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WS-19-56Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 01/10/2019 Location Address Parcel Number 711 NE 93RD ST, Miami Shores, FL 33138 1132060141800 Contacts Permit NO.: WS -01-19-56 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: Approved Expiration: 07/09/2019 FENTON FIVE GROUP, INC Owner JB GARAGE DOORS INC Contractor 731 NE 95 ST, MIAMI SHORES, FL 33138 JOSEPH CHARLES BERGER Other: 3057965460 12195 NW 98 AVE, HIALEAH GARDENS, FL 33018 Business: 3057513642 Description: REPLACE GARAGE DOOR 8X7 Valuation: $ 1,715.00 Inspection Requests: 4949 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 L Building Department Copy Payments Date Paid Amt Paid Total Fees $127.35 Check # 43104 01/10/2019 $127.35 Amount Due: $0.00 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: that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regyiaii: onstruction a oni g. Futhermore, I authorize the above named contractor to do the work stated. Owner d Applicant / Contractor / Agent Date January 30, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department 10 201Lj�9 J_ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BYiN Tel: (305) 795-2204 Fax: (305) 756-8972 /J INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20�� Master Permit No. W J 19 Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICALPUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: % 11 N� 9 3 SSI-• City: Miami Shores County: Miami Dade Zip: �31 c3 73 Folio/Parcel#:�C2(n-0 Cl' I ?Dd Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): rt )V+OA) ri✓e &(Ovid l .)C Phone#: Address: -7 to Ll w l: ( I C1 0. City: 10 1 S Tenant/Lessee Name: State: f q Zip: _J ?L42 .1 ne#: Email: CONTRACTOR: Company Name: 73,6 &ara9r, DOOR- Phone#: CpSS 51 -62V (� Address: City: /7r'10e,79- 1 ATarderoS State: FI Zip:� 3 30/ r Qualifier Name: 7\ SP >•,er` CLr�i12_ Phone#: State Certification or Registration M Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ' do City: State: Zip: Value of Work for this Permit: $mom Square/Linear Footag of Work: Type of Work: El Addition El Alteration F-1NewRepair/Replace ❑ Demolition Description of Work: rep 1 a cc, Gara ae "umn 7 Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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�enceuch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatumg Signat OXERorAGENf The foregoing instr ent was acknowledged before me this day of 201 by Ckt-)r-i who is personally known to me or who has produced NOTARY dUBLIC: Sign:_ Print: who did take an oath. Notary I ublic State of Florida Seal: �� Marybel Mustelier My Commission FF 981324 or Expires 0411212020 ************* **************** ******* APPROVED BY (Revised02/24/2014) as e for�goifig instru(men�t was acknowledged bef re this day of "�. /�r-4vo-<- 20 � , by who is personally known to e or whA has produced as identifi ation and who did take an oath. L NOTA Y PUBLIC: f �,' �\\A k�/-�, Iii,, Print: Seal:T�51'r .Notary Public State of Florida� Marybel MustelierMyCommission FF 981324 fvo� Expires 04!12!20201 ' u. IPlans Examiner Structural Review ********** Zoning Clerk Property Search Application - Miami -Dade County https://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-1800 711 NE 93 ST Property Address: Miami Shores, FL 33138-2906 Owner FENTON FIVE GROUP INC Mailing Address 764 NE 119 ST BISCAYNE PARK, FL 33161 USA 1000 SGL FAMILY - 2101-2300 SQ PA Primary Zone Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 2,962 Sq.Ft Living Area 2,926 Sq.Ft Adjusted Area 2,498 Sq.Ft 9,675 Sq.Ft 1946 Lot Size Year Built Assessment Information Year 2018 2017 2016 Land Value $290,008 $290,008 $251,390 Building Value $181,561 $182,260 $182,959 XF Value $2,220 $2,244 $2,270 Market Value $473,789 $474,512 $436,619 Assessed Value $238,892 $233,979 $229,167 Benefits Information Benefit Type 2018 2017 2016 $234,897 $240,533 $207,452 Save Our Homes Assessment Cap Reduction $179,167 School Board Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $204,167 City Sales which are qualified 04/01/1991 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 E1/2 LOT 25 & LOT 26 BLK 65 LOT SIZE 75.000 X 129 OR 18136-1770 0698 1 Generated On : 12/31/2018 Taxable Value Information Previous Price County Exemption Value 2018 W,000 2017j_______2016 $50,000 $50,000 Taxable Value Page $188,892 $183,979 $179,167 School Board Corrective, tax or QCD; min Exemption Value $100 $25,000 $25,000 $25,000 Taxable Value $213,892 $208,979 $204,167 City Sales which are qualified 04/01/1991 14981-1822 Exemption Value $50,000 $50,000 $50,000 Taxable Value $188,892 $183,9791 $179,167 Regional Exemption Value Taxable Value 1 $50,000 $188,892 $50,000 $183,979 $50,000 $179,167 Sales Information Previous Price OR Book- Qualification Description Sale $450,000 Page Qual by exam of deed 02/07/2018 30879-1325 Corrective, tax or QCD; min 01/25/2011 $100 30679-4415 consideration 06/01/1998 $206,000, $143,000 18136-1770 Sales which are qualified 04/01/1991 14981-1822 Sales which are qualified 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 Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfoldisclaimer.asp Mersion: Detail by Entity Name Detail by Entity Name Florida Profit Corporation FENTON FIVE GROUP INC. Filing Information Document Number P11000090620 FEI/EIN Number 33-1149733 Date Filed 10/14/2011 State FL Status ACTIVE Principal Address 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 Changed: 11/25/2013 Mailing Address 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 Changed: 11/25/2013 Reaistered Anent Name & Address FENTON, MAURICE F 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 Officer/Director Detail Name & Address Title D FENTON, MAURICE 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 Title D FENTON, JENNIFER 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 Annual Reports Report Year Filed Date 2016 04/29/2016 2017 05/16/2017 2018 04/24/2018 Document Imaaes 04/24!2016 ANNUAL_R�RT View image in PDF format 05/16/2017_- ANNUAL REPORT` View image in PDF format nd/2919016-- ANNt lAl RFPnRT View imaoe in PDF format http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDeta... 2 of 3 12/31/2018, 8:31 AM ALwFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS & CLADDING WIND STANDARD: ASCE 7-10, FBC 2017 EDITION GARAGE DOORS ONLY County: Miami Dade Wind Speed : 175 MPH Risk Category : 11 Exposure Category : C 0000 Figure 9 • 0000 1. Client `A 1 2. Project Name: 3. Project Address: CITY STATE ZIP 4. Building Height: _ (See Figure I above) 5. Door Si7--: _ 0000 • •000.0 •• • 0000•• •••9 •• .0 0090 •0...• • ('Residential I;ojects f�.ly�: • . 0 • • . .00. 6696 MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. 0000.. 0000•. 0000.. • 0000• 0000.. 0000.. 0000.. 11F:AM1131?t 1Dih(i �i'1TH ROOF E> 1 U1 G1tk> ` FOR BULIDING WITH ROOF SI,,DPR < 10 DEGREE ROOF DOOR WIDTH DOOR WIDTH HT. 1 8 FT. 9 FT. 1 12 FT. 16 FT. 1s Vt. 8 F'l'. 9 F1'. 12 FT. l6 FT. IS IrL j PSN+ PSFO PSF(+) PSr-H PSF(+)PSF(-1 PSF(ri I'SF(-) p.sv(, -,,I PSFt.1 PNPB) PSrf-) P.Srt,+) Psr(-) PSF(=} PSr(-) PSF(+) PSF(-) I'SF(+) PSI:(-) l 8.1 49. 37.5 48.5 36.0 45.5 34.5 42.5 33.9 41.3 34.9 45.4 34.4 44.3 33.0 41.6 31.7 38.9 31.1 37.8 1-r 38.6 50.3 38.0 49.1 36.4 46.1 34,9 43.0 14.3 11t.8 35-3 45.9 34-8 44.8 33.4 42.1 32,0 39.3 31.5 38.2 17 39.0 50.9 38.4 49.7 36.9 46.6 35.3 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 32.4 39.8 31.9 38.7 18 39.5 51.5 38.8 50.2. 37.3 47.1 35.7 44.0 35.1 42.8 36 2 47.0 35.6 45.81 34.2 43.0 32.8 40.3 32.2 39.1 19 139.9152.1 39.3 150.8 137.7 47.7 36.1 144.5 35.5 43.2 36.6 47.5 36.0 46.41 34.6 43.51 33.2 40.7 32.6 39.6 20 40.4 52.7 39.7 51.4 38.1 48.2 36.5 45.0 35.9 43.7 337.0 48.1 36.4 46.9 35.0 44.0 3 3. 5 412 33.0 40.0 21 40.8 53.3 40.2 51.9 138.6 48.7 37.0 45.51 36.3 144.2 37.4 48.6 36.8 47.4 35.4 44.5 33.9 41.6 33.3 40.4 22 413 53.8 40.6 52.5 39.0 49.3 37.4 46.01 36.7144-7 37.8 49.1 37.2 47.9 35.7 45.0 34.3 42.1 33.7 40-9 23 41.7 54.4 1.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 3R.2 49.7 37.6 48.5 36.1 45.5 34.7 42.5 34.1 41.3 24 42.2 55.0 1.5 �41 53.7 39.8 50.3 38.2 47.0 37.5 45.7 38.6 50.2 38.0 49.0 36.5 46.0 35.0 43.0 34.4 41.8 25 42.6 55.6 .9 54.2 403 50.9 38.6 47.5 37 4 46 2 39.0 50.7 38.4 49.5 36 46.5 35.4 43.5 34.8 42.2 Notes:- - h = Eave height for roof slope <_ 10 degree. - Table above shows maxim am design load for shot+at building height in end zone. For anv other conditions/ zones, design loads to be evaluated on project basis Disclaimer:- - This document is not valid without the emboss'eef seal of an engineer employed by Al F'arooq Corporation - Na [xirtinn of this document may be used or reproduced in any manner. (except, howertr, for that portion of ASCE 7-1O .se forth herein). JAN JAVAD AHMADJPE F" 70592 EB eAN # 3538 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.81.001 F: 305.262.69781 www.afteng.com I alfaroognufceng.com Building Sketch Viewer http://www8.miamidade.gov/Apps/PA/PAOnlineTools/PropertySket... Miami -Dade County Office of the Property Appraiser Building Sketch Viewer Folio: 11-3206-014-1800 Address: 711 NE 93 ST Owner: FENTON FIVE GROUP INC Actual Area: 2,962 Sq. Ft. Living Area: 2,926 Sq. Ft. Adjusted Area: 2,498 Sq. Ft. Building Number: 1 of 1 Roll Year: 2018 • • • Pr8VI0U$ Next i �i • s ADD zr •" • • .. .. .... .... 14 F ...... AD1 I ' �4 s aJ .... 1s ONE �o zz ENI 2=-1— s s L-6 Q Y % • ONE: One Story CJ �I / • EN : Enclosure w/o Plumbing • PFL : Porch, Flat • ADI : Building Addition w/o Plumbing • ADD: Building Addition Click here to see all Sketch SubArea Descriptions Generated on: 12/31/2018 Disclaimer: 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 assume no liability. See full Liability Disclaimer and User Agreement. See full disclaimer and User Agreement at http://www.mlamldade.gov/Info/discialmer.asp 1 of 1 12/31/2018, 8:25 AM y. MIAMI•DADE yt MIAMI-DADE COUNTY e 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.miamidade.gov/economy DAB Door Company, Inc. 12195 NW 98`h Avenue Hialeah Gardens FL 33018 6640000 SCOPE: This NOA is being issued under the applicable rules and regulations governing %o u*saof coastruct.ion .' materials. The documentation submitted has been reviewed and accepted by Miami-DadaEeaaty RER:pio(ruct Control .:. Section to be used in Miami Dade County and other areas where allowed by the AuthorityI•Ieraig Jurisdiation (AHi). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoUJ" F%duct'.goAt;o1 Sectiofl (�n • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th't"Aght to halve this product pr • material tested for quality assurance purposes. If this product or material fails to perfohM:WJie acce(5tt�ti•iWianner• the • manufacturer will incur the expense of such testing and the AHJ may immediately revokis,'mMify, or sils�`bhd the. ul'8bf; • such product or material within their jurisdiction. RER reserves the right to revoke this acaepiance, if itis determined. by Miami -Dade County Product Control Section that this product or material fails to meet•the A i alents o1W applicable building code. • • • • • • This product is approved as described herein; and has been designed to comply with •the •Floride Buidmg Code, *000 including the High Velocity Hurricane Zone. DESCRIPTION: Storm.Master Model 824/811/812 Steel Sectional Garage Door up to 10'-4" Wide w/ Optional Insulation and Window Lites (DP +42.0, -52.0 PSF) APPROVAL DOCUMENT: Drawing No. 18-04D, titled "24 GA. Roll Formed Steel Sectional Garage Door", sheets 1 through 5 of 5, dated 12/20/2017, with revision A dated 02/08/2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval 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, manufacturing address, 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. ADVERTISEMTNT: 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 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. 17-1206.14 MIAMI•DADE COUNTY Expiration Date: March 15, 2023 �11filidmengli Approval Date: March 15, 2018 03 /�S'21I19 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Drawing No. 18-04D, titled "24 GA. Roll Formed Steel Sectional Garag�o-la(Aor", sheets 1 through 5 of 5, dated 12/20/2017, with revision A d4tect 02/08/2028' prepared •; • by Al-Farooq Corporation, signed and sealed by Javad Ahm4d, 61 . • •: • • • • • B. TESTS .... . ..... 1. Test reports on 1) Uniform Static Air Pressure Test, Loadingyer BC T�$,ZA2-94;;:::• 2) Forced Entry Test per FBC TAS 202-94 ...... along with marked -up drawings and installation diagram of 3 DAB 824 24.M ...... Sectional Garage Door with Fixed Windows, prepared by HITAKe En;in a Bring &:.... Testing, Inc, Test Reports No. HETI-17-5020, dated 11/03/2017, revis4.pp.• 02/09/2018, signed and sealed by Rafael E. Droz-Seda, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane- Engineering & Testing, Inc, Test Reports No. HETI-17-5021, dated 11/03/2017, revised on 02/09/2018, signed and sealed by Rafael E. Droz-Seda, P.E. 3. Test report on Tensile Test per ASTM E 8 of 24 ga. (0.024") steel samples, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 11-T100, dated 01/21/2011, signed and sealed by Candido F. Font, P.E. 4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test_Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 12/19/2017, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) - 03 o8/Zo�B Carlos M. Utrera, P.E. Prodd&Cantrol Examiner' NOA No. 17-1206.14 Expiration Date: March 15, 2023 Approval Date: March 15, 2018 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, -for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015 and expiring on 07/17/2018. 0000 2. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC,.for the%..0 • Insulfoam Expanded Polystyrene Insulation, expiring on 11/19AI012. • 3. Notice of Acceptance No. 16-1108.04, issued to Dyplast ProMU?,7,LC,'f6r their 0"00 Dyplast ISO -Cl Polyisocyanurate Insulation, expiring on O 1I 4 22. 0 0 :0000: 4. Notice of Acceptance No. 15-1203.04, issued to Cellofoam N®America I$8, for ..... their Expanded Polystyrene Block Insulation, approved on 03t]V•T 16 aptl•cxpiringen• • � 02/24/2021. 0690' 5. Notice of Acceptance No. 15-0410.11, issued to REHAU Co:lstfac tion IrLC,.for its...:; . White Rigid PVC Extrusions for Windows and Doors, approyed e 09/2VM75 ands • expiring on 09/24/2020. ' " • . F. STATEMENTS 1. Statement letter of code conformance to the 5h edition (2014) and 6t' edition (2017) FBC and of no financial interest issued by Al-Farooq Corporation, dated 12/19/2017, signed and sealed by Javad Ahmad, P.E. e3 oa fits Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-1206.14 Expiration Date: March 15, 2023 Approval Date: March 15, 2018 E-2 . DOOR WIDTHS DOOR HEIGHT CONSISTS OF 6'-6' 2 SECTIONS 18' 2 SECTIONS 21" 1 SECTION 18' 3 SECTIONS 21" 7' 4 SECTIONS 21" - 7'-3" - 7'-6'_S SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21' 8' 3 SECTIONS 18" 2 SECTIONS 21- 8'-3" 2 SECTIONS 18' 3 SECTIONS 21" 8'-6" 1 SECTION 18' 4 SECTIONS 21" 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3" 5 SECTIONS 18" 1 SECTION 21' W-6" 4 SECTIONS 18' 2 SECTIONS 21" 9'-9' 3 SECTIONS 18' 3 SECTIONS 21- 10' 2 SECTIONS 18" 4 SECTIONS 21" —T-07---3' 1 SECTION 18" 5 SECTIONS 21" 10'-6" 6 SECTIONS 21" - 10'-9" 6 SECTIONS 18' 1 SECTION 21' 11' S SECTIONS 18" 2 SECTIONS 21" 11'-3" T SECTIONS 18' 3 SECTIONS 21" t1'-6" 3 SECTIONS 18' 4 SECTIONS 21" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18' 6 SECTIONS 21- 12'-3" 7 SECTIONS 21" - 12'-6" 6 SECTIONS 18" 2 SECTIONS 21" 12'-9' S SECTIONS 18'-3 SECTIONS 21- 13' 4 SECTIONS 18' 4 SECTIONS 21" 13'-3" 3 SECTIONS 18' 5 SECTIONS 21" 13'-6" 2 SECTIONS 18' 6 SECTIONS 21- 13'-9" 1 SECTION 18" 7 SECTIONS 21' 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14'-6' 5 SECTIONS 18' 4 SECTIONS 21' 14'-9' 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21- -T57- —3- 1'T5-3" 2 SECTIONS 18" 7 SECTIONS 21- 15'-6 1 SECTION 18" 8 SECTIONS 21" 15'-9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" 7-1/2" X 3" X 14 GA. GALV. STEEL @ \PUSH NUT END ROLLER HINGE 1.1 8 #14 X 5/8" SMS / \ WITHOUT DELRON SLEEVE (STD.) / p go 1 DELRON SLEEVE (OPTIONAL) goo j 7-1/2" X 2-1/4" X 14 GA. \ // / o GALV. STEEL CENTER HINGE _ \ p W/ (4) #14 X 5/8" SMS CK�� i\ o WITH DELRON SLEEVE (OPTIONAL) LOC DOOR ` 1" W X .15" THK. LATC01 ` I STANDARD LOCK ` 1\ SPRING LOADED SLIDE BOLT (BOTH. SIDES FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT \ CONFORMS TO SECTION 1008 REGARDING \\ GARAGE DOORS F .121 DIA. GALV. AIRCRAFT TYPE ,--- -- 1 CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR / // `\ B p tLOWHEANROOM 2-3/4"W X 6"H X 12 GA. THK.STEEL PLATE, 1-3/8" DEEPWITH (4) #14 X 3/4"SELF DRILLING SCREWSNBRACKET-STD. UFT DOOR N I/- CENTER STILE P■ END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO SPRING LOADED SLIDE BOLT LOCKS SHOWN ABOVE PRODUCT APPROVED as comp)yying with the Florida Building Gode NOA-No. 17-1206.14 Approval DaW 03/15/2018 By AP -5 Miamr Product on ro TOP FIXTURE 5-1/2" X 2-3/4" X 12 GA. STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH TO BE INSTALLED AT (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE SEE SHEET 3 FOR TOP BRACKET OPTIONS — A n _10 0 e_s vI 01 Lij i_ A lA, . 7-7/8" X 3-1/8" X 12 GA. STEEL PLATE WITH (4) #14 X 3/4" SDS IN OPTIONAL DESIGNS L — A 1. FLUSH FACE �--� OPTIONAL VENTS 2. EMBOSSED WOOD GRAIN Wsc IVSD (3) 5" WIDE AT 7" O.C. MAX. 3. SHADOW LINE OPNG, AREA NOT TO EXCEED 120 SQ. IN. JA 10 Z �� MAX. DOOR WIDTH 10'-4" INSIDE ELEVATION #14 X 3/4" SELF DRILLING SCRLEWS MAY BE USED RAI P&W Q&S&ED DOOR DAB DOORS INC. Taw Storm Master®Model 824/811/812 Max. Size 10'-4" X 16'-0" High IN LIEU OF #14 X 5/8" SMS With Window Lite Option GENERAL NOTES TAN DESIGN PRESSURE RATING = + 42.0 PSI 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLYTH - 52.0 PSF REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING INCLUDING HIGH VELOCITY HURRICANE "LONE (HVHZ).uh? THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ AND MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ASTM E330-14, E1886 -13A & ASTM E1996-14. 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ` \�11► I I I I I i ��2 4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT �N � � � C7 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETrfT-.jEni Shores VillagenIp Epy�� REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &�A��3 �l Qo !! 11 / OVIDE " 5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRNF®R�IATION BY DATE ` FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THI'-P�2 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. ZONING DEPT CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANAt_r7=SEPAF A=7 AND TO BE REVIEWED BY BUILDING OFFICIAL -BLDG DEPT I ` � ' 6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY-VIStBL-E-tti T IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDtiING.COR,E_( •'Pt IANGE WITH ALL FEDERAL LABELING TO COMPLY WITH SECTION 1-/09.9.2. I ' T6 OF �4 ®0 (� m 4IMM CID I 0 a 0 Z CO 00 CID m Z c') N w W 0 Q N < JL Q 00`p 0 (L jN N ttQl LL Q U N Ci o LU p'O�M o 0 aoo 00Q 0� O I- R •rF • Qn(no • UU IL W a) r . ••• •N � S'' • - c�Ty W a c� we• U• ••h �' • Ln z • • o o 4 � U w C CD x N _ � o Ld LLJ c~n 0 Q l� Qs O U N N � � I J 1 � o i �O Z N Du)� o M 0) Q) 51:� <N S rn m C o_ o 0 2 o � o o v N I N N \ Fa- y m o s O U t N _ U drawing no. 18-04D sheet 1 of 5 1ST SECTION (BOTTOM) STEEL TRACK BRACKET FASTENED - T6• WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A ONE PER BRACKET SOUTHERN PINE 0.55 S.G. 1-1/2" MIN. 1-3/16"1 GALV. STEEL ANGLE BRACKETS 1.9"X3.3"X2.2H"X 12 GA. SEE SHEET 3 FOR SPACING INTERMEDIATE SECTION STEEL TRACK 14 GA. X 2-1/8" x 1" (STANDARD) 12 GA X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT TOP SECTION 24 GA. STEEL PANEL FLAPS BENT OVER PANELo I ° o 0 1/2" PUNCHED HOLES M0 0 0 4" O.C. Z 6 w a. N Y. 00 0 Of CD 0 I I I LN LLI0 I I I N I Cw ei • co • 00- yM o •z 3/16" POP RIVETS1 i o AT 4" O.C. 'Wz10 � �• Yi (6) FOR 21 " STILES U W ° (5) FOR 18" STILES PRODUCT APPROVED as comp)ying with the Florida Building Code NOA-No. 17-1206"14 Approval Da 03115/2018 By. OPTIONAL STOP MOULDING X"amr ro uc on ro BY DOOR INSTALLER #14 X 5/8" SMS 8 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16" POP RIVETS 1-7/8" X 2-5/8" X 18 GA. STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS #14 X 5/8" S.M.S. F4./ 4/ HINGE -END STILE SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA_ HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/4" X 2" X 2-1/2" X 18 GA. STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE 3/16" DISTANCE POP RIVETS L=3/;16 U U I L'— 7-1/2" x 14 GA. INTERIOR SIDE 7-1/2" x 14 GA. GALV. STEEL END ROLLER HINGE CENTER HINGE 1.82" DIA. X .50" STEEL ROLLERS (STD.) 7/8" PUSHNUT 1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) INSTALLED ON ROLLER SHAFT 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) SECTION B -B 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) WITH 5" STEM rt m 0 M0 0 Z Q °7 01 Z 6 w w 0 Q N Y. 00 0 Of CD 0 a, I• LN LLI0 • N Cw ei • co • 00- yM o •z 0 aoo � ui • p 0 ��• . 'Wz10 � �• Yi • U W EUWj�LL4n ••�0� • N .4.��r 1� li 3/8" DIA POWER -BOLT BY 'POWERS' A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) 2" MIN. EDGE DISTANCE ,3/8" DIA. HLC SLEEVE BY 'HILTI' B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 2-1/4" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c = 3000 PSI MIN. C-90 GROUT -FILLED BLOCK f'm = 2000 PSI MIN. ANCHOR TYPE A OR B (1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT FEB 2 1 2018 \\\�11111111�� lJl=1`I I I I CE SF i N cy • �1 V N C!L) drawing no. 18--04D AL �l�llll►1 sheet 2 of 5 0000•• 0000•• .0000. 00.00 0000. • 0000•• 0000•• • • N • • W • a, I• • N • • co • •z • • ui • p O � �• Yi • U W Li C C) X N — 1� li ai L'ic Lf)vQLL o V obi Q) I J r 117 0 0 Z (� N Cl0 0 m a7 a7 m \\\�11111111�� lJl=1`I I I I CE SF i N cy • �1 V N C!L) drawing no. 18--04D AL �l�llll►1 sheet 2 of 5 0000•• 0000•• .0000. 00.00 0000. • 0000•• 0000•• 0000•• ••000• 0000•• 0000• 0.000 • • 0 0000•• 1-1/2" X 1-1/2" X 1/8" HORIZ. ANGLE r{ m 2" —�{ (2) POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. + 5/16" SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS, X 5-1/2" X 3" X 12 GA IX�EEDING 8 FT. IN HEIGHT 2" X 2" X 1/8" HORIZ. ANGLE (� � `v o OI WITH 1-1/4" EMBED IWO MASONRY GALV. S F FOR DOOR HEIGHTS ABOVE 8 FT. OR GALV. STEEL II o 3 PER BRACKET A ON EACH SIDE II DOORS WITH INSULATION OR WINDOWS CO R BRACKET Z m - - W/ (6) ' 14 X 5/8" S.M.S. SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1-1 APART Z wASTENED -GALV. STEEL ADJUSTABLE 2-1/2" X 4-1 4" X 13 GA. STEEL PLATES FIRST AT 2" O.C., REST AT 7-1/4" O.C. 1/ A j- w N TO BRACKET WELDED TO 1-1/2"/X 1-1/2" X 14 GA. ANGLE -- - CONNECTED TO FLAG BRACKET ANGLE IL <EWS 16-18 X 3/4" HIX HEAD FASTENED TO TRACK -- W/ 3/8-16 X 3/4" BOLT &NUT Ix O 0 &NUTS. WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0 wN TOP BRACKET - - (2) 1/4-20 X 5/8" BOLT & NUT *,F cli (L w wW(STANDARD) TOP BRACKET V NLOW (OPTIONAL) HEADROOM DOORin 14 GA. GALV. STEEL TRACK •o>M o AL REINFORCEMENT HORIZONTAL TRACK 0 aa. p Q j-3/4" X .058' FORMED STEEL 2-1/8" X 1" X 14 GA. •• GLUED TO PANEL AND FASTENED TO SECTION A-A M0 Z • • VERTICAL STILES WITH 2" X 5-1/2" X .104" N 7 4 m a (2) 3/16" POP RIVETS GALV. STEEL u W _ � • • FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR * SECTION HEIGHTS BRACKET PLACEMENTS DOOR i7+ o � M g w • LOW HEADROOM DOOR OPTION HEIGHT 1 ST 2ND 3RD 4TH 5TH B 1 B2 B3 B4 B5 B6 B7 138 4 4.0 rn 2 is 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - _ _ 6'-6" 21" 18" 1 B" 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45 56" 67" - • • • • • N 7'-0" 21" 21" 21 " 21 " N/A 1 " TO 2" 11-3/4" 23" 34" 45" 56" 67" - w - - 5/16" MEETING RIB 7'-6" 18" 18" 18" 18" 18",1 TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 0 cv • 8'-0" 21- 18" 18" 18" 21 " 1 " TO 2" 11-3/4" 23" 34" 45 56" 67" 78-1 /4" • CO • Wed _ PLASTIC/STEEL ROLLERS = 1.82" DIA X c� _ *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM �. o .50" W/ .44 DIA. X 4-1 /4" STEM ' FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. S bi N C ci 0C7 w (1 C O o Z m: O OPTIONAL INSULATIONS: o o m m C > - BY 'DYPLAST PRODUCTS LLC' GALV. STEEL ANGLE BRACKETS v Q ISO-25 POLY- ISOCYANURATE 1.9" X 3.3" X 2.2H" X 12 GA. m Uj n t co E DENSITY 2.0 PCF CONNECTED TO TRACK WITH 00 N. A. #16-1108.04 (1) 1/4" BOLTS & NUTS o U rn N = 6-£FI LOFOAM NORTH AMERICA' 'O m - _j J L ° N O CD DENSITY = 1.03 PCF o Z N.0-A. #15-1203.04 0 LO o - - ORm BY 'INSULFOAM LLC' ; m a) m DENSITY = 0.92 PCF C'4 0 N N.OA. #17-0221.06 ...... m to m 14 GA. -GALV. STEEL ROLLER HINGES FASTENED m - W/ (6) # 14 X 5/8" SMS m - 0 MIN. .024" ROLL FORMED STEEL PANEL o U ° DRAWING QUALITY G-=40 of MIN. YIELD STRENGTH = 39 KSI CL _ WITH PRIMER AND BAKED-ON TRACK CONFIGURATION U a POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL J W Z Q ' a VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM � ° m N DOUBLE TRACK ° N AVAILABLE TRACK OPTIONS\\`IIIII Q) 0 a 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED i� �� a®•..!�� W 4 14 X 5 8" SMS �� moi/ / O # / PRODUCT APPROVED '�' I��AGERISF' ® o cy as com 1 ing with the Florida Building Code FEB 2 1 2018 N NOA-No. 17-1206.14 __ N 70592 _ Q BOTTOM SEAL OPTIONS Approval=" • _ SEE SHEET 5 Dat 03/15/2018 qJ= O o U t By 1"E OF � drawing no. Miami- ro uc on ro i� p110�. ' ®�� ' -18-04D ' SECTION A-A 0000•• ••000• 0000•• 0000• 0.000 • • 0 0000•• F Z KGIST.MIN. o I 2 3m \ w I 2BY WOOD OPTION 'A' 1/4" DIA. LAG SCREWS I 2BY AT 6" FROM ENDS WOOD AND 15" O.C. MAX. OPTION 'B' 1/4" DIA LAG SCREWS AT 6" FROM ENDS AND 15" O.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3 4" LAG SCREWS IN. AT 11" O.C. EMBED DGE WOOD BUCK CONNECTION TO CONCRETE/BLOCKS 3/8" HLC SLEEVE BY 'HILTI' DIST. I I o I m FILLED BLOCK 11" O.C. INTO GROUT -FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED M0 I 1-1/2" N3 1/4" DIA. LAG SCREWS I 2BY AT 6" FROM ENDS WOOD AND 15" O.C. MAX. OPTION 'B' 1/4" DIA LAG SCREWS AT 6" FROM ENDS AND 15" O.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 10" O.C. INTO GROUT -FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL'UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (10.3' X 42 PSF)/2 = 216.9 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (10.3' X 52 PSF)/2 = 268.6 Lbs per Ft. #8X1" SELF DRILLING SCREWS OR 3/16" 'RIVE(' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 24" O.C. REINFORCEMEN" 1/2" X 1-3/4' X .058 FORMED STEEI W'STRIP ADAPTER ALUMINUM PVC/\1N W'STRIPPING REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL #8 X i- s DRILLING SCREWS OR 3/16" 'RIVER' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 24. O.C. 050 1 .534 .224 IL�� I� 1 —1.750----�-I 1/8" THK. MIN. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM V \5/16- DIA_ BOLTS T�11" O.C. R MAX.NUT CRMAXNUT 1/16" X 2-1/2" FILLET WELDS AT 12. O.C. MAX. 1-1/2" REVERSE TRACK TO STEE ALTERNATE TRACK INSTALLATION ADAPTER VYL W'STRIPPING .040 700 I .348 1.790 � T BOTTOM SEAL OPTIONS ANCHOR SPACING 5/16" X 1 -5/8 - LAG SCREWS ANCHORS AT 11" O.C. EMBED s - WOOD BUCK CONNECTION TO CONCRETE/BLOCKS 3/8" HLC SLEEVE BY 'HILTI' PRESSURE TREATED 2X6 S-YP WOOD JAMBS WHICH SHALL BE ANCHORED TO I I GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 2" 1/4" ULTRACON BY 'ELCO' WITH SPACING OF FILLED BLOCK 11" O.C. INTO GROUT -FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED I 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1-1/2" 2-1/2" MIN. EDGE DISTANCE 1-1/2" 1/4" TAPPER BY 'POWERS' WITH SPACING OF 2-1/2" 10. O.C. INTO GROUT -FILLED BLOCK WALL. WITH 1-1/2" MIN. EMBED CONC. 11" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 11 3" MIN. EDGE DISTANCE 13/8 8" SLEEVE -ALL BY 'SIMPSONS' 3/8" CONFLEX BY 'ELCO' OR 1-1/2" 3/8" LDT BY 1TW' WITH SPACING OF 24" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED CONTINUOUS ANGLE TRACK 3" MIN EDGE DISTANCE TO WOOD BUCK 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 10" O.C. INTO GROUT -FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 13" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL'UPON INSPECTION. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (10.3' X 42 PSF)/2 = 216.9 Lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB = (10.3' X 52 PSF)/2 = 268.6 Lbs per Ft. #8X1" SELF DRILLING SCREWS OR 3/16" 'RIVE(' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 24" O.C. REINFORCEMEN" 1/2" X 1-3/4' X .058 FORMED STEEI W'STRIP ADAPTER ALUMINUM PVC/\1N W'STRIPPING REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL #8 X i- s DRILLING SCREWS OR 3/16" 'RIVER' STEEL RIVETS MULTIGRIP W/ DOME HEAD AT 24. O.C. 050 1 .534 .224 IL�� I� 1 —1.750----�-I 1/8" THK. MIN. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM V \5/16- DIA_ BOLTS T�11" O.C. R MAX.NUT CRMAXNUT 1/16" X 2-1/2" FILLET WELDS AT 12. O.C. MAX. 1-1/2" REVERSE TRACK TO STEE ALTERNATE TRACK INSTALLATION ADAPTER VYL W'STRIPPING .040 700 I .348 1.790 � T BOTTOM SEAL OPTIONS ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC.BLOCK .m. O Y r• 2" 3/8" CONFLEX BY 'ELCO' FILLED BLOCK 2" 11" 3-3/4" 3/8- DYNABOLT BY 'FW' CONC. 1-1/2" 11" 2-1/2" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 11 2- 13/8 8" SLEEVE -ALL BY 'SIMPSONS' CONC. 1 1-1/2" 1 11" 3" CONCRETE f'c = 3000 PSI MIN. C-90 GROUT -FILLED BLOCK Vm = 2000 PSI MIN. EDGE D CONT.4STEEL ANGLER 12 GA �II "1/2 GALV. STEEL FLAT BRnru�rS 3.8" X 2.5" X 12 GA_ 2-1/8" X 1" X 14 GA. AT 12" O.C. IN DOOR OPNG. GALV. STEEL TRACK AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2) 1/4-20X5/8" TRUSS HD. W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT CONTINUOUS ANGLE TRACK . TO CONCRETE -AND FILLED BLOCK PRODUCT APPROVED as comp)yin with the Florida Building Code NOA-No. 17-1206.14 Approval Dat 03/15/2018 By Miami - Product on ro FEB 2 17018 0000•• • • • 0000•• 0000•• ••••• 0000• •••••• • • •0.00. 0.000• • i N ti? N I ~ T •di• .m. O Y r• • N� rD 18-04D �p 0000 . • 0 0. O••• x Lr) _ o J LU N 17 C�¢ cn v aL Co o) N C) 0 I u_ J Jo o zC� N O LO 0 o 0 CD m 0, C, m 0000•• • • • 0000•• 0000•• ••••• 0000• •••••• • • •0.00. 0.000• • i N 0592 N I ~ T .m. O Y 14J N V U drawing no. TEOF ��/ IORIDP- \ 18-04D NAL sheet 4 of 5 0000•• • • • 0000•• 0000•• ••••• 0000• •••••• • • •0.00. 0.000• • DOOR PANEL 24 GA. (.024) STEEL MIN. 7/16" DIA WASHER J \ #8 X 3/4" SMS \—SEE ELEV_ FOR SPACING \7/16- DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 3/8" 77" �I I �J 1 3/8" 6 1/2" TYP. WINDOW INTERIOR ELEVATION FASTENERS SPACING PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 17-1206.14 Approval Date 03/15/2018 By hL�� Miami-!)Ad� Product Control DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS SEE ELEV. FOR SPACING * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE .1/b---1 1— EXTERIOR -EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJ INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS OWINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION C .175 X _062 DEEP GROOVE I EXTERIOR 1-1/8" MIN. D.L. OPG. GLAZING BITE WINDOW WIDTH FEB 2 1 2010 ttpd`SF i �J¢I 0592 - P, OF drawing no. 18-04D �910N AL ///11111111\ sheet 5 of 5 m ►V o I 0 0 Z �� 0 " 1_ z N W r Ll Q N Opo Lu N 0 F- UjU- 0 �v0ih V p ui rl a 5 > M o 0 0. A 0 �2 �•N Z p N •• Ma U2 • J" 01 hr 04 • •• w rn • I • N • •co • -• u • • o �= U U C C o uw7 LLJ ai > v, 0Q� Cm CL 00 C:) U o `� w � I w L O Lo Jo p Z N In 0O (L)m � m �- #8 X 3/4" SMS 1 1 SEE A O 1 I 1 � FOR SPACING 1 S PAC 1 III 1 1 , I #8 X 3/4" SMS SEE ELEV. FOR SPACING I: IIII .175 X .062 DEEP :I :I GROOVE IIII 1/4" POLYCARBONATE LEXAN I BY 'SABIC INNOVATIVE PLASTICS' NOA #15-0915.08 Ijl W 0 = o Df LJ O J X Z o W I!I� I -I I, I, IIII I:I �iri IIII :I I Ijli .175 X .062 DEEP GROOVE 1 w �� #8 X 3/4" SMS SEE ELEV. I I!i I FOR SPACING 1 . / I , J \ #8 X 3/4" SMS \—SEE ELEV_ FOR SPACING \7/16- DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. 3/8" 77" �I I �J 1 3/8" 6 1/2" TYP. WINDOW INTERIOR ELEVATION FASTENERS SPACING PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 17-1206.14 Approval Date 03/15/2018 By hL�� Miami-!)Ad� Product Control DOOR PANEL 24 GA. (.024) STEEL MIN. #8 X 3/4" SMS SEE ELEV. FOR SPACING * PLASTIC COMPLIES WITH CHAPTER 26 OF FBC SEE EVIDENCE PAGE .1/b---1 1— EXTERIOR -EXTERIOR FRAME * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJ INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS OWINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION C .175 X _062 DEEP GROOVE I EXTERIOR 1-1/8" MIN. D.L. OPG. GLAZING BITE WINDOW WIDTH FEB 2 1 2010 ttpd`SF i �J¢I 0592 - P, OF drawing no. 18-04D �910N AL ///11111111\ sheet 5 of 5 m ►V o I 0 0 Z �� 0 " 1_ z N W r Ll Q N Opo Lu N 0 F- UjU- 0 �v0ih V p ui rl a 5 > M o 0 0. A 0 �2 �•N Z p N •• Ma U2 • J" 01 hr 04 • •• w rn • I • N • •co • -• u • • o �= U U C C o uw7 LLJ ai > v, 0Q� Cm CL 00 C:) U o `� w � I w L O Lo Jo p Z N In 0O (L)m � m