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WS-19-172Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: L1 /12/2019 Parcel Number 10642 NE 10TH CT, Miami Shores, FL 33138 1122320280940 Contacts Permit No.: 5-01-19-172 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Approved Expiration: 07/23/2019 CHRISTOPHER AVINA Owner 10642 NE 10 CT, MIAMI SHORES, FL 331382102 AAA GARAGE DOOR INC Contractor TAMMER DARWISH Business: 3057020113 info@aaagds.com Other:7862990444 _ Description: 1 GARAGE DOOR REPLACEMENT TO REPLACE Valuation: $ 1,600.00 uests: 1305-762-4 Inspection Re949 WS17-2079 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 02/12/2019 $77.35 Credit Card 01/24/2019 $50.00 Amount Due: $0.00 Building Department Copy 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-z g. Futhermore, I autho ize the above named c ntractor to do the work stated. / a2- Authorized Signature: Owner Applicant / `-Contractor / Agent Date February 12, 2019 Page 2 of 2 Miami Shores Village RLLtiVr_U Building Department JANZ4 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ul Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING FBA,. L0 rq Master Permit No. _ Dr2 Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I o n z4 L i 0 0-4 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes _ Occupancy Type: 1 oad: Construction Type: Flood Zone: BFE: _ r/� -Ir OWNER: Name (Fee Simple Titleholder): (/,kwIs �'/"yF� !�/�� Phone#:,o 6 Address: /,0 6,j2 A/�F_ mWe FIFE: 51Ig8 .,!� ff?.b City: State: d tl�� Zip: 3 Tenant/Lessee Name: Phone#: Email: 42FPwyi(Ali✓�f�'Iff�C//1��rS���LG���!%�-/✓� CONTRACTOR: Company Name: AAA C_f R P_R&4E Daa e 1 h L Phone#: Address:Z92 o o SW LI a (pQLAte Azi;�I74 City: Qualifier Name: I State Certification or Registration #: DESIGNER: Architect/Engineer: ' Zip: 33 I S qn Phone#:('4&j 29 Certificate of Competency #: 1158S n 0 Phone#: Address: A City: State: Zip: Value of Work for this Permit: $ j(o ©V • {' Square/Linear Footage of Work: ll Z Type of Work: ❑ Addition ❑(,v� Alteration ❑ New CK Repair/Replace ❑ Demolition Description of Work: %ZIP 40— 42 7 Kd-,- t(U-V lD_ L C..sI.l(n_ C_ \ t IC((h_ in1.0 l =1— Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ti Signature OWNER or AGENT l The foregoing instrument was acknowledged before me this ??"J day ofAIn►�&AJ 120 14 by r, who is personally known to me or who has produced 276/h 6Yl 6 2'.37,Vas identification and who did take an oath. NOTARY PUBLIC: r Sign: Y Print: - /d Seal: 00 Notary Public So" of ftn" ` ibDiana P Zequ*a Wh' Commlas" GO 10p70 APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this 12 day of y 20 14 by fjyrypy ��li"w/ who is personally known to me or who has produced ;fin as identification and,who did take an oath. NOTARY PUBLIC: " a Sign: Print: Seal: �00 aft% Notary Public state of Roll* Diana P Zequeira VIP My Commission GG 19500 Ala Expires 01VIr 022 ********************* ******* Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) • • • .00 � & • • WORST CASE SCENARIO DESIGN PRESSURE CHART, ENCLOSED BUILDINGS FLORIDA BUILDING CODE 5TH EDITION (2014) DADE COUNTY FLORIDA •'• .; .'. : n; •'� 175 MPH EXPOSURE C Door Width Door Heigh Mean Roof Hei ht Design Pressure Positive Negative 8 7 15 35.6 44.7 9 7 35.3 -44.0 10 7 35.0 -43.5 16 7 33.8 -41.0 18 7 1 33.5 40.4 8 7 16 36.1 -45.3 9 7 35.7 -44.6 10 7 35.5 -44.1 16 7 34.2 -41.6 18 7 33.9 -41.0 8 7 17 36.5 -45.9- 9 7 36.2 -45.2 10 7 35.9 -44.7 16 7 34.7 -42.1 18 7 34.3 -41.5 8 7 18 37.0 46.4 9 7 36.6 -45.8 10 7 36.4 -45.2 16 7 35.1 -42.7 18 7 34.8 -42.0 8 7 19 37.4 46.9 9 7 37.1 -46.3 10 7 36.8 -45.7 16 7 35.5 43.1 18 7 35.2 -42.5 8 7 �20 37.8 47.4 9 7 37.5 -46.8 -16 6­7-4 7 ­35.9 -46.2 1 -43.6 .0 8 7 21 38.2 47.9 9 7 37.8 47.3 10 7 37.6 -46.7 16 7 36.2 -44.1 18 1 7 35.9 -43.4 8 7 22 38.6 -48.4 9 7 38.2 -47.7 10 7 37.9 -47.1 16 7 36.6 44.5 18 7 36.3 -43.8 8 7 23 38.9 -48.9 9 7 38.6 -48.2 10 38.3 -47.6 16 T 36.9 -44.9 18 36.6 -44.2 8 7 24 1 39.3 -49.3 9 7 38.9 -48.6 16 7 38.6 -48.0 16 7 37.3 -45.3 18 7 36.9 -44.6 8 7 25 39.6 -49.7 9 7 10 7 jf M-45.0 16 7 18 7 37.3 EXPOSURE (5 Door Width Door He' ht Mean Roof H ' h Design Pressure P i(i 9 tiv 8 8 • • • i 1wo 35,2 4. + -44.0 - .4 9 8 10 $ • 3496 • -4l.8 • 16 8 33.4 -40.4 18 8 33.1 -39.7 8 8 16 35.7 -44.6 9 8 35.4 43.9 10 8 35.1 -43.4 16 8 33.9 -40.9 18 8 F 33.6 40.3 8 8 17 36.2 -45.1 9 35.8 -44.5 10 35.6 -43.9 21 6 r=8 34.3 -41.4 18 34.0 40.8 8 8 18 36.6 -45.7 9 8 36.3 45.0 10 8 36.0 1 44.5 16 8 34.7 -41.9 18 8 34.4 -41.3 8 8 19 37.0 -46.2 9 8 36.7 -45.6 10 8 36.4 -45.0 16 8 35.1 -42.4 18 8 34.8 -41.8 8 8 20 37.4 -46.7 9 8 37.1 -46.1 10 8 36.8 -45.5 16 8 35.5 -42.9 18 8 35.2 -42.2 8 8 21 37.8 -47.2 9 8 37.5 -46.5 10 8 37.2 -45.9 16 8 35.9 -43.3 18 8 35.5 -42.7 8 8 22 38.2 47.7 9 8 37.8 47.0 10 8 37.5 -46.4 16 8 36.2 -43.7 18 8 35.9 -43.1 8 8 23 38.5 -48.1 9 8 38.2 -47.4 10 8 37.9 -46.8 16 8 36.6 -44.2 18 8 36.2 -43.5 8 8 24 38.9 -48.5 9 8 38.5 -47.9 10 8 38.2 47.3 16 8 36.9 -44.6 18 8 36.6 -43.9 8 8 25 9 8 10 8 M36.944.3 16 8 18 8 EXPOSURE D Door W' V Door Height Mean Roof Height Design Pressure Positive Negative 8 • 7 15 43.2 -54.2 9 7 42.8 -53.5 f0" 7 42.5 -52:8 16 7 41.0 -49.8 18 7 40.6 -49.1 8 7 16 43.7 -54.8 9 7 43.3 -54.1 10 7 42.9-53.4 16 7 41.4 -50.4 18 7 41.1 -49.6 8 7 17 44.1 -55.4 9 7 43.7 -54.6 10 7 43.4 -54.0 16 7 41.9 -50.9 18: 7 41.5 -50.2 8 7 18 44.6 -55.9 9 7 44.2 -55.2 10 7 43.8 1 -54.5 16 1 7 42.3 1 -51.4 18 1 7 41.9 1 -50.7 8 7 19 45.0 -56.5 9 7 44.6 -55.7 10 7 44.2 -55.0 16 7 42.7 -51.9 18 7 42.3 -51.1 8 7 20 45.4 -57.0 9 7 45.0 -56.2 10 7 44.6 -65.5 16 7 43.1 1 -52.4 18 7 42.7 1 -51.6 8 7 1 21 1 45.8 -57.5 9 7 45.4 -56.7 10 7 45.0 -56.0 16 7 43.4 -52.8 18 7 43.0 -52.0 8 7 22 46.1 -57.9 9 7 45.7 -57.1 10 7 45.4 56.4 16 7 43.8 1 -53.3 18 7 43.4 1 -52.5 8 7 23 46.5 -58.4 9 7 46.1 -57.6 10 7 45.7 -56.9 16 1 7 1 44.1 -53.7 18 1 7 43.7 -52.9 8 7 24 46.8 -58.8 9 7 46.4 -58.0 10 7 46.1 -57.3 16 7 44.5 -54.1 18 7 44.1 -53.3 8 7 25 47.2 -59.2 9 7 46.8 -58.4 10 7 46.4 -57.7 16 7 44.8 -54.4 18 7 44.4 -53.6 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. 4) The design pressures assume the entire door's width is in the end zone (zone 5) of the building. 5) Most garage door openings will not be located completely in zone 5. Therefore individual calculations will result in lower pressures. 6) For mean roof heights less than 15', use 15' pressures. 7) This Table is only to be used in conjunction with Amarr Garage Doors. 165 Carriage Court • Winston-Salem, North Carolina 27105 Phone (336) 744-5100 • Fax (336) 744-5815 www.amarr.com ENTREAIATIC EXPOSURE D Door Width I Door Height Mean Roof Height ; Design Pressure Positive Ne ative 15 42.7 -53.4 42.4 -52.6 �90 42.0 -51.9 40.6 -49.0 1 40.2 -48.2 8 8 16 43.2 -54.0 9 8 42.8 -53.2 10 8 42.5 -52.5 16 8 41.0 -49.5 18 8 40.6 -48.8 8 8 17 43.7 -54.5 9 8 43.3 -53.8 10 8 43.0 -53.1 16 8 41.4 -50.1 18 8 41.1 -49.3 8 8 18 44.1 55.1 9 8 43.7 -54.3 10 8 43.4 -53.6 16 8 41.9 -50.6 18 1 8 41.5 49.8 8 8 19 44.5 -55.6 9 8 44.1 -54.8 10 8 43.8 -54.1 16 8 42.3 -51.0 18 8 41.9 -50.3 8 8 20 44.9 -56.1 9 8 44.5 -55.3 10 8 44.2 -54.6 16 8 42.6 -51.5 18 81 42.2 -50.7 8 8 21 45.3 -56.6 9 8 44.9 -55.8 10 8 44.6 -55.1 16 8 43.0 -51.9 18 8 42.6 -51.1 8 8 22 45.7 -57.0 9 8 45.3 -56.2 10 8 44.9 55.5 16 8 43.3 -52.3 18 8 42.9 1 -51.6 8 8 23 46.0 1 -57.5 9 8 45.6 -56. 10 8 45.3 -56.0 16 8 43.7 -52s8 18 8 43.3 -52.0 8 8 24 46.4 -57.9 9 8 46.0 -57.1 10 8 45.6 -56.4 16 8 44.0 53.1 18 8 43.6 1 -52.3 8 8 25 46.7 -58.3 9 8 46.3 -57.5 10 8 45.9 -56.8 16 8 44.3 -53.5 18 8 43.9 -52.7 .o Ln _ .Y{ •4 N • o �� :� • �u o •• 46.. {{{ o z • { mQ wLL No.4B579 Z a Q o C7 • (� % i�/ O • 1. E STATE OF oo m 2 -� �- i Y vLn J fLGsd!t'�aG DEFT BLDG DEPT 'T TO c;ONiPt IANCE WITH ALL FEDERAL !D C " N'`( REEFS AND REGULATIONS MIAMI•DADE ® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Flaffcfa 3%75-2474 BOARD AND CODE ADMINISTRATION DIVISION T (78b) 315=2.590 F t•Y6f 315-25V * *: * NOTICE OF ACCEPTANCE (NOA) wv�w miamidatlg�eYllcono��,,;• Amarr Garage Doors • • • • • • 125 Carriage Court :""' ..... Winston-Salem, NC 27105 • • • • • • • • • • • ... COPE: .. .. .. ...... This NOA is being issued under the applicable rules and regulations governing the use of cdnstt'hcCion materials. The ....:. documentation submitted has been reviewed and accepted by Miami -Dade County RER-ProductControl $ec*do*n 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 ISeetion (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 16'-0" Wide (DP +45.8, -49.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC-9516-169-26, titled "Model 950 Heritage & Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets lthrough 3 of 3, dated 03/14/2003, with revision C dated 02/04/2013, 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 # 13-0503.08 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI•DADE COUNTY NOA No 15-0505.13 • Expiration Date: September 4, 2018 Approval Date: July 16, 2015 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... ...... A. DRAWINGS "Submitted under NOA # 13-0503.08" • • • • • 1. Drawing No. IRC-9516-169-26, titled "Model 950 Heritage & Model JAS.Oak Summit, (24 . • • • •. ...... A) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheet9l!t�lxougl� 3-of 3,-, dated • • 03/14/2003, with revision C dated 02/04/2013, prepared by Amarr Garage Doors,, signed and • • • • • sealed by Thomas L. Shelmerdine, P.E. • • • • • • • • • • • • • • • .. .. .. ...... B. TESTS "Submitted under NOA # 13-0503.08" : • •:': •, 1. Test report on Evaluation of Painted or Coated Specimens Subjectetj to CPITosivp• • • 0 • • • • • • • Environments per ASTM D1654 & ASTM B117, prepared by Archftcg(br3l Testing, Inc., Tel* •": Report No. C5463.01-106-18, dated 04/03/2013, signed and sealed by Gary T. Hartmax, P.E. 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) 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 0205.01-13R, dated 04/02/2013 and 06/13/2013, signed and sealed by David W. Johnson, 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 along with marked -up drawings and installation diagram of 9'x 7' 24 ga 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 # 08-0718.03" C. CALCULATIONS "Submitted under NOA # 13-0503.08" 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 02/0912012, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.03" 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 51 edition (2014) FBC and no financial interest issued by Structural Solutions, PA., dated 04/08/2015, signed and sealed by mas L. Shelmerdine, P.E. t7710 ZOIS arlos M. Utrera, P.E. Product Control Examiner NOA No 15-0505.13 Expiration Date: September 4, 2018 E-1 Approval Date: July 16, 2015 7' 16 GA 12 GAG R' 10 DALL STE0. HURRICANE ROLLER V/5' MIN 57EN SAFE RTILLER INSIDE ELEVATION TO R-TRUSS N.T.S. 3CA CARRIER av61 34e LE ,r PER CARRIER / x 1464 VLWASAFE CENTER(4) V4'Gx 3/ACXEO HEX HEAD SCREWS R 2' THICIF '2' 7' 16 GA END CAP DEHRU TOP AND BOTTOM FI%TURU 5 1/2' 10" R-TRUSS ATTACHED _ W/ EA T 1E% HEAD SCREWS AT 7 ... CACX CENTER srN.t {{(\--'--'.�T�--�•77 -��.-, V � \1V A GA. RRI EXIPOLYESTER WR FINISH •/BIXEO ON POLYESTER HNI91 O ROLLER CARRIERS ATTACHED TO END STILE V/ 13) V4' x 3/4' NIX HEAD SCREVS PER CARRIER TRACK H K ON BOTH SIDES 5/6' MIN GA. is- ENGAGEMENT (SNAP LATCH, OR LOCK D V/W BAR OPTIONAL) ATTACH V/(2) 1/4'EX Hm x 3/4'HE% HEAD SCREWS CREWS ' LOCENGAGES INTO VERTICAL TYPTCAL DURASAFE END HINGE 3 3 3/4' HIM(SUPPUEO BY INSTALLER) '•'A TO DDDRS SKIN SIDERDWDH TOG-L-LOC AT THE (7) 2D GA CENTER S71LES BUT ATTACHED VITH (>h TOG-L-LUC AT THE TOP AND (1) 7/IO' DU. BOTTOM RAIL AND ADHESIVE TO INTERIOR FACE VOLT RETA*WAN PER ROLIFR \5 V271 K IB GA (S' R-TRUSS) TRACK MWNTING DETAIL N.TA O TYPICAL STI H.T.S. LE 1) ON PAGE 3 IT SPACING TVO (2) ROVS OF THREE (3) VENTS Ih. EQUALS 17 $0. INGIES � j OPTIONAL VENT DETAIL 6 LAG 3 GA FLAG BRACKET ATTACHED TD VOUD 12 G COMMERCIAL VA/IIOO 5/Ifi IXA % 1-0/•' LAG H0.T5 AND TO TOP FIXTURE ATTACHED V/ TRACK V/ N) 1/4'-20 x 5/0 TRACK SPLICE (4) 1/4' x 2/4' 14E% HEAD SCREWS ADJUSTABLE SLID[ BOLTS AND HATS BRACKET ATTACHED V/(D 1/4' x I/2' S0.T AND NUTS / (1) R-TRUST PER SECTION IfO AANBTRACK BIIH (3SP bM/ BOLTS x Is OU. x 1-6/4, ATTACHED TG UAMB JIB BRACKET (TAKE 3) ON PAGE 3 JAMB BRACKET SPACING SiiLE4 •••• FLY I OWR(TI OF RVV08 IDAB BT IT. STEEL RETAINER A XTAAAXNDiOPNIGIM655,kFGSAD C6/II1* 9(D V/ BOTTOM SEAL D VWIDD210 10/B/li Ime SECTION A -A (SIDE VIEHn C IITTDSTUAIDTDAVCI01 112104ASIFLR HVRODUCrJtaW%D omorvoylas VAS No TJtst76BTdR MAX oYIrsM01aBl�iaFia DESICNSZE V LOAD %�.��5��6SHE(2jF9�psi idi(V C•A +45.8 PSF ¢ F]IFi6Bi0a pn a� �`: \GCfJ$''•. S bA�— MoB�IeROBeS -49.3 PST ��.Z�: .� 004(i5 9'•/ d t4od•tI QDTII101 By b4i"i pm -dud E : �: STATC OF 3156 ,ANC BOiTGN11%TIIRED RND e514TCANCESSLE E p�0ONAL LARGE Mit : • • E��� •• ' 9 IMPACT RE�t!�TR��'• ; ; ;• .. ... . . .. . I67 CARD. 1 7w V V VAIAI•LON BOTTOM BRACKET MODEL 050 REBITAOS (24 GA) 1000, 2000 I3 GA. THR:K ATTACHED MODEL 055 OAK BWMIT (24 GA) L000, 2000 V/(J) 1/4' % 3/4' S ,WHO, JL1JS11, AND OAK 3UI1Ml'C PANBL9 IQ READ SCREWS • • • • • • VIE "v 416 • 1 IwITRIO BHBIR • • 8 GiOBY att /W I IRO-DID-169-26 • •• • •• • v • • ow1O'J ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 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: +366.4 LBS/FT & -394.4 LBS/FT & DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 7'0" HICH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 5 1/2" R-TRUSS PER SECTION & (2) 3- 200A STRUTS AT BOTTOM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 3 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A RECISTREO PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADING& 8, 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 TESTED ACCORDING TO ASTM I E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACIUDES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 34,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. rr tz Y 9 t AVAILABLE TRACK CONFIGURATIONS N.T.S. INTERIOR OF GARAGE MAX. WIDTH IWO" DESIGN LOADS +360.4 LBS/FT SEE NOTE 2 -394.4 L8$/FT WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' X 3' LAG SCREWS STAR71N6 6' FROM ENDS THEN 12' O.C. (1 1/2' EMBEDMENT) X 6 VFRTFCAL JAHR ATTACHHFHT TO PIIO PSI CONCRETE RILTI KVIK BUILT 3/8' X 4' STARTING 6' FROM ENDS THEN 24. O.C. (2 1/2' EMBEDMENT) HILT, SLEEVE ANCHOR 3/0' X 2-3/4' STARTING 6' FROM ENDS THEN 12' O.C. (l 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 22, O.C. (2 1/2' EMBEDMENT) 2 X 6 VERTIC� JAHR 67TA[IWENT TO H1ILLOV C-90 BLOCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT, B' O.C. (I I/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KVIK-CON II- SCREWS STARTING 6' FROM ENDS, USE PAIRS I3F FASTENERS (3' APART) AT 8' MC U 1/4' EMBEDMENT) P X 6 Vj�1CAl IAMB ATTACi1RENT TO GRGUTED C l0 BLO[K (P000 PSI 0TT) HILTI SLEEVE ANCHOR 3/e' X 2-3/4' STARTING 6' FROM ENDS THEN 14' O.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR FOLLOW C-90 BLOCK) RLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. . PREPARATION OF WOOD JAMBS BY OTHERS ti WOOD STRUCTURE CONCRETE STRUCTURE IMOLLDW BLOCK STRUCTURE • • • ARaTED DL STRUCTURE • WL • 1/2'I'M 2-3 1-1/2' MINt, 22 TYP, JAMB 3'HI • ••• PR13UUEi RGV=D wiIYIERFiaidR reooy wNA 1Tk F1o({/R vorlplco AccWWm No Fivillom (L: fIL ,T(fi({A�avustionvoft lMiBq Co bolow 4 By BM�- .- - . P(odlet ••• • • • ••• • • TABLE 1 TABLE 4 TABLE 2 ig TABLE 3 I� Of1aTPR010FIESM DArt N A RFMM IDZWK tOH.63i AFOMD 06/II/06 SO e uvA nLommo lopspi 1Rc c d>msiUr70ILaL01siLGl •PoSN qA wiY ms FlalG DESIGN LOAD AAIeMf•Eee NO `� ±�9.3 PSFr-7�tjC LAr1cE uissLE R �pp� STATE OF �� PROUVCT Itevlsrri IMPACT � e? ilm RESISTANCE nmo•IrYwErllsm.rlof600 €b .S�UNA� E��� �„ �,A�r�.. Rmi,.p"X • • • • • nP . • • • • • • Proiew•elwa • • • • • • IES CARRIR CD1tT VIXtTGFfItEM. NG RT103 % V AW1RRr•1 YODEL OSO HERITAGE (24 OA) 1000, 2.000 YODEL 000 OAK SUYYIt (E4 GA) 1000, $000 • • • • 3 0 , LONG. PLUSH, AND OAK SUMMIT PANELS • • •1� f 6T ar OY` 03 DRm MAW ALL TRACK ATTACHMENT SPACING +/— 2" ALLOWED N7TF1 SYP NO.2 OR BETTER ONLY • • • • • D Ome 3f wLI• • IRC-9516-169-26 • • • • • • • • • • 9EEL 3 (F 3 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E F G H I T-110 7 4 1/2' 7 17 1/2 38 1/2' 59 112" 76 1%2' 8' 4 1/2' 7' 17 1/2 35 1/2 53 1/2" 71 1!2 88 1/2° -7" 9' 41/2" 141/2" 321/2" 501/2" 68-1/2" 861/2" 1001/2" 10' 4 1/2" 7" 17 1!2" 381/2" 59 1/2" 771/2" 951/2" 112 1/2" -��0`�.eI^�� 4�'1/24 �"��f � a'2+�1! -�,,.��T4.: >x-�:, : 11' 4 1/2" 7" 171/2" 351/2" 53 1/2" 71 1/2" 891/7' 1071/2' 1241/2" �, r�:x�, 4 `,.,:, '1 3'i'l: �l/2'4 �8�1j2" 69 �1123 77ci;1{2w; 19§,e1(� � DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G H I J K L M N S 7 3 14 27" 38 46 56 68 76" 46 8' 3" 14" 27" 38" 46" 56" 68" 78" 88° *88'�� „�6" '9 31427384656687888 100�.101427384656' L—mm 687888100 112 11 3 14' 27 38 46' 56' 68 78 88 100 110 124 +$8.� 1Q0,� Mims", ..4=-'.x �.�..>��'.._ a.13Q"x 12 3 14 27 38' 46' 56' 68 78 88 100 110' 122" 136" 13' 3 14' 27 38 46 56 68 78 88' 100" 114 122 134 14 a13<,:�'��<; d3.a �¢�t� 7u ,;38 .. �};6,- a6flk;1.._... 178" 1Q9 al �4' 14' 3" 14" 27" 38" 46" 56" 68" 88" 100" 114" 122" 134" 146" !160M' �ilE:,.•�iF.[8]i.IL1L]icS.:lL�?.a ' �r ®0 � LEb.1 ■ILA [.b::l fE?m � � fE�Q����GSII7QiS:.3�� 16�O�i�fII::7�7�r� �L'7LIIIQi7 E�'.7'' L�ti']iF3':'J�N%�'d=C � o� e r 7 f za:--� �� �•m � ca • O F.i.L➢ CfEiO �:7 fQ'�7 iFLID � � 'fC37� a1.�7 �"�IYE:i]L:.iPJtIL".7f1:.ii.11tiSlt9�� O.tJ 0:)!L"J tLL".'J •111S:.J lt'3J � � iF�O�EFIE] �l�Gl"EID�� � ET"]m�IfCSC7��� ��>.mn�a�v6�6��� 0Fi31; ll-x-rtmiiib�l��� slum" ��..� �� its ifLSF:J 6QdiI]�� a870E.bC]C-..J[FE."7 L{LtIF] C�d..l�� ■� �^ �d..�6rr��� ®m��6Fb:3f1�7�� �t.Af'7m�ICrF.7F r.7�]]�� f LI[�� t� ESFi tgm Cd.� � f¢E1a �����aer...�u1�IF 1. 1tLif7I] � �'7 � � II6� � [�.] f ii.76C3Li7 �0 QF7ILd'ID igs'.�[� fQT'•'1®iL�i 7�tY����F�7iGTr�] f:�]�7Fs..Yiit133Ulfu :7E3i::7(iI'.L[tifLi�f�.:34i �;sao�aaa®�a��aL.l tLdz_:'1�.'g7fY��LT::�LI[3Z'd DOOR SECTION HEIGHTS HEIGHT Bfm #2 ;93 #4 #b /18 #7 #18 .�.Z.'�Yx.a � �' 2`I... £��r{ �"'i ��1'� b21d� .� TZ �� 13' S 21' 21 21" 21 21' 18' 18 21 ..._..._..._._ ;.����� ��1Y1.---- 12' 6" 21" 18' 18" 18" 18" 18" 18" 21" 11' 6" 21" 21" 21" 18" 18" 18" 21" 10'6 21" 21 21" 21 21 21" ---�� 9'S' 21" 18' 18" 18' 18" 21" -- -- - •21" 8'G 21" 21" 18" 21"-.-- (- 18' 18" 7` 6" 18' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •