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WS-17-2653Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Ponnit NO." WS-11-17-2653 Permit Type: Windows/Shutters Work Classification: Garage Door PermaitStatus: APPROVED Issue Date:11 /13/2017 Expiration: 05/12/2018 Parcel Number Applicant 53 NE 102 Street Miami Shores, FL 33138- 1132060131660 Block: Lot: LYDIA AMADOR Owner Information Address 53 NE 102 Street MIAMI SHORES FL 33138- 53 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) JOHNS GARAGE DOOR INC Phone Cell Phone (305)822-2951 Phone Cell Valuation: Total Sq Feet: $ 1,200.00 56 Type of Work: REPLACE EXISTING GARAGE DOOR AND IN No of Openings: 1 Additional Info: REPLACE EXISTING GARAGE DOOR AND IN Classification: Residential Scanning: 31 • Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $93.00 $1.60 $210.20 Pay Date Pay Type Invoice # WS-11-17-65587 11/13/2017 Credit Card $ 160.20 $ 50.00 11/07/2017 Check#: 9494 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final Review Building 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 informa ion is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named cont acl�Lto do the work stated. Authorized Signature: Owner / Applicant / IjContrac r / Agent November 13, 2017 Date Building Department Copy November 13, 2017 1 Miami Shores Village `E''VED NOV 72017 \\k\C' Building Department BY: a�>' ,r 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 POD " Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 S-1-11 FBC 20i4 BUILDING Master Permit No. W S k1-2{6S PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5 3 N E. 10'1 4rcze_� City: Miami Shores County: Miami Dade Zip: 33 /3 Fs' 1 Folio/Parcel#: 1 1 - �' CJI 3 - (0 (00 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: % OWNER: Name (Fee Simple Titleholder): Lib/A 4/11�W�z Phone#: Address: 6 3 f\-) E /b 2 seT City: /414-kt : S State: f Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: J 0 h h S batage D ovr , /nl C Phone#: 305 -82-22 °t 51 Address: .2 26 6 t J 7 9 City: j-/,'o /ea h Qualifier Name: bo i) State: 'AI. Zip: 330 /6' KT) Phone#: 28`ti- c/ / 7 0 d 9- 7 State Certification or Registration #: - Certificate of Competency #: y9 BS 00 %'4 1 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ \ 200 Square/Linear Footage of Work: 56' S . / g LV . Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: 'IZ,e47‘ rasa rA ex, S\--% NN.q g`Je-ra3Q c1oo \ o.n �� cl V\5� NQ- %�cIiricOne rakd GarG)e cdooJ/ Specify color of color thru tile: Submittal Fee $ O I `- I d Permit Fee $ I aaTh CCF $ CO/CC $ Scanning Fee $ Radon Fee $4 ' DBPR $ 2 ' CO Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ` 'u ' 20 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 hITRACTOR The foregoing instrument was acknowledged. before me this The foregoing instrument was acknowledged before me this 06 day of OCT ,20 /7 ,by L y �/'rl /1M'4-,p o!i- ,who ersonally kno t me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Signature _ day of ®Cc , 20 V who is personally know , by 0 as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: s74- lot + Nolan/ Pulic Stew d Florida maga4! I My Commis�GO 019281 wd" Expines 08A9/2020 Sign: Print: ' Seal: Ap-v al Med► ryx Ric Notary Publics state of Florida : Aura Medina My Commission FF 928472 +� of pv Expires 10/18/2019 ********************************. ** * ********************* *************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 003415 ' • - ,•L •_ 'Local Business Tax Receipt Miami -Dade County, State of Florida . —THIS IS NOT A BILL'- DO' NOTPAY' --.4150942 - BUSINESS NAME/LOCATION RECEIPT NO. 1 .1OHNS GARAGE'DOOR'INC RENEWAL 1. 2266 W 79`5T 1; 4334801 HIALEAH FL 33016 OWNER JOHNS GARAGE DOOR INC , Worker(s) 1 This Local Busiuesi Tax Receipt only confirms payment of the local Business Tax.` The Receipt is not a license, permit, or a cortitication of the holder's quolitieatiens; to do business. Holder must comply tvitb any govorgmsntal _X or nongovernmental regulatory laws and requirements which apply to the business: i # ' `• The RECEIPT NO. above nivat be displayed onjall commercial vohfcles Mra:i>DaM Code Sec a 27&: f n>.` For more information, visit wYow,tyto y pAp,gorAggpQU ' t _ _ EXPIRES SEPTEMBER,30; 2Q18 i Must bo displayed at place of business Pursuant to County Code Chapter 8A,Art. 9&_10 SEC. TYPE OF BUSINESS 196 SPECIALTYBUILDING.CONTRACTOR 998500141` PAYMENT RECEIVEOF SY TAX COLLECTOR sr $45.00 07/03/2017.- CREOITCARD-17-041714 ,rr N O V 6d(O100-OZLOLL-ueOg Contractor's Tax Receipt MunicipalCounty, State of Florida Miami DO NOT PAY -THIS IS NOT ABILL - CC NO: 998E00141 BUSINESS sSGA DOOR INC NAM N 2266 W 79 ST HIALF , FL 33016 OWNER DOOR INC ,pHNS GARAGE RECEIPT NO. 7518437 TYPE Y PcIALTY BUILDING CON EXPIRES SEPTEMBER 30, 2018 pursuant to county Code Sec 10-24 PAYMENT RECEIVED BY TAX COLLECTOR 200.00 10/ 05/ 2017 0237-18-000112 Coral, ti�eah, Key Biscayne, chow ing Municipalities:Aventura. TaHnofQN�Bay i s not valid i n the ,Pal Palmetto Bay Ftnecrest. Sunny Isles Beach, ibis receipt Mianil�•Pal Minn+ Gardens. For more ir orfalion.visitwyL . . . . . .. .. . . . . . . . . .. . EY D A , ^ICE`JV1T.-1-1 All FEUF_EAL . .... . . .... • ... . .. • . . • . • • • • JOHN'S GARAGE DOOR, INC. 2266 W 79 STREET HIALEAH, FL 33016 (305)822-2951 mail@jgaraged.com BILL TO 53 NE 102nd St/Colbert Inc 1415 Algeria Coral Gables, Florida DATE 10/11/2017 10/11/2017 Invoice 32348 DATE 10/11/2017 LEAS geVi $458.13 DUE DATE, 10/26/2017 SHIP TO 53 NE 102nd St/Colbert Inc Miami Shores, Florida 33138 Please detach top portion and return with your payment. ACTIVITY Ref Estimate 2579 Residential Garage Door Model Heritage 1000 (Non -Insulated), Size: 8'-0" x 7'-0" Manual operation Color: True White Panel Design: Flush panel Vents: Regular Lift, Vinyl Trim. QTY AMOUNT . • . 1 915.63 . . . • •• • • • .... • Get value and durability with a Heritage 1000 single -layer door. These heavy duty steel doors are durable, reliable and low maintenance. '• Miami Dade County approved. +51.0 -60.3 PSF, NOA # 15-0505.11 , • • One Year Warranty parts and labor. • • • .... • • • • ... • • • .. • • • • Permits process. • • •'. • • • 1 :165 D9 • Run permit form at the building department. . • NOTE: CITY FEE IS NOT INCLUDED IN THIS PRICE AND WILL BE CHARGE •• EXTRA UPON CITY INVOICE AND MUST BE PAY BY CUSTOMER AT COMPLETION OF WORK. (*Customer must provide access and have someone available for inspections at the property) *Price is for standard permit if reviews or corrections are required additional cost of $75 per trip will be charge Broward 954-783-6688 PAYMENT 622.50 TOTA! DUE 458.13 THANK YOU. STRUCTURAL SOLUTIONS, P.A. * Project No.: 17-002 Date: 10/18/2017 5921-G West Friendly Avenue Greensboro, North Carolina 27410 NC Firm #C-1096 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7-10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. For use with Florida Building Code 5th Edition (2014). Building Address: 53 NE 102 St Miami Shores, FL 33138 Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 9.58 ft Least Overall Horizontal Dimension of Building: 35, ft • Distance from left building corner to edge of garage door opening: ••• 2.67.!V"' Distance from right building corner to edge of garage door opening • 2.6?• ft•:. Roof Slope: • an? slope .... Positive Design Pressure ' • • • -35.' psf ' Negative Design Pressure -':• !40.rpsf 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. ..... ♦.....••. ♦ .a,.......,• • •• j►• (rl „ . • ♦ f • STRUCTURAL SOLUTIONS, P.A.* (*dba Structural Solutions of North Carolina, Inc., FL Firm #29412) Thomas L. Shelmerdine, PE (Florida PE #0048579) / / | �/. } l �. _ / " / — � > �� {)n /. �� 7 | | ( /| m ./ 2T� { � | � = ° ° ° ° ° ° ^ | ' | / ' ' ° ' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION .NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah .Gardens, FL 33018 'SCOPE: '' This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). I: This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer, will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such 'product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Mianfi-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 he Florida 13rriidisrg Code, including the High Velocity Hurricane Zone. • • • • DESCRIPTION: Hurricane Master Model 824/811 Steel Sectional Garage Dogralp to 16'-r"T1' Window Lite Option (DP +48.0, -52.0 PSF) • • APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Stec!' Sectional CJa'raga Dior", dated 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6.of 6'•,Irepar oc:V•Al- a ooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Eladtoctunty Prodigt ontrol' renewal stamp with the Notice of Acceptance number and expiration date l tl-w.Miami-Dade County • .rpauct Lon'trol Section. • 7SSILE IMPACT RATING: Large and Small Missile Impact Resistant 7,I1 �e i •• . •.. • • 3EIdNG: A permanent label with the manufacturer's name or logo, manufacturing address, mdcdl/series !it! pi the �p`ositive and negative design pressure rating, indicate impact rated if applicable, installation li"".,a.1 I' �- i tructton drawing reference number, approval number (NOA), the applicable test standards, and the + 14t!i IR i,! gCounty Approved' laterrient readin Miami -Dade Product Control A roved is to be located on the door's side track, Il. lic�tto angle, orinner surface of a panel. 1�IE'�'�AL otlthis NOA shall be considered after a renewal application has been filed and there has been no change it h'e apphcable Pudding code negatively affecting the performance of this product. TERIVITNATION 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, advertisirig;ior any other purposes shall automatically terminate this NOA. Failure to comply with any section of .IO),6shal11b' ''ause for termination and removal of NOA. No r 41)VE Z 1.SE ! 'Al': The NOA number preceded by the words Miami -Dade County, Florida, and followed by the �Rratro e� be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done h i I I r rts 'enti �x i I II�111Gr,9N:1 JN5 E. r ON A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and ��Fi u�t11 ,snr:, s taij be is arlaple for, inspection at the job site at the request of the Building Official. Thri NOA repeiv4NOA # 14-0814.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as aP � �, pproval doctiment mentioned above. tIte sub_mitted''documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy . .. • • . . . • MIAMI-DADE COUNTY II APPROVED APPROVED 1,.,sa NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 Page 1 . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D17AWINGS Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated ' 02/23/1998, with last revision L dated 03/05/2015, sheets 1 through 6 of 6, prepared by Al- 1 Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B» ;"i.h. 4/TES�TS+;i'Submitted under NOA # 11-0414.13" 11Pil 114 1),I ;Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, . i i '1' : ! i.AS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane lit ' ', , a , Engineering & Testing Inc., Report No. IIETI-07-4267, dated 06/29/2007, signed and sealed I4 Ii ,,''., '2. .li ' Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure , i l . Test' 'per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared Jh ik I ;, , pg by � � �� iii ;:,Hurricane Engineering & Testing Inc., Report No. HETI-11-3206, dated 02/10/2,011,signed i' '! f ,111 !' i 1 and sealed by Candido F. Font, P.E. • • ' 13. `ir T Test Report on Tensile Test per ASTM E8-08 of "Sectional Residentiai Door (ski.).': • • • prepared by Hurricane Engineering & Testing Inc, Report No. HETI=tt-01P101, sated • • . 01/29/2011, signed and sealed by Candido F. Font, P.E. •....... • • •• "Submitted under NOA # 05-0217.02" • • • • ' • •' lest Report on Large Missile Impact Test and Cyclic Wind Pressure Te%t,:of "Secrtfonal Residential Door with Windows" prepared by Hurricane Engineerir & •:sting Inc. •test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafae} E. D;oz-4 da, PE. Test Report on Uniform Static Air Pressure Test, of "Sectional Resijientil Door ,mired by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329,'d3ted 07./1S/2Q03 . • . signed and sealed by Rafael E. Droz-Seda, P.E. • • • test'Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, 'signed and sealed by Rafael E. Droz-Seda, P.E. ' "Submitted under NOA # 03-0210.04" 7. i 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. CALCISL• ATIONS "Submitted under NOA # 14-0814.08" 1. Anchor verification calculations prepared by AI-Farooq Corporation, dated 109/22/2014 and 07/24/2014, signed and sealed by Javad Ahmad, P.E. • • .• • • Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 E-1 • DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Sub,nitted under NOA # 09-0128.01" 1. Arichor'verification calculations prepared by AI-Farooq Corporation, complying with F.B.0 2007, dated 04/05/201 1, signed and sealed by Javad Ahmad, P.E. `Subnutted under NOA # 09-0128.01" Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. 2. D., QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their• • Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 andexpiri on•• 1:1 /29/2017. *••• : • • 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, 1.I.41For theii:Mpanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiri!rrgen 01/11/2017. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, Iti'E! for them • • • • • • • 1yplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011.a1r21 expirirfril • • 01/11/2017. ••• • • • •• 4. 5. 6. 7. 11. al F. STATEMENTS "Submitted under NOA # 14-0814.08" i'`. Stateriient letter of code conformance to the 5th edition (2014) FBC and no financial interest issued by AI-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E. • •• 11Totiee of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for • their Expanded Polystyrene Block Insulation, approved on 02/24/20:1 aril expiringon 02/24/2016. • • • • • •• • ••• • "Submitted under NOA # 05-0228.02" • . •• Test'Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing,1 Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E. Test Reports on Tensile Tcst per ASTM D638 of "PVC Extrusion Material", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed ''sea ed by I. Ghia, P.E. et e ort on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density Test }` y 4'U non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 0041'761 1'5019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, Y.E. E -2 .• • • Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date: July 21, 2020 Approval Date: April 23, 2015 \1:11 /-.\7-1/2' X 2-1/4' X 18 GA, Gov. 57EL_ CENTER LINGE W/ (4) #14 X 5/6 SLAS WIL-1001 DELRON SLEEVE (SID) 1-l/2 1 37 X .071" GAJV. STEFI END ROLLER HNOLT. W/ (6) #14 X 5/8' SmS w1THC,LT DFLRON SLEEVE (STD) W,TIL-0E5RON-SEEE-8E--(OPTIONAL-; x .0717 CALI/ STITT CENTER 41.14GE W/ (4) #14 X 5/87 SOS WI I H LRON7ST EEVE_(OPTIONAL) „ - -2/ DOOR TOR FIXTURE 5-1/2" X 2-3/4" x 0.1' --- "--._,--PUSH NUT STEEL PUTTE WITH ONE 5/16 18 PS W/ NOT .,./ /ON 3'. 37-FASTENED TO END STILE W TH A / ,. CO ,/ . 7' (6) #1‘. x 3/4" SELF DRILONG, SCREWS • A' SEE STIEE7 4 FOR TOP HRAC./E7 OPTIONS •3, CENTER ST.LES__ / SEE SCH. TA' "-._ --- - , ----...--. / : ----- --- •-•-'7( 1\,--- ---4 ' 1 : i 11 I li 1 II 1:'. \--- ' .' I _ - • 1 OPTIONAL DOOR viFWER TC BE NSTALLED 61 ANY CENTER SOLE / • A _.P./ - - - ,._-- • . . , I 1 w x Ti•K LANDIL CENTER HINGE . .,. •. - I I: , Il " T5 STANDARO LOCK .411 1 I SPRINC LOADED 3..,.._cr, eorir 1(e..07Hr SDES) . • . ,- - - FASTENED W/ (4) #4 x 1/27 SATS_ 7. • • r) 7 - -1,,----i,-- -----4I - .., LOCK ENGAGEMENT 7 ' • 7.1-- - . I • .. ...- I I ' 11 , . , • ' .. I , ,______ rt nr)-- HJ. ILL 1. I ' CONFORMS TO SECTON 1005 REGASONG GARAGE DOORS .158 D1A. TDALV. AIRCRART TYPE / 1! _ 517 CABLE 445CO-PREsS FFVE y--771 T23N. 5 TO 1 SATLIY FACTOR 0 I ^- : 1 / , SELF DRILLING SCREwS \.. : _•/7---\],' ' I e ,, 1 ,. To .-----__ _--- BRA.CKEI H650KE1 1 I I STO L IF T ) DOOR 0.-T3NI s,.: LE1,..; - „,_, - - - • -... iOOR 3' I OW HEADROOM / /--//8" X .3-1/87 X .C10" 7 1 C,TIONA; VENT'S / STEEL PLATE : (3) 5' wiDE ATT 7" 0.C. MAX. W TR (4) /14 X 3/4" 505 l C3NG AREA NOT 70 EXCEED 120 SO. IN (OCR "E!OI,T CCNS1S-S CF 6.-6 2 SECTONS 18' 2 SECTIONS 21' 6.-9• SECT:ON • .1 SECTIONS 21 • 7' '4 SECTONS 71" 7. _ - - • 7-6' 5 SIC !IONS 1 8 - 4 SECPONS 1 8- _1 SECTION 21' -8' 3 SEC.IIONS To" 2- SECtION 12 SECTIONS 18' 3 SECTIONS 21' SECTION IC 14 SECTIONS 2C1 13*-9" 5 51011065 4_6SECTI0N5 18'- 9'.-3• 5 SECTIONS 18' 1 CIION 7'' 4 SECTIONS 18" 2 SECTIONS 21- 9-9 3 SECIIONS 18' 3 SLCT IONS 21' 10' 2 SECIIONS 19" SECTIONS 21" 1 SECTION 18' 5 SECTIONS 21" TOTAL # Cr 6685 AT EAC-.! DOOR 1 0' -9" 16 SECTIONS 18" , SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21 11-3" 4 SECDONs 78' •3 SECTIONS 21' 11'-6" 3 SECTIONS 113. :4 SECTIONS 21' 1 1.- 3" 2 SECTIONS 1 8- 5 SECTIONS 21' 12' 1 SECTIONS 18" 6 SECTIONS 2, 12.-3- 17 SECTIONS 71' - 12-6' 6 SECTIONS 18 2 SECTIONS 21' 12.- R. 5 SECTIONS 1 Fr 3 SECTIONS 21 13' 4 SECTIONS ,8- SECTIONS 21' 13.-3' 3 SECTIONS 18- 5 SECTIONS 21 13-6' 2 SECTIONS 18- 6 SECTIONS 21' 1 3-9' 1 SECTION 18" 17 SECTONS 21: 14' 8 SFCT ONS - 14'- 3' 6 SECTONS 18' 3 SECTIONS 21' I SECT ONS18 SEC dONS 21" 14.-9' 4 SECT ONS 18' 5 SECTONS 21' 15' 3 SECT ONS 18- 6 SECTIONS 21' - 15.-3' 2 SECTORS 18' 7 SECTIONS 21' 15.-6' 1 SECT ON I S' 8 SECPONS 21' 15.-9' 9 SECT ONS 21- - 1 6' 6 SECTONS 18- 4 SECTIONS 21" 5 6 _ I _ _ .• s... --I. I I '. 1 • 1 , , CENTER STILE • OuSIDE HANDLE '7-END STILE J11 LOCK BAR GTPDES 5-I5STAI I FD ON END STII F. WITH (4) # 14 X 5/8" SMS 1 .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR -CENTER STITES OUTSIDE KEYED LOCK OPTIONAL LOCK BAR LOCKING SHOWN ALTERNATE TO 54511915 LOADED SLIDE BOLT TCCKS SHOWN ABOVE REFER TO SHEET 2 FOR '4-BAR PLACEMENT 8-0" TO 9' 10" DOOR WIDTHS I M 10.-0" 10 1 -107 • CPTIONAL /-LUSH FACE -WOOD GRAIN DES1GN __ MAX. DOOR WIDTH I 6.-2" INSIDE ELEVATION RAISED At:Ei_ EMBOSSED DOOR r 4 X 3/4" SELF DIR3_,NG SCREWS PAY BC TISED . LIEll # 14 X 5/8" SMS THIS PRODUCT .5 RATED FOR LARGE VISSII 6 MPACT.T SCHE:U1E. 'A' • • • • • • fo.. • 0-1 CENTER STILES DOOR W'CT"S # OE CENTER STILES 8 -0 IC 9.-10' I 2 * 10-10-10 • 2 • • • 110-160: • •3 • • rociPilds: -I • • • :IT: • •• DOOR WIDTHS • • • II • 14.0 70 1161.." • • • • • COUR 'N DTHO • • • • • • • 12-0' TO 13T-107 DOOR WIDTHS • • gor • •• ,• •Il 15T 117 TO 6-2" DOOR WIDTHS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ) - - DAB DOORS INC. !IJrricone Moster'13. Model 824/811 Max. Size 16.-2" X 16-0" High W;:h Wineow Lite Opt.on DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES : THIS PRODDCT HAS BEEN DESIG,NED AND TESTED 7C COMPLY WITH THE REC100MEN7S CF THE 'ILDRIDA BUILDNG, 0000 (FBC) FIFTH EDITION (2014) :NOT WING Toot, VELOCITY TURRET-DANE 70N:7 (I.V547). 2 ANCHORS SHALL BE AS LISILD, S.ACED AS SHOWN ON DETA:Ls. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. Ail. BOLTS, NILES AND WASHERS SHALL BE 1.50 PLATED CARET.IN STFEL. ANCHORING OR LOADING CONDITIONS CIHER THAN rlOSE SHOWN TN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5 A LOAD DUIRATON INCREASE IS LISEC 5 7E9GN OF ANCHORS INTO 6000 ONLY. DOOR TESIED iN ACCORDANCE WITH THr REOUEREMENTS OF FLORIDA I 90<0/915 CODE. TAS-- 202, 1AS-2C1 -TAS-203 ,OR -N,IL AND ASTM E 1 68 6-05/A5TM E 1 99 5 -C9 Env: JAVAC 64,940 CIVIL FLA. PE # 592 CAN. 3 ) 0 2015 PRODUCT RENEWED as complying Mitt Me Fimida Budding Cogr Mammon No 15.e3472 _act/ EY Prnaset Cemirol Cr .2 Ct 0 rd Lt a o LL L5IT < z 45 IT. • LJ V (r) Cn CC CC 2 o ▪ o z a 0 • co 02 161<00< drowirv, no. 98-05 sheet 1 of 6 Ii .I SCi'ICV 4 ' SCETC' 3 - 5CE7IC 2 SCETICN p 4 p g 1 - - 4 SECTION DOOR - NEG.; RAGE 6•-fi TO7--0" (3) Li -TARS SCEIon 5 I 'CC110u_5 I _ - c --- ,_,-.-,..•.«.s i�......,a. i. i — '" iI 1 1' SCE TON 4 _ CeTGu 3--I '?""- I_ 4 SCET Cu J 1 _— 1 SC' 0' ] 11 11 SCE -ION 2 4 a 4 9 9 4 kSCEi�SV I Ii , SCIT Cs. I E SCEt104•Y'-- SCE1 ON 7 1 f — in F ( 9 — ScE01Cu 6 _ SCETION 5 1 i 1 S0CIICN 7. _._�.. I ._1I. SCEIICN 6 -. I (I 11 •- SCI'TI(IN 5 _. I 1 .. I _ _ _ 1 -11 5_9',C _1. j I IX - ,- SC T.. ., SCE-ICN 3 - I. 11 - 3_=' CEs. .. -.••. 1 S, SCE IGN 2 I r SCE ON 1 I ff I i SCETION. 1- ld - n 41.. ...- - .. '-4 M 1 r I' 5 SECTION DOOR 1IEIG,IT A.NGE 7'-6" IC 9'-0 (3) 'J-BARS SCETON 6 I __-- t-- - p. wm.,.......Mm.,.,.-YT--Y'- 11 Talc!. 5 111 1 4 SCE-.5 a 11 SCE,ON 3 I 1I' I F _.— 4 t' SCE'ON 2 I) ' - _ SCr'ICN I 5 SECTION DOOR -EIGRT RANGE E'-3" TO 6'-9" (1) 'J-EARS SCEtON 6 _ o 91--N -- - y -` a .�.e - ---- S cN. II I E', 4 N 8 SCCION 3 i'. SCETO6 5 II SCE -roe 2 SCE, ON I 6 SECTION DOOR RE GN' RANCE_ 6.-5" TO IC `" (a) ,-BARS I11 SCETION 6 I (I iSCETON 5 1 SCE-ICN a 9- 5C'TON 3 1 i % N 9 F 11 5CR'ON 2 4 g SCION 1 4 9 p § I 7 SECTION DOOR NEIGH' RACE C'-9 TO 12'-3" (5) U-BARS 6 SECTION DOOR NEICNT RACE IC-6" (5) U-0WS • • 0• • • • • ••I• • 1 • I • • •• • • • • • • • • SCC'CN 9 1 - 8 SECTION DOOR NE1C-7 RANGE 2 6" "0 '3 -3" (5) 1-BIOS II • SC`T'S4. B SCEr1CN b SCEIC9 6 l M sc0055 1 I k--.E ` SCETIC2 * 1 j I Yl 4 4 4 ---8 I, S1.EI,CN 3 r 1I I - M 4 SCEnOS 7 I -- • -H 1 9CETICN 1 8 9 SECTION DOOR '1000' RANGE II'-3" TO 15-9' (6; U-FIRS SCE-wv 10 �— SCET,ON 9 iCLSON 6 H f (j SCEnoN r 1 f •scEic2 6 4•_—••__• II•sc N • • •_ • 4 • • ; • 1 _._•4a f • •••6IRt-�i a 4 --1 M SCEI.on .. 1 I SCEINIM1 3 I i •-14 • • SCAION 1 • • * • • -• • �1• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • ••• 10 SECTION DOOR NFKMT RANGE 16'-0 (6) U-BARS • • • • • • • • • • • • • • • • •• •• 8 SECTION DOOR N_C•1T RANGE 13-6' 10 (6) U- <RS ENT,, JAJAO A4MA0 CNIL FLA. 'E d 70592 C.A.N. �T6 YAUDUGT Itt]YEWFD Owavering *Mk Ws ibrf•. Balding CoatAcceptateet. 302.0 ei. 1• T��J"I/ZO M /Pli•- Mi•w fte.fuat Calmed --...._— SIT z ae u r OI Z c I Q 17- 1L 7 O "2, IJ aw 'Crowing ^O.� 98-05 sheet 2 of 6 16 GA X 2-1/4" X 3/4" X 2" CAL.V. STEEL 3,906 REINEORCINC MUSS • — 0 ROTTCV or pANEL TRUSS FAE;ENED 131 vEfrocc.x._ .141ER7E0ATE STILES W/ IWO #14 X 5/8" S.M.S. AND T13 END 51,E w/ ,DUR #14 X 3/4" SELF DRII I INC S. 1/2" x 1-3/4" X 16 GA. OPEN TUBE 0 10, & 601109 LACR PANEL 1ST SECTION (BOTTOM) REINFORC 040 STEEL TRACK BRACKET FASTENED IC wCOL) LAMB. WIIH 5/16" X 1-5/8" LAC SCREW (=LILLY THREADED) ,Ex WASHER I4EAD TSPE A 50DTHERN PINE 0 .55 S G. ' : . - •1 _>:<.•.FL1-14 N Fl. ---..._ -,-- , / 6 I 1 9" X 2 19' X 3 3" X .09C" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 CA X 2- ,/e- x 1" (STAN)ARD) 12 GA. x 3-5/16" x 1-1/2" OPTIONAL) FASTENED TO TRACK PLATES W/ 1 / 4-2C X 5/8" TRUSS HD. S_OTTED M.S. 84 LOCK NJ', 16 311x 2-1/4" x 3;4" X 2" .-. - CAL V. STEEL- 1.1.9AIR REINFORCING TRUSS 'RUSS FASIENED -C 'VERTICAL INTERvEDIATE SAL ES w/ Twn # 14 X 5/8" S.49S AND IC END STILE 144/ FOUR # 14 X 3/4* SELF- UR.LLING OCR. USE REINFORCING 'J' EAR Al TOP SECTION ONEr A - =OUR .SECTION DOORS 2' GA. STEEL PANEI FLAPS BENT OVER PANF 1 -.L 16 GA. X 2-1/4 x 2/4" X 2' CALV STD.. U.BAR RENEE:R(9NC 10.455 121.:SS FASTENEO TO VERDCAL INTERMEDIATE STILES W/ IWO # 14 X 5/8" S.M.S. AND TO 0040 STILE W/ FOira # 4 x 3/4" SEI.S DR :LNG sCR. INTERMEDIATE SECTIONS TOP SECTION REINFORCING OPPONAt STOP MOULD NG 45 DOOR INSTALLER /44 x 5/8" 595 6 PER HINC,E V2.- X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND SECL,RED TO END STILE WITH (4) 3/14" POP R VETS 1- 7/8" X 2-5/8" X C49" STEEL. -CEN-ER STILE, .3LOE0 AND RME TED ITO PANEL W/ (4) 3/16'• R.VETS pcpRIVE"S, # x 5/8" S.m S HINGE I I 7-1/2" X .050" GALV. STEEL CENTER H.NGE 7/8" PUSHNUT INSTALLED 014 ROLLER SHAFT 3/4" X 2" X 2-1/2" x .049" S'EEL INC SDLE, CONNECT TO PANELS wITH rtAas AND (5) OR (6) 3/16" ALIN RIVETS SEE DEIA.L ABOVE • • , t I• 7/ % ••-!--••9 • : / : • • ••\ tol .. i•4'. • • 1 • • •s•• '• , t••• • 0, .. • IA; jfi. i(r. • I , • 641 1. • • • • . '!'. • II I ,_Y 1, ' '—..-1"-‘,Triris, j• ' 14 il---1 ! J 'I • • • • ' I- 11/---#11- \ • • \ 1/4-20 SS BOLT • INTERIO• R IDE lie 7-V2' x 171.1 •• • • \ , , . . 1.821NA. X t tic IITEEL ROCCIkS (S19.5 \ • • • 1.52" CIA. 0 50" NYLON ROLLERS (OPTtOaL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) ----' 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) SECTION B—R WI1.-1 5" STEM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IP • • • • 1/2 PLO,C••E' HOL'S €4, 4" 0.C. 3/16- POP RIVF.IS AI 4" 74 C. (6) FOR 21" STLES (5) FOR 18" STILES , STL. PANEL I I END ST LE OUTSOE Or DOOR -1J SOLID BRASS DOOR VIEWER DY 'SCHLACE SECURITY HARDWARE. INSTALLED N 9/ 1 6" EIA. HOLES IN CENTER ST.LE r'OSITICNED AT EYE LEVEL 3/5' POWER -BOLT By 'POWERS' T., 2' 95. EMBED INTO CONC. "2" MIS. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET S"ACNC Eng, KAvAD A40.4A2 CiviL FLA. PO4 70592 C.A. 53A 3 0 7.015 PRODUCT RENEWED omplyire vet& theFhfl Ekfiddrig Code Arnepissre Pie 5-0302.01 fly /11 Produa 044911m# (-) • 151 Li • > ro52, _r! I I 7 . 8 i , drcwing no. 98-05 sheet 3 cf POP RAFTS _ _ - 5/16" X 1 5/6". LAC- SCREWS.INTC.'W000 0R _/- - NTH-T-1/4-Eu_ED=IN10_MASCNRY N --- .5 R BRACK:T 2-3/ 4X 5 1/2 X 3 X 104- CALM ST EL -' - - �j - 10P ROLLE4 E4ACKEC ON EACH- SIDE / AS EN D-W/ - (6 -®14_ % /8 S.:WS. 'L r�-_,_. :-49C THK. A V. STEEL ADJUSTABLE_ - -, ^- II _ - SIDE FAS CN _TO- BRA0KE1 l - =1 _-.,,,,-..-.._,_/___` -/ w/ 5/16-Id X 3/4' 1-EX -LEAD- - / M 5 REwS & NUTS. �\ TOP BRACKET - (STANDARD) TOP 4RACKE3 / (OPTIONAL) -/ ;OWHEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL SW-0 TO PANEL AND FASTENED TO VERTICAL SPLES WITH 2" X 5-1/2" X .IC4' (2) 3/:6' POP R'VFTS CALM. STEEL. FASTENED w/ (4) ✓/ 14 X 5/8" S.M.S. _ _ T';P R01LFR BRACKET _TOR__ IOW HEADROOM DOOR OPTION 1\� - - 5/16 SI.EEVE ANCHORS 2-1/7 X 4 1/5 X 13. 6A-rST C" I41CS C, WELDED. TO 1 -1/2" X 14 GA ANC;E -'- FASTENED -TO TRACK -: WI I (4) 1/4-20 SS ROT &_Nl1TS„ HORIZONTAL REINIORCLM_':1 1 /2" X 1-3/4" X .058" FORMFC STFFI CLUED IQ PANEL AND IAST ENE() 10 VERTICA'.. STII ES WIT'{ (7) 3/16" POP RIVES 5/16' MEETING R,3 52" 01A. X .50" STEEL ROLLERS 'N/ 44 DIA. X 5" STEM 0,'TONAL NSU1A:10N5. BY 'yY LAST PRODUCTS I I_^' FPS -EXPANDED POLYSTYRENE DENSITY = '.05 PCr N.O.A. #11-0926.07 0, ISO-25 POLY-I50CYANURATE DENSITY - 2.0 PCF --- N.0.A. #11-0976.05 OR DV'CELL OFQAM NORTH AMERI:A' DENSITY 1.C3 PCF N.O.A. #10-1179.04 OR P° 'INSUFOAM LEG" DENSITY = 0.92 PCF N.O.A. #14 -03' 1.08 j 14 CA CAI V. STFF,- J� R011.ER HINGES FASTENED w/ (6) # 14 X 5/8" SMS MIN. .024' ROLL FORMED S-EEL PANEL DRAWING QUALITY G-40 MIN. YELL STRENGTH - 39 K51 WITH PRIMER AND BAKED-3N POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 CA. ^..A_'✓. SEE_ BOTTOM BRACKET FASTENED / w/ (4) d 14 X 5/8" SMS J BOTTOM SEAL OPTIONS SEE SHEET 5 1 SECTION A -A SEE SHEET 2 FCR LOCATION OF R=INFCRCING TRUSSES HORIZ TRACK SUPPORT, 1 1/7" X 1/'-X-1/8". HORIZ. ANGLE CEN''ER SUPPORT REGD.ON DOORS FOR DOOR ' INSULATION UPTO 7 R, 'WIT 2' INSULATION 0 WINDOWS, cXCEEDING 8 F- N; ,EIGHT,-...., 2 X 2" X 1/8 ORT/ ANGLE II A --TOR DOOR HEIOHFS ABOVE 7 FT. OR DOORS WITH. INSULATION R W.NDOWS - SPOT WELDED TC- I'OR-7 TRACK WITH TWO- WE'_DS AT 1 -1 /2" APART ,' -.- FIRS AT 3" O C -. RED AT- 9" O.C. q • --' -----,,--"I"- CONNECTED-10 FLAG BRACKETANGLE I-"'- W/ 3/8 16 X 3/4" BOLT & NUT AND TO SPRING SHAF-..GHIDE WITH (2) I/4-70 1 5/8BOLT & Nur/ �1 I IORIZ. TRACK LGNCT!I OPENING HEIGHT PLJS 1 4 GA. GA: V. STET I TRACK II; '1 I. _T� I 1 VERTICAL TRACK .277/8 X. I" X_.050" SECTION A -A DOOR •SECTION HEIGHTS 3RACKET PLACEMENTS HEIGHT 1ST ' 7ND 3R0I4TH 5Th B1 I 32 63 84 85 I 86 - 37 08 6' 18..'I6 18"118 N/A 1" TO 2"111-3/4.. 23" 34" 45" 56" 67" - 6' 6" 2'";'5' 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 1 45" I 56" 67• — 7'-D"21" 21" 121" 2"' N/A 1" TO 2-, 11 -3/4 23" 34" 45" 56" 67' - 17'-6" 1-7 18" 12'116" 18" 18".1" TO T111-1 /4"j 23" 34" 45" 56" 67' 78-1/4" 21',15"118" 18"121"11" TC 2"111-3/4"' 23" 34" 45" I 56" ' 67' 1/8-!/4" •-SLC',DNS ARL NUMBERED STARTING AT T'-E 60-0M FCR DOORS MORE ,THAN 8 FT. HIGH. ':15= ADDITIONAL TRACK BRACKET'S AT 10" C.C. �.I-I. 1.9" X 2.19" X 3.3" X .C90" ;.�_ I I� Si . -_EL 1R L ACK BRACKETS 2-3/16" CONNECTED TO TRACK WITH(/ 1I-I I 1) 1/4" LIS & NU-S. V 1 I TRACK CONFIGURATION • •• • • • • • • • • •• • • • •• • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • VERTICAL LIFT Y I it II STANDARD 1j LIFT LOW HEADROOM AVAILABLE TRACK OPTIONS Eng, 4AVAD AHMAD CIVIL # 7C592 C A . 3538 /' DOUBLE TRACK PRODUCT RENEWED e mselyiy lee dr Florida Builfie Co& Acct:aptace No Wo Fly 98-05 sheet 4 of 6 ••• • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • _ ... -,--.-1 - 1 /2" M TR.- , , I EDGE DIST. pm ,-..,„ IT ',ili - I I I i I '-. - A- /t:nsT / / ./4" SCREWS-2 1- ,2.BY Al e• FROM ENDS w000 eyp,‹ -; , ANC 11" CC MAX _ L OPTION WOOD -BUCK.--' • 1/4" D:A. TAG SCREWS ENDS ,.-AND 11" 0.C. MAx. !;1 OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY 5G-0.55 MIN.) THE INS"ALLAUON METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT TO WOOD STRUCTURES IF TF-FESE MEFIODS ARE FOLLOWED NC ADDITFONAL CALCULATONS/CCSIGN WILL BE REQUIRED FOR DESGN CE GARAGE OCOR ANCHORAGE. ruR DOOR REPLACEMENT APPLICATIONS MTH NO ENGINEER CF {RECORD, INSTAL_KION MAY BE VERFILD AND APPROVED BY THE BUILDING OFFICIAL UPON INSPICT,ON WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2XE SYP WOOG JAMBS WH,CH SHALL BE ANCHORED TO GROU'LD RE.NFORCE0 MASONRY BLOCK 'NALL OR CONC COLUMN WITH 1/4" UL10ACON 94 'ELCO' 0940.56 OF :2" CC. iNTO GPOuT FILLED BLOCK WALL. W11-, 2-1/4" ViN. EMBED S" 0.C. INFO 3000 PSt CONCRETE, WI-. 1-3/4" MIN. EMBED 2-1/2" MIN. EDGE CISTANCE 1/4" TAPPER BY 'POWERS' MTH SPACING OF 8" 0.C. INTO GROUT FLED BLOCK WALL. WITH 1-1/2" MN. EMBED S" C.C. INTO 3000 PSI CONCRETE, WITH 1-314" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX EY 'ELCO' OR 3/8" LDT BY 'MN' WITH SPACING Or 21' CC_ INTO 3000 PSI CONCRETE, WITH 7-1/2" MIN. EMBED 3" AFFN. EDGE. DISTANCE 3/8" HLC SLEEVE BY 'rli! T1' WIT, SPACING OF 8" O.C. INTO GRDLIT FILLED BLO;;K WALL, WITH t-1/4" ANN EMBED, 4" MIN. EDGE DIST. 11- 0.C. INTO 3000 PSI CONCPETE, WITH I-I/4" MIN EMBED AND 2-1 /2" MIN. EDGE DISTANCE PREPARATION OF JAMBS BY OTHERS FOR NOW CONSTRUCT ON ENGINEER OF RECORD CR ARC -I TECT TO VERIFY ADEQUACY OF SUPPOR"INC STRUCTURE TO SUPPORT LOADS IMPOSED BY DOOR SYSTEM. FOR NCR REPLACEMENT IN RETROFFT BUILOtNISS WITH ENGNEER OF RECORD, DOOR INSTAIIATION WY BE REVIEWED AND APPROVED BY BULDFNG OFFICIAL UPON INSPECTFON. 5/16" x 1-5/8" LAG SCREWS, AI F 1" 0.C./ • i[) _ -,• — _LSE' _ F --OR --- 6T--WIVEYVBTFEF- RIVETS W/- DemE-HEADT.F.IN 1.--".'-- -- - - - REINFORCEMENT • \ X 1-3/47 X .058-;\;,.. \_\,,_, /.--. " - - -- ,--- \-) - _/./ W'STRIP ADAP I ER _ ((- At UMFNUM - RUBBER MSTR,PPING--/ STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY 000R SYSTEM ;'.1 ,' •. ' 5/16 DIA BOLTS '\. ,, %FMB WASHER & NUT A, 12" 0.C. MAX. t 'NJ -- i r 1,-1/4" x 2-1/2" x +4 54+ - 1 1.1-1/2" 1 4'1'1 1 , +-1/21.1 ..„ ... '11 CONT. sooa ANGLE 12 GA. GALV07F11 FIAT BRACKETS ±3" LONG 1/-6" X 2-1/2"Ns. c\_// S\ .))1i ./ ",3) SPOT WELDS AT EACH S-DE AT 12" 00 IN DOOR OPNG. FILLET WELDS '''i !) AT 18" C.0 ABOVE DOOR OPNG. AT 12" C.C. MAX. /- CONNECTED TO CON- ANGLE 2;22i__[_S-dr L-1 750 ----- COTIN000$ ANCI E TRACK LOWQLtiLLCIC MAXIMUM EXTER.OR(.) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Los per Ft. mAXisluV, INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PS')/2 = 420.4 Lbs per Ft. • • • •• S SE.0C16* • • 6 • • •T_O_CILIA • • • • • • • • • OOOOO ••• • • • • • AliTERNACE TRACK INSTALLATION •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • • • • • • • • • • • • • • • ,c-REINFORCEmENT -,,FRMED'RTEEF I : - - ' '-::,_ -/ ----lgf:ciR'tiL- ---L--;;-seR,W3------- OR , --- -- / ' _ ,/%5/16"--'RIVEX".' STEEL RFVE FS ,, I ' - / -/, FAULTIORP: W/ DOML HEAD_ _/ f- .70, - CI L. , -r I -- l9C BOTTOM SEAL OPTIONS ADAPTER S-EEL `- RUBBER W'STRIPPIG .348 ANCHOR SPACING ANCTFORS I STRUCURE EMBED 'SPACING EDGE DIST.: 3/8" til_C SLEEVE BY 'hILTF' I CONC. I 1-1/4' 8" 2" 3/E" CONELEX 8Y 'ELCO' IEILLED BLOCK! 2" 8" .37.3,4" 3/8" DYNABOI. T BY 'OW' . CONC. I 1-1/2" 8" 3" 3/8." POWER • BOLT BY 'POWERS' CONC. ; 2" 8" 2" , ;3/E" SLEEVE -ALL EY 'SIMPSONS' CONC. : '-1/2" 8" -,. CC,NCRETE Ec - 3000 PSI MIN. C-00 GRQui FILLED BLDCK = 7000 PSI ViN. EDGE DISE. 11-1/21, R,N 2-1/8" X I" X 14 CA. ,- CALV. STETRACK FASTENED -T0 TRACK PLATES W/ (2) 1/4-20X5/8" TRuSB 'D. 51070E0 9 S & LOCK 03) \ TINUCLIS A5G0E TRACK TO CONCRETE AND riu.rn Fuck PRODUCT RENOVED os complyag with the 1.exida Bald* Code Aato= No WO Ati; Praha Carol , LIN -0 c, 0: ct 0 • 0 al g o _ 0 Li .t • 0)5 E . F • L• Z' CC 00 - 0 ff-) , I LI ojrfl > . < . I Z — z co t.L.1 (f) 0 6 n 0 z a-. -- 611_, co ; 417452 4 d ±c: . 3'9 1 arow'iN no. 'sh9ee8t ;°0156 • • • • • • • • • • • • • • • • • • • • • • • • • 6 • • • • • • • • • • • • • • • • • • • I • • • • • •• • • • • ••• • • 0 u DOOR PA 1L �_ '-'24 GA1:'(,024) 5TEE7- MIN. - - - /16' DIA. 'WASHER p'8 x 3/4' 5M5 - --A 3/6" FROM ENCS AND 7" 01: MAX - --_- (s) qe x 3/4" 5v5 '-p 1-3/5" FRCV ENDS ANC 5-1/2" O.C. MAX. 175 X 062 2EE? 2.0O'"NE 1/4" 'POL:'CA.RBONAT= I EXAM Dv 'SAE, C INNOVATIVE PLASTICS. NOA #I3-0717.Oi ,I75 X .062 D_= GROOVE (4) d8 x 3/4" SUS -® 1-3/8 FROM ENDS AND 6-I/2" O.C. var. #8 X 3/4" SMS j -• „/e" FROM ENDS AND 7" C.C. MAX. "-7/16" C'.l WAS, -ER DOOR PANEL As GA. (_OZ4) STEEL MN. T 0 6 `-21 3/4 MAX. --WOW. WIDTH 18 1/8" MAX D.LO_ PI iLl #8 X 3/4" SOS j C i • 3/13" FROM ENDS - _ .175 X .062 DEEP AND A_1/2" 0.c MAx. t• • • • • • • r' •ROOVT♦• • • • •-•- �•- -• -i- -- • • /,.•-. • 7• • • •• ,-• •/••• • :4- -.0-- •' • Iii • • • f1Ta ••• - ••_ •' • • •• 1 - - M PEAS' C COMPLIES WITH CHAPTER 26 or PBC_ SEE EV_OENCFPAGE- DOOR PANEL 24 G.A. (.024) STEEL MIN. •• F} 5OO -_-1.144-2 ;.725 ` .252 * JXTFRIOR FRAME * INTERIOR FRAME RIGID PVC ONE P,ECE I0152 ICN HIGIO PVC CNC PIECE !NJ CTION INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS WINDOW LiTES CAN DE IN ANY LOCATION IN DOOR SECTION • ••• • • • • • • • • • • • • i • • • • • •EXTER/OR • • • • •• •• 15/1*Ml. • • D.L. ow. GLAZING EITE WINDOW IIA0TH F nqr AHNAD CML FI A. P_ #`. C592 C.A.N. IIII 8 0 2015 PRODUCT RENEWED nplyam with the Flor a.1 as S-o3a .o/ It* Ft*** cove* 83 o6 :2 n cj _ ofdi Flo ) LO-1- Y - `crowing no.l 98-05 11I sect 6 of 6� ww. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • •