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WS-18-250Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address ermil Issue Date: 215/2018 Permit NO. WS-2-1$-250 Permit Type: Windows/Shutters Work Classification: Garage. Door Permit Status: APPROVED Expiration: 08/04/2018 Parcel Number Applicant 270 NE 104 Street Miami Shores, FL 33138-2016 1121360130320 Block: Lot: JOESPH BASSETT Owner Information Address Phone Cell JOESPH BASSETT 270 NE 104 Street MIAMI SHORES FL 33138- (305)484-6527 270 NE 104 Street MIAMI SHORES FL 33138- Contractor(s) AAA GARAGE DOOR INC Phone Cell Phone (305)702-0113 (786)299-0444 Valuation: Total Sq Feet: $ 1,700.20 0 Type of Work: INSTALLATION OF A GARAGE DOOR No of Openings: 1 Additional Info: INSTALLATION OF A GARAGE DOOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $5.00 $110.00 $80.00 $9.00 $1.60 $211.20 Pay Date Invoice # 02/01/2018 02/05/2018 Pay Type WS-2-18-66294 Credit Card Check #: 1507 Amt Paid Amt Due $ 50.00 $ 161.20 $ 161.20 $0.00 Available Inspections: Inspection Type: Final Review Building Review Structural 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, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. 5- Fla 5AFebruary 05, 2018 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy February 05, 2018 1 BUILDING PERMIT APPLICATION Miami Shores Village 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 REC r i u FEB 0 NIB BY:_' FBC 2017 6th Master Permit No. J\.)S 18-, ?SO Sub Permit No. • BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING' ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 270 NE 104th St City: Miami Shores County: Miami Dade Zip: 33 IS Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: /e.. Load: ConstructioqType: Flo d Zone: BFE: FFE: c-�QSsQ--tA- t OWNER: Name (Fee Simple Titleholder): V ©OL.V1Y\ e G-Q��X1 Phone#: Sc:-)S- �4 k - tcS2:1- Address: 29-0 1� €. tC (rf- Ss'TRcc. cV City: V"c. Tenant/Lessee Name: Email: State: cL_ Zip: 313E Phone#: CONTRACTOR: Company Name: AAA Garage Door Inc. Address: 19200 SW 106th Ave, Unit 4 Phone#: 305-702-0113 CcA City: Cutler Bay State: FL Zip: 33157 Qualifier Name: Tammer Darwish Phone#: 786-299-0484 State Certification or Registration #: Certificate of Competency #: ( e, (0, 2 4 DESIGNER: Architect/Engineer: Phone#: / Address: City: State: Zip: Value of Work for this Permit: $ /'9® TZ- Square/Linear Footage of Work: (; "-e Type of Work: ❑ Addition El Alteration El New IN Repair/Replace El Demolition Description of Work: Installation of a garage door Specify color of color thru tile: Submittal Fee $ -That t d Permit Fee $ 1 `v CCF $ `• 2. CO/CC $ Scanning Fee $ ( Radon Fee $ DBPR $ 2- Notary $ Technology Fee $ I • COO Training/Education Fee $ Double Fee $ Structural Reviews $ (Revised02/24/2014) Sr Bond $ TOTAL FEE NOW DUE $ ((p 1 a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) re` N P NG 4 L. Mortgage Lender's Address 2 2S 1 (Lr -v.,'3q t \ A� City IN riki 1/4—Tu N State I01171 Zip 4 S I VA 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 of be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrume t was acknowledged before me this 818E day of 001VAr ,20 1 3 ,by OS-CP br^n SC-4", whoss personally known to e or who has produced YI NH 1r' k. l C`eh4`P as identification and who did take an oath. NOTARY PU Sign: Print: Seal: ********** V e‘ce 'Py'YAN PRIETO MY COMMIS ONNFF214031 ,• u i • - EXPIRES: March 25, 2019 o Bonded Thru Notary Pueio Undararit©rs x4.411•6 APPROVED BY (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before, me this Emir i day of 'ZCL fl Cti&- , 20 I , by ' TC(h rn th QtVc.Q_)i who is personally knowr�,to me or who has produced £' (VQ �S 11C-er u PI cs identification and who did take an oath. o o d E 'N z E E o E y N 08aN E NOTARY PUBLIC: l a. p E Sign: ' 8 Print: CI Y11 r-•e vrri nCL.02 •J° a Seal: ;r Plans Examiner 1/)V1fiS> Structural Review r0jb :1 14 0 f • •Zoning r7-11 <<. . i Clerk Municipal Contractor's Tax knceipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 10B900244 BUSINESS NAM E/LOCATION MA GARAGE DOOR INC 19200 SAl 106 AVE UNIT 4 MIAMI, FL 33157 OWNER AAA GARAGE DOOR INC Cl O DARIMSH TAM MER A RECEIPT NO. 7521401 EXPIRES SEPTEMBER 30, 2018 TYPE OF BUSINESS E IALTY BUILDING CONTRACTOR Pursuant to County Code Sec 10-24 PAYM ENT RECEIVED BY TAX COLLECTOR 175.00 11/27/2017 0224-18-000999 This receipt is not valid in the f of l ow i ng Municipalities: Aventura, Doral, li al eah, Key Biscayne, Miarri Gardens, Miami Lakes, Palmetto Bay, Pi necrest, Sunny Isles Beach, Town of Cutler Bay. For more information, vi sit www rriami dade.gov/taxcg i ector BEDROOM 3 BEORPOM 1 BEDROOM 2 \.. /A.\ i \ FAMILY ROOM BFST KITCHEN / LIVING / ST ROOM BATH 2 • • • • • •• • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• • SCOPE OF WORK • •• • • • •• REMOVE WINDOW/BY OWNER REMOVE EXISTING CBS/BY OWNER STUCCO REPAIRS/BY OWNER INSTALL NEW IMPACT GARGAGE DOOR BY AAA GARAGE DOOR INC. NO PLUMBING/ELECTRICAL/MECHANICAL WORK NO STRUCTURAL ALTERATIONS PERMIT #:5�J Miami Shores Village APPROVED ZONING DEPT BY DATE BLDGgDEPT rC. 0TO COMPLIAr, .,E WI I -I ALL EDEERAL -r ,\-r aNr COUNTY P ALES AND REGULATIONS r INDOW WITH ORIGIINAL ACE wGARAGE DOOR OPENING 8' X r 1 JO fA I S -o CiS DRIVEWAY UNDER SEPARATE PERMIT/ROSS SERVICES #CGC1507522 NOVEMBER 27 2017 •• • • • • • • • • • • • • r fl • • Q • • o ox O O INSTALLATION OF GARAGE 270 NE 104 STREET, MIAMI 0 U J N z. i 1/4/2018 269 NE 1U4th St - Google Maps Go to I` aps 269 NE 104th St NE Ni . Image capture: May 2014 © 2018 Google Miami Shores, Florida p: Google, Inc. Street View - May 2014 •• ••• • • • • • .• • • • • • • • • • •• ••• •• • • • •• • ••• .•• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • .•. • • • • • • • .• •• • • • •• •• • • • • .•• • • httns•//www.nnnnin rnm/mans/nlara/27n+NF+1(14th+St +Miami+Shnras +FI +3313R/n75_R7(1R375 -RR 15173402 3a 5R 4v 1R5.3Rh 97.53t/riata=13m711 1/1 G 7Qtr- /9.t / MIAMI SHORES VILLAGE Hll)LI)lN( INSPECTION DEPARTMENT APPLICATION FOR BUILDING PFRTV�TIT \ttt\that hat 1. h01.41‘ made ha I In appon al .ii the detailed statement id the plans and specifications herewith submit. tad for the building or whey srroi lore herein .M..YIIMI "I"s I\pivlheihat a made 111 ,elm+bailie alld comet Oat with the Iluddln liniment'' of Miami Shores Village, Florida, and all pmnvlsions of the Laws of the �t ar e11 Fl.rhla all .a\1111a1hY`. oh \I taint \Iu*iivs Village Iwavatl .i\H.Yttr l .a h+t \ is'ett\ ..I alHa" .l Piens art siteciltc attons ra1111st lie lai lk kept MI11buiklingf the duringI ii skf of MthliKworlkrss Village shall be complied with. whether el K progress t t\ante s Name and i hie ws tRrgutereti Architect endue Fitgtle rs \attar end a.k1M.s .\I licensed cool spire o. at hat stud k+gal dr.t i 1Pr tun of lot to be built nn. i of T t! 5 Mod, /1 9 4 Sirnrt and \untheu alien "AA, t. to lie dons ,e vi Subdivision /1//i ,,,.(J' I�'Jr"' ) A'/t /')T 2 - /. ..._ Stair a\ai. to hr don• and purpose of building Iby fluoal, stateatexterior colors Isubmtt lam .\ �r',. i / •() 14s Id f'1 r eal- \ra ltutkillq; Ile be :.atstru.tr.i of r.tlntatrd 'littal cost of improvements $ ItrnhHlrltng Addition -- Kind Kintl of foundation Anne cubsige required Distance to rtr\t nearest building Via\ mum li\v load to he borne by each floor Repairs 4", v, Data rj /i_ � 1� , to / No.a & `±creel 4'I / ' r // �.��r, / 4/f/QJi7/r Roof Covering Amount of Permit $ Plan Cubage Sirs of Building Lot and for no other purpose No. of Stories I hereby submit all plans and specifo•atins for said building. All notices with reference to the building and its construction may be sent to The undrmigned applicant ha this building permit does hereby certify that he understands and acolyte his obligatons as an employer of Labor under the Pkxlds Workmen's Compensation Act being Section Mt66, I,ompiked General Laws of Florida. Permanent SuppMment, and has complied with the provisions thereof, and will require similar ionlplianve true all contractors or sub contractors employed by him in the work to be performed under this permit. and willow or cause to be posted for inspection .al the site of the work such public notice or notices as are required by the Act. The undersign ct-nerees 1p.rsploy onl;• aupfldbcontract¢s,atr wofir�to be performed under this permit. as are licensed by Miami Shores Village. Hemarks STATE OF FLORIDA COUNTY OF 1DANNF t` Before me, the undersigned authority. a notary public. duly authorised to administer oaths and take acknowledgments. personally appeared_ to me well krnnsn. (Si and alit bring by nw first duly sworn. upon oath deposes and says that he is the __ of t he above described construction. that he has carefully read the foregoing application, arid that he did sign the same, and that all facts therein by hi Itrnut No I tisapp rmeri ( Signed Chairman Member Memtwr Council Approved NOTE A charge of $2500 will be made for making corrections or changes to this application after approsoi has been ribteuryd from the Planning [Ward: A re -inspection fee of $25.00 will be charged when such re -Inspection is made necessary, by imprgpiw•r notice for•ineplt,41Me•n•fawitt SSstarirrt ",re!,,, • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • Date Building Inspector PLANNING BOARD_ i Read. Sworn to and Subscribed before me. Notary Public. State of Florida My Commissiop r spire • • • Member Member • • • 'AT N • • • • •• • • ••• • •• • • • •• • • • •• sled or true • • • • • • • • • • • • Member • • • • • • • • • • • • • • • • • • • • • • • • • • • • Disapprover'1 • • • • . • • • • • • • • • • cos r-o, To sow L4 511-2,10 SIM _ I 1 BEE/ROOM 3 REGROW 1 E FAMILY ROOM -$ LNING -<$ •<'5 EXISTING TO REMAIN EXISTING PARTION TO BE REMOVED EXISTING LOAD BEARONG WALL o' RECEPTACLE TO BE REMOVED OR RELOCATED g` EXISTING RECEPTACLE 4 EXISTING SWITCH SWITCH TO BE REMOVED AQ LOW VOLTAGE TO BE REMOVED I AREA OF WORK KITCHEN • KUM SOFFITS: ROI r"-=,--- • • • • • • • • • • • • • • No 'or. • • • • • • • • • • • • • . . • I • ' , 555. • • • • • • • • • • • • • • • • • • • • • • • • • ; • • • • • • • • • • • • L • • • • 4 : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • CITY copy PERMIT #: MIAMI SHORES VILLAG1C •4 S. • • • • DATE' SHEET . . 2 ► 114! •.••• f NORTH ELEVATIQ!L .000 • AAyl14 %mg, , 111 WEST EL-EVAT,ON 'ri4 I L 4M GCb&RJPri 4rAMIP ALCO_ ►JFRDI Al ►'> T�+sE CP -He SPU�U rrr K cAai LOUT , ot. 'LI P . ►.IBp 44. ro iTW.' f f2' i•NA.t.L opraitiJ ALL KAJlireP eu$4,,1144 P$► HITT , 444.J. aPf 1 AIJt r,..E t1PIGAtr• '# cce,1 CY, IN.�URG� 4rrlc.i Pirlr irr'�a {' 'M il1E N AGVI ItY et ;) 4fs KW ReQD1 :ED Pr r4E ►,o+ 4L Got*TY ANC) 'MP! A44EnlU 1S4 I�rwrK -I ..: � ir.N 7r�'t+ 44444. F WIC+CD lb me c=•••4.1ele 4 Golor Or 44, 4Uiec°6►4T "12..TC csEk.IerAL c4 41 c4GTOgg3. I��til%E I.►1L eV tUPJYTIQl,J4.G ke-t 4 fir. ISE Lc --A. el0; JIG I FD.1.. M. U ' COU►J•TY ►� T I JFl i , Marne 141 r,IitJrsQid„. (..rxriga.a0v K TO t lrL.E r 4 Sri cowGLPAeN.L ►Y!t"E%Sr pr.rt•>+/ipet:, P ^CEP .TV ALL( It •• • •• .•• • • • • • • • • • • • • • • • • • •, 7x • • • ••I • ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• s•- •-• a•a��.J• • • • • ' I I %;• • `,. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dr ol0,w« aMYOM•6 pAY6 sozikaa M• •M MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miainidade.aov/economy Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 (Jn 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 500 Classica 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide APPROVAL DOCUMENT: Drawing No. IRC-5309-185-21-I, titled "Model 500 Classica 1000, 2000 Flush, Bead, Raised and Recessed Panel", sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas 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 tlia ura>iby tl a naanufaeturer or its distributors and shall be available for inspection at the job site at the rehest+•of t teiB;tildit g Official. This NOA revises NOA # 14-0306.05 and consists of this page 1 rndmideige p�ge3 -, gS well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • ••• ••• • ••• • • •• • • •• •• • • • • • • • • • • • 140A•'No. 15-0505.19 • • • • :• t4lratron•DAte! April 29, 2019 Approval Date: July 23, 2015 Page 1 MIAMI•DADE COUNTY APPROVED ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • * • • • • • • • • • •• •• • • • • •• ••• • • • '••• • • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 12-0228.11" 1. Drawing No. IRC-5309-185-21-I, titled "Model 500 Classica 1000, 2000 Flush, Bead, Raised and Recessed Panel", sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 12-0228.11" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM Bl 17, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 09-0312.06" 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 2411 3.2.1, TAS 202-94 5) Tensile Test, per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 9'x 8' 24 ga steel garage door Model 500 Classica 1000, prepared by American Test Lab, Inc, Test Report No. ATLNC 0825.01-08, dated 10/07/2008, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS "Submitted under NOA # 12-0228.11" 1. • Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 514 edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. E -1 •• ••• • • • •I • • • • •• • • • t ••• ••• •• • • • In 14.Jl 1D15 Carlos M. Utrera, P.E. ••• •• .• ••• •••Prddhtt CoirolExaminer • • •• • ; ; ; • • TIOt qo. 15-0505.19 ••• •• • ;•E7tpki,atioattiItpril29,2019 Approval Date: July 23, 2015 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • II GA GALV. EOIDKRCIAL TOP ROLLER DMMKET ATTACHED V/(4) 1/4'.3 3/4' HEX HEAD SCREVS PER BRAEKEr (I) 3 5/0' X 22 CA R TRUSS hHE%CEAD SCREVS PER -STILE (4 GA 1.25' X 125' X I PUNCHED ANGLE ATTACHED TO ADJUSTADLE ELIDE.ON TOP FIXTURE WITH CI) 5/16' X 3/4' BOLT AND MIT D.USTAILE SLIDE ATTACHED ITA (2) 5/16' X 3/4' BOLTS AHD NUTS 2. 10 BALL STEEL ROLLER V/3' STEH AND CI) 7/16' BOLT RETAILER USED FOR THREADER FASTENERS 'TYPICAL TOP FIXTURES N.TS. OR' HAIL SECTION HEIGHT rl c <� V LNIVA fbl gig ' 1 r ... ( i —27 54 9' 0' MAX INSIDE ELEVATEDHILTS. yr 3' 20GA STRUT ATTACHED V/ (2) 1/4' X 5/9' HEX HEAR SCREVS AT EACH END AND CENTER STILE • •• • • • • "y/" g� 2' 10 DALL A?TEE)I.RCOL ERR 'R' ST& THREADS) SHAFTS PER •ILLER • • • • • • • TYPICAL BOTTOM BRACKETi • ••••OAS. 6 14GA CENTER HINGE ATTACHED V/ (4) I/4' x 3/4' HEX HEAR SCREVS 3 5/8' 2204. R-TRUSS ATTACHED V/ 42) 1/4' x 3/4' HEX HEAD SCREWS AT EACH CEIIIER STILE TYPICAL CENTER HINGE H.T.S. 2' 10 HALL STEEL ROLLER V/9' STEN ADD (I) RETAINER USED FOR THREADED SHAFTS PER ROLLER 140A SHEARED ROLLER SI(3(4,R-TRUEV)/'3/4' HEX HEAD SCREVS PER CARRIER 3 5/6' 22GA R-TRUSS ATTACHED V/ 44) 1/4' x; 3/4' HEX HEAD SCREVS All) 42) AT EACH CENTER STILE IOTION BRACKET l3 BA. ATTACHED V/(S) 1/4' X 5/8' HEX HEAD SCREVS. • • 3 3/4' N DD BL • • • • • VOOCK DENNB EACH E1ID STILE • • ('"' • (R) PER SECTIS4 • SIDEROD r • • • • I-I/3' X 2-5/0' X 31-I/2' (32' SECTIONS) I� I-/ 2' X 2-5/0' X E7-1/a' K2D' ERE 1-I/O' X 2-5/0' X 20-1/2' (51' SECTIONS) • • • • • • • 1-I/2' X 2-D/e' 5 17-I/2' NB' SECTIONS) • • a0 GA CENTER ST:LE • • • • MTVA4I •• 5/16' x /45/0' LAG I I" _ CR IEV (I) PER .AIW IRACKET• 111111W- (I�J'�� ` i- �f 1y�, • • •• (I) 1/4-20 x e/e'TRACK SPLICE.D!.TDABD Al)! PER • JM%IRACKET • • • • All X 2R an. • • D/D••"TRUSS) • • TRACK MOUNTING OFTAII II.EI. WSUPagatAL RUETT BY' INSTALLER) Pe EA. GALV. STEEL ERA STILE TEACHER VITH (12) CLINCHED JOINTS CCNT. NEAL 0115 2X4 (N0. 2 on BETTER) 24 GA SKIN V/RAKED ON POLYESTER FINISH 14GA NO IIIHXC ATTACHED V/ <2) 1/4' x 1/4' HEX HEAD SCREVS 14(4. ROLLER CARRIERS ATTACHED L. END STILE V/ CO I/4' x 3/4' HEX HEAD SCREVS PER CARRIER SLIDE LOCK EDOAOS INTO VERTICAL TRACK OR LOCK IBARTpOpPTIOAL) ATTALIII' V/(e) 1/4' x 8//'SEX HEAD SCREVS OALV. Sl TAAOX AC% NI SS ,OB3' 113 140A SMEARED ROLLER CARRIER ATTACHED TO R-TRUSS V/ (3) 1/4' x 3/4' PIER HEAD SCREVS Predict Af Br • SECTION A -A N.T.S. 14 OA 1.25' X 1.25' X I' PUNCHER ANGLE ATTACHER TO ADJUSTABLE SLIDE ON 70P FIXTURE VITH (I) 5/16' X 3/4' DOLT AND NUT ADJUSTABLE SLIDE ATTACHED VITH CP> 5/16' X 3/4' STILTS AND NUTS / 3 x 20 GA. STRUTS / .41) PER SECTION END 3 5/8'II X 22 GA. GALV. STEEL R-TRUSS ATTACHED. (D PER SECTION V/ (4) 1/4' x 3/4' HEX HEAD SCREVS AT EACH END STILE, (H) AT EACH CENTER STILE OOTTOM BRACKET AT/TAC)HED/ / CQNTHEXg(7HEE/AD STCAR{EYh4• W/ CENT. LDI ESEALER (SIDE VIEW) INTERIOR OF GARAGE' MAX. WIDTH 9'0" DESIGN LOADS +244.8 LBS/FT -279.0 LBS/FT r- SEE NOTE 2 SPFCIRCATIONS AND NMI I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO 111E 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 MAXMID3 DESIGN LOADS OF: +244.8 Les & -279.0 Les/FT 3. DOOR AND HARDY/ARE NALL BE DESIGNEO, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UP TO 14'0" HIGH USE (1) 3 5/8" R-TRUSS AND (1) 3' 20 CA. STRUT PER SECTION 8. REFER TO TABLE 1 FOR TRACK ATTACHMENT SCHEDULE 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A RF.(BS/RED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON 1108 DRAWING N ADDITION TO OTHER LOADINGS. B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF ACCEPTANCE. A' MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTEO ACCORDING TO ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 410NTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL. TO THIS OFFICE: A COPY OF THE TEST REPORTS YOTH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COBS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS YAM YIELD STRENGTH OF 34,800 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. LARGE MISSILE IMPACT RESISTANCE PRE1OLR,T REVISED . PRODUCT RENEWED) as osaaplyt, *ML du thi*44 as cosaplitne orals she Florida Rail*/ Coda dating Cods A.ptunoe H1•/ - OS Aocapcom No Vilifri()S PRODUOTREVISED tl amD(YIDP with Ibe Florida Sulld4 Coda AoDOpionca I% !FIRER y`' . /4 M EY A IESIRPIDI Cf (EERIE MAID W IBC 1d10 DAD: AY In/P IS )LOAXHS'14IZ€ DESIGN LOADS +64.4 PSI' -82.0 PSF LARGE MISSILE IMPACT RESISTANCE 165 CACRIAOE COURT VINSTOV-SMEIL AC. 27105 VVVAYAERXAY Model #500 Classioa 1000, 2000 PLUSH, BEAD, RAISED AND- RECESSED PANEL 91E B OMIT WI DAL 01/11/03 IROOD AY ER DAL 09/It/H RAM EWE — RC-5309-185-21-I DIWEO! 19993 L 5RIA JE RE IA AL 001133 SIRE I IN • • (SP • • • •• • • • • • • • PPODUCTRENP,WFD r caatrjbg W D Ne Florid* BirdiA Cade .. 'f4•D OG O$ ir �ly By. MIND Ode Product Control • •• • • • • • • • • • • 13 GA. FLAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS AND TO TRACK W/ (4) 1/4'-20 x ./0 TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4"-20 TRACK SPLICE' DOLTS & NUTS SECURE TO JAMB 1NTH (3) 5/16" DIA. x 1-S/8" LAO BOLTS (1) AT SPLICE LOCATION AND (2) IN UPPER PORTION OF FLAG BRACKET (1) MO" DIA. x 1-6/8' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA. OALV, STEEL JAMB BRACKETS ATTACHED W/ (I) 1/4'-20 x 5/8" TRACK SPLICE BOLT & NUT SEE (TABLE 1) FOR • • • JAND BRACKET SPACING • • • TRACK CONAOURATION FOR 6'6" UP TO 14' TALL DOORS moue/REVISED r arrordyly .AD Me Florida RtalldiasCade A611igo= No eR Product Camel WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 6 VFRTCAL JANR ATTATIOAFNT to 0000 FRALIE CIRIICTIRF 6/18" X 3'. LAC SCREWS STARRNO 6' FROM. ENDS THEN 20' 0.0, (1 1/2' EMBEOMENT) 2 Y 8 VFRTICAI JAIFELATTACHLIFNT TO 2.000 ISl CONCRETE HILTI KEAK-BOLT 3/8' X 4' STARTING 6' FROM ENDS THEII 24' O.C. (2 1/2' EMBEDNENI) HIM SLEEVE ANCHOR 3/8' X 2-3/4' STM11N06° FROM ENDS THEN 16' 0.C. (I 1/4' EMBEOAIERT) TIW/FNASET REDHEAD (TRU-(OLT) 3/8' K 4' SFAR1810 8' FROM ENDS THEN 24 0.0. (2 1/2' EMBEOIAENS) 2 Y 8 0FB11G41- SWB AiTAC.HIAENT TO VIOL OW -6O R OCK SIMPSON 1/4' X 3' TITEN SCREWS STARTIRD 6' FROM ENDS, USE PAIRS OF FASTENERS (3' MART) AT 6' 0.0. (1 1/2' EMBEDMENT) HILT! 1/4' X 2-3/4' 10W1K-CON R+ SCREWS STARTRO 0' FROM ENDS, USE PARS OF FASTENERS (3" APARl) AT 8' 0.0. (1 I/O' EMBEDMENT) 2 X 6 VPRTICAL JAMB ATTACHMENT TO GROUTED C-RN BLOCK (20Qp_p . HILTI SLEEVE ANCHOR 3/8 K 2-3/4' STMTINO 6' FROM RIDS THEN 20' 0.C. 11/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-00 BLOCK) MACS AND DOLTS CAN BC COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. *PREPARATION OF WOOD JAMBS BY OTHERS i R-0A' lu+ 2X8 JAMB TP. 3' NR1 GROUTED BLOCK STRUCTURE es OedW16y Cd6RRvkhr>w FfaWd • ADoeplree N6(27p2. 1! MOM it Id. j/; Morn 1" MY OEStl' T&TN OI SOWN DAIS ET A WARD TO IBC 2010 11/1/10 BO A10'AXxS14IZE DESIGN LOADS +64.4 PSF -62.0 PSF LARGE MISSILE IMPACT RESISTANCE °p1]TEOIIIAA °S 4. SHE 44.,,E •h: No 0040578 ▪ c• c"+ V..ST DF :4/4. 17 163 CARRIAGE CEJRT VUISI N-SMDN, BA 811/3 W VNIMR,061 'Model #500 Claesica 1000, 2000 FLUSH AND BEAD PANEL 3d' cam 0(d' MATE O3/0/N - 8 0ED® BT Bui BAE w/II/N OIO1E1R BKMAS L S[W1J4BE HE IA RA 001B5N PAWS ORR II(C-5309-185-21-1 BEETBEF3 TABLE 1 DOOR- HEIGHT TRACK•ATTACHMENTOPTION 1 SPLICE A B C D F G I J K L M M ttV N WRIMEAt S t, : Of WA MR �E71 6'LY,b`c', to ;HT; OP RV OM ME 7' 3" 14" 27" 3388"" 46'' 56" 68" 76" a -;NA �gTA 00; fifiOS 41.3140)1M MO l ! i r : Mil 8' • 3" 14" 27" 38"�( 66" 68" 78�"�� 88�t"ma�cc gLf =113 100" TSKOV a1� 3" X�!� I 141" ni Y' 38" �48" :w1<,1 46"y 01: 66" i 68"p le 78" gran 88"p .A"tr ° e 9'� fox., <ii.. O.Y, F �277�"� 7ksa^.+ . ;"di '.8 IA % kfP: {� i�Y.,AA. t��t, f3'_ r A : O Gi',A 10' 3" 14" 27' 38" 46" 68 68" 78 88" 100" a 112" 11' 3" 14 27" 38 46" 66 68" 78" 88" 100" 110" 124" NM pia 4. 1: V) a1 011:OW 68" 78" '134 88" Wit 100 04 110" SO 122" RAi 10'• 12' 3" 14" 27" 38" 46" 66" 136" 13' 3" 14"{P27" 38 46" 66 68"dn78 8" 100"114" 122"134" 148" MOWN f8i�"r ON V4'a !3f>< ` aVe 8l RI AILVP4 'ON ei'd like WO 14' 3" 14" 27" 38" 46" 58" 68" 78" 88" 100" 114" 122" 134" 146" 160" ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY DOOR HEIGHTj` TRACK ATTACHMENT OPTION 2 SPLICE A C} D E F G Hwy I J K M S7 181h:�CEdt' {e ll�Ae�iillj,S` jBt { {� IN" ritil"- ryI I�1� �1t 8Ynffiiir- J J�j 17rr�'4k1. �j,L YileM p Ol 7' 3 5" 10" ES 34" 46" 58" 76" 8' 3 5 1022"3446"la 70"-88" ! N7 tlyI1 dwrifilaniu 22" Ell 7 46" 56" AIU 70" 1---1111 6`VVaCIWia£ I 100" 82" •101a • 231 10 1 r: D 12iF5lair mg 34 46" 68 MME1il 70" 82 ®----MEM ' lSy 0 alp MEMAIN kM ANf>)a ' 70 108` M 1124" yyB s 1 2e J ..,. P b.... ,e t QY ��94" 0 6 KSE�1 ;3ili�lL+ �� IC-'?F [-jx iF.E•Z�3;iI-'Yi.' i 9.%� irciiiiimmaimpTio46" 68" 70' 82" 94" 108 118" w- 138 MerrtMettinlEIMMPARIMERINNONSIRAIRM mir__ aluimai68"70" 8294 106"118""130 148" FiUZIA:%RRIE-:1OW1L7` lOfpg IgN K1N0?d: 14' 3.6" 10" 2a a4" 46" 68" 70" 82" 94" 106" 118" 130" 142" 160"- •• • • • • • • • • • • • • •• • • ALL Tf.11eI Atf11CHMENT SPACING +J-2" ALLOWED WITH S P 0g .SPF NO. 2 OR BETTER ONLY • • • • • TOP FIXTURE REINFORCEMENT ILLUSTRATION TOP FIXTURE ADDER PIECE 1' Ter Vtr'i 0 SIDE VIFV 1"T16FTR1e VIFV NOTES: 1. ZINC C5AI1N0 2. MATERIAL YIELD STRENGTH: .15-49 KS!. 3. MATERIAL HARDNESS: 00-60 ROCKWELL B. 4. 1.25' X 1.26" X 1" X 14 CA PUNCHED ANGLE MAY BE USED PRUD8JCr31.EVISED coowTla•Blg'ise+Torlds Dageiog Focope•ICe No., ., - .M .gind,p hoard Caw1d I /1DLC . Panel Arrangements . Section Stile Locations (Measured From Left Edge) Width (ft) Width (In) Helght(s) (In) 1st (in) 2nd (In) 3rd (In) Width to Leading Embossment Edge (In) Spacing Between Embossment Pairs (In) gtgrM 7'-6" r 90 NM 18821 gi A 22.487 ' cENTARTIPM114741SAiti-linPALk' M M1 MUM I!E 4.938 46.938 67,389 70.199 2038 3.126 4...0 ' 7g4�--r iittr }i+3FT7tT, 94 7'-10" 23.577 1 5.820 y��10821 STMI tarp 8'-2" 1MW 98 18821 25.063 48.938 72.813 4.612 6.848 1l11i `i ! OW8 gam mai wawa wismolet 8'-6" 102 18821 26.063 50.938 75 813 5.612 8.848 tip"�s3ilitii�PBr . 8 40 106 #s�9b6i1 18621 g2e $s�fis�el 27.043 52.938 78.813 6.612 10.848 p wsMUE14 a atNWwo mil %'.1.' a , , PRODUCE RENEWED ai amyl%wHb the Florida Building Ci.dc M.:gnome No 113 0,� B(9 07 Mi•nW"de Pwduet (k6761v1 PRODUCT REVISED d»Pbride Accoloanos No /4 III R11211XN CE AB19013 001E BY A 1800110101110 BX0 (to MAX"14 e'SI2� DESIGN LOADS +54.4 PIP -62.0 PIP LARGE MISSILE IMPACT RESISTANCE {8{III//III/� 4PS L. SHF(/yle,,ss -_ z ': No 004,0,5Z8-" a 165 CARRIAGE C01.01 VUISODN-5AtEN. NIN 61103 VW Rl5R.C141 Model #500 C1assioa 1000, 2000 FLUSH AND BEAD PANEL SE B ERATR 8Y SW 00A OVUM CEDED DT El DAIS O90I/08 MAW 68518 IRC-5309-185-21-I DEEM Ina L 98111860E PE 110 8A OOIOON MT 3 CP 3 i , • P,; f L Lt C , $ttuttural I $hering Consultlns Engineers: 1 ' PROJECT: RC No.: J. Basset & J. Green Residence 270 NE 104 ST Miami Shores, Florida 180115 Structural Calculations DESCRIPTION: DATE: No. OF PAGES: Structural Wind Calculations for Garage Door Replacement January 25, 2018 Cover.* 15 • • •• ••• •• • • • •• • • • • ••• ' L.#Z00338-$ •T 3.#;26946 : • • • •� Eduaj'Li2 Ciao, P.E. :Structural £nnineer :FE. Tor 5558f 5 • • 7500 NW 25th ST — Site 292, Miami;FIi331:2•. 41:305377.8860 - Fax:305.463-6761 • • • • • • • • • • • • • • • 4641 410• • • 0 ••• • • I r t S . 1. b GIR O�U P t1.L L'C'; .=.�. y, Structural &Shoring Consuttfng Engin4ers' ' ' _. "j Codes: Materials: (1) FBC 2014 Edition (2) ACI 318-11 (3) ACI 530-11 (4) ASCE 7-10 (5) AISC (ASD 13.th Ed.) (6) NDS 12 (7) ACI 347.2R-05. Guide for Shoring/Re-shoring of Concrete Multistory Buildings (8) ADM-10 (1) Concrete, Pc = 3,000 psi (U.O.N.) (2) Reinforcing Steel, fy = 60,000 psi — ASTM A 615, Grade 60 (U.O.N.) (3) Structural Steel, Fy = 50,000 psi — ASTM A 992, Grade 50 (U.O.N.) (4) Plywood, Structural Grade 1 (As per APA table 3, attached): Fb = 1,190 psi (U.O.N.) Load Duration Factor: Fb=1,488 psi (U.O.N.) (5) Wood, Southern Pine No.2 (Typical for all members): Single Member: Fb = 1,000 psi (U.O.N.) Repetitive Member: Fb=1,150 psi (U.O.N.) (6) Anchor Rods, ASTM A 307 (U.O.N.) (7) Bolting Materials, ASTM A 325 or A 490 (U.O.N.) Table of Content: Page Description 1 Sketches 3 Garage door wind calculations 10 Garage door Miami -Dade County N.O.A. •• • • • • • ••• ••• • • •• • . •• . • •• • • • •• ••• •• •.. • ••••• •••• . • • • ••• •• . •• • • • • • • • • •• • • • •• •• •• •• •• • • • ` • • • • •• •• � • • • • • ••• • • • • 0•• • • • I • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• BEDROOM 3 FAMILY ROOM ... BFST KITCHEN , UVING WAD ROOM BATH 2 STORA9E • • • • • • • • SCOPE OF WORK REMOVE WINDOW/BY OWNER REMOVE EXISTING CBS/BY OWNER STUCCO REPAIRS/BY OWNER INSTALL NEW IMPACT GARGAGE•DOOR BY AAA GARAGE DOOR INC. NO PLUMBING/ELECTRICAL/MECHANICAL WORK NO STRUCTURAL ALTERATIONS • • •••• • • • • •• • •• 4 • •(=. • 7L • •••• • • •••• • • •• •• • ••C' • •••• • • 0 0 a) 0) m 0 s• • • • • i • • •••OS• •E • • • irg • • • cn • • •• • • F`' REPLACE WINDOW WITH ORIGINAL GARAGE DOOR OPENING 8' X i iJC)1� I S —QS6 r f CI DRIVEWAY UNDER SEPARATE PERMIT/ROSS SERVICES #CGC1507522 NOVEMBER 27 2017 O z O E— C G-. U? z 0 z CV • • 0 0 0 a) rn m m M N elf N.E. 104th STREET 75.0' R/W FOUND 1/2" IRON PIPE FOUND 1/2" IRON PIPE 25.00' Al 10.1 25.00' 0% WEST 1/2 OF LOT 5 10 BLOCK 119 NOT 14 INCLUDED .- 12.4' 5.3' 1V x 10.1' .75.00', . • 50.00' 19.6' C A2 152.05' (P) 18.9' BUILDING #270 0 17.2' _ 13.9 22.9' 19.7' EAST LOT 1' 5 BLOCK 119 fNd.UDE'D FOUND 1/2" I IRON PIPE �mzy N A4 9 11'1"m POOL 4 ,"'r'1'1'a62. LOT 4 '.BLOCK 119 '•1 A3 75.00' 15.0' ALLEY (P) (IMPROVED) 1.5'1 Zr) 0 J LOT 3 BLOCK 119 FOUND 1/2" IRON PIPE BLOCK CORNER P.I. SURVEY NOTES CONCRETE WALK CROSSING PROPERTY BOUNDARY ON NORTHERLY SIDE OF' LOT THERE ARE FENCES & CBS WALLS NEAR THE BOUNDARY OF THE PROPERTY 0 FOUND 1/2" l IRON PIPE A1= 90'12'15" (P) A2= 89'47'45" (P) A3= 90'14'30" (P) A4= 89'45'30" (P) (SIGNED) PAGE 2 OF 2 PAGES BOUNDARY SURVEY •1 • • • ••• •• 0. rUIsleOoS CERTI4ATE • • • • o• • • AHEAEB•"CA4TIFYTTHISBOUNDARY SURVEY •ISATRUEAAdcUR REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. STATE OF �„ NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC t o R t u P pR SIGNATUREANDAUTHEN�T/G�A�TED ELECTRONIC SEAL, s u v t • • • •OR AMUSED EMlI4SED L AND SIGNATURE. • • • • • • • DVA, nr C1e.O • • • • • ' de A'" " • a OH O!„... D M.N..4 6:=;-01:- " ` ' •'MeNeal • ww' Dn.. 2Oia LT t611Dl tI .anu CLYDE O. MIcNEAL, PROFESSIONAL SURVEYOR AND MAPPER #?883 ••• • • LB #7893 TARGET SURVEYING, LIZ SERVING ALL FLORIDA COUNTIES 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561)640-4800 FACSIMILE (561) 640-0576 STATEWIDE PHONE (800) 226.4807 STATEWIDE FACSIMILE (800) 741-0576 - - • IftI I m Garage Door Repliceent • • • • • • •• •• • • • •• •: •• • • 000 • • • J Page 2 of 14 RC GROUP, LLC JOB TITLE Garage Door Replacement 10540 N.W. 26th ST, Unit G-105 Wind Pressures - for J. Basset Dora!, Florida 33172 JOB NO. 180115 SHEET NO. 305-477-8860 CALCULATED BY e.c. DATE 1/25/18 CHECKED BY DATE CS12 Ver 2011.12.19 www.struware.com WIND CALCULATIONS FOR Garage Door Replacement Miami, FL Garage Door Replacement •• • • • • • • • • •. • • • • • • • •• • • • •• • • • •• • ••• ••• • ••• • •• • • • • •• • • • • • •• •• • •• •• • • •• •• • • • •• •• • • • •• •• • •• •• • • • • • • •• • • ••• • • • • • • • •• •• •• •• • • ••• • •• • • •• • • •• •• • • • • • • • • • • • • • • • • • • Page 3 of 14 RC GROUP, LLC 10540 N.W. 26th ST, Unit G-105 Doral, Florida 33172 305-477-8860 JOB TITLE Garage Door Replacement Wind Pressures - for J. Basset JOB NO. 180115 SHEET NO. CALCULATED BY e.c. DATE 1/25/18 CHECKED BY DATE Code Search Code: ASCE 7 - 10 Occupancy: Occupancy Group = B Business Risk Category & Importance Factors: Risk Category = Wind factor = Snow factor = Seismic factor = Type of Construction: Fire Rating: I I 1.00 1.00 1.00 Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (6) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht Live Loads: use 1.00 4.00/12 18.4deg 45.2 ft 37.6 ft 12.1 ft 0.0 ft 0.0 ft Roof 0 to 200 sf: 20 psf use 20.0 psf 200 to 600 sf: 20 psf over 600 sf: 20 psf Floor: Typical Floor Partitions Partitions Partitions Partitions •• • • • • • • • • •• • • • • • OOOOO • .•• • • OOOOOO • • •• • • • •• • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Garage D000Replacement • • • • • • • • • • • • • • • • • • N/A N/A N/A N/A N/A www.struware.com Page 4 of 14 RC GROUP, LLC 10540 N.W. 26th ST, Unit G-105 Doral, Florida 33172 305-477-8860 JOB TITLE Garage Door Replacement Wind Pressures - for J. Basset JOB NO. 180115 CALCULATED BY e.c. CHECKED BY SHEET NO. DATE DATE 1/25/18 Wind Loads : Ultimate Wind Speed Directionality (Kd) Exposure Category Enclosure Classif. Internal pressure Kh case 1 Kh case 2 Type of roof 175 mph 0.85 C Enclosed Building +/-0.18 0.849 0.849 Topographic Factor (Kzt) Topography Hill Height (H) Half Hill Length (Lh) Actual H/Lh = Use H/Lh = Modified Lh = From top of crest: x = Bldg up/down wind? H/Lh= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt = (1+KiK2K3)^2 = Hip Flat 0.0 ft 0.0 ft 0.00 0.00 0.0 ft 0.oft downwind Gust Effect Factor h = 12.1 ft B = 37.6 ft /z (0.6h) = 15.0 ft Rigid Structure e= Zmin. = c= go, gv _ LZ = Q= lz = G= Garage Door Replacement Ki = K2 = K3 = 0.20 500 ft 15ft 0.20 3.4 427.1 ft 0.93 0.23 0.89 use G = 0.85 H< 15ft;exp C \ Kzt=1.0 ESCARPMENT V(z) -Speed-up 0.000 V(Z) x(upwind) x(downwind) 0.000 1.000,E �5 H 1.00 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.32 Rigid structure G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure Natural Frequency (rii) = 0.0 Hz Damping ratio (R) = 0 /b = 0.65 /a= •••0.% • • . • • •• Vz= •• 147,g Rn = 0.000 Rh = 28.282 RB=•••2'8 82 RL=••• 28i3,82, gR = • 0!000 R = 0.000 G = • • A.Qoo • • • •• • •• • • • • • • • •• •• n= 0.000 h= 12.1ft • ' • obbb • • • 0.000 • • • • • ••• • •• • ••. •• • • • • • • • • • • • • • • • • •• • • • • • • • Page 5 of 14 • • RC GROUP, LLC 10540 N.W. 26th ST, Unit G-105 Doral, Florida 33172 305-477-8860 JOB TITLE Garage Door Replacement Wind ,Pressures - for J. Basset JOB NO. 180115 SHEET NO. CALCULATED BY e.c. DATE 1/25/18 CHECKED BY DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: Test for Partially Enclosed Building: All walls are at least 80% open. Ao > 0.8Ag Input Ao 0.0 sf Ag 0.0 sf Aoi 0.0 sf Agi 0.0 sf Ao z 1.1Aoi Ao > 4' or 0.01Ag Aoi /Agi <_ 0.20 Test YES NO NO Building is NOT Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao z 1.1Aoi Ao > smaller of 4' or 0.01 Ag Aoi/Agin 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri) : If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ri = 0 sf 0 cf 1.00 Altitude adjustment to constant 0.00256 (caution - see code) : Altitude = 0 feet Constant = 0.00256 S. • • • • • • • • •• • • • • ••• S. • • • •• • • • •• • •.• • ••• • . • • • • • . • • • • • . • • • • • • • • • • • •• • • ••. • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Garage Dooi Replacement • • • • • • • • • • • • • • • • • • Average Air Density = 0.0765 Ibm/ft3 Page 6 of 14 RC GROUP, LLC 10540 N.W. 26th ST, Unit G-105 Doral, Florida 33172 305-477-8860 JOB TITLE Garage Door Replacement Wind Pressures - for J. Basset JOB NO. 180115 SHEET NO. CALCULATEDBYe.c. DATE 1/25/18 CHECKED BY DATE Wind Loads - Components & Cladding : h <= 60' Kh (case 1) = 0.85 Base pressure (qh) = 56.6 psf Minimum parapet ht = 0.0 ft Roof Angle (8) = 18.4 deg Type of roof = Hip Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 2 Overhang Zone 3 Parapet h= a= GCpi = 12.1 ft 3.8 ft +/-0.18 ULTIMATE LEVEL FORCES - WIND LOADING GCp +/- GCpi Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 200 sf -1.08 -1.01 -0.98 -61.1 -57.1 -55.4 -59.4 -55.4 -1.88 -1.53 -1.38 -106.4 -86.6 -78.1 -97.8 -78.1 -1.88 -1.53 -1.38 -106.4 -86.6 -78.1 -97.8 -78.1 0.68 0.54 0.48 38.5 30.6 27.2 35.1 27.2 -2.20 -2.20 -2.20 -124.5 -124.5 -124.5 -124.5 -124.5 -2.20 -2.20 -2.20 -124.5 -124.5 -124.5 -124.5 -124.5 Negative zone 3 = zone 2, since hip roof with angle <= 25 degrees Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0 Overhang soffit pressure equals adjacent wall pressure minus internal pressure of -10.2 / 10.2 psf qp= 0.0psf CASE A = pressure towards building CASE B = pressure away from building Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Garage Door Replacement Solid Parapet Pressure Surface Pressure (psf) User input 10 sf 100 sf 500 sf 40 sf SASE A : Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 CASE B : Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 20 sf 56 sf -1.28 -1.10 -0.98 -72.4 -62.4 -55.4 -69.4 -64.9 -1.58 -1.23 -0.98 -89.4 -69.4 -55.4 -83.4 -74.4 1.18 1.00 0.88 66.8 56.8 49.8 63.7 59.3 garage door replacement tributary area = 8'x7' = 56sf •• • • • • • • • • •• • • • •• •. • • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• ••.Page7of14 • • • • • • • • • • • RC GROUP, LLC JOB TITLE Garage Door Replacement 10540 N.W. 26th ST, Unit G-105 Wind Pressures - for J. Basset Doral, Florida 33172 JOB NO. 180115 SHEET NO. C 305-477-8860 CALCULATED BY e.c. DATE 1/25/181 CHECKED BY DATE Roof Ultimate Walls Ultimate to Service Conversion Table Roof Service Conversion: Wservice = 0.60 Wultimat 1 Surface Pressure (psf) User input Surface Pressure (psf) User input 10 sf 50 sf 100 sf 20 sf 500 sf 10 sf 50 sf 100 sf 20 sf 500 sf -61.1 -106.4 -106.4 38.5 -124.5 -124.5 -57.1 -86.6 -86.6 30.6 -124.5 -124.5 -55.4 -78.1 -78.1 27.2 -124.5 -124.5 -59.4 -97.8 -97.8 35.1 -124.5 -124.5 -55.4 -78.1 -78.1 27.2 -124.5 -124.5 Zone 1 -36.7 -34.3 -33.3 -35.6 -33.3 Zone 2 -63.8 -51.9 -46.8 -58.7 -46.8 Zone 3 -63.8 -51.9 -46.8 -58.7 -46.8 Pos.All 23.1 18.3 16.3 . 21.0 16.3 OH Z2 -74.7 ' -74.7 -74.7 -74.7 -74.7 OH Z3 -74.7 -74.7 -74.7 -74.7 -74.7 Parpet Ultimate Solid Parapet Pressure Surface Pressure (psf) Userinput 10 sf 100 sf 500 sf 40 sf CASE A:Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 CASE B:Interior zone: 0.0 0.0 0.0 0.0 Corner zone: 0.0 0.0 0.0 0.0 Walls Ultimate Parapet Service Surface Pressure (psf) Userinput 10 sf 100 sf 500 sf 40 sf 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Walls Service Surface Pressure (psf) User input Surface Pressure (psf) User input 10 sf 100 sf 500 sf 20 sf 56 sf 10 sf 100 sf 500 sf 20 sf 50 sf -72.4 -89.4 66.8 -62.4 -69.4 56.8 -55.4 -55.4 49.8 -69.4 , -83.4 63.7 -64.9 -74.4 59.3 Zone 4 -43.4 -37.5 -33.3 -41.6 -39.0 Zone 5 -53.6 -41.6 -33.3 -50.0 -44.7 Pos.All 40.1 34.1 29.9 38.2 35.6 .. . . . . . ... .. • • . • • • • • •• • • • •• • • • •• • ... • ... •.. • •• . • •• • • • • • • • •. • . • •• •• •• •• •• • •• • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • ••• • • • • • • . . • . . . • • . •• •• • • • • • • • • • • • • • Garage Door Replacement • • • • • • • • • • • • • • • • • GARAGE DOOR (SERVICE LEVEL) DESIGN LOADS ARE: +54.4 PSF < +35.6 PSF OK -82.0 PSF < -44.7 PSF OK Page 8 of 14 RC GROUP, LLC 10540 N.W. 26th ST, Unit G-105 Doral, Florida 33172 305-477-8860 JOB TITLE Garage Door Replacement Wind Pressures - for J. Basset JOB No. 180115 CALCULATED BY e.c. CHECKED BY SHEET NO. DATE 1/25/18 DATE Roofs w/ 6 5 10° and all walls h>60' Monoslope roofs 10°<0530° h <_ 60' & alt design h<90' a Garage Door Replacement Location of C&C Wind Pressure Zones Walls h<_60' & alt design h<90' Multispan Gable & Gable 7° < 6 5 45° Stepped roofs 6 5 3° h 5 60' & alt design h<90' Gable, Sawtooth and Multispan Gable 6 5 7 degrees & Monoslope 5 3 degrees h <_ 60' & alt design h<90' Hip 7° < 6 5 27° rt -r Monoslope roofs 3°<6s10° h <_ 60' & alt design h<90' A B 'C D Sawtooth 10° < 0 <- 45° h <_ 60' & alt design h<90' • • • •• • • • • OOOOO • •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••• • • •• •• •�••Page 9of14 • • • • • • • • • • • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 Miathi Dade County) and/or the AHJ (in areas other than Miami Dade County) reservethe 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 500 Classica 1000, 2000 Steel Sectional Garage Door up to 9'-0" Wide APPROVAL DOCUMENT: Drawing No. IRC-5309-185-21-I, titled "Model 500 Classica 1000, 2000 Flush, Bead, Raised and Recessed Panel", sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas 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 tll4tributors' ud hall 'adaltable for inspection at the job site at the request of the Building Official. T.h'is 1 J A:r4'ite%.N01,A # '-0306.05 and consists of this page 1 and evidence page E-1, as well as approval `locuinesrt %entinrred:above. • The submitted documentation was reviewed by Carlos M. Utrera, P.E. •.• • • • •• • • • •• • • • S. • ••• • • • • ••• • • • • •• • • • • • • •• • • • • •• • Garage Door; Replocenment •• •• • • • • • • • • • • • • • • • • • NOA No. 15-0505.19 Expiration Date: April 29, 2019 Approval Date: July 23, 2015 Page 1 Page 10 of 14 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 12-0228.11" 1. Drawing No. IRC-5309-185-21-I, titled "Model 500 Classica 1000, 2000 Flush, Bead, Raised and Recessed Panel", sheets 1 through 3 of 3, dated 09/11/2008, with revision A dated 11/07/2010, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 12-0228.11" 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. "Submitted under NOA # 09-0312.06" 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 2411 3.2.1, TAS 202-94 5) Tensile Test, per ASTM E8 Along with marked -up drawings and installation diagram of Amarr 9'x 8' 24'ga steel garage door Model 500 Classica 1000, prepared by American Test Lab, Inc, Test Report No. ATLNC 0825.01-08, dated 10/07/2008, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS "Submitted under NOA # 12-0228.11" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by Tomas L. Shelmerdine, P.E. Garage Door Replacement E -1 •• • • • • . • •• •• •••• ,�. fQpi5 • • •• • • •• ••• •• • • • Carlos M. Utrera, P.E. Product Control Examiner • • • ••• • : • •••NOAPNQ.19-Q505.19 • • •• • • Exrira(Ion Aftej•Aptll49,2019 • • • • Aafproynl Date, 9u1y23, 2015 •••• ••••••• • • •• • • • • • • •• • • • • •• •• •• i • • ••: • •• • • • •Page 11 of14 • • • • • • • • • • • G) 0) I CO 0 0 •R•••• j•. •• •g•••• • • • • • • • • • • • ••-- • • • • • • • • • •11 6A •AN, CSWECMT • pT•► LER IRACRCT S/4' N 1[AD SCAE PER BRACKET • • • • • • • • ��• • • • Z [A A14104 1HHEEAOD SCAMS PER.0414. • • ♦ • •• •1.•• • 32. HAIL SE9110I 41WIlf • • • • •• FIRM 1°A"RAI • • TYPICAL TOP FIXTURES, • • dlii • • • • 4 14 RA 1.C3' X IRA X 1 OMER AMU ATTACKS TO AD.RRTAILC 0.1/C•TL 10P FIXTURE VIM (I) 3A6' X 3/4' ELT AND LW SJUSTAILE AIDE ATTACKED 41 6/16' X 3/4' SILTS r 11 IAD. STEEL ROLLER V/S' STEN AN' (I) 7/16' DOLT DEADER USED MR 1NREA0I FASTENFAS 34' 9 0 HAX REEK ELEVATED II.TS. 3' DEA STINT ATTACHED V/ co I/P X UM' HEX HEAD SCREW AT EACH END NO CCNIER E1AE e' I/ PALL arm ROLLER we, ma AEI (I) RETAINER USED FOR MIMEO SHAMS PER ROLLER �S3/411M'N14 S10 SAS' RI SAP LAO ECRCV (G PER JAR/ IRACKCT (1) 1/4-24 II 6/B'1RACK ,PUCE KILT NO NUT 'TYPICAL DDTTON BRACKET ILLS. 3 3/S. R-TRUSS A4O�V/A)SCREVR AT MD CE111ER (TILE • TYPICAL, CENTER HINGE itT.t. t' 10 PALL STEEL ROLLER V/4' DER 40 (I) /GRAINER USER FIR 11RCA0E0 RUNTS PER RKLER' 14CAVKCREADE/RAO ROLLER R-1R006 V/ (3) 1/4' x 6/4' HEX HEAD SCREW PER CARRIER a 1/0' LISA a -TRUSS DOMES V/ D) I/4''I 3ES Alm (2) AT GpC[[ STILE 101TO.Y 'RACKET 13 IA ATTACK!! V/12) 1/4' X 0/11' HEX HEAD SCROD . VIM LOCK ICIOM EACH tot STAE (1) PER SWOON I -I/O' X 0-3/0' X 31-I/O' (32' SECTNXT) -I/O' X 2-5n' X t)-1/t' (20' SCCT1ms) I -I/O' X D-3/r x tI-1/V (KT' SECTIONS) 1-I/2' X 2-3/t' X 17-1/r (ID' KU HNS) 21 GA CENTER MIL TRACK MOUNTING OFTAII 11.1.S. TYPICAL END HINGE N.T.S. AL ►PUER SY INSTALLER) t1 OA GM.V. STEEL DIP STILE T1ACIK0 VIER (Ia CLINCHER JOINTS COIL VERTICAL :AMP 2E1 SW 0R SPF (N0. 2 OR IRTRR) 1404 COZIER N1NDE ATTACNI V/ DP I/I' a 3/4' HET MO SCREVS E4 GA SKIN V/DARED ITT POLYESTER EINEM 14 RA 013 INCE ATTUNED -�V/ (E) 1/4' R 1/4' K1 HEAR SCANS DOA ROLLER COWRIE ATTACK!) 0 CIO STILE V/ (1) 1/4' I, 3/4' HiX TEA/ SCAM PER CARRIER 0.10E LOCK DRAMS 5)10 VERIKAL TRACK ml ALIENATES (HEAP LATCH, WM 1/4 AIR( 1/1q( OPTIMAL) ME M • ACX S.110.XINlS .00.1' 13 NO% SIE4 00 ROLLER CEDERV, EAC; 0 TO R-TRUSS 4' NET HEAD SCREVS • 14 DA 1.E3' X 123' X I. PUNCHED ANGLE ATTACKER TO ADJUSTABLE SLIDE ON • TOP FIXTURE VITH (I) 5/16' X 3/4' DOLT NM rut ADJJSTADLE SLIDE ATTACHED VITN (2) 5/16' X 3/4' DOLTS AND KISS /3' )1 EC GA. STRUTS (I) PER SECTION CI aA1K1E 3 9/0R1 X IS GA. UNIV. STEEL R-TRUSS ATTADIED CI) PER s4GT1a V/ (4) 1/4' x 3/4' HEX HEAD SCREWS AT EACH END STILE (0) AT EACH CENTER STILE • BOTTDA BRACKET AT/TAC)HED� / Mi%(HEAD sCRE1B54- CONE. STEEL REi x R SFC11ON A -A (SIDE VIEW) SEK RT.S. DESIGN LOADS +244.8 LEIS/FT -279.0 LBS/FT INTERIOR OF GARAGE MAX. WIDTH 9'0" r- 1 1 1 1 1 1 1 1 1 1 1 1 SEE NOTE 2 $3'ECIFICATIDNS AND NOVI 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO 111E VERTICAL TRACK, FROIA THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL AAMOS. TUE HORIZONTAL ED R4A MTM OR E ER RECEIVES NO PORTION OF THE LOAD TRANSFERE DOOR. 2'2EAC V CA JA 80 LOS ES MAXIMUM DESIGN LOADS OF: 3. DOOR ANO HARDWARE DLL RE DESIGNED. MANUFACTUREO AND INSTALLED WITH STANDARDS AS SET FORTH BY OASMA. A 000E SEOTONS SHALL BE 24 OA. MIN. EXTERIOR SKIN ROLLED FOAMED, 1V/ BANCO 0H POLYESTER FINISH 5. DOORS UP TO IV0' 111C11 USE (1) 3 5/6- R-TRUSS AND (1) 3', 20 CA. STRUT PER SECTOR S. REFER 70 TABLE 1 FOR TRACK ATTACHMENT SCHEDULE 7. SUPPORTING STRUCTURAL ELEMENTS SHALL OE DESIGNED BY A RF.OISTREO PROFESSIONAL ENGINEER FOR TIRO LOADS INOICAIEO ON 11R3 DRAWING N4 AUDITOR TO OTHER LOADINGS. B. THIS APPROVAL REQUIRES TIRE MANUFACTURER 70 DO TESTBIO OF ALL COILS USED TO FABRICATE 000E PANELS UNOFR THIS NOTICE OF ACCEPTANCE. A' ND4IMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO AST1,4 E-B BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY I F. MANUFACTURER. EVERY 3 MONTHS, 4 TINES A YEAR, THE MANUFACTURER SHALL MAR. TO INS OFFICE: A COPY OF THE TEST REPORTS PAIN CONFIRMATION 'RAT THE SPECIMENS WERE SEIECTEO FROM COLS AT THE MANUFACTURER PRODUCTION FACLIIE3. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS 1I114 DELO STRENGTH Or 34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. LARGE MISSILE IMPACT RESISTANCE PRIIDUCE310VSSBD PRODUCT RENEWED ow a/64)4i6 Ada Al• FRAUD •' 4Om117K• MS the Florida Cad 111i51ir Cede Acemarme'I�31, 1 PRODUCT WISED A/ yawls*, with **Mork?* OWN* Lode OS' A6reg41E• NO/A 4 1E1 IERRPOM a 410(40 I DINE DRATDN RCM B/I/N AA X 7 DESIGN LOADS +64.4 PST -62.0 PST LARGE MISSILE IMPACT RESISTANCE 10 141 CARRIER CHAT VIIRImroALEA 1(0. t1103 W VA UICIE Model #500 Claseioa 1000, 2000 nun, ma, mega AND. RICESSID PANEL DIE B UMIHft SD DATE aAVa 0110®N all OLE (0/11A6 1µ0RD ILERT RC-S309-185-2I-I MOM II13O1L BEID36E RE TIC IN COMM SR1 1 CC 3 ;uaweoeidab good 06eieD PNOWCT RENRWED OmFBJB• with 0M FI6Ada &AA* Cade ANo j•-0 O(,0S pad //!W!Y Warn 444 Product Conant 13 GA. FLAG BRACKET ATTACHED TO MOOD JAND V/ (3) 5/16 DIA. X 1-5/0' LAG BOLTS AND TO TRACK V/ (4) 1/4'-20 X /0 TRACK SPLICE BOLTS AND NUTS SICE TRACKS AlTHIS LOCATION S77PP/L SECURE 1T/O4 JAMS TRACK (3) 3h8" DIAL. & NUTS LAO BOLTS. (1) AT SPUCE LOCATION AND (2) IN UPPER PORTION OF FLAG BRACKET (1) 8/I6' DIA. X I-0/B' LAO BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 OA. OALV. STEEL JARS W/ (1) l/4•-20 R 5/B' • • • •'Y�• • ` • • TRACK SPUCE BOLT & NUT • • "I •• •• • • • NI •• •• •• • . • • • I • moDuCiaBYKIEZ ■1 NTaeplFtrg nl•len4414 • • • • • SEE (TABLE U FUR AYR•1mF. Pb 0 • JAMB BRACKET SPACING F.eelll•YeA06e /• • S. • • • • • • • TRACK CONFIOURA-IION FOR 6'6' UP TO 14' TALL DOORS haluel C,eRsd • • •• • 6w • • • • •AS•••• •••• • • 0) - CO •••• CD W 0 WOOD JAMB ATTACHMENT TO STRUCTURE 2 XX a FR' TRs1 O RIE-71_OiL E R/18' X 3'•1A0 SCUMS STARRRO 6' MN EROS TRIER 20 0.0. (1 I/2' EMBEDMENT) 2 X a WRIER A1TMAT74CF61/II( TO two Psi anoint 1.L11 KWIC eau 3/6' X 4' SUMO 6' FROM ERGS 1REU 24" Da (2 1/2' EMBESMVIT) WTI SLEEVE ANX4C0 I/r X 2-3/4' STARIRTO.6' FROM Egos men Ts" D.C. it I/4' EMBESUEIR) IDT/1WASLT REORUD (TRU-OOLT) 3/0' X 4' 6TM11K0 6' FROM ERRS 1KEN 24 0,0. (2 1/2 EMJKOOENT) S 71 a WRIE . JAM ATTM.MIFRF10J101101/ 0--E0 mom BRAP3011 1/4" X 3' MEN SCREWS S1AA11110 6' FROM ENOS, UsE PAIRS Of FASTENERS (3' APART) AT a' 00. (1 " EUBC05187E) L00. EI1BE0 2-3/4' -3S//' � R4 SCREWS STARING 6' FROM END% USE PARRS OF FASTENERS (3" ATMRT) ATG' Lil &wE NFCKOR3/6 X 2-3/4' sFA1T11N0 6 FROM ENDS Tel 2200' D.C. 1 1/4' EMSEOMETII) (OR. USE FASTCNEIm FOR 11OWR 0-10 111000 1�/Nal DOLTS O1 1N BE C63 01 ERR $ PROWDE A FLUSH ROUNIRjO SURFACE 110110W e(0CX STRUCTl1RE 1.1/M NK 2X0 AMR UP. 2' RBI /< GROUND iX001� 1010 STII6CrUSE 0031421 Of ROM i DESIGN LOADS 464.4 PST -42.0 Psi) LARGE IAISSRE IYPACT RESISTANCE 1 11A aim Fiala FM* .A6am0c.N6 2 2 •!1it %;A;� DOE BT us 0B21462 COAT VDITTSN4ALER, RI: BAq WMAMSRAON Model #500 Classics 1000, 2000 FLUSH AND BEAD PANEL SA 8 MVO 91 IAE CO/HAD OMIT Ra RE CODA auxo Rua AIC-5309-185-21-I DBE@ DEWS L ROXIAIBt ►E Mk (OR O R012 a3 0 • 0 •R•••• C • T. •s•••• c) •CD • •g••.• •� • • • • • • • • • • • • • **TABLE 4•• • •• • •• • •• • • • • •• • • • • • • • • • • • • • OR HEIGHT tiltikadMigailAMINEMOIMARIIROMIEVIEMPAltiWd 7' TRACK 'ATTACHMENT OPTION I SPLICE A B! C a% D E F O H I Q K L M 338""� 466"].Q56""Q N• - 'N S { ,mg 76"y`� kfe 1%1 (� t� 77 jI�{� u Y.�•% 1C"iJ':ILA� Our; FFA �iS�ITRFiGFl9' t168T"�J��j���afj 1-'CIF.RIRO�R3: TEMMi 46"A 66" 78""1 L:gli *�(fi a��',�sFi.1l MUM K .4' 1P l 0' VC'i`'alb<t' 3" giffilia �3Y8" I .�'I 46" 66" p6y8" T�F7�,�{��-±�(s��7� R"t IERIP7'.1.If2i�iPJF2�lNa?Uk?Jlsklli�A'i'/ 68" 78" 88" t,,88' 4 NERI 100' TM Mlrs,.k' E 68" 68" katiMP 78• 100" "�i. '�MU E1 `1E,fil?TTi 112" �}'-�;p y Y:1'..E'f1l'd` alairgpe�1�-- li M1lk"e!i11.'t TF i�c•{i�t!gp��m,�gyy��i�.�448" t}-ftllF"zA"1 {i�Qr, 067.1[Inl.,lc 3" 14" 1�5�4"+°fJf+:� iVq 27" it 38" 46"Y �li:lPZIW 66" y8�8y" .�`t'sYAtFrr t'lfit!tt! I,TRI ��L F �t �q L3.,115,V [;3 124' �':I� 46" . 56" p881'S78'py88P"�y100" E'?4tNIE--[0tl.NE 68" 78" 88" 100° p1110" ° tA�2'd� 110" 122' �a,'I1[ 1 : 1I~'t 1 l 6 EMEIEMICIIMMIONZUMMIRDIIMEEMialfEil 13' 3" 14" 27" 38" 46" 66" 88" 78" 88" 100" 114" 122" IlEi 148" 14' 3' 14" 27" 38" 48' 50" 68" 78" 88" 100' E 122" Pa 146" 160" 3.5" ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED WITH SW OR SPF NO. 2 OR BETTER ONLY 10" 27' 34° 48" 'ftv s7 f 4 4`A 1? 3011a( 58" 70" 86 WA 1= NM WW1 RIffEi1 !9¢'6y�5 3.5" 10" 22" 34" 46" 68" 70" 82" "411 10' 3.6" 10" 27' 34" 46" 58" 70" 82" 94" 112" 100" 91i(6"(;V 's';'i I 7r .:h ;i" I.4;1,,"422 t)n ro•t' f6: 1:} n OP '.3TI,E;'',I>5'. 11' 13' 3.5" 10" 22" 3.5" 34" 46" 68" 70' 82" 94" 106' 10" 22" 34" 46" 56" 70" 82" 94" 106' 118" 130" 124" 140' tiR'EESLVOC=I .1 i''IMik 'Iil'o�(>; I'a 'tiQ IMwr1 }: 14' 3.5" 10" 22" 34" 46" 68" 70" 82" 94" 106" 118" 130" 142" 160" ALL TRACK ATTACHMENT SPACING + —2" ALLOWED. 'MTH SW, OR SPF NO. 2 OR BETTER ONLY TOP FIXTURE REINFORCEMENT ILLUSTRATION i2rarrain view NOTES 1. ZINC COATING 2. MATERIAL MELO STRE11012e 35-46. KS). 3. MATERIAL HARDNESS 60-80 ROCKWELL 6. 4. t.26" X 1.26" X I' X 14 OA PUNCHED ANGLE MAY DE USED I AbLb 2 Panel Arrangements Section Stile Locations (Measured From Left Edge) Width to Spacing Width Width Halght(s) lit 2nd 3rd Leading between (ft) (in) (In) (In) (In) (In) Embossment Embossment Edge (In) Pairs (In) SIMON Mai gi >i MI M Wd flIW , 7fi" 90 11021 22 4.930 67.3e9 2036 4. 0 6 I 7 10 94 16521 23.377 46.936 70299 3.126 3.e20 i."4MF419T I'.F1A:Ai<FI1LIM ttltA1-1,1 IItXAVI h IMIuCi'leP,f;ffiln3; e 2" 96 11621 26.063 46.931 72 513 4 612 6 841 �1.' .'U(E' '.'IM1•ivtirlf 'tl..g.3IV1 .tuii.li: t(I�Tii PA411.'11 -6" 102 16621 26.063 10.931 S 13 3012 6.646 '1, 1Lt':11'y'S.Ir]':itii..lYf bi lati i.((YYliVil'b+ Ilil?i199.11U,V2D.t _ 9 4 6'-10" 106 16621 7.003 32.936 78.13 6412 10646 ',war .' .,,r';('?f rilttti,r 11 r^r?L•'tft 1112..'63'dl(4?3=11' i+ell?.1_1 PRODUC= RENEWED es camwith els, Reid* Sulldbi Cock Acceptant. NoitcW3; By N6q L]arol Pi6WULT3LEVISED a.pt. 4,:sN,6'16e0Tedd. PROM=1MVISll 11:0 Ns �� Ddtdlaj Cb'6e p ! AaNO4 7 tM J. WA R' 'b` 4 A I I6661010 AV Mt90P= Cr M6AXe S14DI DESIGN LOADS +54.4 PSr —02.0 Par URGE I6SSl[ IMPACT RESISTANCE PAX I1/7/IO IS STAGE OF 14/ ��64�Nputt6t4 163 CO3*WK CA61 ' 60WI-taL[I 114, e7N3 WW5066LW1 Model #500 Classico 1000, 2000 FLUSH AND BEAD PANEL SII OMRI6T EX! 602E 6W/11/k OM V S 602E WA1700 K611r0 0266 IRC-5309-185-21-1 06)at TNNAS L 9431035Of FL 11C. Na 0016319 sai 3 if 3