalAsc carr w"srav-rAErx,ILt error vwwua0.cax p -}r n fly MODEL 060 HERITAOE(24 CA) 1000,0000 MODEL 800 OAK sUMNR(24 GA) 1000,2000 SHORT,WHO,PLUSH,AND OAK SUMMIT PANELS 14' 3" 14" 27" 38" 46" 56" 6811781188" 100" 114" 122" 134" 146" 160" sE aaw ex RA oAx oui}/m ouAex P1YaX B OM Elf AM oA1E WI/as IRC-9509-180-21 ALL TRACK ATTACHMENT SPACING+/- 2• ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY I Ism 3 or 0