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WS-16-9 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250374 Permit Number: WS-1-16-9 Scheduled Inspection Date: January 29, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CORONA, HENRY&JEAN Work Classification: Window/Door Replacement Job Address:499 NE 102 Street Miami Shores, FL 33138-2452 Phone Number Parcel Number 1132060170850 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 2 IMPACT DOORS AND GARAGE DOOR. 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 January 28,2016 For Inspections please call: (305)762-4949 Page 21 of 33 !' " �0 Miami Shores Village � �l JAN 6 2016 Building Department �A 10050 N.E.2nd Avenue Miami Shores Florida 33138 V Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 0-1 BUILDING Master Permit No. � — PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: y 9 9 ME. 5T. City: Miami Shores County: Miami Dade Zip: 3308 Folio/Parcel#: 11 "3ZC)U-01 -0b50 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): J1�W COiZOMIN Phone#:0 5 1 Vq Z 25o-2 Address: 4 4C1 Nt= 102 5r' City: t tnl 5KOPx5 State: Fl-- Zip: 5313(5 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLO el Off' '140VI I I-IMCOe rkk5 T- Phone#: %--,4•7gIZU y V5 Address: g01(7 5UD 3u 6,UE City: A OU4 W00-0 State: F L- Zip: 333)z Qualifier Name: Uj4p'-yk)E7- T. J30E4Njar Phone#: State Certification or Registration#: an CC CDd8Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��0�-,S Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Wor D n O S, a Lo/- "Do C) Specify color of color thru tile: Submittal Fee$ Permit Fee$ ( CCF$__CO • CO/CC$ Scanning Fee$ 'CO Radon Fee$ DBPR$ Notary$ Technology Fee$;P2 Training/Education Fee$ a-OC) —90 Double Fee$ 60 Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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. 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 Signatur WNER or AGENT CONTRACTOR The foreg was ' Arstrument acknowledged before me this The foregoing instrument was acknowledged before me this Z-5 day of QkQ 20 1� by Z:�) day of CeC 2015 ,by Jk5W C_07-010N who is personally known to Lx--,p,,4� T• Boemtzti-who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. y NOTARY PUBLIC: NOTARY P C: Sign• //�� Sign• / Q y Print: 2'� P?Ae l�OV7AP-P! Print: ,,,,„„ CIg , SON be�2s.2 ens Seal- ANTONIO ANTONIOIiERNgNp� Seal: * * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 N�9jFpF FLO�\�¢ Bonded Thru Budget Notary Setvioes APPROVED BY ` �° Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 . s . . THE. FFI EE APPRAISER Summary Report Generated On:12/17/2015 Property Information �} Folio: 11-3206-017-0850 Property Address: 499 NE 102 ST Miami Shores,FL 33138-2452 Owner HENRY CORONA JEAN CORONA Mailing Address 499 NE 102 ST MIAMI SHORES,FL 33138 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT • Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,217 Sq.Ft Living Area 1,684 Sq.Ft Adjusted Area 1,935 Sq.Ft Taxable Value Information Lot Size 9,350.88 Sq.Ft 2015 2014 2013 Year Built 1951 County Exemption Value $0 $0 $0 Assessment Information Taxable Value 1 $371,3241 $339,9871 $317,421 Year 2015 2014 2013 School Board Land Value $224,380 $196,427 $173,763 Exemption Value $0 $0 $0 Building Value $134,676 $131,193 $131,193 Taxable Value 1 $371,324 $339,987 $317,421 XF Value $12,268 $12,367 $12,465 City Market Value $371,324 $339,987 $317,421 Exemption Value $0 $0 $0 Assessed Value 1 $371,324 $339,987 $317,421 Taxable Value $371,324 $339,987 $317,421 Regional Benefits Information Exemption Value $0 $0 $0 Benefit I Type 1 2015 2014 2013 Taxable Value $371,324 $339,987 $317,421 Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Sales Information Previous Price OR Book- Qualification Description Short Legal Description Sale Page 6 53 42 PB 15-14 Corrective,tax or QCD;min MIAMI SHORES SEC 4 AMD PLAT 03/22/2013 $0 28646-4306 consideration E1/2 OF LOT 23&ALL LOT 24 03/22/2013 $350,000 28571-1526 Qual by exam of deed BLK 92 11/01/2004 $441,500 22843-2053 Sales which are qualified LOT SIZE 77.280 X 121 05/01/1987 $117,000 132943426 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 12/17/2015 3 £t d �e*t° it .' s it Miami Shores Village Pert ,y` „Witlo� 10050 N.E.2nd Avenue NE Glass, ci#£ t ni RflAi 1t11' p 4lirreIn ',�•'hy "" Miami Shores,FL 3313&0000 'ermi tatus AP ' _ Phone: (305)795-2204 t£a,� 11 *01 ; Expiration: 07/10/2016 Project Address Parcel Number Applicant 499 NE 102 Street 1132060170850 HENRY&JEAN CORONA Miami Shores, FL 33138-2452 Block: Lot: Owner Information Address Phone Cell HENRY&JEAN CORONA 499 NE 102 Street MIAMI SHORES FL 33138- 499 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 9,045.00 FLORIDA HOME IMPROVEMENT (954)792-4415 Total Sq Feet: 0 Type of Work:REPLACE 2 IMPACT DOORS AND GARAGE D Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.00 Invoice# WS-1-16-58226 DBPR Fee $2.00 01/06/2016 Check#:21602 $50.00 $109.00 DCA Fee $2.00 Education Surcharge $2.00 01/12/2016 Check#:21636 $ 109.00 $0.00 Permit Fee $130.00 Scanning Fee $9.00 Technology Fee $8.00 Total: $159.00 In consideration of the issuance to me of this permit, I agree to pert the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, stat ents or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done Vy eit er myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDO SJte ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informs o and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abov ato do the work stated. January 12, 2016 Authorized Signature:Owner / Applicant / ContraVor / Agent Date Building Department Copy January 12,2016 1 JAN 0 6 2016n- , S Q Specialty EritineerOtg Consultants,Inc. g6{afFs. Wind Vol In South Florida a i 5 1599 SW 30 Avenue.Sults 020 `�' air' DadeBmward Palm Beach Boynton Beach,FL 334328 4> Rink Cat.1 165 1.56 156 I.ow risk-w humans f she C, ° FL CA0009217 5 s�� Risk Cet.2 175 1 70170 Single FamilRmidemxs ae; to Ri.k Cat 3&4 186 1 180 1 180 Essential Fa hu. -J P,-g h (GCp-GCp�) IttNunctiorns fbrre a Use 1 Charts a wind pressures based on One mean roof height.And shell not exceed W-(r. 2 n res are for an enclosed shu0ets or other impact resistance n - V(mph) 17s 1620 FBC far HVHZ,or Fig.26.5-la 3 User shell detem nine the mean roof helltht,(Eave he +Roof Pea Risk Category 11 Table I.5-I•page 2 4 End=no distance is the lessor of 70°h of la 10°k of wtdtit or 40%of the mean roof=== ht end rmt less than Exposve C Section 26.7 5 If 50%of a component 0 b e articular zone then that component b considered to be in zone wlth the ma of the area.If questionable then ace N Zone 5 Kd 0.85 Table 26.6.1.page 250 6 Each com ne window,door,mullion has a tdbula area that is area to be used.Area of components to rounded down but shall not be less than 10 of. K4 i Figure 26.&1,page 252 7 IFor NOA's that require a Kda1.0 then multiply the values fisted herein by 1.15. l GCpi 0.18 -0.18 0.55 8 Wind pressurea are based on Allowable stress design. 1 pitch of roof 3112 14.0 degreca 9 n assures hated herein are valid for Exposures B and C and exposure D.max roof how 30 _ theta 14.0 degrees 10 Chants end values Dated herein are only valid when sioned.dated and sealed by Gary McDo le PE 056214 or Mark LeBlanc PE 035683 ' 11 Wind design pressures are calculated in accordance with ASCE 7-10 Method 2 - t2 No reduction is taken for slopes less than 10 degrees. Area of- t Ara of Arca of t Ara of Ares of Am of Area of opumortent Arca of t Arm of Ara ofoornporrent Ara of 10.0d 15.0 of 20.0 of 25.0 of 30.01 35.0 sf 40.0 sf 45.0 sf 1 50.0 of 55.0 sf 60.0 sf Morn Roof Haight Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 42.2 -51.3 41.8 -50.6 41.4 -49.8 41.0 49.0 40.6 48.3 -40.2 47.5 -39.8 46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9' 35.4 35.4 16 1 -44.0 -54.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 1 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 -40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 43.5 1 -52.6 43.0 -51.8 1 42.6 -51.0 1 42.2 -50.2 1 41.8 49.4 1 41.3 48.6 1 40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 1 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 44.9 -54.3 -44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -58.1 45.8 -55.6 1 45.3 -54.8 44.9 1 -54.0 44.4 1 -53.2 44.0 1 -52.3 43.6 1 -51.5 43.1 1 -50.7 42.7 1 49.9 42.2 49.0 41.8 1 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 1 48.0 1 -59.2 -46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -56.8 46.5 1 -55.9- 46.0 1 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 1 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 0 1.8• • 4L5*• •41. •X0.8 40.8 40.4 ®%49f40 0 10 M,?, 39.9 28 49.5 51.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 .-45.8 454.2 •4f.4• 4-536 44.9 -52.4 44 4% 1 -44 0-0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.t 43.1 42.6 42.6 { $2.1: 4:6 �41.g 011.1 41.1 v40. 29 49.9 51.6 48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 00 i4.6 •45.i t53p • - I -52.8 11% � . .A /5� 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 ((��>�.9,• .9 o 5 O 30 -51.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53. `' v45. -52.3 44.6 •o.y�l.4 Milli Shores Vil A!"rROXIM BY ®ATE •0 0 0 00ST 0 : : • :. : : � � ; 0�5 :� �l,l1 0 r FPS I ` (-�`' •�k'm • • • •.• • • • •yes" ® �•NX* ®0 • •• •• • • • •• •• J � OAIDiiIDnO ! MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:499 NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR FL14991.1 +67.0 —67.0 +40.1 —53.6 35 5/8 x 801/8 NO NO YES 2 1� 1� 1� 1� 1� 1� 1� 1� 3 .(, 15-0304.02 +56.0 —64.0 .j. .l, 16'x 7' .. ... . . . . . .. 00 see 00 0 0 0 00 . .. . . . ... . . •.• . . •.• . so 0 . .. . . . .. . . .. . . . . •• •• . . .. .. 009 0 0 . . . . . 1 r r t r I , 4 i LL } Iz 71 A AAN O �.\ f,.«;. , ,. ,�, «.j...i.. •'�✓...J« � ..j. l .L. ..�.....i._.. ..�. ..:..}. y1 .�... ..i }.. f..•w � ..j.... _.�««. � y. LL rum 06 Ij -� � r ' I • I ; ' .3 I I t i ,i 1 � I , 4. j ;�;.. 1 I r� ' I ' I , ! } : ! I I I ( S 1 ( ; i 11 I.. i•.j 1 i 1 I .;...« ..! .; •{ •I. ,. _.�.»x. .11,. ! ' ..�•. .�.y�r(. ..�.+� }. .!....�. a. .«�««..«, I � .. 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Florida Building Code Online Page 1 of 4 Mills FlOdda D2p3r[mEin� BG75 Home Log In user Registration Hot Topp Submit Surdiarge Stet&Facts e: Busines (', Professitnal i Product c User Approval USER:Public User Regulation Product AUamwl Menu>Product or Aoolkatian Search>Aon QU2n list>Application Deull FL# 14991-R1 Application Type Revision Code Version 2014 Application Status proved609990 *Approved by DBPR.Approvals by DBPR snail be reviewed allratitled .... � by the POC and/or the Commission if necedit. • • • • 6666•• • 600.69 • .6666• • Comments 000000 • • • ••666• Arch tved 000000 00•• • • 6•6•666 0000 00000 • Product Manufacturer rnerma T ••ru Corporation 0 • 0•0•�•0 666•• Address/Phone/Email 118 Industrial Drive •• •• •• • 909000 Edgerton,OH 43517 000000 0 00 (419)298-1740 • •g • • rickw@rwbidgeDrisutants.com • • • • • 0000 ••••• 0606• • • • • • • • • ••000• Authorized Signature Vivien Wright 00 00 0 0 rickw@rwbidgconsultants.com •• • Technical Representative Address/Phone/Ercall Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior DoorAssemblles Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By Ryan J.King,P.E, M Validation Cheddist-hardcopy Received Referenced Standard and Year(of Standard) SULM111111LIA Year ASTM E1300 2004 TAS 2D1,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted 02/09/2015 Date Validated 02/11/2015 Date Pending FBC Approval Date Approved 02/17/2015 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx... 6/25/2015 Florida Building Code Online Page 2 of 4 Summary of Products FL# Model,Number or Name Description 14991.1 a."Traditions' 3'0 x 6'8"impact"Steel Single Door-Inswing or Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.1 NAMI Cert.Dd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.1 for Design Pressure Ratings,any F-L14991 RI II Inst 14991.1.odf additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports x14991 R1 AE Eval14991.1.odf Created by Independent Third Party:Yes •••• 14991.2 b.'Traditions" 310 x 68"Impact"Steel Single ooh Sldelite Tn*Aing •••• • or Outswing(XO or OX Conffguratlens)+ • + • • •••• • •••••• Limits of Use Certification Agency Certifl e • Approved for use In HVHZr Yes X14991 ill C CAC 14991.21dANJP%rt,ndf • • • •••••• Approved for use outside HVHZ:Yes Quality Assurance Contract EW%rSlon Date �•�� • Impact Reslstant:Yes 03/31/2016 • • • • Design Pressure:N/A Installation Instructions 0090 •++• ••••• Other.See INST 14991.2 for Design Pressure Ratings,any FL14991 RI II Inst 14991.2.ndfSege • +*0 6 0• additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmid PIE.43409 • • • product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third�8rt)P Yes •• • •*so:•• L'valustlon Reports •••••• • • FL1 991 Ri AE Eva[14991.0f• 0 • Created by Independent Third Party:Yes •••••• 14991.3 c.'Traditions' 3'0 x 6'8"Impact"Steel Single Deer wiNh Sldelltev-dwiWing • • or Outswing(OXO Configuration) 0 +• 0 Limits of Use Certificetlon Agency Certificate Approved for use in HVHZ:Yes FL14991 R1 C CAC 14991.3 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Othert See INST 14991.3 for Design Pressure Ratings,any FL14991 111 II Inst 14991.3.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 III AE Eva!14991.3.ndf Created by Independent Third Party:Yes 14991.4 d.Irraditions' 610 x 61'Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZt Yes Fr 14991 RI C CAC 14991.4 NAMI CerLndf Approved for use outside HVHZe Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Others See INST 14991.4 for Design Pressure Ratings,any FL14991 R1 II Inst 14991.4.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval14991.4.odf Created by Independent Third Party:Yes 14991.5 e.'Traditions" 6'0 x 6'8"Impact"Steel Double Door with S[delites-Inswing or Outswing(OXXO Configuration)c:onfigurations up to 8'0 In height) Limits of Use Certification Agency Certlfleate Approved for use In HVHZi Yes FL14991 RI C CAC 14991.5 NAMI Cert.odF Approved for use outside HVHZr Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.5 for Design Pressure Ratings,any FL14991 111 II Inst 14991.5.pdf additional use limitations,Installation instructions and Verined By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.5.odf Created by Independent Third Party:Yes 14991.6 f."Profiles" 3'0 x 6'8"Impact"Steel Single Door-Inswing or Outswing (X Conflguration) h4://www.floiidabuilding.org/pr/pr app_dtl.aspx?paratn=wGEVXQwtDquZRj59%2fDrx... 6/25/2015 Florida Building Code Online Page 3 of 4 Umits of Use Certification Agency Certificate Approved for use In HVHM Yes FL14991 R1 C CAC 14991.6 NAMI CArt,pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Others See INST 14991.6 for Design Pressure Ratings,any M14991 R1 II Inst 14991.6.odf additional use limitations,Installation instructions and Verified By;Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.6.odf Created by Independent Third Party:Yes 14991.7 g."Profiles" 3'0 x 68"Impact"Steel Single Door with Sidellte-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use In HVHM Yes FL14991 RI C CAC 14991.7 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 0000 Design Pressure:N/A Installation Instructions a • Other•.See INST 14991.7 for Design Pressure Ratings,any ELi4991 R1 II Inst 14991.7.&f ••• •••• 009*:* additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.I.43409 • • • product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third�i ii'iYu ••••• ••••i• Evaluation Reports • FL14991 R1 AE Eval 14991.7" 1•••e • • • Created by Independent Thlyd PvA*b)ks •••• •••• •.••• 14991.8 h."Profiles" 3'0 x 6'8"Impact"Steel Single Door with Sidelites-insuring • • or Outswfng(OXO Configuration)*•••• ***too ••••• Limits of Use Certification Agency Certificate •• •. • #00000 Approved for use In HVHZ:Yes EL14991 R1 C CAC 14921.8 Mild • •• Approved for use outside HVHZs Yes Quality Assurance Contrail I1Prtpih11fd&Date• • ••••i• Impact Resistant Yes 03/31/2016 • • � • D n Pressure:N/A Installation Instructions • • :000 • • Other.,See INST 14991.8 for Design Pressure Ratings,any FL14991 RI II Inst 14991.8.Ddi a• i •••• :•••• additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 • • • product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes •• • Evaluation Reports FL14991 RI AE Eval14991.8.odf Created by Independent Third Party;Yes 14991.9 "ProFlles- 6'0 x 6'8"Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limits of use Certification Agency Certificate Approved for use In HVHZ-.Yes fL14991 R1 C GAC 14991.9 NAMI Cert.odf Approved for use outside HVHM Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.9 for Design Pressure Ratings,any FL14991 RI II Inst 14991.9.odf additional use limitations,Installation Instructions and Verifled By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party;Yes Evaluation Reports FL14221 Rc. AE Eva[14991.9.ndf Created by Independent Third Party:Yes 14991.10 j."Profiles" 6'0 x 6'8"Impact"Steel Double Door with Sidelltes-inswing or Outswing(OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAD 14991.10 NAMI Cert.ndF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.Yes 03/31/2016 Design Pressures N/A Installation Instructions Othen See INST 14991.10 for Design Pressure Ratings, FL14991 RI II Inst 14991.10.pd any additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product Darticulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.10.2_df Created by Independent Third Party:Yes 14991.11 k."Profiles" 3'0 x 8'O"Impact"Steel Single Door-Inswing or Outswing (X Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZs Yes FL14991 Ri C CAC 14991.11 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.11 for Design Pressure Ratings, F1.14991_R1 II Inst 14991 11 ndf any additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 5 9%2fDrx... 6/25/2015 Florida Building Code Online Page 4 of 4 FL14991 R1 AE Eva[14991.11.Ddf Created by Independent Third Party:Yes 14991.12 I."Profiles" 3'0 x 8'0'Impact"Steel Single Door with Sldellte-Inswing or Outswing(XO or OX Configurations) Limits of Use Cert(ARcatlon Agency Certificate Approved for use in HVHZ,Yes EL14991 RI C CAC 14991.12 NAMI Cert.Ddf Approved for use outride HVHZ:Yes Quality,Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure-N/A Installation Instructions Other:See iNST 14991.12 for Design Pressure Ratings, FL14991 RI II Inst 14991.12.Ddf any additional use ilmltatlons,Installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FI-14991-Al—AE Eval 149 1.12.W Crested by Independent Third Party:Yes 14991.13 m.'Profiles' 310 x 810'Impact"Steel Single Door with Sidelitr•*616ii g or Outswing(OXO Connguratlo%) • •••• •••••• Limits of Use Certification Agency Certlficatte• • s • •• Approved for use In HVHZ:Yes FL14991 •••••• • Approved for use outside HVHZ:Yes Quality Assurance Contract Explaotl6n Date• •••••• Impact Resistant:Yes 03/31/2016 00000411 • • • •••••• Design Pressure:N/A Installation Instrut*ionr •••• 0000 • • Other:See INST 14991.13 for Design Pressure Ratings, FL14991 RI 11 Its 4 df • • • any additional use limitations,Installation instructions and Verified By: Lyndon F.Schmidt, -43409 eggs ••:••• product particulars.(Nobe-Glazing meets ASTM E1300-04) Created by Independent Third Own Yrs •••• goo** Evaluation Reports • • • • • FL14991 RI AE Wal14991.&Opilf o •• • •••••• • Created by Independent ThirdT • • • 14991.14 n."Profiles" 6'O x ST"Impact"Steel DoubleeDoor 4Inswing It"AAft :see*:• (XX Configuration) • • • •••••• Limits of Use Certification Agency Certificate • • • Approved for use In HVHZ:Yes FI.14991 RI C CAC 14991.14 NAMI Cert. ilf •0 e Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.14 for Design Pressure Ratings, FL14991 111 II Inst 14991.14.0f any additional use limitations,Installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.14.Ddf Created by Independent Third Party:Yes 14991.15 o.'Profiles" 6'O x 8'0'Impact"Steel Double Door with Sidelites-Inswing or Outswing(OXXO Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ-Yes FL14991 R1 C CAC 14991.15 NAMI Cert. Approved for use outside HVHZ-Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressurer N/A Installation Instructions Ot en See INST 14991.15 for Design Pressure Ratings, FL14921 RI II Inst 14991.15.Ddf any additional use limitations,installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval14991.15.Ddf Created by Independent Third Party:Yes 600k Neat SAritart.Lk::1940 North Monroe Sfnuw.Tallahassee 32399 Phone:8SD.487-1824 The State of Florida Is an ANEW employer.Coovrioht 2007-2013 State of EWda.:: ::Refund Stfftameri Under Florida low,errrsn addresses are public records.Ir you do not sem your e•ma8 address released in response to a pub ic-records request,do not send electronic man to this entity.Instead,wntact the office by phone or by traditional mall.R you have any questions,please contact 850.467.1395.•Pursuant to Seaton 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departrnem with an emaff address If they have one.The emans provided may be used Por official communication with the licensee.However emas addresses are public record.If you do not wish to supply a personal address,please provide the Department with an eman address which can be meds available to the public.To determine N you ars a licensee under Chapter 455,F.S.,please dick haL. Product Approval Accepts, hLeurity Nk lhit, htip://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquZRj59%2fDrx... 6/25/2015 R W R W Building Consultants, Inc. B Con Wlh%and Engin ing swAa for ft Building Industry C P.O.Box 230 Valnac,FL 33$" Ph=313".91W Florida%eal of ftoft dal Wnem ectmcm orAugdorhzdw No.9813 Product Sub Category Manufacturer Product Name Category SwIngkV Therme Tru Corporation "Traditions" Exterior Exterior Doer 118 Industrial Dr. Steel Door Doors mobiles Edgerton,ON 43517 inswinglOutnWng Phone 418.2618.1740 -h"wr Scope: This Is a Product Evaluation report Issued by R W Building Consultants,Inc.and Lyndon F.Schntt%%P.E.(System iD 0 IM)for Therms Tru Corporation based on Rule Chapter No.81 G20 3,Method 1A of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt P.E.do not neve nor will acquire financial inteerest in the company manufacturing or distributing the product or in any other entity Involved In the approval process of the product,w, herein. 1. This product evaluation d w tg has been developed In compliance with the titin Edition(2014)Florida Building Code(FBC)structural requirements Including the"Ftigh Velocity Hurricane Zone°(NVH48ee the Certification Agency Certificate for sizes,specifications and ratings. 2 Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When used in tho"HVK "the opaque door complies with section 1826 of the Florida Bulkling Code and does not require an impact resistant covering. 009000 4.Whan used In ares outside of the"HVHr requiring wind borne debris protection,the opaque door compiles Ih Section 1W9.1-2 of•••• • the FBC and does not require an Impact resistant covering.This product meats missile level"IP and inclu ih VAnd ZontA,94denned •. In ASTM E1996 and Sedon 1x309.1.22 of tine FBC. .."" '0*0000 •••••• b. For 2x stud framing conal uction,anchoring of these units shalt be the same as that shown for 2x buck menra c1orlstrUtM. :*so*: B Site conditions that deviate from the details of drawing FL-14991.1 require further engineering attalysia•iir a Ikem6&wilneer op• •• registered archltact ...... .... ..... 7. Outswirp configurations using coastal sill Item#W mets water Infiltration requirements for 1-fVHZ". • • • .. .. .. . ...... S. inswing configurations and outswing configurations using Item#31 do not meet the water Infiltration requipmentl for the,"HVV shall....:. be Installed only In non hatbble areas or at habitable locations protected by an overhang or canopy such that the angit betel the . . edge of c or overhang to sill Is lege than 45 degree& . ...... 9. When used In the"HVHT,steel must be rotec ted as in FBC Section 2222.6. •• • •••• • • p ' 10. See drawing FL-14991.1 for size and design pressure limitations. Suppor ft Documents: 1. Test Report No, Test Standard Testina Laboratory Signed by ETC 01-741-10x-2.0 TAS 201,202,203-94 ETC Laboratories Joseph L Doldan,P.E. 2. Dlawlna No. Pralnared bt► t®crrairysr� ManedA Seated by No.FL 3. Calculations Building�Consultants.Ir1s:.(CA X13) 'eyes®+ti f 1G�f��0�'��®®� Lyndon tined 8 Sealed by P.E. Anchoring RW Bulding Consultants,Inc.(CA#9813) No A3e09 +Lyndon F.Schmidt,P.E. •: .O 6 m eN u�� si• STAi E OF =,'W n f3 1t;?DC7 Lyndon F.Schmidt,P.E. FL PE No.4309 sheet oft `°b rsaaa2tias NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: N1005312.01 DATE: 03/22/2012 . CERTIFICATION PROGRAM: Structural ,. COMPANY: T m -Tr CODE: T-052-1Oil — " �rr� e, To verify that the"Notice of Product Certification"is valid,please visit www.NAM,ICertification.com to assure that the product is active and currently listed.This certification represents product conrotmity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAW if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing&Out-Swing Edgerton,OH 43517 Opaque Wood Edge Steel Door Configuration:X Frame: W-953mm(37.5") H-2083•tjA(EV.0") •• • • ••• Panel: W-915mm(36.00") H.20ffm*m*?%25") 000 • ••• SPECIFICATION PRODUCT RATIN * , ;,,• TAS 201/202/203-94 Design Pressure=+67/-V1 Alf Large Missile Impact l aIM: •• •• Wind Zone 4-Missile Lgvel Q •••• 01atific9 confipmtiom:X• • • • i •••i Product Tested By: ETC,Inc. Report No: ETC 01-741-10622.0 Expiration Date: March 31,2016 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE,INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 THERMAITRU THERMA TRU DOORS 1 1 8 INOUBTNIR.L ON.. EDOERTON, CH 43517VMMAX �OLLWmiH� �N*asT $ 'TRADITIONS" a3 STEEL DOOR d INSWING/OUTSWING ® ® Z "IMPACT' GENERAL NOiES Y. This product m ck tng drawing has been developed in cwnpftme wlih the 5Bw Edtlfon P141 Rift BU30V Code{iBCJ v t ,+^ �hcnt the'1 O Velody Wftane Zone'PMM.See to CaUcaffm AgeMy Ceram forst m Vmfcaffore and c E4 m Gam, 2 P?Wuct anetwrs shag be cs fated and Matmd as stwtim an dots&Arm*w embel nW to base materbl ihd be beyw-d%,d drmftoratuceo. ® o 3. WhenmdInthe?i Wthe ow*mdaoreomptm%MhSecHonIMofthe MCand dowmlmobs cnWpael,a*lm0 d covethtg 4. When used In mam outside of the"iW mgWft wtrni to, debt txoteeNon iho aPa4w door cotrplbswHh SeCBon 1609.1.2of the MC and does mtmmft cn impact rm*WM ccv8 ft This pmdud meet mhft fevW 1p and inckrdes Wind Zone 4 m defined in ASTM E 1996 and Section 1609.1.22 of the FBC. S. For 2t stud fromhv comtrucbrh andwring ofthese uds drill bathe swe m MW show.far 2t buck masonry omwme bn. a n 6. Site cord ftm that deviate ham the detofls of ft dmft requke hiiher engineehg by a Ooensed engh wow 7. Oubwhg contigumRam using eotistai$M Ham 939 meet waWhlt aftn requirements fatl*'Hr 8 lrw&g eanBgu ftm mid aulsvdng M ushig g Hem"do rot mit fhewcrWhftmtbn wg4wnw is fbrthe %VHV and shall be instatted w*kr nanftbttobie orem otat hohffable bcaftm potected byan ovalh or rnnapy arch 5 that the arrgte bet~the edge of cmww ar overhmwg in si Is laamm 4s degrees. - $ V. When wnedinthe'ff".fled AmtbeprohKtedm gmdftd th FW Sscffw 2ZML- TAWCFCONMO • nso Typh:deWvafio 8 row2 DocrparreldeltO • • • •• U MNG 37Jr x 8200' W.0 -67.0 03 13 12 3 H crmtsecRam SWd: N.T.S. OVISWNG 37.90"x 90 +55,0 -67.0 oAa er: JK4 Vedkwl tl>osa sections lwl lowp�bump ftesh m EM of MORM 6 Ru nwe -iXbudsmmmvycmW=fbn • • • • • • 37$0"x 80.96, t7 a (wl Mah dam bump ttutstald) i7.0•• i • • FL-14991.1• • • •• • • q mua ! - 7 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0, 41 EXTERIOR44 ws IMERIOR HCl m 4 4636WMA X. DOOR 1 In PANE.WIDTH 2 Toru CROSS goo ® ®son- 2 I ��` f'`Y`'i• ral ID DOOR TJ3' r� 41 00• •• • • • • ••• • L i 1 VWXA!CROSS SECTION • • • • • • • • • o•r,03 13^}2 z `�" �• N.T:S. •nIN • ••• • • ••• • o�c•n LF-S' 3 NOTE DOOR WOODCOMPONEKm FMJSG0.421 • • • • • • • • • • FL-1499!.1 •• • • •• • • • • • • 0 • •• • • • •• •00 • s¢tt 2 a 7 ° ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 N s is Pet ® ® UTTEIOOR 11 b• .0 ' q ♦ �a1fj El • do� 1 Zym3wR 7 3 3 40 8 17 3 20 C A 8 3 t-us'raaw. E Bata.ITrr.) de 3 4 S �1ALCROSSSECTtON b I C 4 0 4 3l�vmw it(uIM K 27409 10 K INTERIOR INTERIOR 11 _ .a,• _a • a •a ' EXTERIOR EXTERIOR . 8 40 7 d a z A CSiNK •• ••• •• • • • •• C3tNK L 0,3/13112 = t-tr4^Mnv VJ Tt►PdN C 6 o n N.�� • ••• • ••• • E en EOMMAL CROSSSECWN • • • • • • • • • • �+/O�Ii MASECTION °•.'L ft'AM co ffo—F— • • • • • • • • DAB.uyp.J FL-•• • • •• • • • • • • ��9 gym+•• • •• • -` ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• e• ••• • • ••• • • v `� —C!O D 41 hs It 6a B ` A C (f• sd ►N1ElnOR INTERIOR RD 40 14 a B 7 8 7 39 INTERIOR EJtTT3RIOR B INTERIOR D(TERIOR 7 lei �VMMCAL CROSS JLC E p Z VHhJCAi N 4 lrmvht8 txnlfpurai a� Shownw/iXsub-�udc INTERIOR EXTERIOR - INTERIOR EXTERIOR 5 ilCAL CRS SEGTlON 40 32 I ��w�tt�fnfl�In X10 B 3,1 n3quitemef� 7 id 31 • •• • • • • ••• • •• ••• •• • • • •• �GJ 13 12 ° 5 F N.T.S. 3 VERt1 CAl CROSS SECIIGN r4"\Mr"CROSS SECTION raw en ix its s 4 ��9�� 1 • ••• reqeute�mefWds eske • • • ••••• ••i•••i •••• ••• •• e•ffgenefdnotes sheet l DRUM M, d •• —14991.1 Vai• i i •• •• • awr 4 ew 7 O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • At�t�t • 1 '' I I .. 777 Y lei 16 MASONRY �'EAD MASONRY IYP.HEAD OPENING J>iHMBSS OPENING i JAMBS C FRAME ^i p t,94 ¢d ?X BUGIC 9J(BUCK 14 M na 8 � a CONCRMANCHOR NOW: NMARCHU fG SMUJAMB t1UAEANDtOlrtfRiMRWJAAW 1.C—mte anchor toaaftans of the comers may be=MW to mahstdn the"m MUMM 2K buck cortShue9an edge dtsfance to morfarlants. 2 Canmft ancharbecIfors now as WAX ON Cuaw mud be adpmw to mahtdh the mtn.edge dstance to mortcrjcb is add fonal concrete anchors : my be requked to MMM f to MAIC ON C&4rj "drraensfan are not a=eeded. 3.Concrete anchor table 9 �N1F fY{9K }�:�C1�t�' ••i i i ••• i i ••• K x ~� 11' •• • • • • ••• • YAJrCON°.. 1'1/4" T •• ••• •• • • • •• 03113112 ELGO 5ML N.T.S. 1/4• 1-1/c r 4 27 o.a or J l0.TRACOUf • . ° ••e • CNX er. tJS ¢ Y WD SCREW M ALLA NOIES: owae°w, e i.Mawatn o minimum Sff edge dWanee,P end fie.8 1•o c spadr et i i i i i i wscrews ews to prevent the SPS*g of wood. • • • •• • • • • • • !?tTAll LA i intmirn FL-14991.1 u • •• • • •• • •• • • O ••• • • • • ••• • • • • • • • • • • • • ••• • If • ••• • • I MASONRY TYP.HEAD 9� OFB UNG a JAMBS N 4 ff 5f 6 6 ud G Ix auccK 14 F 27 p i � ffi � UIP 4 WA-UW W= SAMJAMtI AAMEIMICIIDIGW KMEAW.. 9 ' M=my 1X buaki CONCRETEANCHOR NOTES; 1.Concrete anahcrrocal=at the cornus may be aultWad to n *ztah the mh- edge dMance to mortarjahrS 1 2 Concrete anchor bcoram noted cmWW.ON CD(W must be acWff d to ftvlh afn the mtn.edge Clone to mortor ffikft addVkm l concrete anchors may be mq h d to enam the WAX ON C&OW&nen n are not exceeded. i &Concrete anch r tabie. NUMUMIL 17MCMINAW"I :. a • •• • • • • • _ TAPCON• T/� 1-1i4 Z" 4' •• •:• • ••i ••• i i ••• oe{'i O.T 13/12 1°s N.T.S. 9 TAPCANe opo.an JK v "Wo-SCREW RMTAIJARON HOM • ••• • • ••• • on LFS ; t.MabNabf a mfMrrwm S/8'edge dWwice,1'end dVanee,&1•o c • • • • • • s • • • nnerw d spacing of wood screws to prevent the m9fsrg of wood • • • • • • • • • • FL-14991.7 ^ •• • • •• • • • • • • • • • T or- a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � i RUMAIAMMU F 1XB�055YQD2XBUCKSGm0.55 WOOD ` a aMAX.14 SHIM SPACEwo1aD1 4'X 4A PRi ELCO CONCRETE SCREW sn�. \MASONRY`3000 PSI MN.CONCRETECONFORWNGTOACI wCONCRETE 301 OR HOLLOW BLOCK CONFORMNG TO ASTM C90 Y F I 1/4X1-14'TTW CONCRETE SCREW STEEL � a G 3/1CX3-IXPFHTIWCONCRETE SCREW � 2. H ,4°x3-1 f PFH FTW CONCRETE SCAN I 1/4°X 2-1/4 PFH ITW CONCREfESCREW STEEL J 1/4°X 33/4'PRH ITW CONCRETE SCREW STEEL K #10X 2'PFH WOOD SCREW Sly ) � L 810X2-112"PTH WOOD SCREW STEEL � 7 SHORT REACH COMPRESSION WEATHER,SFRIP w 8 1 LONG REACH COMPRMWN110b1PfAt!<THT6QROiDLOMIHtraFea c 9 CX4'HNGE0rTHlL DSCREW pi!NGETOSTEEL 1 11 A10XI"PR, 1 1 -KWIKSETSIGNATURE SERIES STEEL 19 HEADER JAMB �,=0:42 WOOD 57S,---------- 12 20 SW JAMB JSG k OA21 WOOD I- 21 DE&MOLT-KWUS SIGNATURE SERIES STEEL 27 LATCH STRIKE PLATE ST 2B DEADBOU PLATE STEEL _ + -TT BUMP FACETHRESHOLD LOW PRCXHLE ALUM./WOOD 33 DOOROMSWEEP s J�USYMSADMEMRESHOLD ALUM.CCOMP. ATER WN THRESHOLD 411 STEEL DOOR- DOOR PANEL DEM SHEET FOR DETAILS a 41 DOOR SKIN:25GA.(.018"MN.Fy=27.830 P9 MINJ STEEL 42 TOP RAIL COMP. 43 LATCH STILE wOOD 460 MIN 44 HINGE STS.E WOOD 2.3e 4s m 1 W1 POLYI� 1. D . . . : • ADAPT{ •' T- R r 1 •• ••• •• • • • •s � � X03 13 12 S mr.s. t WA1>eDAIM,Nttlrofo •r JK m . ••• • . ••• • m.� LFS s • • • • • . • • • • oxwws lick- 10 s • • • • • • • • s • f1-14991.1 `= • • • •• • • �� 7 • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 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.8ov/economy DAB Door Company,Inc. 12195 NW 981h Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 16'-2"Wide w/ Window Lite Option(DP+56.0,-64.0 PSF) APPROVAL DOCUMENT:Drawing No.00-18,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 08/24/2000,with last revision I dated 03/09/2015,prepared by Al-Farooq Corporation,sighelltwd sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control rchwat stampAW the Notice of Acceptance number and expiration date by the Miami-Dade County Pro4yjt•�gntrol ee1ion. •• • MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 069:69 G LABELING: A permanent label with the manufacturer's name or logo,manufacOridg address,%bel • number,the positive and negative design pressure rating, indicate impact rated if gpp)�eWple,ins...on .....• instruction drawing reference number,approval number(NOA),the applicable test ft^rds,gbAtht; ...... statement reading`Miami-Dade County Product Control Approved' is to be locatadcnAbe door's ade track, •• bottom angle,or inner surface of a panel. • 0 • • • 0008:0 .Geese RENEWAL of this NOA shall be considered after a renewal application has been filed and OW has/Seen no changg....; in the applicable building code negatively affecting the performance of this product. • • 000:00 ' GG G 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#14-0814.05 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.15-0304.02 MIAMI-RADE CouNTY Expiration Date:February 22,2020 Fil Approval Date: April 23,2015 ?effils17� 1� . Page 1 DAB Door Coravanv,_Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.00-18,titled"Sectional Garage Door",sheets I through 5 of 5,dated 08/24/2000,with last revision I dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.03" 1. Test report of Tensile Test per ASTM E 8,Report No.HETI 08-T182,prepared by Hurricane Engineering&Testing,Inc.,dated 12/23/2008,signed and sealed by Candido F. Font,P.E. "Submitted under NOA#08-1106.05" 2. Test reports on 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and sealed by Candido F.Font, P.E. "Submitted under NOA#00-1121.01" •• • 3. Test report of Uniform Static Air Pressure and Force Entry Resista%cpsYlst,per. A•�� • TAS 202-94 on"Sectional Residential Garage Doors",prepared by jiwipane F,ttgimbring&....• Testing,Inc.,Report No.HETI 00-903,dated 08/11/2000,signed aad'sealed by Hector M. . Medina,P.E. sees 0000 .0000. 4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and OWlic Wind4l ssure ••:•- Test per,per FBC,TAS 203-94 on"Sectional Residential Garage D7Wr prepgred by *sees Hurricane Engineering&Testing,Inc.,Report No.HETI 00-904,•dat8d 08/17/2MO,Signed•"•;• and sealed by Hector M.Medina,P.E. 0000.. . . . . . 0000.. 0000.. 5. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painWd.G-40'steel panels,prepared by Celotex Corporation,Test Report No.258592,dated708/l7i!1§$,- • signed by W.A.Jackson,P.E. "Submitted under NOA#03-0210.04" C. CALCULATIONS "Submitted under NOA#14-0814.05" 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. 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. "Submitted under NOA#09-0128.03" 00?1b$K Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.02 Expiration Date:February 22,2020 Approval Date:April 23,2015 >1-1 DAB Door Company.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC,for their Insulfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on I IA0/2011 and expiring on 01/11/201,7. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their Dyplast ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016. . . .... ...... "Submitted under NOA # OS-0228.02" ' 6. Test Report on Accelerated Weathering Using Xenon Arc Li8g$htit�$•Pparatus Test per • ASTM G155 of"PVC Extrusion Material",prepared by Hurrieam Engineering& Testing,Inc.,Report No. HETI 04-A002,dated 09/27/2004,*strwd and saa4e4y ••;••• Rafael E.Droz-Seda,P.E. """ '•'• sees* 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extr 4pli.1ilaterial's;,prepareT 0 by Hurricane Engineering&Testing Inc.,Report No. HETI 04-T2S1,dated . ...l:. 11/29/2004 signed and sealed by 1. Ghia,P.E. 0''' • 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Tdst dhd Srlolt'l)ensitp Test of"REHAU non-foam PVC extrusion material",prepared by ETC La'goralories, Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J. L. Doldan,P.E. F. STATEMENTS "Submitted tinder NOA #14-0814.05" 1. Statement letter of code conformance to the 5ks edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. 04!!`1w/< Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0304.02 Expiration Date:February 22,2020 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' R VIEWER GALV. STEEL CENTER HINGE "�O ``��` _STEEL PLATE WITH ONE 5/16-18 MS W/NUT 0pT0 BE ONAL WTALLEO AT W/(4)#14 X 5/8"SMS i t FASTENED TO END STILE WITH ANY CENTER STILE 0 WITHOUT DELRON SLEEVE(STD.) O 0 1 (6) #14 X 3/4"SFLF DRILLING SCREWS i4p1 0 7-1/2'X J'X END 071 ROLLER GALV.H�INEGE 1 O O SEE BCH. A" rCENTER STILES -A 2 k �4 W/(6) a14 X 5/8'SMS- WITHOUT DFIRON SIFFVF(SIO.) WITH DELRON SLEEVE(OPTIONAL) 7-1/2"X 2-1/4"X .071" I I I r GALV.STEEL CENTER HINGE LOCK O W/(4) 814 X 5/8"SMS 2/DOOR - - - 0 WITH OELRON SLEEVE(OPTIONAL) n ° I SIL CENTER HINGE -15/1 VW X .15 THK.LATCH + - i u�i %a STANDARD LOCK B t .-. -- _. ._ _� a�1'JT�j• SPRING LOADED SLIDE BOLT(BOTH SIDES)\ g' J b el FASTENED W/ (4)014 X 1/2"S.M.S. m 5/8"MIN. LOCK ENGAGEMENT CONFORMS TO SECTION 1008 REGARDING GARAGE 0000 3 ® i o 7 X 7 GALV.AIRCRAFT TYPE - CABLE de NICO-PRESS SLEEVE/MIN. S ® TO f SAFETY FACTOR Of 7"X 3"X 12 GA ( '-'-~- ----�- -.. _ _ _. O O 1 _ I O WITH(4) 14E X 3/T4E' Ll O n SELF DRILLING SCREWS I 0 .' man I r Q BRACKET BRACKET i/ Z STD. LIFT DOOR LOW HEADROOM 1 — = =--'__ -- - m w TOTAL 0 OF DOOR OPTION 1 OPTIONAL VENT OPTIONAL FLUSH FACE '� In CDas I DOOR 'u'BARS AT (3)5°WIDE AT 7'O.C. MAX. COLONIAL DESIGN WOOD GRAIN DESIGN -`A O O it 3(2 ani HEIGHT. cDNs1 OF EACH ODOR 7-7/8'X 3-1/8"X.010' OPENING AREA NOT TO EXCEED 0 O z W-6"2 SECTIONS 18'2 SECTIONS 21' STEEL MATE _ 120 SQ. IN. ,- - MAX.DOOR MOTH - ... - V Q 6'-8^1 SECTION 18' 3 SECTIONS 21' 8 WITH(4)P14 X 3/4°SDS 16'-2' - 'n 7' 4 SECTIONS 21'- DAA DOORS INC. Y-e'5 SECTIONS 18"- CENTER STILE INSIDE ELEVATION Hurricane MOste1*Model 624/611 4 SECTIONS 18'1 SECTION 21' IF 3 SECTIONS 18.2 SECTIONS 21" RAISED PANEL EMBOSSED DOOR Max. Sine 16'-2° X 16'-0° High to OUTSIDE With Window Lite 0 tion O e'-Y 2 SECTIONS 18'3 SECTIONS 21' HAp10� tL�0= END STILE -� - e-e i iU55 ONi 18° 4 SECTIONS 21• / ESIGN PRESSURE RATING m + 56.0 PSF 8'-e"5 sECKDNS 21'- IN X 3 4'SELF DRILLING SCREWS MAY BE USED 9' 8 SECTIONS 18"- I TIN LIEU OF�I14%5/8"SMS _ — 64.0 PSF 6'-3'S SECTIONS 18^1 SECTION 21' ' R GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACTV-8"4 SECTIONS 16'2 SECTIONS 21" D ON END STILE � GENERAL NOTES 'lr-9"3 SECTIONS 18'3 SECTIONS 21' 12 #14 X 5/8"SMSo 10' 2SECTIONS 16'4 SECTIONS 21" ° 4 1. THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE QOCK BAR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 10'-J"i SECTION f8' S BECKONS 21'f0'-6'8 SECTIONS 21"- RACK CENTER STILES SCHEDULE A' INCLUDING NEIGH VELOCITY HURRICANE ZONE(HVHZ). » 10'-8 8 SECTIONS 18"1 SECTION 21' ON EACH SIDE OF 000 CENTER SIRFS CONFICURAIRCH 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. d 3 z g Q 11' 5 SECTIONS 18 2 SECTIONS 21 DOOR WIDTHS OF CENTER STILES ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL t 1'-3'4 secnaNs 18^3 SECTIONS zT' OUTSIDE KEYED LOCK -1 DRESSING OR STUCCO. 11'-6'3 SECTIONS 18"4 SECTIONS 21' 14 1 L • • • 8-O'm e-1O' 2 3, ALL BOLTS,NUTS AND WASHERS SHALL LNC PLATED CARBON STEEL. I V-9'2 SECTIONS 18"5 SECTIONS 21' • • • 1 'TO 11 10 2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN 12' 1 SECTIONS 18'6 SECTIONS 21' LOCK BAR L SHOWN • • • • • • • 12'-0 TTO 1T-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. � o m 6 6 12'-3"7 SECTIONS 21"- ALTERNATE TO IP. •8'-O"�1k80'-y10 • !I • ••• 1 '-0'TO 1S'-10' 4 12'-8'6 SECTIONS IB"2 SECTIONS Z1' SPRING LOADED SLIDE BOLT •ODOR MIOTIC • • • • • 1 -,10 TB'-10 5 5. A LOAD DURATION MCRFABE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. w 4 0 12'-8'5 SECTIONS 18"3 SECTIONS 21' LOCKS SHOWN ABOVE •• ••• •• • • • •• DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 13 4 SECTIONS 16 4 SECTIONS 2T" ® ® ® � ® � BUILDING CODE TAS-202,TAS-201 k TAS-203 FOR HVHZ AND 13'-3"3 SECTIONS 18'5 SECTIONS 21' 16 ASTM E1888-eZL,0M Ef898-08. 15-8'2 SECTIONS 18'a SECTIONS 21' EAgr:dAYAD S 9 13'-8'f SECnON 18' 7 SECTIONS 21' • • • CML ptQnUCTRiFl46MIBD 14' 8 SECTIONS 21'- • ,• __�•�_-•-f._� •• •04 h _ _,-„� 0592 eep�f(��BNIA!FtOTtOb 0'IT TO 1" 10^ 14'-O"TO 15'-10' • • • DOOR W*TH>: • • • • • DDDR WIDTHS 14'-3'6 BECKONS 18"3 SECTIONS 21' 'D 14'-6"S SECTIONS 18'4 SECTIONS 21' •• • • •• • • • • • • 14'-6"4 SECTIONS 18"5 SECTIONS 21' � IV 3 SECTIONS 18'8 5(:CTIONS 21" 18 • � EM ® � a2015 drawing no. IS'-3'2 SECTIONS IB'7 SECTIONS 21' 13'-8'1 BECKON 18' 8 SECTIONS 21" � QO- ``' 15'-9"S SECTIONS 21'- 12'-0"TO 13-10 ._� 1S'-11'TO 16'-2° B SECTIONS 18'4 SECT _ DOOR WIDTHS sheet of 5 SECTIONS 21' 20 ••• • DOOR W�TH� ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• 0 • 24 GA.-STEEL PANEL 16 GA.X 2-1/4-X 2"GALV.STEEL U.BAR REINFORCING TRUSS•TOP OF PANEL - - TRUSS FASTENED TO VERTICAL INTERMEDIATE Q 2 STILES W/TWO P 14 X 5/8'S.M.S. F. AND TO END STILE (Q W/FOUR 8 14 X 3/4'SELF DRILLING S. - ® •® FLAPS BENT OVER PANEL--\ Q y - O { �I I/2'PUNCHED HOLES/ V C a 0 4"O.C. 1 cy Q W p1 _ �QTj ((2) 18 GA X 2-1/4 X 2'GALV.STEEL U.BAR `� g RENFORCNO TRUSS a BOTTOM OF PANEL 16 C0.X Z-1 4"X 2'GALV.STEEL U.BAR TRUSS FASTENED TO VERTICAL INTERMEDIATE - REINFORCING TRUSS STILES W/TWO# 14 X 5/8'S.M.S. V TRUSS FASTF.NFO TO VFRTICAL INTERMEDIATE LL, -T AND TO END STILE STILES W/TWO A 14 X 5/8'S.M.S. - W/FOUR B 14 X 3/4'SELF DRILLING S. AND TO END STILE - W/FOUR 0 14 X 3/4'SELF DRILLING SCR. Q g 16 CA.X 2-1/4'X 2'GALV.STEEL U.BAR REINFORCING TRUSS 16 GA.%2-1/4"X 2'GALV.STEEL U.BAR I TRUSS FASTENED TO VERTICAL INTERMEDIATE 1/2'X 1-3/4'X 18 GA. STILES W/TWO e 14 X 5/8'S.M.S. REINFORCING TRUSS OPEN TUBE, AND TO END STILE TRUSS FASTENED TO VERTICAL INTERMEDIATE 0 TOP&BOTTOM", W/FOUR# 14 X 3/4'SELF DRILLING SCR. STILES W/TWO f 14 X 5/8'S.M.S. OF EACH PANEL AND TO END STILE - ® ® W/FOUR 6 14 X 3/4'SELS DRILLING SCR, O 00 ® END STILE 0O M U' BOTTOM SEAL OPTIONS ® ® ®+ L a SEE SHEET 4 az z N Z w m A Of p 111 d N 15T SECTION (W11`0M} 2ND SECTION INTERMEDIATE SECTIONS TOP SECTION F O z� REINFORCING REINFORCING REINFORCING REINFORCING 0 w mm U, Q N STEEL TRACK BRACKET FASTENED OPTIONAL STOP MOULDINGBY DOOR INSTALLER _ TO WOOD JAMB WITH 5/16'X 1-5/8'LAG SCREW 14 X 5/8'SMS —'—� (FULLY THREADED) r 6 PER HINGE HEX WASHER HEAD TYPE A 8 ONE PER fMRA'KET 1/2'X 1-3/4'X 16 GA. FORMED STEEL 3/4'X 2"X 2-1/2"X 18 GA STEEL rGLUEO TO PANEL AND SECURED TO END STILE Cy C SOUTHERN PINE END STILE WITH J/16'POP RNETS® 12'O.C. 0.55 S.G < EDGE . 3/8'DIA POWER-BOLT BY'POWERS' c i"Y! <a_ 2'MIN. EMBED INTO 3000 PSI MIN.CONC. 1-7/8'X 2-5/8'X 18 GA.STEEL DISTANCE F,i 2 EDGE.d CENTER STILE ONE MIN.PERBRACKIET o POP RNETS ° _. - ' SEE SHEET 3 FOR BRACKET SPACING MIN. B 14%5/8'S.M.S. - FFFiii a«a��666 F 1 4/HINGE °. �°. b •.$Ei$$Ed T 1 f-3/16'I •• ••• • • • • • • 13/4'MAX. • • • • • • • m U 2^o S I•• •• • • • ••• • cm�.n 1.9"X 2.19X3.3'X .090' _ STEEL TRACK BRACKETSOONROLLER • ••• •• • • SEE SHEET 2 FOR SPACING Q 1 I Fsgr.JAS AFIMAO FROW/CT RENEW90 • ••• • • ••• • FLA PE 0592 rp wM1�FAdit $ • • • • • •�7/•� • • •R G.A.N. •••18(M.GA9F. STWO ♦"'$"10� SIgE • •ROLLER HP1GE OpR1 4It STEEL TRACK • •C•NTER HINGE• • • •• • • V U ZO i4 GA.X 2-1/8'X 1' STAt.VARD) T •• • •• • • ( IT 1.82'DIA.X SO'STEEL ROLLERS(STD.) drawing no. 12 GA X 3-5/18"K i-1/2" OPTIONAL)_ SECT16N B-B 1.82"CIA% .50'NYLON ROLLERS(OPTIONAL) FASTENED TO TRA K PLATES WJ 1/4-20 X 5/8'TRU55 HD. 2.75'DIA% .50"STEEL ROLLERS OPTIONAL) 00- 18 SLOTTED N.S.&LOCK NUT 2.75"DLI. X .50'NYLON ROLLERS�OPTKMUIL) r-- ••• • • • WITH 5"STEM Lsheei Zof 5 • • • • • • • • • • • •• •• • • • •• •• 000 0 9 0 010 9 • POP RUM2 X 2 X 1/8'HORIZ.ANGLE 5/18"X 1-5/8'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK 5/18"SLEEVE ANCHORS CENTER SUPPORT READ.ON DOORS 2-3/4"X 5-1/2'X 3"X 12 GA _ WITH 1-1/4"EMBED INTO MASONRY EXREEDING 8 FT.IN HEIGHT VATti 1W0 WELDS AT 1-1/2'APART �� m GALV.STEEL 3 PER BRACKET A�._, REST AT 9'O.C. o TOP ROLLER 8RACKET ON EACH SIDE _ FASTENED W/(6)1 14 X 5/8'S.W.S. j II CONNECTED TO FLAG BRACKET ANGLE Z 2-1/2'X 4-1/4"X 13 GA.STEEL PLATES AND TO SPRING SHAFT GUIDNUT E WITH 090 THK.GALV.STEEL ADJUSTABLE WELDED TO 1-1/2'X 1-1/2'X 14 CA AND -- A (2) t/a-20 X 5/8"BOLT&NlR ! $v SLIDE FASTENED TO BRACKET FASTENED TO TRACK W/5/16-18 X 3/4"HEX HEAD _ _ WITH (4) 1/4-20 SS. BOLT&NUTS HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" M. SCREWS&NUTS. (l'u' TDP BRACKET (STANDARD) TOP BRACKET VERTICAL TRACK 8 OPTIONAL) 14 GA GALV.STEEL TRACK 2-1/8"X 1"X.080' _ LOW HEADR M DooR SECTION A-A �u 9 A HORIZONTAL REINFORCEMENT O h C 1/2'X 1-3/4'X 16 GA. FORMED STEEL 4 Ol GLUED TO PANEL AND FASTENED TO 2'X 5-1/2'I�.104. a ;p VERTICAL STILES WITH fASTENEO W/(4)B 14 X 5/8'STEEL Q (2}3/16"POP RIVETS 10 ROLLER BRACKET FOR LL Z N LOW HFADROOM DOOR OPTION DOOR • SECTION HEICMS BRACKET PLACEMENTS Q , HEIGHT 1ST 2N0 3RD 4TH STH Bt 82 83 B4 85 B6 B7 B8 HORIZONTAL REINFORCEMENT 6'-0" 18"18" 18° 18'N/A 1"TO 2"11-3/4' 23" 1/2"% 1-3/4'%16 FA FORMED STEEL 8'-6' 21`18" 18'21"N/A 1"TO 2'11-3/4' 23" 34" 45' 56" 67" VERTICAL TO PANEL AND FASTENED TO _ VERTICAL STILES WITH T-0` 21"21" 21'21"N/A 1'TO 2"11-3/4" 23" 34' 45" 58' 67" - (2)3/16'POP RIVETS 7'-6` 18"18' 18'18" 18'1'TO 2"11-3/4" 23 34" 45" 56" 67" 78-1/4" _ 8'-0" 21"18" 18'18" 21"1'TO 2"�11-3/4" 23" 34' 45" 56" 8T 78-1/4" o 1.Bt"DIA X 5°ROLLER SHAFT p a •-SECIIONS ARE NUMBERED STARTING AT THE BOTTOM O FOR DOORS MORE THAN 8 FT. HIGH,USE ADDITIONAL TRACK BRACKETS AT 10"O.C. 0 w n OPTIONAL INSULATIONS: Z w UJ Q BY'OYPIAST PRODUCTS LLC' EPS-EXPANDED POLYSTYRENE a DENSITY= 1.05 PCF o 1.9"X 2.19'X 3.3'X.090' V F a N.OA �I1-0925.07 ET zOR m -3/16"HIGH to La ISO 25 POLY ASOCYANURATE ONNECTED TO TRACK WITH DENSITY=2.0 PCF ) I/4"13OLTS&NUTS. 'o -N.OA g11-0926.06 m O Z' '� F O Z. OR 0 BY'CELLOFOAM NORTH AMERICA' / N V) DENSITY- t.03 PCF D3 N.OA (f 10-1129.04 N OR BY'INSULFOAM LLC' DENSITY-0.92 PCF N.OA P14-0311.08 / 14 GA.QALY.STEEL o BOILER HINGES FASTENED W/(6)g +4 X 5/8"SMS m MIN..024'ROLL FORMED STEEL PANEL o€ $ DRAWING QUALITY G-a0 c Y MN.YIELD STRENGTH=34 XSI WITH PRIMER AND BAXED-ON TRACK CONFIGURATION w Tai APPLIPOLED TO BOTH SIDES OFINTED TOP STEEL • • 1 r •• • • • • • VERTICAL LIFE HIGH LIFT STANDARD LIFE LOW HEADROOM m oo6iQ�"� 12 GA GALV.STEEL -.0 ••i ••s e•• i e ••• DOUBLE TRACK BOTTOM BRACKET FASTENED W/(4)g 14 X 5/8'SMS AVAILABLE TRACK OPTIONS $ Eng,..JAVAD AHMAD PRpp>UcrRRA N I o _ CIVIL FLA. 'E 70592 r wf�llsFla{da • ••• • • •e• • CAR. 3B Buff I •• •• •e •e• • • • d A;0:0:4&10 Ne a•a1 B 6 QBOTTOM SEAL OPTIONS ••• ••• CSESH4 • e • • • :• ••• Browing no. SECTION A-A 00-1 8 sheet 3 5 • • • • • • • • • • ••• • • • ••• • • 3 4' REINFORCEMENT IN. 1/2'X 1-3/4'X,058' v WIL FORMED STEEL 116 m GIST. Ba X I' �Y S SELF DRILLING SCREWS L° z 1-1/2"MIN. — I OR -- is DRILLING SCREWS Z o I E DIST. f I m 3/1G'RIVE X'STEEL RIVETS OR MULTtCRIP W/DOME FIEAD C AT 48`O.C. 3/16"'RP"STEEL RIVETS i E MULTIORIP W/DOME HEAD REINFORCEMENT AT 48'O.C. / 1/2'X 1-3/4'X.058' FORMED STEEL + + 17 1/4`DIA.LAG SCREWS 2BY 1/4'DIA,LAG SCREWS O WOOD K 2BY \-AT 8'FROM ENDS WOOD BU --AT 6'FROM ENDS O: °• t \` AND 10'D.C.MAX. / I AND 10'O.C. MAX. O? h W'STRIP ADAPTER (�G 1 I ALUMINUM W'STRIP ADAPTER A7�y 8 1 STEEL RUBBER W'STRIPPINC W R RUBBER W'STRIPPING �4112 050 9%��. Z 2 6 .224 X 1�.2J .534 .700 ��040�, 8 �---� BOTTOM SEAL OPTIONS OPTION 'A' OPTION 'B' O WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY so-0.55 MIN.) o 0 THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT M7 TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATONS/DESIGN iw Q WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ml FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING U= a VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EOCE DIST. Z W J 8 HLC SLEEVE BY H0.T CONC. 1-1 4° B" 3' N � 1 3 8"CONFLEX BY'f1C0' FILLED%OCK 2' 8' 3-3 4" Q 3 8 DYNABOLT DY'TIW' CONC. 1-1 2' 6' 3-3 4 O O 5/18'x 1-5/8' STEEL STRUCTURE BY OTHERS 3 8 POWER-801.7 BY POWERS CONC. 2' 8" 2' F O Z » LAG SCREWS- MUST SUPPORT THE LOADS IMPOSED B' J-1 2 I U O BY DOOR SYSTEM 3 8 SLEEVE-ALL BY_SIMPSONS CONC. 1i1 AT B'O.C. CONCRETE Ce= 3000 PSI MIN. •in m m 5/16'OIL BOLTS C-90 GROUT FILLED BLOCK I'm- 2006 PSI MIN. Q N W006 BUCK CONNECTION TO MASONRY _ / O _ ';' WITH WASHER&Nur PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED 70 y e A7/2'O.C.MAX. GROUTED REINFO ONC.COLUMN WATTEDGE DIST. ZMX N BY'ELCO'WITH SPACING OF I I Q 8'O. GROUT FILLED BLOCK WAIL,WITH 2-1/4-MIN. EMBED 7�1 8'O. 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED b EDGE DISTANCE // A1/a" 11-1/2 1-1/2' ---CONT.4STXE'EL ANGLER 14 CA 11-1 2 011 8 € 10 7"O.C.INTO GROUT SI CO BLOCK WALL WITH 1-1/2-MIN. EMBED 12 GA.CAW STEEL 8"O.C.INTO 3000 PSI CONCRETE,WITH i-3/4'MIN.EMBED --_.- - J'MIN.EDGE DISTANCE FLAT BRACKETS 33'LONG 2-1/8'X 1'X 14 GA u a tf1I, X 2-1/2 AT 12'O.C.IN DOOR OPNG. GAW.STEEL TRACK 3/a'CONFIEX BY'ELCO' FILLET WELDS AT t8'O.C.ABOVE DOOR OPNG. -FASTENED TO TRACK PLATES 8.O.C. INTO GROUT FILLED BLOCK WALL.WITH 2'MIN.EMBED AT 12'O.C.MAX. CONNECTED TO CONT.ANGLE �l W/(2) 1/4-20X5/8'TRUSS HD. S.O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT 3-3/4'MIN.EDGE DISTANCE 3/B'LDT BY'ITW'WITH SPACING OF N •A C ••• • • ••• REVERSE TRACK CONTINUOUS N 19'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED •• • • • • • 70 STEEL TO CONCRETE AND D -K •W 9 L,� OW 3"MIN. EDGE DISTANCE • i• • • • • ••• • .- 3(a'HLC SLFF/E BY'RECTI'WITH SPACING OF ••• ••i ••0 ••• i ••• ALTERNATE TRACK INSTALLATION c------� 9 O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4'MIN. EMBED AND 2-1/2'MIN.EDGE DISTANCE g � PREPARATION OF JAMBS BY OTHERS Dg,.AWAD AHMAD PRODLMIXBINENMCmL Lis, FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY • ••• • FIA PE A 70592 °ft*AADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED • • • • • • -• . �ftco&BY DOOR SYSTEM. • • • • • t .00pum'FOl gFOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF • • •• • • • • • • 8 N3 RECORD, DOOR INSTALLATION MAY 8E REVIEWED AND APPROVED BY ••• i• ••• ••• •• ••• 2015 BUILDING OFFICIAL UPON INSPECTION. PWU•lat droving .1 no MAXIMUM EXTERIOR(+)LOAD PER JAMB= (16.16'X 56 PSF)/2 452.5 lbs per Ft. MAXIMUM INTERIOR(-) LOAD PER JAMB (16.16'X 64 PSF)/2-517.1 Lbs per Fl. aheot 4 o1 —531 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 sao zs6 U * PLASTIC COMPLIES WITH ylrl DOOR PANE- CHAPTER 26 OF FBG 24 GA.(,024)s1EE.MR. SEE EVIDENCE PAGE 1.769 � 1.725 Q c3 7/16'OW WASHER aI �i r 1.144 $ �I OG v (� #B%3f4-susn 21 3/4' I Q 2 MR~ I I •3f8�FROM ENDS MAX. .176 L- 1�—•600 4 I`AJi III I i 7 O.C.MAX. WOW.WIDTH p * EXTERIOR FRAME * INTERIOR FRAME t @ (4)88 X 3/4'SMS = d 18 i/8" RIGIO PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q 1-3/8-FROM ENDS \ J MU. AND 6-1/2'O.C.MAX. 'III 179 X.082 DEEP .III GROOVEy I I ,111 1/4'POLYCARBONATE LEAN I i I BY'SABICI7NE PLASTICS* _ Lj NOA 813-0717.01717.01 [ _ — 1 IK o O m O .02 0 Z IIN LnII11fir, Q N S 1- 1111 IIII (. •_— — O I I , 1 I 1175 X.082 DEEP • •, E A I I IIII V(4 VE - 1 II I; )$B X 3/4'sMs INSIDE ELEVATIO• 1-3/6'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWSAND 6-1/2.O.C.MAX. $g Q C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION O i r8 X 3/4'SMS B III ' i •• •• ® /t1'FT�A1 ENDS 175%.062 DEEPGROOVE vi • •• s • • • '% dgg�g 08X3/4'SMS ••• ••t ••t ••• ®3/0 FROM ENDS _ AND 7.O.C.MAX. Egr.JAVAD AHMADPROM1� .� p 7/16'OW WASHER • ••• • - - - - - - -- ------- PE¢� a 4l oo•yybq«hlll�llalid• �' • • • • • • • \` N � s •; �yDR SEL •i i i ! • • i EXTERIOR 24 t.024)•s1EEL MM ODOR PANEL •�- • •• • ,5/1••MIR. at_MG. 0 2015 � drawing no. 24 GR (.024)STEEL MIN. GLA2WC BRE WINDOW WIDTH sheet 5 of 5 ••• • 0 0 ••• 0 •