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WS-20-346Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 805 NE 95TH ST, Miami Shores, FL 33138 1132060142930 Contacts Permit NO.: WS-02-20-346 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Applied Expiration: 08/11/2020 MARISOL & DAVID LEIRA Owner PRECISION DOOR SERVICE OF MIAMI Contractor 805 NE 95 ST, MIAMI SHORES, FL 33138 ROBERT ESPARRAGOZA Business: 7864752831 Ins ecti Description: REPLACE 8X7 GARAGE DOOR Valuation: $ 2,030.00 on Requests: 305 762 4949 Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $128.15 Payments Date Paid Amt Paid Total Fees $128.15 Credit Card 02/21/2020 $78.15 Credit Card 02/13/2020 $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 infprmation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I autho#f/he above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date February 21, 2020 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 RECEIVED F e 13 2020 BY- r� Tel: (305) 795-2204 Fax: (305) 756-8972 / �--71- L INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION �UILDING ❑ ELECTRIC ❑ ROOFING FBC r2\\0 Master Permit No.wsv - Z- � Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS:OS� Sa` Citv: Miami Shores Countv: Miami Dade Zio: Folio/Parcel#: //— 3P6 , a4 Z-2i36 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name ((Fee Simple Titleholder): Xf4'-1�71 1rGrcf6' Letl /a Phone#: 30s)gO Address: 6> &L City: !"'//'&, 'S�6aS State: zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: &C&Ao�2 116r— .S&C�e OIL /Gc/NS Phone#: Address: �ZZ�s '5�1 I ny— a4Itf" ?07 City: 94 N,thti Qualifier Name: State Certification or Registration #: Zip: 77rj� Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: „' G Vol sQ d- Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑Demolition .,1 i —0! n Description of Work: Specify color --o--f��color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 8� • [� (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. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of - '120 -� 6 by who is personally known to me or who has produced ��! Y�'rt �fErzS'C� as identification and who did take an oath. NOTARY PUBLIC: -- Signature CONTRACT The foregoing instrument was acknowledged before me this Z day of 20 ZQ by fL who i ersona y now o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print:Auk Print: f Seal: l 1�pfarSeal: y PuOc St4 d Rod& Eduardo l diti-Hard • : d PuWie Stated Fbrd Eduardo Urbina-Hari my comrt*ww GG 2679H My C �erw� ExpinaOtlOTJl023 w 3GG2671iaaExpk" MU ########## ################################################################# APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERT Y AFRAIN"EHOft Summary Report Property Information Folio: 11-3206-014-2930 Property Address: 805 NE 95 ST Miami Shores, FL 33138-2516 Owner DAVID J LEIRA MARISOL GARCIA LEIRA Mailing Address 805 NE 95 ST MIAMI SHORES, FL 33138-2516 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,781 Sq.Ft Lot Size 14,200 Sq. Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $396,011 $426,154 $426,154 Building Value $126,119 $126,213 �$1,210 $126,307 XF Value $1,210 $1,210 Market Value $523,340 $553,577 $553,671 Assessed Value $523,340 $511,660 $465,146 Benefits Information Benefit Type 2019 2018 2017 Non -Homestead Cap Assessment Reduction $41,917 $88,525 Homestead Exemption $25,000 Second Homestead Exemption $25,000 ......... _.. Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOTS 11 & 12 BLK 75 LOT SIZE 100.000 X 142 OR 19826-3612 07 2001 1 Generated On : 2/13/2020 Taxable Value Information 2019 2018 2017 .................._..__.__.__............. _ County Exemption Value $50,000 $0 $0 Taxable Value 1 $473,340 $511,660 $465,146 School Board Exemption Value $25,000 $0 $0 Taxable Value $498,340 $553,577 $553,671 _........... ... _ -- City Exemption Value $50,000 $0 $0 Taxable Value $473,340 $511,660 $465,146 Regional _ Exemption Value $50,000 $0 $0 Taxable Value $473,340 $511,660 $465,146 Sales Information Previous OR Book - Price Qualification Description Sale Page 21840- 10/01/2003 $335,000 Sales which are qualified 1091 _....--.- 19826 -____-_------ _-_. 07/01/2001 $199,000 Sales which are qualified 3612 16024- Sales which are disqualified as a result 08/01/1993 $0 2944 of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp https://www.miamidade.gov/Apps/PA/propertysearch/ 2/13/2020 Billing Address Marisol Leira 805 Northeast 95th Street Miami Shores, FL 33138 USA Precision Door Service of Miami 12245 SW 128th ST #307 Miami, FL 33186 888-797-2654 Description of Work Invoice 47711385 Invoice Date 1/23/2020 Completed Date Customer PO Job Address Marisol Leira 805 Northeast 95th Street Miami Shores, FL 33138 USA Task # Description Quantity Your Price Your Total 1 Building Permit 1.00 $249.95 $249.95 Includes delivery and processing to appropriate municipality 2 Door Haul Away 1.00 $0.00 $0.00 3 Limited Lifetime Warranty on Hardware 1.00 $0.00 $0.00 4 Limited Lifetime Warranty on Labor 1.00 $0.00 $0.00 5 Single Garage Garage Build Out 2x6 Pressure Treated Wood To Meet Miami -Dade 1.00 $189.95 $189.95 Code 6 Spring Pad 2x6 Pressure Treated Lumber 1.00 $75.00 $75.00 Chargeable Materials Material Description Quantity Your Price Your Total 1 8x7 Amarr Enduring 100 Large Missile Impact Hurricane Door with matching trim 1.00 $1,215.00 $1,215.00 2 FLUSH PANEL (FP) -Available on Heritage and Enduring Doors Only 1.00 $0.00 $0.00 3 Walnut (Dual Grain) -Hot -Dipped Galvanized Steel with Baked -On Enamel Finish 1.00 $300.00 $300.00 Paid On Type Memo Amount 1 /22/2020 Credit Card $609.00 Sub -Total $2,029.90 Tax $0.00 Total Due $2,029.90 Payment $609.00 ^� Q"�"--- Balance Due $1,420.90 1 fully understand the explanation and the total price $2,029.90 given to me. I understand the recommendation for servicing our door. I authorize Precision Door Service of Miami to perform an initial door/service or repair estimate which will be presented to me in writing. I acknowledge that an initial door/service and repair estimate was performed and was presented to me in writing and sent by e-mail. STRUCTURAL SOLUTIONS, P.A.* 5921-G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C-1096 Project No.: 20-002 Date: 1/30/2020 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 3044art 1 for Components & Cladding, based upon the design parameters listed below, using:he•L•gad Cornbfirgtions • • • • • • in Section 2.4.1. For use with Florida Building Code 5th Edition (2014) and 6th'tdidon ...... (2017).'. . .. '. ...... Building Address: 805 NE 95 St Miami Shores, FL 33138 •••• ••••• .. Garage Door Width! .. 8 -ft. ...... • • • • • Garage Door Height: ' : I.ft . • ..,,:, Basic Wind Speed: .•• 179 IT> ;•.••; Exposure' V ' Mean Roof Height: 12T• Least Overall Horizontal Dimension of Building: 45 ft Distance from left building corner to edge of garage door opening: 2 ft Distance from right building corner to edge of garage door opening: 2 ft Roof Slope: any slope Positive Design Pressure = 35.6 psf Negative Design Pressure = -42.5 psf Design Assumptions: The building is considered Enclosed as defined in ASCE 7-10 The Topographic Factor for the building is 1. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with garage doors that are manufactured by Entrematic. No.4BS79 ; • • S F • P• ' .11 STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadtgov/economy Amarr Garage Doors dba Entrematic • 165 Carriage Court • ...... . .. ...... Winston-Salem, NC 27105 ...:.. SCOPE: This NOA is being issued under the applicable rules and regulations goveo tr -te usq.,gJ.; • 0• construction materials. The documentation submitted has been reviewed and accepted by Mimi -Dade • • ; • • • ..... County RER-Product Control Section to be used in Miami Dade County and other a e.as wheraa.11ovkd by .... .. .. . .. .. ...... the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami-D41e County Pj9dugt Cont�q�„; Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) r*e%e. the right • to have this product or material tested for quality assurance purposes. If this produc; or matevial fails 18 perform in the accepted manner, the manufacturer will incur the expense of such testing ad 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 with Impact Windows (DP +51.1, -60.3 PSF) APPROVAL DOCUMENT: Drawing No. IRC-9509-180-21-G, titled "Model 950 Heritage & 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 through 3 of 3, dated 03/12/2013, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. on 10/03/2013, bearing the Miami -Dade County Product Control renewal 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 renews NOA # 17-1010.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0725.02 Expiration Date: October 10, 2023 `� Approval Date: August 30, 2018 n�/Z�f J Page 1 Amarr Garage Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOA's A. DRAWINGS "Submitted under NOA # 13-0813.21 " • • • • • • • • • • 1. Drawing No. IRC-9509-180-21-G, titled "Model 950 Heritage & 65 Qq% Sumlli>! CZ4 GA) ...... 1000, 2000, Short, Long, Flush and Oak Summit Panels", sheets 1 tbrodgh 3 of 3, dated . 03/12/2013, prepared by Amarr Garage Doors, signed and sealed sipod and sealed oa :' •' •: 10/03/13 by Thomas L. Shehnerdine, P.E. .... • • • • • • . ..... ...... . . .... . B. TESTS "Submitted under NOA # 13-0813.21 " • • • • 00.00 • • • • • • 1. Addendum to Test Report No. ATLNC 0319.01-13, prepared by Aoierk* Test i ab„Inc., • • • • ; • dated 06/11/2013, signed and sealed by David W. Johnson, P.E. . . : •.. • . 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per F$C•'W 2029A... • : • • • •: 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Amarr 9' x 7' 24 ga steel garage door Model 950, prepared by American Test Lab, Inc, Test Report No. ATLNC 0319.01-13, dated 05/01/2013, signed and sealed by David W. Johnson, P.E. 3. 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. "Submitted under NOA # 13-0503.06" C. CALCULATIONS "Submitted under NOA # 13-0813.21" 1. Anchor calculations prepared by Structural Solutions, P.A., dated 07/16/2013, 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. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" approved on 06/19/2014, expiring on 05/21/2016. F. STATEMENTS "Submitted under NOA # 15-0505.15" 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 Tomas L. Shelmerdine, P.E. /to 7,-'312015 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-1 Amarr Garaee Doors dba Entrematic NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED . . •..• •....• 2. Evidence submitted under NOA # 17-1010.07 ...... . .. ...... A. DRAWINGS 1. None. "" ": • •. ...... . . ..... .. .. .. .. ...... B. TESTS . . .. . ...... 1. None. •• .'. ;....; .. . •..• C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color Glass Interlayers" approved on 09/07/2017, expiring on 05/21/2021. F. STATEMENTS 1. Statement letter of code conformance to the 6t6 Edition (2017) FBC issued by Structural Solutions, P.A., dated 09/11/2017, signed and sealed by Thomas L. Shelmerdine, P.E. 'pq�Z3 ju'j5 Carlos M. Utrlera, P.E. Product Control Examiner NOA No. 18-0725.02 Expiration Date: October 10, 2023 Approval Date: August 30, 2018 E-2 AD.A 7ADLC RMAZ-R T. R ATTACHED V/ U* NY x Ur 14GL IA.RASAM in" IL DUT PE3r1Nthm7 MWR FIRM ATTACM3 V/ W 1/4' x a/4' xM HEAD z0a= a. a 5/NP D14.A R-TRUSS ATTACNR 12 GA 6ALV. CIDDF3CIAL V/ CZ 1/4' X 3/4' TpTOoH� yE/Rp1 IR1A/C4K'ET_ .i �P. EAC1M'LVdDt a7DI --1 .R�dAI®11 AT PCL7FSTL 3/4' "a NCA .+ •� ` r 10 TOLL MEL s' XDI STEN i®LLEH TY -Al TTW FUTURES INSIDE ELEVATION "`OkTTN 3Ar TRACK 10L71 • DMl• i;rftL r L1HNG STEM HTOLiZR 7 5/D' IRSA WHO V!�(4) _- SIrE {HOC F7XiA(iES 1lTTO VCRTIGIL I x HIAD s�a TRACK 91 TIUitl 3)m se• iR! F]FAGEIDTTT aW9 1A11]I, OD LDEA aAR 1PTXIWLT ATi#CH v/Ta yr X yr TlIX TEAR maTra CO lm "W K D DA r DALY 15/R-TO(Q BTASD J/ CCHT, WR MaL LYD-axR TRACK MOUNT)NO DETAIL (XO, t OVA i� ILTS DURA&WE HINGE 2 H PAGE 3 3m LAG 0 0 91ATTACHED V m 1/41 X 7/4' XCK WAD SCREWS AT END Am L6 B •e• Amos WArJ;ET r N 1uu STEEL M L4 �r S HIM STEN MUM HM READ tCRL14 TYPICAL 7ffJT[TJH-i$2AEKEf X.i3. HEXED WT AODQW (6 ST= TS 1ETiXE® w�Ta�ea°�is OF iRc c O—T 1 aPTT M4AL VENT DETA 6 SECTION A —A (SIDE M WI HL& FLAG N&ACKET ATTACHED TO Vm0 5/16 KL X T-5/w LAG S L" AM TD V/ M T -' x sm TRKK tm= AT INS I=OM . a )i "s/VT sir AM TRACK SPUCE DOLT 6 NUT IROY:IB L ��Swati tl1rP1Ar{DA �w 1 cvo•o7 wl'''aD-oi8 OR OR .sH• RASE rHN DaAKLT GSPACINGM TRA= CMFNRIRATIOH PDR 5'S' UP TO 14' TALL. DOORS OHM, flarida API — no D4 w lm0edro5hAt- m• 101I wimIF Elm IDU ft' I T S �. 0048 Or f -Ozi 11 STATE(JOf�I c S ZL w , LARGE MISSLEslsl3ma1 1.AROE u16sLE �g*�et�s,c�OR�R�?•` IMPACT R�S15TMT*- :' • • • • •� PRODtl6T R24WED • • • u ng with the Florida sadingmt; o hod• NOA-No. 1"725.02 �. y� r Vryter�yALF; R8 fTRD VW�1�6r )�BL oa0 SSRreAc6 (a6 aA) t000, eoso NDxpirltbn OH0/2423 • • •• xo p5iaasW sawut D )lmm$o tDd1°' sy S ISeD Y to o3/rT/13 mw IRE-9-IE�i • • • sy • • • • N+rod• Con i • • tfR(4IDIT Du! • • • • t 6 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRAGIC FROM THE TRACK THE LOUD IS TRANSFERRED TO THE VERTICAL JAMS. THE HORIZDNTAL JAIf l OR HEADER RECEIVES NO PORTION OF 1HE LOAD TRANSFERRED FROM THE DOOR. Z EACH VERTICAL JAMBS REW S MAXMIUM DESIGN LOADS OF: +-2= LDS/FT k -271.4 WS/FT 3. DOOR AND HARDWARE WILL BE DESIGNM MANUFACTURED AND 24STALLM 61TH STANDARDS AS SEE FORTH BY OASMA. 4. DOOR SECTIONS SHALL. BE 24 " COMB) MIN. EXTERIOR SIGN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH S. DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 S/B- R-TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PACE 3 7. SIIPPORING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PRCFESSIONALENG44EER FOR WIND LOADS INDICATED ON THIS DRAWING IN AOOMON TO OTHER LOADINGS e. TICS APPROVAL REOIRRES THE U"FACPAtER TO CO TESTING OF ALL COILS USED TO FABRIC ATE DOOR PANELS L•NDER THIS NOTICE OF ACCEPUNCE A LOG" OF 2 SPMKOiS SHALL DE CUE FROM ETRCH C11E AND Ti 43" TESTED ACCORDING TO ASTN E-8 BY A DACE COUNTY APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A WAR. THE MANUFACTURER SHALL MAL TD THIS OFFICE A COP! OF THE TEST REPORTS S71H CONFWMATION THAT THE SPEad.--MS WERE SELECTED FROM COILS AT THE MANUFACRIRER PROIXICTION FACILTRES AND A NOTARIZED STATEMENT FROM THE MANLIFAC'IURER THAT ONLY COBS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL BE USED TO MAKE DOOR PATELS FOR DADE COIANY UNDER THIS NOTICE OF ACCEPTANCE. PRODUCT RENEIAIED as oompyhNg with the Florida 8o8ding Code NOA-No. 18-0725.02 Expiration a1011Owl 2023 Illy Mlam Product Control AVAILABLE 1R44K COMMURAMONS JLTA INTERIOR OF GARAGE MAX WIDTH D'o• DESIGN LOADS +230.0 L85/FT SEE NOTE 2 -Z71.4 LES/FT . r,�uA i.,a � :. a r. : 4i• a rr, 1 - ui w R!•str we .a 1. MOM .11>t:•. aN : t :YNIU . A33' GALV STEEL INIUM LIPACT wwlmV rRAK L ELLL .EITTE�RN'OR�IIWkCT W]bMW FRNNg w.5' RITE RI GLASS VIR6DY FRAME 24 GA. rrM ➢GGR SK9V L AIWALED GLASS A PVD RITEALAYER ANNEALED Gas ED RY G ARIGAN SIIREROND n-1t0 SQNCTURAL AFCSLYE 23/16' x I/2' SCREW - USED To WAFASTEN 1}( E%TERIOt oIPACT VIMIOV'FRAME To ILL o~ INPAC7 WNDW FR.GIG 311f64' X I/V =W-V - USED IO FASTEN IE.CORKUVE PLASTIC NOL/E6 VINIEW FRAME TO THE ASSFL•LY SECTffi1 B-B Q4PACT VrNDGW RETAIL N.7S 18-L/8'D ' r aeoQlyi•-rA7i9s �1ati� n n 7 •1 3• 7iag60f Cbi SO-5/B' DLO By awa40nod& Arlgls..slW �i1]7 /0/0.D7 E"�}YDIID• gste�D7T4 WOOD JAMB ATTACHMENT TO STRUCTURE 3/IS' % 3' LAG SCREWS STARTIND 6' EROH D>9S Tftr3 Zr D.G 0. .II2' LT41®EEXT) JAMITTl IX ➢TILT 3/8' % 4' STARTING 6' F20M LQLQS THEN 24' QC. 2 la' EME31ENTY HLTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING S' FfROR EARS THEN 18' Q.C. O VC ENDEDNENT) ITV/RANSET REIIEAD (TRl-BOLT) 31W X 4' STARTING 6' FROM E M TWTI 24' Mr. GO 1/2' VOICROM P Y A VFRYICAL JARR AnACH1ENT 1D ILLLW 5116 APA 1/4' X f TROT SCREWS ST•IRTAI6 6r FRO USE PAIRS Of FASSF1SJiS C3' 11/4' AT 8' OC. O 1/2' En- SCALD r AS7 I/4' X 8-314' K1AT 8'81 71/41 tE%iE:P 0 6' FFlUI ENt�. 1�^'EfNRS [F rAiTBiERS C3' APART) AT B' O.C. O 1/4' F1gEfRffHT> P Y 6 VERTICAL JAND AnArNw-NT Tn - BiLTT SLEEVE ANCHOR 3/B' X �3/4' STARING 6' f7tOI FImS LIEN �' Q,C 1/4' EMBEDRDTD o1R USE rASTENERS FT- HTLLW Ci6 ]I = *LASS ANo 1RILTS CAN TIE CDLIN7ERSLW 10 PROVIDE A FLUSH MQJHTIHG SURFACE. -PREPARATION OF VEOD JAMBS 1LY OTHM CONCRETE IHMIMW t[STRICTURE SERILDRE SFRUCTURE • 2-3 1IN 4' V6 JAMD • 000 TYP. 3' NIN IMPACT GLAZING FASTENER DETAIL Pis D N,TS GLAZING MEETS ASTH. E13OD-04 NO A1w 'BY EY- ESDeonfftEdP'F.,, 6a ma 5E - W 4 tETTt4[L11fARA DESCH LO`A�61QCJ +6U PSF ww�Q4; ��VMSF•.; -60.3 PW s �: STATE OF • • • • • IMPACT 1:3 Dfmsmrm= Ili! I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mw RIM K-M-M-N-G mm IffJ TABLE 1 TABLE 2 TABLE 4 MIN Un (ABLE 3 PRODUCT RENEWED as eomPlylnp with the Florida Building Codes NOw No. 18-0725.02 lxp"tioa oatal0/10Y2023 •y Miami-D Product Control HesNf yy fWAsucrewpm r 7011 (FIEis�'S D9{ Joy Ar7prKeNr 7-l0-l01.0_•.V7 tViAr.a4M-�Wiij PW ,�:.r No G0�Y9[5ii�� g. r en• s•.r�hr�led�lr ggg� •� (f 1 I putad. �: E7ATL OF t4�� •�• •' RFSISf/X. �,o�`ytigFmisst WFACT A, un�++ �� • • • • • • • • • • crp. A 01"d� ei in c"".rus'MW vanr xe mu wvMoawmt Dde D YODE4 NO T�ili'ACS (t{ W.) TODD. 2M • HW�i • • NODID, asL O,LS 8U161iT! (zt GA) 1II70. mo • •Miami lOfD�l♦ )At7O, 1h.111M, AND OtlC BUlUfl7` Maw • • sg tart tax u[ as/p/il mm-a � • • • B r• CtC 9501-T�-71 G ALL TRAP( ATTACHATENT SPACKO +/- 2" ALLOWM WfTN 5YP OR SPF NO. 2 OR BETTER ONLY • • • • • • • • Ty • S DOOR STRUT SPACING (BASED ON RECOMMENDED HEIGHT SECTION CONfiGURA�0.N) TOP A B C D E F G H T - 7' 51/Y 16" 37' 58" 781/Y 8' 16".p 52" 70" 881/2" �S17I2 ��ryry4�p"� 5 5 1/2" 13" 31" 49" 67" 85" 10D 1/2" ' to' s i/2° is° 3'T" 58' 76" sa" 1121n° 11' 61/Y 18" 34' 52" 70" 88" 106' 1241/2" 12' S 1/2" i6" 37" 58' 79` 100" 118° 136 1/2" 13' 5 1/2' 16" 37` 68" 7G' 94' 112' 130" 148 1i2" 14' 5 1/2" 18" 37" 58' 78" 100" 121` 14Y 160 i/2' DOOR HEIGHT SECTION HEIGHTS #5 #.16 3...- .� �Btm��#y�2�yi�i st#�3 } ��#xx4 ��T� aa#7 a� Rt ��s#.�8 k'lrt� 13' 6" 21" 21" 21` 21" 2i" 18° 18" 21" �18" 12' 8r�°�-� 2'I° 18" 18" 18" 18" 21" yy8,r" 18" .21" 21" 21° 11' 6" 21' 2'i" 21" 18° 18 10' 8" 2i" 2i" 21" 2.1" 21" �210,"1 9'6° it8a'1� 18`t 1.8' i18" 8' 21J° 21" 21" j8"jj.��'� •8' 6° 21" 18" 18" 21" �I �.ti�]F�ti'1.'�.I� °1., ;: o �c�s� .,.. ..� _-�, y�- �'"- A°�x�`'��'•LL_"_ � ,:C�s• '•:.:Fie jff �1,�.' e °f- b1° L3P.l�o e s Es�a�23 6'1 . j•,A :.tu)�'� �E± 1�� ' 8ecUon 1Nidih tft) Fanei Type Cerrtm Sl3e Locy'bn Ehleasured from Lett Edge) at �f0) 2st (�) 3rd (in) 8'�0 Long 24.000 48.000 72.000 8'0 Bead 24.625 48.000 71.376 . 8'j2 Long 24.500 49.000 73.500 8' 2 Bead 26.125 49.000 72876 •8'14 Long 25,000 b0.000 76.000 8' 4 Bead 26.625 60,000 74.375 8' 6 Larg 25.500 61.000 76.500 8' Bead 28.125 61.000 76.878 8"8 Lotto 28.000 62.000 78.000 8' 8 Btu 26.OZri 52000 77.375 8' 10 Low 26.500 63.000 79.500 8' t0 27.125 53.000 78.875 7 0 tEl 27.000 54.000 81.000 9' 27.625 54.000 80.375 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •