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WS-15-2575 �s►!�` �,r Miami Shores Village � t7i7yJt 1C+ tS/�ltt�3 ._ 10050 N.E.2nd Avenue NE r .....M rae;aoor Miami Shores,FL 33138-0000 � t PPRCVED Phone: (305)795-2204 �YORIDp' s y 1 �t�ate:1` / 3I2jS Expiration: 04/10/2016 Project Address Parcel Number Applicant �x 990 N E 100 Street 1132060340180 Miami Shores, FL 33138- Block: Lot: SUELING&MARY LI Owner Information Address Phone Cell SUELING 8,MARY LI 990 NE 100 Street MIAMI SHORES FL 33138-2513 Contractor(s) Phone Cell Phone Valuation: $ 2,300.00 ARCO CONSTRUCTION 305-892-6507 x _....... Total Sq Feet: 84 Type of Work:GARAGE DOOR REPLACEMENT Available Inspections: No of Openings:1 Inspection Type: Additional Info: Final Classification:Residential Scanning:3 Review Building 9 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 DBPR Fee Invoice# WS-10-15-57382 $2.00 10/13/2015 Check#:2544 $50.00 $77.80 DCA Fee $2.00 Education Surcharge $0.80 10/13/2015 Check#:2815 $77.80 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $127.80 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 informati n ' ccurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named Mr for to do the work stated. October 13, 2015 Authorized Signature:Owner / Appl nt Co r ctor ! 'AgLff Date Building Department Copy October 13,2015 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245444 Permit Number: WS-10-15-2575 Scheduled Inspection Date: October 28,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: LI, SUELING & MARY Work Classification: Garage Door Job Address:990 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060340180 Project: <NONE> Contractor: ARCO CONSTRUCTION Phone: 305-892-6507 Building Department Comments GARAGE DOOR REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 28,2015 For Inspections please call: (305)762-4949 Page 22 of 53 . . Miami Shores Village OCT21 20157 Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Ky — Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 + FBC 20 BUILDING Master Permit No. Ab< PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �•,�y i CONTRACTOR DRAWINGS 10B ADDRESS: "1 "1 �i ti 1 o ® City: Miami Shores County: Miami Dade Zip: 3�/3 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: c OWNER:Name(Fee Simple Titleholder): j Phone#: So5' 770 Address: A� . / 00 T" _S_7_"_ City: -41 1,1'f/n / S ff 0 State: FL Zip: 3-3� Tenant/Lessee Name: A^ / Phone#: Email: �'4 rX /_"rIi 'L i � egA'4 ° l�t�✓4 CONTRACTOR:Company Name: ,� [����,► XJ 0 0001 Phone#: Address:: 16 6-6- ,/- � � � � �� Tin 1'�r City:_J ll 6 r�� /''I % u' _ State: F Zip: Qualifier Name:/--'-S r�r' .) �^� r—r1 Phone#: So ,5- �� s 6" 0/ State Certification or Registration#: CC rG ®S 16'7-> Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: oof� O Value of Work for this Permit:$ t2 ZlO 0 • O� Square/Linear Footage of Work: HQ acv J h Type of Work: ❑ Addition ❑ Alteration ❑ NewSi-Repair/Replace ❑ Demolition Description of Work:___1jr—(&(�a Pc ae Moog- o'cr. V iu ma 1 S Specify calor of color-thru tile: Submittal Fee$ 6'06 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) a a Bonding Company's Name(if applicable) #J A 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 Sign e OER or AGENT CONTAC R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of OM00a= ,20 k G by day of / ,20 by �— whois personally known to who is personally known to me or who has produced l .�l�e- w � me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:_______,_ Sign: Print: Print: wo? gffv Py, NoSeal: Sinha Alvarez Seal: �N���','P, e my Commission FF 156750 .�►" �a TERESA NUNEZ-APONTE Expires 09/0312018Notary Public-State of Florida "�et'*U ,• .a;r My Comm.Expires Jan 26,2018 *Ws�.Y�fo4°�k****>&>Q +#aF >t0 + * V tow APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY Lt5 r 2758275 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ARCO CONSTRUCTION CORP RENEWAL SEPTEMBER 30, 2016 1665 NE 137 TERR 2889732 Must be displayed at place of business NORTH MIAMI, FL 33181 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED ARCO CONSTRUCTION CORP 196 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR 45.00 09/29/2015 Worker(s) 1 CGC1505163 0224-15-006391 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, Permit or a certification of the holder's qualifications,to do basiness.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Cade Sea 8a-276. ML f For more information,visit www mlomidada anv/texcollector Arco Construction Corporation October 12, 2015 State of Florida County of Miami Dade Before me this day personally appeared Lester Jensen who, being duly sworn, deposes and says: All work to be performed by Lester Jensen or licensed and insured subcontractors. Sworn to (or affirmed) and subscribed before me this a day of Odrcb el- , 20 1 ,by _.alai>✓i� V_E-N S� Personally know Or Produced Identification Type of Identification Produced Print,Type or tamp Name of Notary TERESA NUNEZ-APONTE Notary Public-State of Florida My Comm.Expires Jan 26,2018 Commission#FF 086355 General Contractors/CGUS05163/1665 N.E. 137" Terrace/N. Miami,FL 33181 305.892-6507 ' ♦5t!�°REs yr n Ross Miami Shores Village �. Building Department OR1rDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. r � Signature: CYC Owner State of Florida County of Miami-Dade The foregoryi�ng was acknowledge before me this day of 20�. By f�,�y`I��' �( who is personally known to me or has produced as identification. Notary: SEAL: ro.OY PP* Notary Public State of Florida Sindia Alvarez or My commission FF 156750 �oseto�� Expires 09/03/2018 °i OCT I BY: 0000.. 04 90V .. 000000 CI 0000.. 0000 0000. 0000. 0000 • ♦ j • 0 0 0000• T 0000 •M••• 0000•• • • •�••• 0000 •• •• •i•••• c p y a 0 000 0000•• • • �`F 0000• 1 • • kk S �® Mlam! Shcres Village ¢ C iAPPROVED BY ®. �CNING DEPT 3J ECT 10 CCNIPI-VNCE WITH ALL.FEDERAL 064 FE ANL) UN'i`f rA IES AND REGULATIONS aq(D ME, 100-1*1 �NoS '�->-3 17,8 I -PhI*z-> PVVIL C,0NPPrr\-5j ; INC NOA , 15 -0302- C1 • . ... . . . ... .. . . •• . .. . 00 -Miami ShorcKAAiJdj-p- .Do ' ' e-nt Product Approval Schedule / Comparison Chart Address: Permit No. Opening Description ofWi�dlbs tod=:t- fApprova! Openi Design Rough O ening Shutter Required Mullion AcquiredID or lloor or Ivlu 1•on •• • • Pressure ressure ve 'Yes!No Yes!No cs 1 No • • • • F (-)PsP (+j PSF (-j PSP ( MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy DAB Door Company,Inc. 12195 NW 981'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-Daae County RIX-19roduct Control. Section to be used in Miami Dade County and other areas where allowed by the Authori'u}Ifaving Jurisdiction(Af1'Jj.••• This NOA shall not be valid after the expiration date stated below.The Miami-Dade NuntY''roduct Control Secdan.(drt: Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reseraet9e right to:have:this product or' material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,01e. ...... . . . manufacturer will incur the expense of such testing and the AHJ may immediately re yr lie,modify,©r lusjnd the0.s�.. **f such product or material within their jurisdiction. RER reserves the right to revoke.�i��:ceptance,if it is determme2 by Miami-Dade County Product Control Section that this product or material fail to•m*eet the requirements of t1w• applicable building code. •••••• This product is approved as described herein, and has been designed to comply,Pial she Florida Buildings redo,: including the High Velocity Hurricane'Lone. 9..6 • DESCRIPTION:Hurricane Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/ Window Lite Option(DP+48.0,-52.0 PSF) APPROVAL DOCUMENT: 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- Farooq Corporation,signed and sealed by Javad Ahmad,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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number, approval number(NOA),the applicable test standards,and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#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. 15-0302.01 MIAMI-DADECOUtdTY Expiration Date:July 21,2020 ... , l� Approval Date:April 23,2015 jtb1� Page 1 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 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,vrepmed by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. ; ••• e •••• • B. TESTS "Submitted under NOA#I1-0414.13" •••••• •••• •••••• 1. Test Report on Uniform Static Air Pressure Test,Loading and F,olitO Entry.Test per FBE}••• TAS 202-94,of"DAB 824 Sectional Residential Garage Door".ptopgred b} " t Lane ••••• Engineering&Testing Inc.,Report No.HETI-07-4267,datedA6(29A2007,signed.and sqal$d. .. .. .. . • by Candida F. Font, P.E. 0 O • . ...... 2. Test Report on Large Missile Impact Test per FBC,TAS 201-14 arde.Cyclic Wind Pressure • Test per FBC,TAS 203-94,of"DAB 824 Sectional Residentittl Garage Door'jt9paredotV••• Hurricane Engineering&Testing Inc.,Report No.HETI-11-3V.06,&ted 02/10/2011,siaur;4.; •• • • •.• • and sealed by Candido F.Font,P.E. • • • 3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T101,dated 01/29/2011,signed and sealed by Candido F. Font,P.E. "Submitted under NOA#05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure'rest,of"Sectional Residential Door with Windows"prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI 03-1328,dated 07/15/2003,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 Report No.HETI 03-T078,dated 10/31/2003, signed and sealed by Rafael E.Droz-Seda,P.E. "Submitted tender NOA#03-0210.04" 7. 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 "Submitted under NOA#14-0814.08" 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. 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.) "Submitted tinder NOA#09-0128.01" 1. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0 2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA #09-0128.01" • 2. Anchor verification calculations prepared by Al-Farooq Corpotatiojr,•complymg with F.1440• • 2007,dated 12/18/2008,signed and sealed by Humayoun FarooQ,P.B. 00000• •0 6666.. 6666 6666.. D. QUALITY ASSURANCE 6666 6666.. 1. Miami-Dade Department of Regulatory and Economic ResoureV.=R) ;••••• ••••• 60.66. . 6 66 66 66 6666. E. MATERIAL CERTIFICATIONS ' 66 6666.. 1. Notice of Acceptance No. 13-0717.01,issued to SABIC Innovative Mastics, foptheir 6 Lexan Sheet Products,approved on 11/28/2013 and expiring oto 07/19/2018+6••;• 969969 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LI,'C,15.&Jheir 6 :0000: Insulfoam Expanded Polystyrene Insulation,approved on 08/14=1,f and exMlge on ' 11/29/2017. 3. Notice 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 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01111/2017. 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. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G 15 5 of"PVC Extrusion Material',prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material',prepared by Hurricane Engineering&Testing Inc.,Report No.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 Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material',prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.08" 1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. a¢ fy1u'15 Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0302.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1/2' X 2-1/4"X 18 GA TOP FIXTURE 5-1/2"X 2-3/4'X 0.1" V GALV. STEEL CENTER HINGE - - PUSH NUT OPTIONAL DOOR VIEWER o W/(4) #14 X 5/8-SMS ��0 STEEL PLATE WITH ONE 5/TH MS W/ NUT TO BE INSTALLED AT 0 WITHOUT OELRON SLEEVE (STD.) FASTENED TO ENO STILE WITH N (6) 014 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE m O 7-1/2"X 3"X 071"GALV. STEEL �� 0 0 SEE SHEET 4 FOR TOP BRACKET OPTIONS ,t j END ROLLER HINGE I CENTER STILES O • W/(6) #14 X 5/8'SMS O O I �\ r A O WITHOUT OELRON SLEEVE (STD.) p SEE SCH. 'A' g iid4 WITH DELRON SLEEVE(OPTIONAL) 17 AA y 7-1/2"X 2-1/4"X .071° O _ -- -- ---- O GALV. STEEL CENTER HINGE O WIT(4)X14 X SLEEVE SMS `- LOCK WITH OELRON SLEEVE(OPTIONAL) 2/DOOR � n{ 0 CENTER HINGE 1"w x .15 THK.LATCHEll o CAT m ar 1cc STANDARD LOCH --_ - __--_ _--__ =o o W • SPRING LOADED SLIDE BOLT(BOTH SIDES), — x FASTENED W/ (4) #14 X 1/2"S.M.S. B --- - - y--- ) `•J -_ __ ) B m g =o {L Z p 5/8"MIN. LOCK ENGAGEMENT - --.-.---- ---- I -- z i J l{Vyf CONFORMS TO SECTION 1008 REGARDING I I I 00 g F Q m•1'E GARAGE DOORS .158 DIA.GALV. AIRCRAFT TYPE A CABLE& NICO-PRESS SLEEVE Y// IN. 5 TO 1 SAFETY FACTOR STEEL PLATE - -�u .... �•�_�' �.� _ _—__ _- WITH (4) #14 X 3/4" 1 w 0 :• SELF DRILLING SCREWS �ISI J���Ii(� BRACKET BRACKET I U a STD. LIFT DOOR LOW HEADROOM __ -~Z e '� z �o Tara.8 of DOOR OPTION _ _ === - at o I DOOR 'U'BARS AT _I _ I HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X .010" ` OPTIONAL VENFS ai 0 3 „ STEEL PLATE (3) 5"MOE AT 7"O.C. MAX. OPTIONAL FLUSH FACE L A 0 Z W-6' 2 SECTIONS 18"2 SECTIONS 21" WOOD GRAIN DESIGN m WITH(4) g14% 3/4'SOS OPNG.AREA NOT TO EXCEED 120 S0.IN MAX. DOOR WIDTH 0 8'-9' 1 BECKON 18' 3 SECTIONS 2f' ----- ------- 0= 'n 7' 4 SECTIONS 21'- 16'-2' D3 7'-3' - - — 3 CENTER STILE DAB DOORS INC. I F 7'-6. 5 SECTIONS 18"- INSIDE ELEVATION Hurricane Moster*Model 824/811 7'-9'_4 SECTIONS 18'1 SEcnON 21' OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR Max. Size 18'-2" X 16'-0" High EV 3 SECTIONS 18"22 SECTIONS 21' HANDLE With Window Lite Option 8'-3" 2 SECTIONS 18'3 SECTIONS 21' #14 X 3/4'SELF DRILITNO SCREWS MAY BE USED ---- - e'-e' I SECTION IB' a SECTIONS 21' IN LIEU OF X14 X 5/8"SMS W-9. 5 SECTIONS 21'- DESIGN PRESSURE RATING = + 48.0 PSI u 9• 6 sEcnon)6"- LOCK BAR GUIDES - 52,0 PSI 9'-3' s SECTIONS 18"1SsSECTION 21' 4 INSTALLED ON END STILE THIS PROpUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES a m 9'-6" 4 SECOONS 18'2 SECTIONS 21' I7 WITH(4) #14 %5/8'SMS 9'-9" 3 SECTIONS i8'3 SECTi0N5 2I' U 18T% .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE u 10' 2 SECTIONS 18'a SECTIONS 21' -ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 10'-3' 1 SEC1xIN 18' S SECTIONS 21' u r ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). g 10'-6" 6 SECTIONS 21'- CENTER STILES SCHEDULE'A' y g 10'-9' 6 SECTIONS IB'1 SECTION 21" CENTER STIIES CONFIGURATION •• ••a A61CHORS SHALL SE ♦S LIS&Eip. SPACED AS SHOWN ON DETAILS. II' 5 SECTIONS 18'2 SECTIONS 21- OUTSIDE KEYED LOCK • • A&CFWR`MB%PMW 4T i0 OASE MATERIAL SHALL BE BEYOND WALL DOOR WIOTKS 0 OFACENTERSTILES • • DRTWNGIpR STUSCOo •It•-3'4 SECTIONS 18'3 SECTIONS 21' OPTION8'-0'TO 11 10' • •� AIL B•LTSPNM AfdWSHERI SHALL BE ZINC PLATED CARBON STEEL.iV-6" 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN 10'-O'TO I1'-10' •ii'-9' 2 SECTIONS 1W 5 SECTIONS 21' 4 AR IN�p#LO�D I C rypMONS OTHER THAN THOSE SHOWN IN $12' 1 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO 12'-0'TO tY-10" •• •• .� EfABS ARE ROT ART40P THIS APPROVALSPRING LOADED SLIDE BOLT ta'-O'TO 15'-10'fY-3" 7 SECTIONS 21"- 8'-0"TO 910' S A LOAD DURATION NCRFASF.U'USED IN DESIGN QF ANCHORS INTO WOOD ONLYLOCKS SHOWN ABOVE 12'-6'6 SECTIONS 18'2 SECTIONS 21' DOOR WIDTHS 15'-11'TD IB'-2' 12'-8'S SECTIONS 18"3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA C ' 13' 4 SECTIONS 18"4 SECTIONS 21' _ BUILDING CODE,TAS-•202,TAS-201 k TAS-203 FOR HVH2 AND m 13'-3"3 SECTIONS 18'S SECTIONS 21" ® M IM ®� ASTM E16��5/ASTM El996-(A.•• ,o 0 13'-6'2 SECTIONS 18'6 SECTIONS 21' • I-PN "'VAD • j 13'-8" 1 SECTION 18" 7 SECTIONS 21" fr TI 11 •• • • •10'-0'TO 11'-10" 14'-0"TO 15'-10" • •• • PRETOtiC'f il�tl81Y6D14' 8 SECTIONS 21'- J •• �o�of� .aelae .74'-3"6 SECTIONS le'3 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS ••• • •••14'-6 5 SECTIONS 18'4 SECTIONS 21' FIu11I�V115' a SECTIONS 18"5 SECTIONS21' 6U Ic m ®� _15' 3 SECTIONS 16"B SECTIONS 21' iil,� "tll11 15'-3" 2 SECIION5 IB'7 SECTIONS 21' S • m15'-6" 1 SECTION 18' 8 SECTIONS 21' • • 2 15 B 14MNa .vt•d 98-05 15'-e'9 SECTIONS 2I'- REFER TO SHEET 2 �, 12'-0"TO 13'-10" 1 _- 15-I1"TO 16'-2" • ♦-__ • • • • • 16' 6 SECTIONS 18"4 SECTIONS 21' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS • • • • • • • sheet 1 Of 6 • •• •• • • • •• •• ••• • • • ••• 0 0 . . ... . . . ... .. .. . . . .. .. • g )O b 111014s • • • ••• • • • saw-n(9) • • • • • • • • .0-.91 30NVH MMM 50_86 ,9�•9,�,,,�, 1n7 •• ••� 56 01 (f) IU4 ,C-.ZI Ol,6-01 OI3N 'OU 6wwolp f 1N— --Is � � $ s� � �J�WIPH • • I•• • • z Na1375 —' _ g s spga tlgl7Mr BlgRpoo7 R • �liiyy� •• _1 _ _ aA#-V M IY)C "d • Z610L 3d�vid • • t ND1137S p N • • • • • f NOU375 - o a • Q�IKOWAtln v6N3• - C, 1 I [X011375 t Nouns _ 4 NOU30S (_ S NOU33S O I - -- S Nouns x y y' •• • • • •I ••• •• 9 - -_ - NOIL375 .I u O 9 N01130S ar 'e o y • • • • • • • I • I L NOU375 - • • • • • • • � M00 � IN X01305 T �- e NOIL30S p save-n(5) SaiB-n(Y) r� `I I 01 NOILiOS .9-,OI 30M M13H ,f-.Ot OL,0-.6 MM UIOI3H StlY91l-n(9) -_� l NOU375 I NOU37S I .6-,91 Ol.f-.YI 30M 1H'S3H C7 _ I Z NOU37S I I I I, Z X011375 _J v L Nouns I - IF f NOU37S I 'goN Q O I II I Z NOU375 I I IY 9 Nouns I 6 Nouns F mf.7;!E O o I I- f NDU375 I _- _ 9 NOU37S I S 1401375 1 m o I i NM30S m Z n in 2 n ` S NOU37S Il l I J D - — ..-- l . w m I I B NOIL375 I save-n(Y) save-n(c) W -- .6-,9 01,f-,9 30M 1H73H .0-,B..9-.1 30N4a 1H013H � I` L NQU375 Do 1 I I B Nouns 1 NOIL33S L N0113'.� m I 1 �I II I1 Il I 8 Nouns L X01375 I L X011375 save-n(S) I f X01375 I f NOU33S 3 Kj D s>me-n(9) ----- _ W a{�' ,0-Al Ol.9-,[I 30NVa 1HO134 .f-,Cl OL.9-,tt 37Ntla 1NO13H I —i i X011375 I I Ib X011375 I P�i,ymm - -- - T - --- �I I I I s N01137s..., A l NOt1305 V I I NOU33S I II 5X01305 ' I I I !I -.-II 1I L Noun I. II z NOU3:iS iI ---- - 6b �i r a1137s N q A I L A [X01375 .0-.L 01.9-,9 3ONva 1H013H 1 i Y Nou37s I Nouns _ S NOU305 - II I-- S Nouns 99 f L NO3MS 0fill 9 X01375 9 X01305 y ?, H Im/p W •� - - _-- - L X01375 I L NOU305 [X011305 co _ -- N �I I I 9 NOU37S 1 9 Nouns I Y X011375 A`h - -- ul 24 GA. STEEL PANEL ` % In [� ro " - m Z ® FLAPS BENT OVER PANELCL 1 0 1/2"PUNCHED HOLESI a u 1 0 4"O.C. �— OR g USE REINFORCING'U' BAR AT 0. � I G IL d o _ TOP SECTION ONLY AT O dJ P- _� 16 GA,SX 2-1/4"% 3/4"% 2" FOUR SECTION DOORS I C N GALV.STEEL U.BAR REINFORCING TRUSS 16 GA. % 2-1/4"K 3/4`%2" a GALV.STEEL U.BAR REINFORCING TRUSS m •BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES _ VERTICAL INTERMEDIATE STILES D TWO ------ -� I ,D I (114 X 5/e"S.M.S.AND TO END STILE W/TWO 14 X 5/8"S.M.S.AND TO ENO STILE - W/FOUR#14 X 3/4"SELF DRILLING S. W/FOUR 14 X 3/4"SELF DRILLING SCR. �/ Q W f l 1/2"X 1-3/4"X 16 GA. OPEN TUBE �J ®TOP h BOTTOM' 3/16"POP RIVETS OF EACH PANEL AT 4"O.C. " (6) FOR 21"STILES f z p (5) FOR 18"STILES I�T M F�RU. -1/4"X 3/4"X 2" �' Q 7 U.BAR REINFORCING TRUSS Ll ENED TO VERTICAL INTERMEDIATE STILES w U S14 X 5/8S.M.S.ANO TO END STILE END STILE 11iZH Z 14 X 3/4"SELS DRILLING SCR. •024"STL. PANEL I w (p o1 O I 19 igK 1 ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOOR O z REINFORCING REINFORCING = I ,C _OPTIONAL STOP MOULDING - 11 _j BY DOOR INSTALLER STEEL TRACK BRACKET FASTENED TO WOOD JAMS WITH / 3/4"X 2"X 2-1/2"X .049"STEEL 'J 5/16"X 1-5/8"LAG SCREW .1114 X 5/8"SMS ENO 570.E,CONNECT TO PANELS WITH 6 PER HINGE FLAPS AND(5)DR(6)3/16"ALUM RIVETS (FULLY THREADED) / HEX WASHER HEAD TYPE A 1/2 X 1-3/4"X .058"FORMED STEEL SEE DETAIL ABOVE / SOLID BRASS DOOR VIEWER SOUTHERN PINE GLUED i0 PANEL AND SECURED TO m END STILE WITH(4)3/16`PDP RIVETS 13Y 'SCHLAGE SECURITY HARDWARE' 0.55 S.C. 1-7/8'_ X 2-5/8"X .049"STEEL EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE --� c P 2 CENTER STILE,GLUED AND RIVETED DISTANCE POSITIONED AT EYE LEVEL `J TO PANEL W/(4) 3/16"RIVETS POP RIVETS- y\ �e i € 2" MIN. % 111 4/iHINGE/8"S.M.S. v vi u i I ED T' I \ � �•� • • • • •• 1. 1 3/16" 1 • 26 Mi•OWEREDdN &Y'WWF�S' \ • 2•MIt•EMBE MST-* • c ' • • 2•MLI•EOiE�T.• • • h a c" • ••• ONEwRlR BRCKET• • •• S S S T B 1.9`X 2.19"X 3.3"% .090" SEE SHEET 3 FOR BRACKET SPACING v c x _ STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING ••• • n • • • •Engr:JAVC {�D • • • • ,• PROD=RE wEv n W4,-20$$•BOLT • FLA�PE 391 OOt> i{tlMO ilolid� �. X .050" INTERIOR SIDE 7-1/2"X .071'_ i NUT ••• i• •• i C to "4302.0/ a a a GALV. STEEL_ END ROLLER HINGE STEEL TRACK CENTER HINGE T� 14 GA. X 2-1/8"% 1"(STANDARD) 1.82"DIA. X .50"STEEL ROLLERS (5T0.) �� By drawing no. 12 GA. X 3-5/16"X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"OIA % .50"NYLON ROLLERS (OPTIONAL) \ Q M htA4et comm kI� FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2,75"DIA. X .50"STEEL ROLLERS (OPT IONRL t-i • • •• 3O ZY15 t, `�8 of W/ 1/4-20 X 5/8"TRUSS HD. 2.75"DIA X .50"NYLON ROLLERS (OPTIONAL • • • • • • Isheel 3 of 6 SLOTTED M.S.k LOCK NUT SECTION 8-B WITH 5"STE • • •• • • • • •• •• • • • •• •• ••• • • • ••• • • -POP RIVETS 1-1/2"X 1/2"X 1/8"HORIZ.ANGLE m / 5/16"X 1-5/8"LAG SCREWS INTO W000 OR HORIZ. TRACK SUPPORT, FOR ODOR HEIGHTS UPTO 7 FT. Left � o 2-3/4`%5-1/2'X 3"X.104" _ 5/16"SLEEVE ANCHORS CENTER SUPPORT REDO. ON DOORS WITHOUT INSULATION OR WINDOWS, p 'ALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EX�EEDING 8 FT. IN HEIGHT 2"X 2`X 1/8"HORIZ.ANGLE TOP ROLLER BRACKET ON EACH SIDE _ 3 PER BRACKET it A-� FOR DOOR HEIGHTS ABOVE 7 FT.OR m FASTENED W/(6) 9 14 X 5/8"S.M.S. / 11 DOORS WITH INSULATION OR WINDOWS SPOT WELDED TO I10R12.TRACK FF 090 THH.GALV.STEEL AQIUSTABLE 2-1/2"X 4-1/4"X 13 CA.STEEL PLATES WITH TWO WELDS AT 1-1/2"APART Q W SLIDE FASTENED TO BRACKET - - / / __ A f J FlRST AT 3'O.C.,REST AT 9"O.C. E ,L1 WELDED TO 1-1/2`X 1-1/2"X 14 GA.ANGLE CONNECTED TO FLAG BRACKET ANGLE Q \ �Y7/5/16-18 X 3/4"HEX HEAD FASTENED TO TRACK - W/3/8-16 X 3/4"BOLT&NUT IL p M.SCREWS&NUTS. WITH 4 1/4-20 SS.BOLT&NUTS - - T1pRIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" Q-I M \ O ANO TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8"BOLT&NUT TOP BRACKET a (STANDARD) TOP BRACKET ` (OPTIONAL) \ L` LOW HEADROOM DOOR t --� 14 CA.CATV.STEEL TRACK Qy C yl g _ \� HORIZONTAL REINFORCEMENT \ VERTICAL TRACK �` Q 6>d 1/2'X 1-3/4'X.058'FORMED STEEL 2-1/8"X 1"X .080` Q AT GLUED TO PANEL AND FASTENED TO _ _ SECTION A-A VERTICAL STILES WITH 2"X 5-1/2"X.104" Q 3 N (2)3/18'POP RIVETS GALV.STEEL LL Z BI FASTENED W/(4)11114 X 5/8"S.M.S. - Sg TOP ROLLER BRACKEQ T FOR T N LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS Q Z ! HORIZONTAL REINFORCEMENT HEIGHT 151 2ND 3RO 4TH 5TH 81 82 B3 84 85 86 67 68 W 1/2'X 1-3/4"X.058'FORMED STEEL _ _ �--- _ GLUED TO PANEL AND FASTENED TO 0" IIB` 18" 18'18"N/Al"TO 2"11-3/4" 23" 34" 45'_ 56° 67 ��- j VERTICAL STILES WITH B'-6` 21`18" 18"21 N/A 1'TO 2"11-3/4 23' 34" 45" 56" (2) 3/16"POP RIVETS T-0" 21'21" 21'21°N/A 1"TO 2'11-3/4" 23' 34" 45' S6" 67" i-5/16' MEETING RIB 7'-6` 18'18" 18 18` 18`1"TO Y 11-J/4' 23 34 45" 56" 67" � 1.82' DIA. X .50'STEEL ROLLERS t8'-0' 21`18' 18" 18 21"1"TO 2'11-3/4"BOTTOM z p " W/ .44 DIA X 5"STEM =w —SECTIONS ARE NUMBERED STARTING AT THE o M . x FOR DOORS MORE THAN 8 FT.HIGH,USE ADDITIONAL TRACK BRACKETS AT 10'O.C. OPTIONAL INSUlAT10N5: p Q Lei. BY'DYPLAST PRODUCTS LLC' O EPS-EXPANDED POLYSTYRENEo m ) 1.9 X 2.19'X 3.3'X .090' DENSITY= 1.05 PCF STEEL TRACK BRACKETS N.O.A.#11-0926.07 n 2-3/16'HIGH (n T p 1 _ OR m CONNECTED TO TRACK WITH --y ISO-25 POLY-ISOCYANURATE ) 1/4'BOLTS&NUTS. j I Q 3 DENSITY=2.0 PCF m til / I O Z= _ -- —N.O.A#11-0926.06 m o aa ORLO BY'CELLOFOAM NORTH AMERICA' j j c� m N a DENSITY- 1.03 PCF N.O.A.BIO-1129.04 N OR BY'INSULFOAM LLC' a / DENSITY=0.92 PCF N.O.A. 814-0311.08 m ®' 14 GA. GALV.STEEL L' $ �• ROLLER HINGES FASTENED m _ W/(6)b 14 X 5/8`SMS m yl _ MIN. .024"ROLL FORMED STEEL PANEL p DRAWING DUALITY G-40 j g3 MIN.YIELD STRENGTH = 39 KSI o Ei3 O WITH PRIMER AND RAKED-ON 0 POLYSTER PAINTED TOP COAT TRACK CONFIGURATION Q! .. =m w APPLIED TO BOTH SIDES OF STEEL •• • • • • • • •• ry • • • • • • • O O ini 12 CA. GALV.STEEL •• ••• •• • • • •• o BOTTOM BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM m Y W/(4) !1! 14 X 5/8"SMS DOUBLE TRACK I T CK OPTIONS • • • • • 0En9r.JAVAO 11*10 • PQ<)WCT RENEWED m MM Mef{4dde ••• • • •• • FL4•PEr*L BOTTOM SEAL OPTIONS ••• •• ••• •• No� I o o B s SEE SHEET 5 $ � 1 drawing no. SECTION A-A ••• • • • 20��• 168-05SEE SHEET 2 FOR LOCATION • • • • • • • OF REINFORCING TRUSSES • • • •• • • • sheet 4 of 6) • •• •• • • • •• •• ••• • • • ••• • • REINFORCEMENT �1u O K 1- A \\ \ J�4" / 1/2' 3/4'% SB' J \ / IN. FORNEO STEEL !1� `n #8 x 1" (Y_ _ _ _ 1 ye x% DIST. SELF DRILLING SCREWS f `-- - m _ \1-1/2"MIN. OR Y SELF DRILLING SCREWS Z `� w I � GE DIST. o m 3/16''RNEX'STEEL RIVETS OR 1F- g o D\ H/N/ MULTIGRIP W/DOME HEAD 6A'l 16''RIVEX'STEEL RIVETS Z W o �\ AT 48'O.C. ULTIGRIP W/DOME HEAD W m W / 3 \ REINFORCEMENT 48'O C 0• tl11/2'X 1-3/4'X.058'FORMEO STEEL 1/4'DIA. LAG SCREWS 1/4'DIA. LAG SCREWS 0 i WOOD DU I � -AT 6'FROM ENDS WW00/ \ AT 6'FROM ENDS Q / I��� AND 11"O.C.MAX. 1 �, AND 11"O.C.MAX. p - I W'STRIP ADAPTER Lq ALUMINUM W STRIP ADAPTER C t9 STEEL O Q 0 RUBBER W STRIPPING RUBBER W'STRIPPING a. 1—D534 .700 oao _� �i z e 5 9 .224 ,Lr2f J48 f�W.i�L _ I IT __—) ��1.750� T 1.790 I d 0 BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 0 o M THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT LLi M TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Q-� WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR ODOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _____ __ANCHOR SPACING I Z F Uj VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. :o — W e 3/8-HLC SLEEVE BY"HILTV I CONC. 1 1-114' __8 ,2'_ w O>p 1 5/16'X 1-5/8" 3/8'CONFLEX BY'EL.CO' Fl_LLEO BLOCK 2" 8' 3-3 4' o fdY IAC SCREWS3 8"DYNABOLT BY'ITW' _ CONC. 1-1� 8' 3' L.. 0 STEEL STRUCTURE BY OTHERS 3—/8-POWER-BOLT BY POWERS' CONC. 2" 8' 2" O Z A7 11"O.C. BUST SUPPORT THE LOADS IMPOSED 3/9-SLEEVE-ALL BY NMPSONS' CUING. 1-1 2 8' 3- 0 0 BY DOOR SYSTEM �\ CONCRETE 1'c 3000 PSI MIN. C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. (]N 5/I6'DIA. BOLTS j n -WITH WASHER& NUT b n e - AT 12'O.C.MAX. EDGE 01ST. WOOD BUCK CONNECTION TO MASONRY PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO C GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1/4'ULTRACON BY'ELCO'WITH SPACING OF $Q 1-14"X2-1 2"% 14 GA zaQ 12'O.C. INTO BY FILLED BLOCK WALL.WITH 2-1/4-MIN.EMBED I T. / 9'0.C;INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN.EMBED 1-1/2' 1-1/2' CONT.STEEL ANGLE 2-1/2'MIN.EDGE DISTANCE 12 GA.GALV.STEEL 1/4'TAPPER BY'POWERS'WITH SPACING OF FLAT BRACKETS t3"LONG 2_1/8'% 1"X 14 GA m c t5 j 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 1/16'X 2-I/2 V AT 12'O.C.IN DOOR OPNG. m z a FILLET WELDS GALV.STEEL TRACH 9"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED AT•i•'Oq A60V•DOOR OP•G. • • •• FASTENED TO TRACK PLATES 3"MIN.EDGE DISTANCE AT 12"O.C.NAX. OONNECTED TO CW.&t Gli$ • • —W/(2) 1/4-20X5/8"TRUSS HD. 3/8'CONFLEX BY'ELCO'OR •t/(3)SPOT•NELDS"EASH TIDE• • SLATTED M.S. &LOCK NUT ^ 3/8'LOT BY'ITW'WITH SPACING OF CANTINUOUS ANGLE TRACK �E_VERSE TRACK • •• • • • • a 21'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED TO WOOD BUCK TU-STEEL •• ••• •• •�Lu"�� FILLED O1 3'MIN.EDGE DISTANCE • • • • • TO ON ETEItS(1ZIUS A BLOCK o c S 3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF • c y c 8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4-MIN. EDGE DIST. AI TERNATE TRACK INSTALLATION ' 11'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND m 2-1/2"MIN.EDGE DISTANCE • ••• • n qr.IAV PREPARATION OF JAMBS BY OTHERS • • • • • • cr 03° • PRODUCT RENEwBD FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY ••• • • •• • FLAC�.N 7 92 I.i ftCO&.11 (4♦t1lLfe Fbiy I ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED • •• • •• • • Amp Cads o -a .V BY DOOR SYSTEM. ••• • ••• • • AOO��b Oa✓ 0 8 FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY p rI BUILDING OFFIOFFICIALC .UPON INSPECTION. O 2015 drawing n0. "°''"�"'d 98-05 ' MAXIMUM EXTERIOR(t)LOAD PER JAMB = (16.17' X 48 PSF)/2 388 Lbs per Ft. ••• • • • • •• • l - MAXIMUM INTERIOR(-)LOAD PER JAMB (16-17' X 70 PSF)/2 420.4 Lbs per Ft • • • • • • • • • • • ••• • a • (sheet 5 Of g • •• •• • • • •• •• ••• • • • ••• • • soo .2so o *PLASTIC COMPLIES WITH � $ DOOR PANEL CHAPTER 26 OF FBC 24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE w 0� 1.725 1.765 �O 7/16'DW.WASHER 4 m 1 1.144 LL �0 0 G eri + 98 X 3/4"SMS 21 3/4' I O ih ! —0 3/8'FROM ENDS MAX. .17 A 6 F 1'800 a y Q I AND 7"O.C.MAX. WDW.WIDTH 6 EXTERIOR FRAME INTERIOR FRAME p 'yri>�ul} f 7d w g 18 1/8RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q '=u a g8 X 3/4'SMS 'v x O MAX. OZ LL RIO o I I ` ® 1-3/8"FROM ENDS AX3 O.L.O. I Z I I I AND 6-1/2"O.C.M - m 8 ` j l u l .175% .062 DEEP GROOVE n-N, :III I �• o M k" A 1/4'POLYCAR80NATE LEXANDY'SA81C INNOVATIVE PLASTICS' vi <,JJNOA#13-0717•DlQ 1I WW v= e LD 00 w x ED - 0 0 n '' — - - zXo , IN 0 N 5 Il a SII I OF3% O -: IIII 175 x .082 DEEP XI IIII GROOVE / `" z N� `o € € (a)#8 X 3/4"SMS INSIDE ELIsVA_T_LON = a I•I I` ® 1-3/8'FROM ENDSRAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS ayi z z AND 6-1/2"O.C. MAX. WINDOW LITES CAN �•I4 AV?:O*TIQN eA OCr !tCTJ&P #8 X 3/4'SMS O • • •• • • • • • I I ®3/8'FROM ENDS 175 X.062 SEEP •• • • • • *09 • y 8 e „ AND 4-1/2'O.C.MAX. GROOVE • • • • • • • • • O_o= o$ -.I d 0. �m #8 X 3/4"SMS 0 3/8"FROM ENDS _ -AND 7"O.C. MAX. T - • • • •• ` ___ ___ _______ _ _ • • • &ryrt JAMAA• • I n _t___ • • 1� WL• • PRODUCT RFNBWEJ? I o 7/16"DIA WASHER - - - - - - - - • • • FLA[% 592 • wlf� FlviAa I n ----------- • • ••• •4020015 • • Bwm*Cuda DOOR PANEL [4O G .$I - S 24 CA. (.024)STEEL MIN. EXTERIOR C� ODOR PANEL 15/I6"MIN. D.L.OPG. 8� dmwing no.GA.(.024)STEEL MIN. ClA21NG ••• • • • • '"1 wvMretC�•►d 98-05 WINDOW WIDTH • • _ • • • • 9hee�6 1 ••• 0 • • ••• • • ��5 . 1� P��Z`� l,� -���L��L C M cr�,, P��- CTA6Z��-E✓ �yo(� RA NX t. no.P.E. 0 Pe00-mm OPENING DESIGMEANROOFHP HEIGHT ASCE 7 10 FBC 5T°� E®■ (201 o7io1,zo1 SIZE 0s n ora 24'-0 8'x6, +36.0 +36.5 1T-0" 18'-0" 19 ,81 +38.2 +38.12 6 239.0 239.4 +39.7 25'-0' GARAGE DOOR DESIGN. � +36.0 +36.5 +36.9 +37,4 +37,8 +38.2 +38.6 +39.0 +39.4 +39.7 +q0.1 0 45.5 -46.1 -46.7 -47.2 -47.8 -48.3 -48.8 -49.3 49.7 -50.2 -50.6 $N 8'x T +35.6 +36.1 +36.5 +37.0 +37.4 +37.8 +38:2 +38.6 +3&9 +39.3 +39.6 -44.7 -45.3 -45.9 -46.4 -46.9 -47.4 -47.9 48.4 -48.9 -49.3 49.7 8'x 8' +35.2 +35.7 +36.2 +36.6 +37.0 +37,4 +37.8 +38.2 +38.5 +38.9 +39.2 PRESSURE CHARTS _ a x -04.0 44.6 •45.1 45:7 462 '46.7 -072 47.7 48.1 48.5 -09.0 eZ": m $$ w 8'x10' +34.6 +35.1 +35.6 +36.0 +36.4 +36.8 +37,2 +37.5 +37.9 +38.2 +38.6 (WORST CASE DESIGN PRESSURES) Vi=m A z -42.8 -43.4 -43.9 44.5 -45.0 -45.5 -05.9 -46.4 -46.8 47.3 -47.7 1 M 9 +34,2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +3&0 �d a 8'x12' 41.9 -42.4 -43.0 43.5 -44.0 1-44.5 44.9 -45.4 -45.8 -46.2 -46.6 _ DESIGN PRESSURES IMF) WIND VELOCITY = 175 MPH ood Z 8'x 16' +33.4 +33.9 +34.3 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.2 OPENING MEAN ROOF HEIGHT EXPOSUREC' , Kd = 0.85 w _40.4 -40.9 41.4 -41.9.42.4 -42.9 -43.3 -43.7 -04.2 -44.6 -44.9 SIZE 15'-0"1 16'-W' 17'-W' 18'-0" 19'-W' 20'-0" 21'-0"22'-0 23'-0" 24'-0" 25'-0" +35.7 +36.1 +36.6 +37.1 +37.5 +37.9 +38.3 +38.7 +39.0 +39.4 +39.7 +34.5 +35.0 +35.4 +35.9 +36.3 +36.7 +37.0 +37.4 +37.8 +38.1 +3&4 9'x6' 14'x6' 44.8 -45.5 -46.0 -46.6 47.1 •47.6 -48.1 -48.6 -49.1 49.5 -49.9 42,5 -03.1 -43.7 -44.2 -44.7 -45.2 -45.7 46.1 -46.6 47.0 47A Lu +35.3 +35.7 +36.2 +36.6 +37.1 +37,5 +37.8 +38.2 +38.6 +38.9 +39.3 +34.1 +34.6 +35.0 +35.4 +35.9 +36.2 +36.6 +37.0 +37.3 +37.7 +38.0 DESIGN NOTES 0 9'x 7' 14'x 7' O -44.0 -44.6 -45.2 -45.8 -46.3 -46.8 -47.3 47.7 -48.2 -48.6 -49.0 -41.7 42.3 -42.9 -43.4 -43.9 -44.4 -44.8 -45.3 -45.7 -46.1 -46.5 5'"ED.FLORIDA BUILDING CODE(2014),ASCE 7-10 V +34.9 +35.4 +35.8 +36.3 +36.7 +37.1 +37.5 +37.8 +38.2 +38.5 +38.9 +33.8 +34.2 +34.7 +35.1 +35.5 +35.9 +36.2 +36.6 +36.9 +37.3 +37.6 Kdw0.85, KA-1.0, Kz=TABLE 30.-1 9'x 8' 14'x 8' q6 m 0.00256-KZ-Kzt-Kd'V'V J 43.4 43.9 -44.5 45.0 45.6 -46.1 46.5 47.0 -47.4 -47.9 -48.3 41.0 -41,6 -42.1 -42.7 -43.1 -43.6 -44.1 -44.5 -44.9 -45.3 -45.7 P=qh((GCP)-(GCPI)), GCPI=+-0.18 +34,3 +34.8 +35.2 +35.7 +36.1 +36.5 +36,9 +3'7.2 +37.6 +37.9 +38.2 +33.2 +33.6 +34,1 +34.5 +34.9 +35.3 +35.6 +36.0 +36.3 +36.6 +36.9 EXTERIOR(CORNER)ZONE 5 USED THROUGHOUT TABU p > 9'X 10' 14'x 10' OVERALL TRIBUTARY AREA USED FOR RESULT �J.) -42.2 42.8 -43.3 -43.8 -44.3 -44.8 -4S.3 -45.7 1-46.2 -06.6 -47.0 1 -39.9 •40.4 1-41.0 1-41A -41.9 -42.4 -42.8 -43.2 -43.6 -44.0 -44.4 it I m +33.9 +34.3 +34.8 +35.2 +35.6 +36.0 +36.3 +36.7 +37.0 +37.4 +37.7 +32.7 +33.2 +33:6 +34.0 +34.4 +34.7 +35.1 +35.5 +35.8 +36.1 +36.4 GENERAL NOTES mw 9'x 12' 14'x 12'' 41.2 41.8 -42.3 42.9 43.3 -43.8 44.3 44.7 -05.1 45.5 45.9 38.9 -39.5 -00.0 -40.5 40.9 41.4 41.8 42.2 42.6 -43.0 -03.4 "4;1 o° Lu 1.THESE CHARTS ARE NOT ESEVALIDT AS A moo O +33.1 +33.6 +34.0 +34.4 +34.8 +35.2 +35.5 +35.9 +36.2 +36.6 +36.9 +32.0 +32.4 +32.8 +33.2 +33.6 +34.0 +34.3 +34.6 +35.0 +35.3 +35.6 SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY �,�3 9'x 16' 14'x 16' YAL[O WHEN SIGNED&RAISED SEALED BY FRANK L 3 f 1 -39.7 -40.3 -40.8 •41.3 -41.8 -42.2 -42.7 -43.1 -43.5 -43.9 -44.3 -37.41 -38.0 -3&q =38.9- •39.4 -39.8 -40.2 -00.6 -41.0 -41.3 -41.7 gENNAROo,P.E. Q o S r`J +35.4 +35.9 +36.3 +36.8 +37.2 +37.6 +3&0 +38.4 +38.7 +39.1 +39.4 +34.3 +34.8 +35.2 +35.7 +36.1 +36.5 +36.9 +37.2 +37.6 +37.9 +38.2 2 THIS SPECIFICATION IS INTENDED TO J 10'X 6' 15'x 6' ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. u_ -44.3 -04.9 45.5 -46.0 -46.6 -47.1 -47.6 •48.0 -48.5 -48.9 -49.3 -42.2 -42.8 43.3 I-43.8 -44.3 -44.8 -45.3 45.7 -46.2 46.6 -47.0 USE OF THESE TABLES AND CORRESPONDING WIND +35.0 +35.5 +35.9 +36.4 +36.8 +37.2 +37.6 +37.9 +38.3 +38.6 +39.0 +33.9 +34.4 +34.8 +35.3 +35.7 +36.0 +36.4 +36.8 +37.1 +37.5 +37.8 LISTED HE EIN SHALLSURE,AND OTHER COEFFICIENTS 10'%T 15'X T LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY -43.5 -44.1 -44.7 -45.2 -45.7 -46.2 -46.7 -47.1 -47.6 -48.0 -48.4 -41.4 -42.0 -42.5 -43.0 -435 -44.0 -44.4 -44.9 -45.3 -45.7 146.1 THE GOVERNING BUILDING DEPARTMENT AND PERMIT uj HOLDER.NO WARRANT'FOR APPLICABILITY OF TABLE _ +34.6 +35.1 +35.6 +36.0 +36.4 +36,8 +37.2 +37.5 +37.9 +38.2 +38.6 +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 +36.71+37.11+37.4 VALUE USE IS OFFERED HEREIN. 10 x 8' -02.8 43.4 43.9 44.5 45.0 45.5 45.9 -06.4 46.8 -07.3 47.7 15'x 8' 40.7 -41.2 -41.8 -42.3 -42.8 -43.2 -43.7 -44.1 -44.5 -44.9 -05.3 3 THIS SPECIFICATION ISNOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO +34.1 +34.5 +35.0 +35.4 +35.8 +36.2 +36,6 +36.9 +37.3 +37.6 +37.9 +33.0 +33.5 +33.9 +34.3 +34.7 +35.1 +35.4 +35.8 +36.1 +36.41+36.7 ANY SEPARATELY SUBMITTED TEST CRITERIA AND 10'x 10' 15'x10' OTHER APPROVALS FOR DESIGN&INSTALLATItNI 41.6 -42.2 -42.8 -43.3 -43.8 -44.2 -44.7 -45.1 -45.6 -46.0 -46.4 -39.5 -40.1 -40.6 All -41.5 42.0 -42.4 -42.8 -43.3 -43.6 1 44.0 INFORMATION AND APPLICABILITY OF THESE TABLE +33.6 +34.0 +34.5 +34.9 +35.3 +35,7 +36.0 +36.4 +36.7 +37.1 +37.4 +32.5 +33.0 +33.4 +33.8 +34.2 +34.6 +34.9 +35 3 +35.6 +35.9 +36.2 VALUES WHICH IS TO BE VERIFIED BY OTHERS IN o g$ 10'x 12' 15'x 12' ACCORDANCE WITH GOVERNING CODES. 6 -40.7 -41.2 -41.8 -42.3 -42.8 -43.2 -43.7 -44.1 44.5 -44-9 45.3 -38.6 -39.1 -39.6 -40.1 -40S -41.0 -41.4 41.8 -42.2 -42.6 -03-0 4.DESIGN IS BASED ON THE 3 SECOND GUST(WIND lop y VELOCI'iY).FOR A CATEGORY If(GENERAL t1 Kgs +32.8 +33.3 +33.7 +34.1 +34.5 +34,9 +35.2 +35.6 +35.9 +36.2 +36.6 +31.8 +32.2 +32.6 +33.0 +33.4 +33.8 +34.11+34.4 +34.8 +35.1 +35.4 RESIDENTIAL'&COMMERCIAL CONSTRUCTION). 10'%16' - 15'x 16' .THESE TABLES NOT FOR USE WITH ESSENTIAL 392 -39.7 40.2 40 7 412 416 -021 -02.5 42.9 43.3 43.6 37.1 -37.6 -38.1 -38.5 -39.0 -39.4 -39.8 40.2 40.6 40.9 41.3 FACILITIES OR ASSEMBLY OCCUPANCIES. - ' +34.9 +35.4 +35,8 +36.3 +36.7 +37.1 +37.5 +37.8 +38.2 +38.5 +38.9 +34.2 +34.61+35.11+35.5 +35.9 +36.3 +36.7 +37,0 +37.4 +37.7 +38.0 USE ONLY.INTERNAL PRESSURE COEFFICIENT TOPOGRAPHIC FACTOR Kztm1.0 FOR FLAT TERRAIN 12'x6' - 16'x 6' 43.4 43.9 44.5 -45.0 45.6 46.1 46.5 47.0 -07.4 47.9 48.3 41.9 42.4 -43.0 43.5 44.0 -44.5 4 .E 4 •45 �66.2 6. C 100-0.18)ENCLOSED BUILDING ONLY.VERIFY a +34,5 +35,0 +35.4 +35.9 +36.3 +36.7 +37.0 +37.4 +37.8 +38-1 +38.4 +33.8 +34.2 +34,7 +35.1 +35.5 +35.9 +31.2 +36.6 36. 7. + F Kd=0.85'DIRECTIONALITY FACTOR WITH q 12'x T 16'x 7' • IOCN.BUDDING bEPARTMENT.HVHZ-HIH � 42.5 43.1' 43,7 44.2 44.7 45.2 45.7 -46.1 -46.6 47.0 47.4 41.0 -01.6 42.1 42.7 43.1 -43.6 -44.0 -44. •44A r{5.3 -�6.7 ••/ELOOM HURRICANE ZONE.TABLES ARE FOR WALLS +34.2 +34.6 +35.1 +35.5 +35.9 +36.3 +36.7 +37.0 +37.4 +37.7 +38.0 +33.4 +33.9 +34.3 +34.7 +35.1 +35.5 + +3 36. 6, + i"D''Yew IC1LL�� ONLY. 12'x S' 16'x 8' '� •S. 4Y!7HE PURPOSES OF THE WORST CASE DESIGN !J 41.9 -42.4 -43.0 43.5 -44.0 -44.5 44.9 -05A -45.8 46.2 46.6 40A 40.9 41A 41.9 42.4 -42.9 43.3 43.7 44.2 44.6 44.9 PRESSURE TABLES BELOW THE GARAGE DOOR ca am"e mmom oero rvs OPENING IS ASSUMED TO BE ENTIRELY WITHIN THE +33.6 +34.0 +34.5 +34.9 +35.3 +35.7 +36.0 +36.4 +36.7 +37.1 +37.4 +32.8 +33.3 +33.7 +34.1 +34.5 +34.9 +35.2 +35.6 +35.9 +36.2 +36.6 LIMITS FOR END ZONE 5 LISTED IN ASCE 7-10. 00-MPS14-450 12'x 10' 16'x 10' 6 ADHERE TO ALL LOCAL IMPACT PROTECTION 01 40.7 -41.2 41.8 -02.3 42.8 •432 -03.7 44.1 44.5 44.9 -05-3 392 -39.7 -402 -40.7 41.2 -01.6 42.1 23 -02.9 43.3 43.6 +33.1 +33.6 +34.0 +34.4 +34.8 +35.2 +35.5 +35.9 +36.2 +36.6 +36.9 +32.4 +32.8 +33.2 +33.6 +34.0 +34, +36.7 +=5.1 +3540 135. 6.0 S O FICAfIrP ON IS OFFERED FOR THE vaae oescRmnotw 12'x 12' 16'x 12' =nn R F THE HOST STRUCruRe. -39.7 40.3 40.8 41.3 41.8 -02.2 42.7 43.1 43.5 43.9 44.3 -38.2 -38.8 •39.3 -39.7 40.2 -40.61-4,1.1 -t1.5 _411,42.2 42.6 B. CEP AS EXPRESSLY PROVIDED HEREIN,NO +32.4 +32.8 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 +35.4 +35.7 +36.0 +31.6 +32.0 +32.5 +32.8 +332 +33.6 +3•.9 4,63 +341 +34.9 .2 TION RTIFICATtONS OR AFFIRMATIONS ARE 12'x 16' 16'x 16' (� DED• 38.2 -38.8 -39.3 -39.7 40.2 40.6 -01.1 41.5 41.8 42.2 -42.6 36.7 -37.2 -37.7 -38.2 -38.6 -39.0 �3�.4 -�9.8 40Z X0.6 -40.9 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • •