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WS-16-2048 Miami Shores Village ttt0lAf$I' 10050 N.E.2nd Avenue NE f ir�� �Iralj a R*or ., Miami Shores,FL 33138 0000o Phone: (305)795-2204 ; 121/2 6 Expiration: 01/17/2017:. Project Address Parcel Number Applicant 1300 NE 102 Street 1132050230110 Miami Shores, FL 33138- Block: Lot: RAFAEL PALMEIRO Owner Information Address Phone Cell RAFAEL PALMEIRO 1300 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,200.00 JB GARAGE DOORS INC (305)751-3642 ..... .. ..__ _� n --_------ _ n. Total Sq Feet: 0 Type of Work:REPLACE GARAGE DOOR Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee $2.00 Invoice# WS-7-16-60688 DCA Fee $2.00 07/21/2016 Credit Card $ 126.20 $0.00 Education Surcharge $0.40 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. ZLt�� a "'(T July 21,2016 "Al6thorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy July 21,2016 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(305)762-4949 BY: FBC BUILDING Master Permit No. ((.'o PERMIT APPLICATION Sub Permit No. �ILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [] MECHANICAL MPUBLICWORKS [:] CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ® " L I o Q . City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: /)- 3 ./,5py o)3- 0/10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):. eakM , 1112 0 Phone#: 797-60,7.� Address: ii _ LI� Q f 0S�F C' City: 1j' oa7® State: Zip: 6 001 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: 9,22-1 76 Address: N il!i.4 Zi p:,3�l� City &JeAh ,per State• Qualifier Name: shj��Pi�— Phone#: -70 �� State Certification or Registration#: Certificate of Competency#: 00M 19 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: J,2®® Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ ILO CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ e„ (Rev1sed02/24/2014) 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. 1 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 commen hent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In a,sence of such posted notice, the inspection will n prov a reinspection fee will be charged. Signature Signature OWNER or AGENTNTRACTOR The foregoing/nstrument was acknowledged before me this The fr oing inst ment was acknowledged before me this day of U 20 1 LQ by day of CA 20 ,�0 by ^ 1 J 1Y &'ir0 who is personally known to ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identificati and who did take an oath. NOTARY PUBLIC: NOTARY P B Sign Sign: Print: t IrlyVy> Print: 6w, Y Seal: 'l , TIFFANIE WATKINS Seal: err Notary Pubfic State of FWWa MY COMMISSION ,�;,• COMMISSIONPIRES 'FofaM MStee My CoifmsaoFF 9 81324 Expires 04/12/2020 *****s *ss**assesses*ss*ass****s**s**** s***s***s APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 7/19/2016 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER � y Summary Report Generated On:7/19/2016 Property Information Folio: 11-3205-023-0110 Property Address: 1300 NE 102 ST Miami Shores,FL 33138-2620 Owner RAFAEL C PALMEIRO _ °h Mailing Address 2400 WILDROSE CT ARLINGTON,TX 76006 t a Primary Zone 1400 SGL FAMILY-3001-3250 SQ ' Primary Land Use 0101 RESIDENTIAL-SINGLE a s FAMILY:1 UNIT Beds/Baths I Half 3/2/1 z Floors 1 :mss �z Living Units 1 Actual Area 2,707 Sq.Ft Living Area 2,151 Sq.Ft Adjusted Area 2,417 Sq.Ft Lot Size 11,300 Sq.Ft Taxable Value Information Year Built 1954 20161 201,51 2014 County Assessment Information Exemption Value $0 $0 $0 Year 2016 2015 2014 Taxable Value $499,596 $454,179 $412,890 Land Value $378,917 $344,470 $305,368 School Board Building Value $168,223 $169,625 $166,604 Exemption Value $0 $0 $0 XF Value $880 $704 $704 Taxable Value $548,020 $514,799 $472,676 Market Value $548,020 $514,799 $472,676 City Assessed Value $499,596 $454,179 $412,890 Exemption Value $0 $0 $0 Taxable Value $499,596 $454,179 $412,890 Benefits Information Regional Benefit Type 2016 20151 2014 Exemption Value $0 $0 $0 Non-Homestead Cap Assessment Reduction 1$48,4241$60,6201 $59,786 Taxable Value $499,5961 $454,1791 $412,890 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Short Legal Description Previous Sale Price OR Book-Page Qualification Description M SHORES BAY PK ESTS PB 55-83 04/01/1994 1 $178,500 16329-2247 Sales which are qualified LOT 6 BILK 2 LOT SIZE 100.000 X 113 OR 16329-2247 04941 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: JBGAR01 OP ID:MA o7�2 .4CG7R0' CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/ `----�'' oi2016Y) o1s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CTACT FILER INSURANCE,INC. PH ONrEiE Am Mencia FAX 9440 S.W.77 Avenue tuc No Ext:305-270-2169 (AIC'No):305-270-2195 Miami„FL 33156 ARE Keith R.Miller E s;amencia Ilerins.com INSURER(S) AFFORDING COVERAGE NAIC p INSURER A:National Trust Insurance Co. 02001 INSURED JB Garage Doors,Inc.ETAL INSURER B:FCCI Insurance Company 10178 see notes for complete name 12195 N.W.98 Avenue INSURER C: Hialeah Gardens,FL 33018 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADSL UBR POLICY NUMBER MMOIIDDD EFF MOM DDY� LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED CLAIMS-MADE LXI OCCUR GL0018160 09/01/2015 09/01/2016 PREMISES Ea occurrence $ 100.00 MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY FX1 PRO- 7 LOC PRODUCTS-COMP/OP AGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 Ea accident > > B X ANY AUTO CA0030557 09/01/2015 09/01/2016 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident L 1 1 $ X UMBRELLA LIABX OCCUR EACH OCCURRENCE $ 5,000,00 A EXCESS LIAB CLAIMS-MADE UMB0021717 09/01/2015 09/01/2016 AGGREGATE $ 5,000,00 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILI Y Y/N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? F-1 N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,my be attached H more space Is required) Certificate holder is additional insured on the general liability per CGL- 084,when required by a written contract,subject to policy limitations, conditions and exclusions. CERTIFICATE HOLDER CANCELLATION MIAMI09 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE 9 Marielle Beraza P184346 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ! 0 DATE(MM/DD A�^ /YYY1� AI..40R" CERTIFICATE OF LIABILITY INSURANCE 7/20/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). NTACT PRODUCER Libertate Insurance LLC NAME: Libertate Insurance LLC 707 East Washington Street PHONE 844.571-0810 A/C No: 407-613-5477 Orlando, FL 32801 E-MAIL ADDRESS: info libertateins.corn INSURERS AFFORDING COVERAGE NAIC# www.libertateins.com INSURER A: Technology Insurance Company,Inc 42376 INSURED INSURER 8: Stafflink Outsourcing, II, III, IV,V&VI Inc. 1776 N. Pine Island Road, Suite 108 INSURER C: Plantation FL 33322 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 30995086 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER M/DD MM/DD COMMERCIAL GENERAL LUU3ILITY EACH OCCURRENCE $ CLAIMS-MADE F7 OCCUR DAMAGES( ENTED PREMISES Ea occurrence) $ MED EXP lAny oneperson) $ PERSONAL&ADV INJURY $ GEN'LAGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ POLICY❑PRO-LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea acddant ANY AUTO BODILY INJURY(Per person) $ OWNED F 1 SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY Per acc dent UMBRELLA LIAR H OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION TWC3536831 3/1/2016 3/1/2017 �/ STATUTE ETH AND EMPLOYERS'LIABILITY Y I N ANIPROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ 1000000 OFFICERIMEMBEREXCLUDED? F—] N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1000000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1000000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) PEO Client: J.B.Garage Doors.Inc. Client ID#4010 Effective 3/1/2014 Coverage is extended to the leased employees of alternate employer in all states except in monopolistic states. CERTIFICATE HOLDER CANCELLATION 4010 Miami Shores Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami h 2 Ave g P THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE Paul R.Hughes ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 30995086 1 STAFOUT-04 I AmTrust Master 16/17 1 Beverly Finkelstein 1 7/20/2016 8:53:31 AM (IDT) I Page 1 of 1 This certificate cancels and supersedes ALL previously issued certificates. wi iv, Local Business T Miami-Dade County, aX Receipt State of Florida -THIS IS NOTA BILL 00 NOTPAY 2530854 BUSINESS NAMEILOCATION 1 B GARAGE DOORS INC RECEIPT NO. EXPIRES 12195 NIN98AVE RENEW'4L SEPTEMBER 30, 2076 HBU EAH GARDENS Fl 33018 2759117 Must be displayed at place of business Pursuant to County Code Chapter 8A-Art 9&10 i OWNER J B GARAGE DOORS INC SEC-TYPE OF BUSINESS Worker(s) 17 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED 00001$962 BY TAT(COU.EC.r.DR $66.00 07/28/2015 This Local Business Tax CHECK21-15-106935 Penult ora ��P'only a caPay a �i!'�e l H nm Tax The certirica>toa of the Bolder"s er¢oagovammental regulatory hnvs a Receipt is not a liceaw The RECEIPT N0.shove must 6e a re"ire me which aPPly to the 6 g �PIY with airy goverement l iglayed an all commercial vehicles-Miami-pada Code See 8a Y76 r i fossao -_ i Municipal Contractor's Receipt Miami—Dade County, State' of Florida THIS IS NOTA BILL - DO NQTPAY 000018962 BUSINESS NAMEADCATION 1 B GARAGE DOORS INC REce'P, No. EXPIRES 12795 Nw98AVE '7469531 EXPIRES 30, 2076 HIALEg11 GARDENS R 33018 Pursuant to County Code Sec 10-24 OWNER }B GARAGE DOORS INC SEC.TYPE OF BUSINESS SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED Caftory(s) 1 000018962 BY TAX COLLECTOR $175.00 07/28/2015 CHECK21-15-107404 For more Information,visit tww.miamiriryt�m„,�,s„ !Icor 7/191201Q Miami-Dade County,PropertyAppraiser's Office:Sketch Piliami S."OrOS VM;gip APPRovrD 13Y DATEE 4 PT / h'�T t ,I)P,IFCT To C nO ,Tl 'NE INITI 1,1I_L FFDF PAL rt _FS Ar I ) PFCV tl rinri9 Men buying rea p should notassume that property taxes will remain the same.whenever there is a change in ownership,the I"I a)t RN T assessed value of a property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator M (http:/hvw. wmiamkiade.aov/PAPortaUTexas/TaxEsfimatoraspx)to approximate your new property taxes. ESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website fhtto://uww.miamidade.00vRaxcotlector/)directly for additional information. (httos✓/wwwfacebook.comA4iami)adePAj htt er. iDadePA a� • .00. • 6/ P • 0.00 *000 •' Building Sketch Viewer • • •�hoTI8• • 11-3205-923-0111) Actual Area: 2,707 Sq. • • 0000•• •Address: 1�0 NE 1[L2•ST•• Living Area: 2,151 Sq.Ft. 0000• 0000•• • • *Qmw•: • RAFAEL C PALWftO Adjusted Area: 2,417 Sq.Ft. • • 0000• •• • •••• • •• 0000 BuildiAg Number! .1 °...i of f XITYear: 2016 Previous ) Next ••• • .. —13 ..... 0000 • • .... 'S-7 1.5 22 ss XHT PFL ¢ T6 GRU 2 • XHT:Extra Height GRU :GarzFge,InfinVished • PFL:Porch,Flat Click here to see all Sketch SubArea Descriptions(http:/fwww.miamdado.aovAeftrorv/sub-area-descriations.Adf) Generated on:7/19/2016 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.miamidade.govfinfo/disctaimer.asp EXEMPTIONS 8 REAL ESTATE TANGIBLE PERSDINAL PLIC RECOMS ONLINE TOOLS BENEFITS PROPERTY 3c^'c.ird Mlwi ta=y V Buifohnq a\pp titan yuur Add . 'I C "tra ,;pe^:Y`;ea' http://www.miamidade.gov/PAPortal/PropertySearch/Sketch.aspx?Folic-li32050230110&year=2016 1/2 A ' mFAROOQ CORPORAT' 10N CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPONENTS&CLADDING WIND STANDARD:ASCE 7-10 PBC 2010/2014 EDITION GARAGE DOORS ONLY Coa$ty: Miami Dade Fizure 1: Wind Speed: 175 MPH h Risk Category: . 11 Exposure Category: CCHente � • 0000 • • �I _ /' I , 0 0 Pro ect lYam . ' e: ' ` • J .•.•��:��gilc ap<idmre- (Residential Projects Only) .:..3.ProjectAddtess: 000000 30© QE 102 0000. 0000.. « • .� W,. 5Lwrrs k, 3313 ••••• ••'• STATE ZIP • 0�:Rnilding Height: 000-LI (See Figure 1 above) 5.Door Size: 1(010 -7 000 0000.. •• 00.000 00 ; 0.•0 �DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. • •• a __._ .w BU�.ID_ G WITH ROOF SLOPE>IO DEGREES FOR BULIDING WITH ROOF SLOPE<10 DEGREE ROOF.-z -•'• DOOR WIDTH DOOR WIDTH HT. 8 FT. 9 FT. I 12 FT. FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 Fr. 18 FT. (F1) PSF(+) PSF() PSF(+) PSF() PSF(+)PSF(-)PSF(+) PSF(-) PSF(+)I PSF(-) PSF(+) PSF(-) PSF(+) PSF() PSF(+) PSF() PSF(+) PSF(-) PSF(+) PS (-) 15 38.1 49.7 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 16 38.6 150.3 38.0 49.1 36.4 46.1 34.9 43.0 34.3 141.8 35.3 45.9 34.8 44.8 33.4 42.1 32.0 39.3 31.5 38.2 39.0 150.9 38.4 49.7 36.9 46.6 35.3 4 .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 39.5 151.5 38.8 50.2 37.3 47.1 .35.7 44.-� 35.1 42.8 36.2 147.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 `19 39.9 52.1 39.3 150.8137.7 47.71 36.1 144.5 35.5 43.2 36.6 147.5 36.0 46.4 34.6 43.5 33.2 40.7 32.6 39.6 20 40.4 52.7 39.7 51.4 38.1 48.21 36.5 45.0 35.9 43.7 37.0 48.1 36.4 46.9 35.0 44.0 33.5 41.2 33.0 140.0 21 40.8 153.3 40.2 51.9 38.6 48.7 37.0 45.5 36.3 44.2 37.4 48.6 36.8 47.4 35.4 44.5 33.9 41.6 33.3 140.4 22 41.3 53.8 40.6 52.5 39.0 49.31 37.4 46.0 36.7 44.7 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 41.0 53.1 39.4 49.8 37.8 46.5 37.1 45.2 38.2 49.7 37.6 48.5 -36.1 45.5 34.7 42.5 34.1 41.3- 2 442.2 55.0 41.5 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 42.6 55.6 41.9 54.2 40.3 50.9 38.6 47.5 37.9 46.2 39.0 50.7 38.4 49.5 36.9 46.5 35.4 '43.5 34.8 42.2 Notes . -h=Eave height far roof slope<_10 degree. -Table above shows maximum design load for shown building height in end zone. j For any other condit_ionsrzones, design loads to be evaluated on project basis e Disclaimer:- - isclaimer:-This document is not valid without the embossed seal of an engineer employed IlyAl Farooq Corporation -No portion of this document may be used or reproduced in any manner. JAVAD (except, however,for thatportion of ASCE 7-10 set forth herein). FL#70592 EB CAN#3538 9360 Sunset Drive,Suite 2201 Miami,FL 331731 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq@afceng.com MIAMI- MLOU-DADS COUNTY PRODUCT CONTROL SECTION' 11805 SW 26 Street;Room 208 DEPARTN3ENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADlYMUSTRATION DIVISION T(-786)315-2590 F{786)3152599 NOVICE OF ACCEPTANCE (NOA). www.miamidaae.eoyleeanomy DAB Door Company,Inc. 12.195 NW 98'*Avenue Hialeah Gardens,FL 33018 COPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.'Ihe 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 I4aving Jurisdiction(AHJ). 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 liar quality assurance purposes. If this product or material fails to perform in the accepted manner, the •...; •mann factum trill Incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of • ..er4produgt or material within their jurisdiction. PER reserves the right to revoke this acceptance,if it is determined •;"'• •by 1Vliami 12jU aunty Product Control Section that this product or material fails to meet the requirements of the .' applicable bn>jljiirWcode. "'••• •• '.his• odu • roved as described herein, and has been designed to comply with the Florida Building Code ,Pr' �ik.]�.3PP � 1� mP Y g • chL(ingthe"igh Velocity Hurricane Zone. .*Ogg* ••0• .n�•MACRIP•"4I hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/ •••• Window L1tiMplion(DP+48.0,-52.0 PS1) •••• OAPPROVaL AO CUAI NT:Drawing No.98-05,titled`24 GA.Roll Formed Steel Sectional Garage •• J�QQr", dated.02/2:/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al- •• •• •,FvQbq Corporation,signed and sealed by JavadAhmad,P.E.,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. FISSILE IMPACT RATING:Large and Small Alissile Impact'Resistant LABELING:A pennment label with the manufacturer's name or logo,manufacturing address,modellseries 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 'I'VR1yIINATION 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 sectlon 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 followe4 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 Pnd shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#14-0814.08 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.15-0392.01 Mh4M1•DADECOUIVTY Expiration Date:July 21,2020 ? , j Approval Date:April23,2015 Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. DrawingNo.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 02/23/1998,with last rMsion.L dated 03/05/2015,sheets 1 throagh 6 of 6,prepared byAl- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted riuderNOA#II-0414.13" 1. Test Report on,Uniform Sfatic Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of`DAB 824 Sectional Residential Garage Door"prepared by Hurricane • •' Engineering&Testing Inc.,Report No.HETI-07-4267, dated 06/29/2007,signed and sealed . . • •try;Candido F.Font,P.E. •••••; 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure to:Telt per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by •• ••Her xicano Engineering&Testing Inc.,Report No.HETI-11-3206,dated 02/10/2011,signed •... ': %••asd sealed by Candido F.Font,P.E. • •• 3. ••*TW Rdport on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skm)", • •• 'prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated •• •K 912011,signed and sealed by Candido F.Font,P.E. • •`Pftt mitted under.NOA#05 0217.©2" 00000* .•"'.4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional 0000 Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc.,Test ReportNo.HETI 03-1328,dated 07J15/2003,signed and sealed by Rafael E.Droz-Seda,PE. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI 03-1329,dated.07/15/2003 signed and sealed by Rafael E.Droz-Seda,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin}"prepared by Hurricane Engineering&Testing Inc,Test ReportNo.HETI 03-1078,dated 10/31/2003, signed and sealed by Rafael E,Droz--Seda,P.E. "Submitter)under NOA#03-0210.04" 7. Testreport on Salt Spray(Corrosion)Test per ASTMB 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-"Submitted under NDA #14-4814.08" 1. Anchor verification calculations prepared by Al Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. 1l�11vJs' Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0302.01 Expiration Date:July 21,2020 Approval Date:Aprii23,2015 E-1 DAB Door Comnany,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (Cont.) "Submitted underNOA#09-0128.01" 1. Anchor verification calculations prepared by Al-]a arooq Corporation,complying with F.B.0 2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E. "Submitted underNOA#09-0128.01" 2. 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. D. QUA.LITYASSURANCE 1.. Miami-Dade Department of Regulatory and Economic Resources(RER) •r..' MAT-.5R;AL CERTIFICATIONS ••• 1. Notice of Acceptance No.13-0717.01,issued to SA13IC Innovative Plastics,for their • % .Lekan Sheet Products,"approved on 11/28/2013 and expiring on 07/1712018. • 2. Notice of Acceptance No.14-0311.08,issued to Insulfoam,LLC,for their •'•••'' Isulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring-011..... ... • 11/29!2017. • •�; 3. '.*Deuce of Acceptance No.11-0926.07,issued to Dyplast Products,LLC,for their Expanded %•••• ..•Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/1112017. • .. 4. •••1'd8t'Ice of Acceptance No.11-0926.06,issued to Dyplast Products LLC for their x3hiast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on .%.••• •••• ' 01/ 1/2017. 5. Notice of Acceptance No.10-:1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. "Suhmitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material';prepared by Hurricane Engineering& Testing,Inc.,ReportNo.HETI 044062,dated 09/27/2004,signed and sealed by Rafael E. Droz-Sella,P.E. 7. Test Reports on Tensile Test per ASTM D63 8 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,ReportNo.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Report on Self-Ignition.Temperature Test,Rate of Bum Test and Smoke.Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, ReportNo. 04-761-15019.0,dated 05/0612004,signed and sealed by 1.L.Doldan,P.E. F. STATEMENTS "Submitted underNOA#14-0814.08" 1. Statement letter of code conformance to the 501 edition(2014)FBC and no financial interest issued by Al Farooq Corporation, dated 05/13/201.4,signed and sealed by Javad Ahmad,P.E. a4 14 V15 . Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-030101 Expiration Date:Jaly 21,2020 Approval Date:April 23,2015 E-2 0 7-1/2" X 2-1/4" X 18 GA. TOP FIXTURE 5-1/2" X 2-3/4' X 0.1" m GALV. STEEL CENTER HINGE �-�-" - PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER o W/ (4) #14 X 5/8" SMS `� FASTENED TO END STLLE WffH TO BE INSTALLED AT +n © WITHOUT DELRON SLEEVE (STD.) j `� (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE © 7-1/2' X 3 X .071 GALV. STEEL 1 0 O t SEE SHEET 4 FOR TOP BRACKET OPTIONS j " " _ END ROLLER HINGE I '� W/ (6) #14 x 5/8" SMS 1 I CENTER STILES 0 0 0 / SEE SCH. 'A' r A ; Z N n4 WITHOUT DELRON SLEEVE (STD.) p lu ° © WITH DELRON SLEEVE (OPTIONAL) ti` -- N 6 7-1/2" X 2-1/4" X 071 1� ��� �— m 0r1 GALV. STEEL CENTER HINGE --- ° W/ (4) #14 X 5/8" SMS LOCK `� X a N O WITH DELRON SLEEVE (OPTIONAL) 2/ DOOR �� [---] IU o rSTANDARD Oi0>ro o1" W X .15 THK. LATCH ro O1 CENTER HINGE- 1 � � _ O LOCK `� - - 1 �OG LOADED SLIDE BOLT BOTH SIDES ENED W/ (4) #14 X 1/2" S.M.S. `�\ B �{ - __ `� _. _.U J J 11 B w 00 =o Z ro 5/8 MIN. LOCK ENGAGEMENT - 0 N ° • •• _ CONFORMS TO SECTION 1008 REGARDING `� I m z m z "'� Z '����' • •• GARAGE DOORS `� p o 0 0 I 0 • • • o fn y 00 j 0000 • • • —� 0000 • ' i 0 7 -- l .�- \! /. > W • .158 DLA.•GALV. AIR4AFf-4E / �- -- •�=_ — _ --�--- - -- m a `°r f w ' CABLE & NICO-PRES S — 0:90"/ MIN.•i i 0d•1 SAF EjI��Q b'R - �'= _—_`-`= - - -- —� 00 0000• • • 090000OD - *04 00070 X 3"eX 0.1'• — •� • • • •• STEEL PItt 1 I\ _ .+I O ': WITIi (4) #•14 x03f�••. lJ o J o to 0 --- Lj- 0 wSF DRILLING S,CRi►Y!S• Q•9• •• LL- ��0 ' ••' BRACKET BRACKET ••'' 00 "' • STD. LIFT DOOR LOW HEADROOM _ I w w U = <t 6606 TOTAL OF orf DOOR 'U' BARS DOOR OPTION = 00 W HEIGHT CONSISTS OF EACH DOOR 7-7/8" X 3-1/8" X .010" '� OPTIONAL VENTS I o ATX Q s'-s` 2 SECTIONS 18' 2 sECTloxs 21" n STEEL PLATE (3) 5OOD GRAIN DESIGN WIDE AT 7" O.C.O.C, MAX. OPTIONAL FLUSH FACE L _. A O 4 { / MAX. DOOR WIDTH Z WITH 4) #14 X 3 " SDS OPNG. AREA NOT TO EXCEED 120 SQ, IN. V-9' 1 SECTION 18' 3 SECTIONS 21' _ _ O o L 0 7' 14 SECTIONS 21" - 16'-2" m C) J 7'-3' - - 3 CENTER STILE DAB DOORS INC. _ r-6' 5 SECTIONS 18' - INSIDE ELEVATION CI — Q 7'-9' 4 SECTIONS 19' 1 SECTION 21` OUTSIDE END STILE ¢ O ~ Hurricane MosEer® Model 824/811 w RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" HI S' 3 SECTIONS 18' 2 SECTIONS 21' HANDLE 9h 8'-3' 2 SECTIONS 18' 3 SECTIONS 21' With Window Lite Option 8'-s' 1 SECTION 18' 4 SECTIONS 21" #14 X 3/4"*SELF DRILLING SCREWS MAY BE USED IN LIEU OF #14 X 5/8" SMS a'—s" 5 SECTIONS 21"— ° DESIGN PRESSURE RATING = + 48,0 PSF s' 6 SECTIONS 18" - LOCK BAR GUIDES - 52,0 PSF o Z N N I V-3' 5 SECTIONS 18' 1 SECTION 21' 4 INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES o 9'-6" 4 SECTIONS 18" 2 SECTIONS 21' ° WITH (4) #14 X 5/8 SMS NS V-9" 3 SECTIONS 18" 3 SECTIONS 21" 4 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° 0 4i w m w 10'. 2 SECTIONS 18' 4CTIONS•21 .18T X .6W LOCK BAR f ca u o REQUIREMENTS OF THE FLORIDA BUILDING CODE FBC FIFTH EDITION 2014 0 " ENGAGES IN TRACK ( ) ( ) la'-3" 5)=:TION IS' -5 SECTIONS 21 - INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. v ON EACH SIDE OF DOOR ( ) 10'-6" 6 SECTIONS 21" - CENTER STILES SCHEDULE 'A' W d w o 0 0 to'-s' s SECTIONS 1e' 1 SECTION 21" CENTER STILES CONFIGURATION E• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, OUTSIDE KEYED LOCK ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 1i' 5 SECTIONS 18' "2 SECTIONS 21DOOR MOTHS u OF CENTER STILES DRESSING OR STUCCO. .01 11'-3" 4 SECTIONS 18' 3 SECTIONS 21' OPTIONAL ® i�® ® 8'-0" TO W-10' 2 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL rn v v 9 11'-6' 3 SECTIONS 18' 4 SECTIONS 21" 1 I S LOCK BAR LOCKING SHOWN 10-0' To I1'-1o' 2 C °� " 11'-s' 2 SECTIONS 18" 5 SECTIONS 21" -- 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o ° 02 O o 0 5 ALTERNATE TO 12'-0" TO 13-10 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL 12 1 SECTIONS 18' s SECTIONS 21' SPRING LOADED SLIDE BOLT o 12-3" 7 SECTIONS 21" - LOCKS SHOWN ABOVE I 8'-0" TO 9'-10" 14'-0' TO 15'-10' 4 5• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. e ° 12'-6' 6 SECTIONS 18' 2 SECTIONS 21' DOOR WIDTHS 15'-11" TO 16'-2° 5 C DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA I 12'-9' 5 SECTIONS 18' 3 SECTIONS 21' BUILDING CODE, TAS-•202, TAS-201 & TAS-203 FOR HVHZ AND 13' 4 SECTIONS 18' 4 SECTIONS 21' 00 13'--3' 3 SECTIONS 18' 5 SECTIONS 21' ® III III ASTM EI886--OS/ASTM E1995-09. m I 13'-6" 2 SECTIONS 18' 6 SECTIONS 21' - En9r JAVAD 4HMA0 N r� 13'-9' 1 SECTION 18' 7 SECTIONS 21' CML CS F2 14' 8 SECTIONS 21' - I 10'-0' TO 11'-1G' I 14'-0" TO 15'-10' FLA. PE # 92 PRPWCTRD&-WRD o a 14'-3' 6 SECTIONS 18' 3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS CAN. 3 ft Fiotfds 14'-6' 5 SECTIONS 18' 4 SECTIONS 21' _ A J570307,01 v h v O 14'-9'is' 4 SECTIONS 18' S SECTIONS 21' 6 ®® DOOM ISI j�-dl ® ® 15' 3 SECTIONS 18' 6 SECTIONS 21' Ill�lltl IIIA+II III��IIUI rl � M C313. ' 15'-3' 2 SECTIONS 18' 7 SECTIONS 21' _ { drawing no. 15'-6' 1 SECTION 18' 8 SECTIONS 21' ��}� ��, � �1 98-05 15=9' 9-SECTIONS 21" - REFER TO SHEET 2 I 12'-0" TO 13'-10" _I 15'-11" TO 16' 16' 16 SECUONS ta' 4 SECTIONS 21' 1 FOR U—BAR PLACEMENT DOOR WIDTHS DQOR"WIDTHS street 1 of 6 l Rm� 4 SCETION 4 SCETION 8 I SCETION 8 o I SCETION 7 SCETION 7 m SCETION 3 SCETION 6 I SCETION 6 O Z SCETION 2 _ I N SCE11ON 1. - —! SCETION 5 I i SCETION 5 I p SCETION 4 I , SCETION 4 4 SECTION DOOR I — It o HEIGHT RANGE � az SCETION z b`TO 7'-0" I SCEPON 3 ( I I SCETION*3 I I O-b l l SCETION 2 I I I I I I 1 I I d' j < a p SCETiON 5 SCETION 5 I SCETION i I I` SCETtON 1 I y 0 N i SCETION 4 — I^ SCETION 4 8 SECTION DOOR 8 SECTION DOOR U. v HEIGHT RANGE 12'-6' TO 13'-3' HEIGHT-RANGE 13'-6" TO 14'-0" „� O m Q sc;nov'�'. SCEnON 3 (s) u-BARS (s) u-BARS Q Lu 0:00 4• • SC@r R 2• I f • • SCEIION 2 SCfnON 9 9 � • •• SCETION 1 • •• I SCEfION 1Lj SCEnON 8 •••• • • 111 ••• t-- • • .• • 5�6EETi0N DOOR 5 SECTION DOOR I SCETION 7 -1 J co••• • r •• •• 5E 0 HEIU OdA E 7'-6'TO 8'-0- HEIGHT RANGE 8'-3'TO a-9' • (4) u-BARS _I � • M 00 U-� SCETION 6 Ltluj � • • J • • •• • • • ---•---- SCEnON 5 I w •i• • SCETipA!6•• • SCOON 6 Z ~ z •••• -- - - SCEnON 4 - � � 00 LLI � SCEnoN 5 I -SCEf10N 5 — I I SCETION 3 O Z Z C) ❑ Q o SCETION 4 SCEnON 4 _ SCETION 2 I , m � 61 1 SCETION 3 I I SCETION 3 I < �y < -i I SCETION 1 d ❑ r N SCEnON 2 I I I SCMON 2 _ 9 SECTION DOOR HEIGHT RANGE 14'-3'TO 15'-9' SCEnON 1 SCE110N.1 (6) U-BARS Y 6 SECTION DOOR 6 SECTION DOOR N LA y N y HEIGHT RANGE 9'-0'TO l0'-3' HEIGHT RANGE 10'-6' SCETION 10 rn rn M 0 ti (4) U-BARS (5) LI-BARS oo W SCEnON 9 W W W W b V V U U U -� SCERON 80 Z Z Z Z Z SCETION 7 SCETION 7 L .0 SCETION 6 ro m h vi SCEnoN 6 p p q o o o SCEnON 5 SCEnON 5 a SCEDON 4 2, • 3 a � a SCETION 4 1 SGETION 3 Engr. JAVAD AJ4M pp CML SCEnON 3 FLA. PE 70592 PRODUCT o s SCEnON 2 CAN. a w wft tf*Flu>rlda SCEnON 2 .Baimil"CO& SCEnON 1 _ _ Acmptmb No SCETION I lox J SECTION DOOR 3 0 201 by drawing no. HEIGHT RANGE 10'-9' TO 12'-3' 10 SECTION DOORS 98-45 (5) U-8AR5 HEIGHT RANGE 16'-0' (6) U—BARS Caheet 2 of 6 m 24 GA. STEEL PANEL - rn FLAPS BENT OVER PANEL-\ ° + + 1 N ° o A. O 0 Q O -1 - 1 � o [ 1/2" PUNCHED HOLES I I ® 4" O.C. 0U p O � USE REINFORCING 'U' BAR AT I _ TOP SECTION ONLY AT I +'� IL d a Z 15 GA. X 2-1/4" X 3/4" X 2' FOUR SECTION DOORS �1 G pt`p IX gg GALV. STEEL U,BAR REINFORCING TRUSS 16 G, X 2-U.BA X EINF X 2" ll}` .0 N ® BOTTOM OF PANEL TRUSS FASTENED TO GALV, STEEL U_BAR REINFORCING TRUSS - o=, IN 3:�t VERTICAL INTERMEDIATE STILES W/ TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES lu #14 X 5/8" S_M-S. AND TO END STILE W/ TWO 14 X 5/8" S.M.S. AND TO ENO STILE W/ FOUR j14 X 3/4" SELF DRILLING S. W/ FOUR 14 X 3/4" SELF DRILLING SCR. .. 0—mj L ; 0000 . 10. +000: +• 1/2" X 1-3/4' X 16 GA00 • ii OPEN TUBE- • ® TOP & BOTTOM•••• • 3/16" POP RIVETS•0••• • • OF EACH PANEL - AT 4" 0.C._ o C9 000 • .. - _ 0000 + (6) FOR 21" STILES ° z o 00: • 0 • • • (5) FOR 18" STILES o r0 1 • 0 . . •000 0 • • • �+ 0000• l • uj 16GAX2-1/4" X3/4" X2" e 0 0.. 0 •••••• GALV. STEEL U.BAR REINFORCING TRUSS ¢LLL. 0 . .0 TRUSS FASTENED'TO VERTICAL INTERMEDIATE STILES • ' • • • - - . • . W/ TWO � 14 X 5/8" S.M.S. AND TO END STILE ENO STILE � Z 000400 • W/ FOUR 14 X 3/4" SELS DRILLING SCR. — z `O 0000 - .024" STL PANEL rn p 1 ty- 1 ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF Doan 2 O z REINFORCING REINFORCING ❑ _cn 0 OPTIONAL STOP MOULDING _ ¢ m J v BY DOOR INSTALLER __ STEEL TRACK BRACKET FASTENED N ~ TO WOOD JAMB WITH 3/4" X 2" X 2-1/2" X .049" STEEL 5/16" X 1-5/8" LAG SCREW 614 X HINGE SMS ENO STILE, CONNECT TO PANELS WITH i (FULLY THREADED) 6 PER HINGE FLAPS AND (5) OR (6) 3/16" ALUM RNETS r HEX WASHER HEAD TYPE A SEE DETAIL ABOVE f GLUED X O PAN X AND S FORMED STEEL SOLID BRASS DOOR VIEWER GLUED TO PANEL AND SECURED TO SOUTHERN PINE END STILE WITH (4) 3/16" POP RIVETS BY 'SCHLAGE SECURITY HARDWARE' N N 0.55 S.G. ' _ z ° ;b� 1-7/8" X 2-5/8" X .049" STEEL DISTANCE �{ INSTALLED IN 9/16 DIA. HOLES IN CENTER STELE = o F CENTER STILE, GLUED AND RIVETED I r _ TO PANEL W/ (4) 3/16" RIVETS POSITlONEO AT EYE LEVEL 41 O POP RIVETS N2" MIN. 14 X 5/8" S.M.S. ao s�o '�1-T3/16�? (o U U U U OG 4/ HINGE �9 I I °' Z z z z �3/8" POWER-BOLT BY 'POWERS' ^ a ¢ s I 2" MIN. EMBED INTO CONC. t 2 MIN. EDGE DIST. o p r N m o o ONE PER BRACKET �' o o o t 1.9" X 2.19" X 3.3" X .090" SEE SHEET 3 FOR BRACKET SPACING i c STEEL TRACK BRACKETS x _ SEE SHEET 3 FOR SPACING I Engr. JAVAD AHMAD04 e� g • I CIVIL ��tt� 4 iR�r�CWED N = I FLA. PE 70592 c I t 1/4-20 SS BOLT CA 538 t' wis4►t3ae1?1osTd+ o ay 7-1/2" x .Oso" INTERIOR SIDE 7-1/2" x .071" suffft code & NUTA 5'd3d el ° s GALV, STEEL STEEL TRACK CENTER HINGE- END ROLLER HINGE tv i4 GA X 2-1/8" X 1" (STANDARD) 1.82" DIA. X .50" STEEL ROLLERS (STO.) g drawing n0. 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) 7/8" PUSHNUT " 1.82 DIA. X .50 NYLON ROLLERS (OPTIONAL) n �y ►, FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2,75" OLA X .50" STEEL ROLLERS (OPTIONAL) 3 0 2015 98-05 W/ 1/4-20.X -S. TRUSS HO.T 2.75" DIA. X .50" NYLON ROLLERS (OPTIONAL) sheet 3 of 6ji SLOTTED M.S. de LOCK NUT SECTION B—B WITH 5". STEM POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, 1-1/2" X 1/2" X 1/e" HOW. ANGLE m RT ,�,•. FOR DOOR HEIGHTS UPTO 7 Ff. o 2" 2-3/4" X 5-1/2' X 3" X .104" 5/16" SLEEVE ANCHORS CENTER SUPPORT REQO, ON DOORS WITHOUT INSULATION OR WINDOWS{ o GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EX�EEDING 8 FT. IN HEIGHT 2" X 2" X 1/8" HORIZ. ANGLE I TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET / I� A - � - FOR DOOR HEIGHTS ABOVE 7 FT. OR t0 FASTENED W/ (5) # 14 X 5/8" S.M.S. DOORS WITH INSULATION OR WINDOWS z n w SPOT WELDED TO HOR1Z. TRACK 0 r, 090 THK. GALV. STEEL ADJUSTABLE 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WITH TWO WELDS AT 1-1/2" APART .. N SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- - A - FIRST E 3 O.C., REST KE 9"ANGLE W/ 5/16-18 X 3/4 HEX HEAD - FASTENED TO TRACK - __ CONNECTED TO FLAG BRACKET ANGLE Q M. SCREWS & NUTS W/ 3/8-i6 X 3/4' BOLT & NUT .O p WITH (4) 1/4-20 S.S. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0 y�j + TOP BRACKET (2) 1/4-20 X 5/8" BOLT & NUT (L (STANDARD) TOP BRACKET 0 O (OPTIONAL) 0 5 LOW HEADROOM DOOR 14 GA. GALV. STEEL TRACK U 'n m O'OLlm o rl HORIZONTAL REINFORCEMENT VERTICAL TRACK 0 IL Q Q rpi 1/2" X 1-3/4" X .058" FORMED-STEEL 2-1/8" X 1' X -080" 0 .3 T- - GLUED TO PANEL AND FASTENED TO SECTION A-A CC U) w o cov 1 VERTICAL STILES WITH 2" X 5-1/2" X .104" (2) 3/16" POP RIVETS GALV. STEEL . Q w FASTENED W/ (4) 14 X 5/8" S.M.S_ V" K TOP ROLLER BRACKET FOR * SECTION HEIGHTS BRACKET PLACEMENTS ( • LOW HEADROOM DOOR OPTION DOOR • �••' .. HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND 3RD 4TH 5TH 81 82 I 63 I 64 B5 66 87 B8 • • • • • 1/2' X 1-3/4" X 058- FORMED STEEL •••�•� . l 1 11 1 I' N A R • • • ' ' GLUED TO PANEL AND FASTENED TO 61-0. 1 18' 18" 18" i8' N/A 1 TO 2" 11-34' 23' 34 45 56 67 •: - - • • VERTICAL STILES WITH 6'-6" 21" 18" 18" 21" N/A 1" TO 2" 11-3/4" 23" 34" 455" 56" 67" - • - ••• • (2) 3/16" POP RIVETS - w • • - 7'-On 21" 21" 21" 21" N/A 1" TO 2"11-3/4" 23" 34" 45" 56"• 67" � •i•• • • •• •••• •••; 5/16" MEETING RIB 7'-6" 18 18 18 18" 18"11" TO 2" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" c� ••i • _ •'• 1.82" DIA X .50" STEEL ROLLERS 21" 18 18 18" 21"11' TO 2" 11-3/4" 23" 34" I 45" 56" 67" 78-1/4" 00 • _ *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM • • •• • • W/ .44 DIA. X 5" STEM o ��•• • ,• � � � FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C, r- I,j� • • z = w > •••• • • •• • OPTIONAL INSULATIONS: z p ¢tJi. • ••• . •. BY DYPLAST PRODUCTS LLC' a o 'q • • • • EPS-EXPANDED POLYSTYRENE m 1.9" X 2.19' .X 3.3" X .090" l U = `cli r •i•• • •••• - - • • DENSITY = 1,05 PCFi4CD STEEL TRACK BRACKETS Z ~Z •••• N.O.A. #11-0926.07 n 2-3/16" HIGH / w cn rn I OR m CONNECTED TO TRACK WITH ix ISO-25 POLY-ISOCYANURATE ) 1/4" BOLTS & NUTS. / o DENSITY = 2.0 PCF 4 / .j O Z N.OA #11-0926.05 m / o C) = OR = Ln BY 'CELLOFOAM NORTH AMERICA' o') DENSITY = 1.03 PCF / ¢ OD C3 N.OA #10-1129.04 / N OR BY 'INSULFOAM LLC' v / DENSITY = 0.92 PCF m / P t N.OA #14-0311.08 m / W O + 14 GA. GALV. STEEL � O a ' ROLLER HINGES FASTENED m y u=i W/ (6) Q 14 X 5/8" SMS m en MIN. .024" ROLL FORMED STEEL PANEL a ~ J w DRAWING QUALITY G-40 " �' MIN. YIELD STRENGTH = 39 KSI ` Z WITH PRIMER AND BAKED-ON TRACK CONFIGURATION u U POLYSTER PAINTED TDP COAT m Z o Z o w APPLIED TO BOTH SIDES OF STEEL 'E ICL _ I cV 00 12 GA. GALV. STEEL > o o 0 3 - - BOTTOM BRACKET FASTENED VERTICAL UFT HIGH L STANDARD LIFT LOW HEADROOM W/ (4) # 14 X 5/8" SMS • DOUBLE TRACK AVAILABLE TRACK OPTIONS m cm Engr. JAVAD AHMAO n o e CML PROMCrRENEWBD N FLa IRE 70592 as oam�plyisg with du Floma o D,� BOTTOM SEAL OPTIONS io &dkJsCode �T Ap4mw- -ta No >. SEE SHEET s B-4 drawing no. t�liarru .de Prndr•t Ccn,>lepl . SECTION A-A 98-05 SEE SHEET 2 FOR LOCATION sheet 4 of 6 OF REINFORCING TRUSSES car� , 3)4" REINFORCEMENT m IN. 1/2" X 1-3/4" X .058" ¢ \YEDGE #8 X 1" FORMED STEEL g�{� o DIST. SELF DRILLING SCREWS �E} I F z 1-1/2" MIN, I OR -- #8 X 1" rn m I m 3/11" 'RIVER' STEEL RNETS SELF DRILLING SCREWS h w GE DIST. 0 MULTIGRIP W/ DOME HEAD F c� o m m `N 0 3116' 'RIYEX' STEEL RIVETS .. 0 0. M r 0 AT 48' O.C, n w I m 0 MULTIGRIP W/ DOME HEAD REINFORCEMENT AT 48' O.C. 4 0 o 1/2' X 1-3/4"FOMED STEEL (� 28Y 1/4" DIA. LAG SCREWS 26Y t 1/4° DA. LAG SCREWS W000 BU AT 6' FROM ENDS WOOD BU AT 6' FROM ENDS a u AND 11" O.C. MAX. I I AND 11" O.C. MAX. II t W'STRIP ADAPTER O ALUMINUM W'STRIP ADAPTER m M c j STEEL 0 IL • t odq' RUBBER W'STRIPPING RUBBER W'STRIPPING U) co O "' Q � o I Ir N OSO �— 040 LL z IF 224 .534 .700 .� CRM Q � •• � .348 1.750 LZU .... . � � �F�• —dam 1.79o�•I - 0 •••• • 60TTOM SEAL OPTIONS W • ...... CD • JOETION6 'A' OPTION 'El God •..••• •40 • •��; .WOOD• K CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) z a T • • • •• THE INSeMLS=N METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT • • TO WdbnMCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL R&RE"RED FOR DESIGN OF GARAGE DOOR ANCHORAGE. Q � •••• • •• — • -,..FOR OPOR.WLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE - 1 • ANCHOR SPACING VERIFIE AND•APPROVED BY THE BUILDING OFFICIAL-UPON INSPECTION_ _ • •• • • ANCHORS STRUCTURE EMBED SPACING EDGE DIST. z ~Z g •••• • • • 3 8 HLC SLEEVE BY 'HILTI CONC, 00 W I 8" 2 g (la CD O 1 1 ••�• 3/8' CONFLEX BY 'ELCO' FILLED BLOCK 2" e" 3-3 i 5/tb' X 1-5/8" 3/8" DYNABOLT SY 'TTW' CONC. 1-1/2° g" 3" o O Q N 7 ' LAG SCREWS STEEL STRUCTURE BY OTHERS 3/B" POWER-BOLT BY POWERS CONC. 2"' 8' 2" O Z m AT 1 1' O.C. MUST SUPPORT THE LOADS IMPOSED 3 B" SLEEVE-ALL BY 'SIMPSQNS' CONC. 1-1 2' C> = i BY DOOR SYSTEM 8' 3" o� to 0 j CONCRETE ('c = 3000 PSI MIN. G3 rn S 5/16" DIA. BOLTS C-90 GROUT FILLED BLOCK I'mZPSIMIN" Q cV Q a WITH WASHER & NUT N 0 r z { 1e °• AT 12" O.C. MAX. EDGE DIST, WOOD BUCK CONNECTION TO MASONRY l J PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1 0 GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH r o t"i a 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12' O,C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED " 1-1/4' X 2-1/2" X 14 GA I rn o w 0 i " " 1-1 2 1-1 2 —CONT. STEEL ANGLE o o 9 O.C. INTO 3000 PSI CONCRETE, WITH i-314 MIN. EMBED � � / 2-1/2" MIN. EDGE DISTANCE m 12 GA. GALV. STEEL La " FLAT BRACKETS f3' LONG ev o 0 1/4" TAPPER BY 'POWERS' WITH SPACING OF f/16" X 2-1/2 2-1/8" X 1" X 14 GA E " I a 8" O.C. INTO GROUT FILLED BLOCK WALL, WffH 1-1/2" MIN. EMBED FILLET WELDS AT 12p O.C. IN DOOR OPNG. GALV. STEEL TRACK m z 6 6 m 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN. EMBED AT 18 O.C. ABOVE DOOR OPNG. 3" MIN. EDGE DISTANCE AT 12' O.C. MAX. FASTENED TO TRACK PLATES CONNECTED TO CONT. ANGLE W/ (2) 1/4-20X5/8" TRUSS HD. 3/8' CONFLEX BY 'ELCO' OR .' W/ (3) SPOT WELDS AT EACH SIDE SLOTTED M.S. & LOCK NUT 3/8' LDT BY 'nW' WITH SPACING OF c m =j 21' D.C. INTO 3000 PSI CONCRETE, WITH 2-1/2' MIN. EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK ri .o vi 3" MIN. EDGE DISTANCE TO WOOD BUCK _TO STEEL TO CONCRETE AND FILLED BLOCK F a o o o t L 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF e 8" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4' MIN, EDGE DIST. ALTERNATE TRACK INSTALLATION d 11" O,C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN, EDGE DISTANCE to PREPARATION OF JAMBS BY OTHERS Engr. JAVCI AHMAD PPODiC'REt� clt I with ft Florida I FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY F C.A.N. 38592 e� 0 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 113w1d� I m - 1 BY DOOR SYSTEM. AOO�° ce�° oI u FOR DOOR REPLACEMENT IN RETROFIT'BUILDINGS WITH NO ENGINEER OFLfj RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY BUILDING OFFICIAL UPON INSPECTION. 0 26i� t ' drawing no. MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.17' X 48 PSF)/2 = 388 Lbs per FL 1 tibl MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.17' X 70 PSF)/2 = 420.4 Lbs per Ft. 1 . 98-05 sheet 5 of 6 •cry � 500mQ PLASTIC COMPLIES WITH I I o DOOR PANEL CHAPTER 26 OF FOC [ o 24 GA. (.024) STEEL- MIN. SEE EVIDENCE PAGE z IS W L765 1J25 a 7/16" DIA. WASHER 0 o 1.144 - A � d #8 X 3/4" SMS 21 3/4" II V I 1 ® 3/8p FROM ENDS MAX 176 I� F�--.800 a C W m hl J 1 11 1 AND 7 O.C. MAX WDW. WIDTH- g 0Z< �{ 0 1 � _ X * EXTERIOR FRAME '� INTERIOR FRAME G 0 z IIII 1 (4) #8 X 3j4° SMS i 7 0 18 1/8" 1 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION < N � N ( I @ 1-3/8" FROM ENDS \ 0o .1MAXW pj' o III i AND 6-1/2" O.C. MAX. o � o D.LO. I to SO) • •• iZit Z{� ••••• =Ili • .175 X .062 DEEP •• • •I� ••• GROOVE •i•••• �••••i III ••• 1 00 ••••••••••• ••• ••••••• iiiI•lilIl •••••• I :..... . . C,Q 1/4" POLYCARBONATE LEXAN o to 0 BY 'SABIC INNOVATIVE PLASTICS' � L,jV)0 • NOA #13-0717.01 . tr - - w U 2 tt to a :LIP .i .i .. Z z n LX IIII - 1 s,�-=-0 AL O 3 ¢ - C9 3 I I f I O Z Lf) IIIIi , -- Lo M m rn J " IIII !III � `"' � Ii J _ IIII 175 X .062 DEEP 11 GROOVE w I I _— y Z y O in O j _N N U — "BI 1 ISI I ^♦ ; a s� � iE I I W 4J W d W �,! I (4) #8 x 3/4" SMS INSIDE ELEVATION 1-318"-1/ DOOR OPTIONAL WINDOWS 2" Q.G. MAX.FROM ENDS AND 6-1/ RAISED PANEL EMBOSSED DOWN U " III f Am o w Zi 0 I I C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION z o a X z O I #8 X 3/4" SMS B III I ® 3/8" FROM ENDS .175 X .062 DEEP ' I AND 4-1/2" O.C. MAX. GROOVE of * v a C\ `V #8X3/4" SMS @ 3/8" FROM ENDS AND 7' O.C. MAX. r— -- -- - m \\ --- -- -•_ - --_ _ -- -- Engr. JAVADAHMAD � n 7/16" DIA. WASHER _--__-—_-----_-_-= CML 1 N 4 FIA. PE # 0592 PRODUCT RENEW n - --- I CAN. s 8 � o I o n DOOR PANELrcoL�te 5-030 ,Q j v6 m• 24 GA. (,024EXTERIOR ) STEEL MIN. DOOR PANEL 15/16" MIN- 24 GA. (.024) STEEL. MIN. GLAD.L. OPG, Q 20j5 By drawing no. ZING BffE M;an; >P�duct WINDOW WIDTH C.d6k'uF 98-05J - sheet 6 of 6