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Home My WebLink About1101 French Ave 17-137; GARAGE DOORs Nci Job Address: Parcel ID• Type of Work: ew Addition AlteratioqA Repair De o Change of Use Move Description of Wo c-a ,;-c z do,) /,s Plan Review Contact erson: Phone: 9 `l v - OS-1 Name Street: 11 City, State Zip: P S S . -j-2 e,- Sfh- Ar4 Name o kN Y e 1' Street: /a 52 Po` > City, State Zip: G/" J Name: Street: City, St, Zip: Bonding Company: Address: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r Application No: Documented Construction Value: $ A% e__ Historic District: Yes No Residential Commercial9l Fax: Property i FAM11"I 21?5 Title: A-r4- C V t'ce Email:On r Information Phone: 4L) 7- 3 d;2-- '7 a 3 i Resident of property? :. 013 C> Information Phone: Fax: 907-- 0 Y5! IR'llli IJ State Licens o.: G"C 15'q 7 t gineer Informatio Phone: Fax: E-mail: Mortgage Lender: A dress: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 bf a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application I Pie L) el0rr p i s w 41h-'" s i-S P J g Pa ash l no 1.. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundin -the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. Table in The actual construction value will be figures cul tedased charcurrent JCC ges figured off the executed dcontractct at the exceedtheanactual e the construction valut is issued, e accordance with local ordinance. Should g credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Q S, ig.naturContractor/Agent Date Print Owner/ Agent's Name RR91 NOTARY PUBLIC STATE OF FLORIDA Car>mi! FF915M Expires 9/ 7/2019 Owner/Agent is Personally Known tQ Mae or 40 o Produced ID_ Type of ID NOTARY PUBLIC STATE OF FLORIDA Comm# FF915852 Expires 9/ 7/2019 Contractor/Age t is PersonallyKnown to Me or U Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: COMMENTS: Gas Roof Flood Zone: _ of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No ZONING: ( UTILITIES: ENGINEERING: Q10 pemvt WASTEW TER: BUILDING: FIRE: F- %•7I ey}f flov, Revised: June 30, 2015 Permit Application 15--lg3 RICHARDSON U NIGINFA RING 131 7.0ma Street Orlando, Fkwida 32803 L.10100012380 / ID# Eli 26251 407- 42;-4002 / 1, a. # 407-841-79.12 l" ebruary 5. 2016 N/ Ir. hric `I`hin1S Gcor< ue's Tavern 101 1 South French Avenue San Ford. FT. 32771 RF: 1011 SOUTH HI-RL.NC'I-I AVI---:Nt.)1".. SANFORD, I'11..i2171 J Dear \ Ill'. 1111111s e have reviewed our [flans Sl. S2 and S3 elated 1 1/09114 regardingthe interior commercial renlodelin t ol'this buildinI!. We also have a Wily ol*tlle City ()I, Sanford inspections which inelude a Drywall/Sheetl'OCk inspection elated 5/14/15. We have discussed t11e ConStl'uction Weill Andy Kutz. Architect Ior the project. We also in pectcd the: COnsu'LICtion on February 42016. 13ased on all ol' the above we COIIC1LIde that the COIISII'LICtlt101'1 SLIbStallttally C011101'I11S to the pIMIS and ineets the requirements of the F.B.C. 2014. Please Contact uS il'you have ally questions Sincerely. Richard 13. Richardson. Of) u CA I 386- .5eq- 3 3 Sd' BP200T01 CITY OF SANFORD 2/23/16 Application Inquiry 11:41:25 Application number . . . . . : 15 00000173 Application status, date : CLOSED 1/05/16 Property . . . . . . . . . . : 1011 FRENCH AVE Parcel Number. . . . . . . . : 25.19.30.5AGi1208-0080 977 Old CID . . . . . . . . . . . . Subdivision . . . . . . . . : TWN OF SANFORD (TRAFFORDS MAP) Zoning . . . . . . . . . . . : GC2 GENERAL COMMERCIAL Application type . . . . . . : INCM INTERIOR COMMERCIAL REMODELING Application date . . . . . . . 10/23/14 Tenant number, name . . . Master plan number, rev'wd by: Estimated valuation . . . . . 2000 Total square footage . . . . . 0 Public building . . . . . . . NO Work description, qty . . . . Pin number . . . . . . . . . . 382401 Application desc . . . . . . . Press Enter to continue. F3=Exit F5=Land inq F7=Appl names F8= F11=Receipts F12=Cancel F13=Val calcs king inq F9=Bond inquiry Misc info F24=More keys F10=Fees BP502I03 CITY OF SANFORD 4 Inspection Inquiry - Inspection Selection Property address . . . . . . 1011 FRENCH AVE Parcel Number . . . . . . . . 25.19.30.5AG!1208-0080 977 Application number . . . . . 15 00000173 Application type . . . . . . INTERIOR COMMERCIAL REMODELING Type options, press Enter. 1=Select Opt Str/Seq Pmt/Seq Inspection Type 000 000 BLCA 00 DRYWALL/SHEETROCK 000 000. ELAA 00 ELEC - CEILING ROUGH 000 000 ELAA 00 ELEC - CEILING ROUGH' 000 000 MCHC 00 MECHANICAL ROUGH IN 000 000 MCHC 00 MECHANICAL ROUGH IN F3=Exit F11=View 2 F12=Cancel COM'L) COM'L) Seq Insp 0001 147 0001 154 0002 154 0001 154 0002 154 2/23/16 11:41:30 Result/Date AP 5/14/15 DA 4/22/15 AP 5/14/15 PA 4/22/15 AP 5/14/15 Bottom CITY OF SANFORD Contractor Registration Application P. O. Box 1788, Sanford, FL 32772-1788 Phone: 407.688.5150 Fax 407.688.5152 Email: building@sanfordfl.gov Date: / - /" Business Name: Business Mailing Address: 0 / Ed C w---Yk -U /- / -? I City: 1,1'G cl?- State: Zip: 2 OOL Business Phone: ( 4 7_9 -(, 1(0- ( Fax: Email: J a.I SOc'fi ' '043 Name of Qualifier on State License: --JD'y f4 State License Classification: C 0, State License Number: 0,C- C is-/ Y5 7 Applicant's Signature A registration fee is not required. We do not mail confirmation of registration. State Certified Contractors: State license from Department of Business and Professional Regulation. Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt State Registered Contractors: State license from Department of Business and Professional Regulation. Current Seminole County Comp Card Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Specialty Contractors Certificate of workers compensation insurance AND general liability with the City of Sanford listed as the certificate holder. If faxed or emailed it MUST come from the insurance agent/company. Certificates from contractor's offices are not accepted. Copy of valid business tax receipt Control # City Registration # Rev. 07.16 f-"?- C-- P`'L:P`Z-" Andrew Kutz Architect fin. AR 0006491 2 019 South Park Avenue MAR 15 2017 Sanford, Florida, 32771 Phone (407)415-6554 akutz@cfl.rr.com 15 March, 2017 Phillip Brousseau Georges Tavern 1011 French Ave Sanford, Florida Re: Code issues with Georges Tavern r,-" a4,..r,- 14- 4J-:1y-,tl 4 116O X, I have spoken with City of Sanford Code officials and determined the following: (Any official noting any incorrect or inaccurate statement is requested by copy of this letter to advise of the anomaly or this review will be assumed to be correct) 1) Overhead door replacement and exposure by removing brick veneer - The existing deteriorated overhead doors were replaced when there was a layer of brick separating the doors from the exterior of the building. Now that the doors are to be exposed to the elements by removing their brick veneer cover, the Municipality has requested a State of Florida "Product Approval" (or "NOA") confirming that the doors meet the wind load requirements. The doors have been determined to be full view aluminum doors distributed by American Roll Up Door Co. as manufactured for them by the Raynor Door Company (series 300). A copy of the Product Approval is attached and has also been delivered to the Sanford Building Department with a copy of this letter. With the Product Approval and Engineered Plans in the possession of the Sanford Building Department they advise oiNc that they are prepared to issue a building permit to a certified contractor of your choice. Note that the right SANFORD to the engineered drawings are owned by the Engineer who made the drawings and that an inspection of the work by t PARS Building Department will be required to tt ine compliance with the dravmff m FOR COME C6 AN PLANS EXAMIN ® t ICE7 TE 2) The Historic Georges pole sign must have the burned out bulbs replaced with like items that are working. Any further actions to the sign require approval of the Planning Department. 3) The sign painted on the surface of the West wall of the Building has had the dimensions requested by the Planning Department submitted to the Planning Department and they are satisfied that the sign is conforming. 4) The brick wall on the side of the building to the south has been painted. The status of that wall is currently being reviewed by the Director of Planning. The brick front wall of the facility (west) remains unpainted. No painting is to be done in the 17/92 corridor without a permit which is to be obtained from the planning department. Any painting permit requires the signature of the owner. No further action is to be taken until directed by the Planning Department. 5) The Storage area on the south side of the building continues to be an approved occupancy, for use by the staff only. Any desire to change the Occupancy of the Storage area to another use would require submission of documents to the City for consideration. A Life Safety Plan would be required to delineate the proposed use, adequacy of exits, and availability of plumbing fixtures sufficient to meet the occupancy load. A Site Plan would also be required to demonstrate parking adequate to comply with regulations, accessibility and landscape consistent with the parking. There are no other issues outstanding at the present time, but other items may develop as any action to satisfy these items proceeds. Andrew Kutz Architect Cc Russell Gibson, Director of Planning Tim Robles, Fire Marshal o\-DING Dave Aldrich, Building Official Jordan Smith, Planning Department SANFORD Monica Cole, Code Enforcement F'AR J Flo71d0 r BCIS Home Log In User Registration Hot Topics Product Approval USER: Public User J i Y.14 MAR 15 2017 ___-_M_ ., Submit Susl6 a Slats '+ Facts Publicatio FBC Staff BCIS Site Map links Search PrO,Quc_t-ARO en > ProduCL Or AooScat n-Seamh > A22ikpjjQa list > Application Detail FL ft FL15212-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Raynor Garage Doors Address/Phone/Email 1101 East River Road Dixon, IL 61021 815)285-7286 garyw@raynor.com Authorized Signature Gary Wedekind garyw@raynor.com Technical Representative Gary Wedekind Address/Phone/Email 1101 E River Road Dixon, IL 61021 garw@raynor.com Quality Assurance Representative Mike Kelm Address/Phone/Email 1101 East River Road Dixon, IL 61021 815)285-7471 mkelm@raynor.com Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) pt) A< MAR 15 2017 Y BY: = Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Richard A. Baumann PE-36469 UL LLC 10/30/2017 John E. Scates, PE Validation Checklist - Hardcopy Received FL15212 RS COI Letter of independence 062513_edf Standard ANSI/DASMA 108 ANSI/DASMA 115 TAS 201 TAS 202 Year 2005 2005 1994 1 4 v\LDPVC SANFORD FIARl*k t I TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL15212 R5 COC_FL15212 Affirmation letter.pdf Product Approval Method Method 1 Option D Date Submitted 04/22/2015 Date Validated 04/22/2015 Date Pending FBC Approval Date Approved 04/25/2015 Summary of Products tir Pagel/ 20 0GotoPage FL tt Model, Number or Name Description 15212.1 AlumaView, StyleView 1-15/16" thick aluminum rail and style door with full view glass. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 RS [I_P-2409- L.pclf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +43.0/-48.0 i Evaluation Reports I Other: Max. door size = 14'-2" wide x 20'-0" high for FL35212 RS AE Product Evaluation 25-A_pdf Alumaview and 14' -2" wide x 10'-0" high for StyleView. Created by Independent Third Party: Yes 15212.2 Alumaview, StyleView 1-15/16" thick aluminum rail and style door with full view glass. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R5 II P-3327- A.pdf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +43.0/-48.0 Evaluation Reports Other: Max. door size = 14'-2" wide x 20'-0" high for FL15212_R5 AE Product Evaluation_25-A_pdf Alumaview and 14' -2" wide x 10'-0" high for StyleView. Created by independent Third Party: Yes 15212.3 AV300 2-7/8" thick aluminum rail and stile door with full view glass. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 RS II_P=333Q A.df Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +43.0/-48.0 t Evaluation Reports Other: Max. door size = 14'-2" wide x 24'-0" high l-I5212_R5 AE Product Evaluation 30=A,pdf Created by Independent Third Party: Yes 15212.4 BuildMark 2" thick steel pan residential and light commercial sectional garage door, 26 ga. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 RS If_P.3317-C.pdf Approved for use outside HVHZ: Yes Verified By: Richard A. Baumann 36469 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +37.4/-41.7 Evaluation Reports Other: Max. door size = 18'-0" wide x 16'-0" high FL35212 R-5 AE Product Evaluation 23_A_pdf Created by Independent Third Party: Yes TOPWMN)F.TrIP*INGTOP 5/3' IS TOP FIXNRE) I I GA (.116 MN) FIXTUQ@ U ROLLER KEEPER TOP FI%TU E ROLL ROLLER IS ON(.0S5 MN) KEEPER TOP FIXTURE DETAIL TOP FIXTURE DETAIL TOP FIXTURE DETAIL BOTTOM /TOP RAIL FOR DOORS LESS THAN 500 LOS OR FOR DOORS ON LOW FOR DOOR S OVER 500 LOS OR DETAILS L ESS THAN S SECTIONS TALL HEADROOMTRACK OVER S SECTIONS H GM 075 THICK ALUMINUM WALL y I-•— EXTRUSIONS N I]Z OXt/ r I I MPACT RESISTANT GLASS (TYPICAL) CONSISTING OF TWO PIECES OF tb' ANEKED ALLMNLM GLASS WITH A.090 THICK POLYVINYL BUTYRAL LATER HINGE GLAZING INNER LAYER RETAINER P GA (.055 MNVC GLAZING) BOTTOM CHANNEL NTERMEDRATE ADHESIVE- 3M 540 POLYURETHANE RAL USED TO BOND PVC GLAZING CHANNEL TO MPACT RESISTANT GLASS OR IMPACT RESISTANT TOP PANEL NTERMEDITATE IN•% 5R• RAIL SELF-' NG SCREW(4) ER ALUMINUM CENTER HINGEGLAZING RETAINER PVC GLAZ NG SCREW CHANNEL CENTER HINGE DETAIL #lox 1 in, I II i F .]5 HINGE "PACT RESISTANT PANEL(OPTGNAL) CONSISTING OF TWO PIECES OF .050 090 MN) ALUMINUM WITH A IN• THICK SECTION B-B ORIENTED STRAND BOARD (OSB) MAX. DOOR H INNER LAYER8'-0• H IG ROLLER EEERROLLERKEEPER fGA CORNER BRACKET O 1] GA (.OILS) MN MlMROLLER O O O F-TAPPING 1N' X 52• EW (4) PER SELF -TAPPING EDGE HINGE HIGH TENSILE O SCREW ( S)PER CORNER BRACKET ii W CTI01 MEETINGRAIL DETAIL 075 TH ICK ALUMINUM VNLL EXTRUSIONS END STILE DETAIL 075 THICK ALUMINUMWALL EXTRUSIONS e CENTER STILE DETAIL 063 THICK ALUMINUIA WALL EXTRUSIONS MAXIMUM PANEL OR GLASS SIZE = 37 5/ 16' X 18-1/8• 36 5/16' X 17-1/8• VIEWABLE EIGHT = 24' - 0' H SHOWN INTERIOR SLIDE LOCKS REQUIRED SEE DETAIL ON SHT 2 MAX. SECTION H EIGHT = 26- 1/4^ EDGE HINGE DETAIL LONG STEM SINGLE END STLEROLLERNOTRUSSING REQUIRED L11r F 4j', ON ANY SECTION o • q!cy9CORNER BRACKET DETAIL C y ' do, yC: Richard ' 4:L. W ww.w Richard A. Baumwn Bauman. n-- - FL.P.E B36469TX.P.E IY $ 5227 698 Timber Creek Road D'o= I16ncs 01021 A MAXIMUM DOOR WIDTH - 14'- 2• EDGE HINGE DETAIL LONG STEM SINGLE END STLE ROLLERNOTRUSSINGREQUIRED L11r F 4j', ON ANY SECTION o • q!cy9CORNER BRACKET DETAIL C y ' do, yC: Richard ' 4:L.W ww. w Richard A. Baumwn Bauman. n-- - FL.P.E B36469 TX.P.E IY $5227 698 Timber Creek Road D' o= I16ncs 01021 A MAXIMUM DOOR WIDTH - 14'- 2• INTERIOR ELEVATION TRACK AND COUNTER BALANCE ASSEMBLES WERE OMITTED FROMALL DETAILS ON THIS PAGE FOR CLARITY. SEE SHEET 3 FOR TRACK AND COUNTER BALANCE DUALS DOORS TESTED PER ANSUDASMA 108 FOR STATIC AIR PRESSURE TESTED PER ANSI/DASMA 115 FOR LARGE MISSILE IMPACT AND CYCLIC WIND PRESSURE MAXIMUM DESIGN LOAD DOOR WIDT H 14'.2• 43.0 -48. 0 rrtoEwro SEC. WIND LOAD AV300 GARAGE DOORS REiFwtEDiORRgpKnW NwTI e IH" n o -33M....... 1 1 J TORSION SPRING ASSEMBLY o _ NORMAL HEADROOM TRACK T TRACK ANGLE MOUNT SHOWN 2' TRACK BRACKET MOUNT AVAILABLE 3" TRACK ANGLE MOUNT AVAILABLE TORSION SPRING ASSEMBLY FRONT MOUNT LOW HEADROOM TRACK 2" TRACK ANGLE MOUNT SHOWN 2" TRACK BRACKET MOUNT AVAILABLE 3" TRACK ANGLE MOUNT AVAILABLE TORSION SPRING ASSEMBLY REAR MOUNT LOW HEADROOM TRACK T TRACK ANGLE MOUNT SHOWN TTRACK BRACKET MOUNT AVAILABLE 3"TRACK ANGLE MOUNT AVAILABLE .•— I,-.41111018%.,, qI •,. o 4bd I oo: ''-4 i o C) oa 0 0 0 0D= OORHEIGHT FjfA11 N°vjj1 Richard Dlglbtly sly a I°y RkhW G.G! RTP, o.WaMtt DWnewl^4 w, Baumann usMr. X113A 27 I W2:a-0StlD' 1_ 12' LIFT CLEARANCE TRACK 2' TRACK ANGLE MOUNT SHOWN 2' TRACK BRACKET MOUNT AVAILABLE 3" TRACK ANGLE MCUNT AVAILABLE NORMAL HEADROOM HORIZONTAL TRACK SHOWN LOW HEADROOM. LIFT CLEARANCE AND VERTICAL ME LIFT TRACK AVAILABLE. F 15" LE QED 6EEl VERTICATRACK 3) SA 6- X 1-3N' VERTICAL DOOR HEIGHT TRACK TRACK ASSEMBLY BOLT 5A 6' X 314' TRACK BOLT 1NTH SA 6' V"' NUT TRACKBRACKETS T ANGLE TO STRUCTU 11' O.C. NV 6' Richard A. Baumann TYPICAL TRACK INSTALLATION FL.P.E #36469 BRACKET MOUNT TX.P.E # 85227 WOOD JAMBS698TimberCreekRoad Dixon IINnois 61021 VERTICAL LIFT TRACK T TRACK ANGLE MOUNT SHOWN TTRACK BRACKET MOUNT AVAILABLE 3"TRACK ANGLE MOUNT AVAILABLE a:::z 1 PANEL WIDE 4' - 1" MAX WIDTH A AA 2 PANELS WIDE T - 5" MAX. WIDTH A AA 3 PANELS WIDE 10'- 9" MAX. WIDTH 4 PANELS WIDE 14' -2" MAX. WIDTH CENTER STILE AND PANEL LAYOUT INTERIOR VIEW INTERMEDIATE SECTION SHOWN CONTINUOUS ANGLE METAL 13 GA (.086 MIN) GALVANIZED STEEL FOR T TRACK SCREW 11 GA (.116 MIN) GALVANIZED STEEL FOR W TRACK (<) REO'D TRACK CONNECTION 11' O.C. hMNLIM 112 TYPICAL TRACK INSTALLATION ANGLE MOUNT WOOD, STEEL OR MASONRY JAMBS END OPTIONAL INTERIOR LOCK DETAIL TRACK STRIKE PLATE 1518"x 412"x.086 LOCK BAR 3l4" X 1 /4" TRACK BOLTAMiIZ NUT 5116-18 X 314" 2) PER STRIKE PLATE 5l8" MINIMUM 1.37 coI o SCALE 1:2 CORNER BRACKET('086 MIN) GALV. STEEL Richard EngtrenYg ou Ba u m a n:rla'``°°` Deoe 201306.2713A3D7 dSW' Richard A. Baumann FL.P.E # 36469 TX.P.E # 85227 698 Timber Creek Road Damn Ilintls 61021 l.tfi7 I 1.500 O I O z.e1 SCALE 1:2 3' TRACK BRACKET 116 GALV STEEL I IO I 3.000 O O SCALE 1:2 4`TRACK BRACKET 116 GALV. STEEL O ' 3.000 J O SCALE 1:2 5' TRACK BRACKET. 116 GALV. STEEL O lea 02 2116.21 2360-+i 2 SCALE 1:2 LIGHT COMMERICAL TOP FIXTURE FOR DOORS 5 SECTIONS HIGH OR LESS) 086GALV. STEEL 2.750 0 7e93 O O SCALE: 1:2 CENTER HINGE 045 GALV. STEEL I.000 20 L 2.081 Q SCALE: 1:2 p7.193 2' TRACK 096 MIN. GALV. STEEL O 0 1 509 p O SCALE 1:2 3.1so EDGE HINGE 18.soo 086 GALV.STEEL SCALE: 1:2 3' TRACK (OPTIONAL) 105 GALV. STEEL 9.38 J- O1 1206 ll3 N] SCALE: 1:2 ROLLER CARRIER A 16 GALV. STEEL ATTACHED TO LIGHT COMMERICIAL TOP FIXTURE WITH (2) TRACK BOLTS AND WHIZ NUTS I A08 O 3.9 V O D Q 2.125 SCALE 1:2 HEAVY COMMERCIAL TOP FIXTURE 116 GALV. STEEL SCALE 1:2 TRACK ROLLER 80 KSI TENSILE STEEL SHAFT 2A09 2.551 0 0 4.061 21 Q 0 0 .750 ..25THICK SCALE 1: SLIDE LOCK CASE .086 GALV. STEEL 0 275 0 .A 20 tl SCALE: 1:1 RETAINING NUT Sb' 0 520 6 SCAL E: 1:1I SHEET METAL SCREW r0 O SCALE 1:2 JAMBANGLE 078 GALV. STEEL 3A• O o v1a• 0 .590 SCALE 1:1 TRACK BOLT IOI Q1 Sufi' SCALE: 1:1 HEX HEAD LAG SCREW SPEC. V D LOAD AV300 auucE 000Rs s .. No. p 3330 i l STEEL JAMB STRUCTURAL STEEL BY OTHERS. 3A 6' MN THICKNESS. SEE NOTE 5 THREAD CUTTING SCREW J 5/16- X 51W WITH 5A 6' FLAT WASHER. SEE CHART FOR $PAC NG. ANGLE TURNED NNIRN SECTION LAPPING THE JNAB BY 1' MN. VERTICAL TRACK TRACK ASSEMBLY ATTACHMENT TO STEEL JAMB 7 TRACK ANGLE MOUNT TURNED N SHOWN 3' TRACK ANGLE MOUNT AVAILABLE WOOD OR MASONRY SEE NOTE 5 WOOD BACK JAMB— I SEE JMIB ATTACHMENT DETAIL FOR ANCHORAGE REOUREMENTS HEX HEAD LAG SCREW 5/16' X 1-3A' WTH 5A6'FLAT WASHER. SECTION LAPPINGTHE JAMB BY 1' MN. VERTICAL TRACK - TRACK ASSEMBLY ATTACHMENT TO WOOD BACK JAMB 2' TRACK ANGLE MOUNT TURNED N SHOWN 3' TRACK MOLE MOUNT AVALABLE L1111111114" Ric"•. i: ur c .. Z: -- 4 o m D: m m. 2: A r,acoa o. MASONRY JAMB SEENOTE5MINIMUM EDGE DISTANCE 0 1 7/8'-L p D o 0 11 10 P O EMBEDMENT O 00 ANCHOR 3/ 3' WEDGE ANCHOR WITH 31T FLAT NY SHER./W CHORS BY OTHERS. SEE CHART FOR SPACING. VERTICAL TRACK WOOD OR MASONRY SEE NOTE 5 2000 PSI CONCRETE (MIN) TRACK ASSEMBLY ATTACHMENT TO MASONRY JAMB 1' TRACK ANGLE MOUNT TURNED OUT SHOWN 3' TRACK ANGLE MOUNT AVAILABLE WOOD BACK JAMBS SEE JNAB ATTACHMENT DETAL FOR ANCHORAGE REOURr;NHEX HEAD LAG SCREW 5/ 16' X 1-3N' WITH 5A 6- FLAT MSHER. ANGLE MOUNT — ANGLE TURNED OUT WITH SECTION LAPPNG THE JARS BY 1' VERTICALTRACK DI YLoreHrlacha d8— Richert! A. Baumann Richard Oft—Ak1d1dB"'H"^ FL. P.E #36469 aWmdler EnpinaeAiq,oµTX. P.E # 85227 COT Baumann,; 698TimberCreekRoad302713A3.O50d Obmn Illinois 61021 TRACK ASSEMBLY ATTACHMENT TO WOOD BACK JAMB 2' TRACK ANGLE MOUNT TURNED OUT SHOWN 3' TRACK ANGLE MOUNT AVALABLE DOOR HEIGHT MAXIMUM SPACING JAMB FASTENERS FOR JAMB LOADS DOOR 6 WIDTH JAMB ATTACHMENT TREATED 2X6 WHEN MOUNTING TO MASONRY CONSTRUCTION. UN -TREATED 2X6 MAY BE USED ON WOOD CONSTRUCTION. TREATED 2X6 # 2 DOUGLAS FIR OR BETTER WOOD BUCK Whl EN MOUNTING TO MASONRYJAMBS. UN -TREATED 2X4 92 DOUGLAS FIR OR BETTER MAY BE USED ON WOOD JAMBS. SEE CHART FOR BACK JAMB ATTACHMENTTO STRUCTURE 1/ 4" TTW BULDEX TAPCON DGE ALLOWABLE MAXIMUM ON JAMB TYPE EMBEDMENT DISTANCE TENSION CENTER LOAD SPAGNG 200D PSI CONCRETE 5116" ITW JAMB ATTACHMENT NOTES 1. 1/4" DIAMETER ANCHORS REQUIRE 5/8" MIN. O.D. STEEL WASHER. 2. 5116"AND 3/8" DIAMETER FASTENERS REQUIRE 7/8" MIN O.D. STEEL WASHER. 3. MAXIMUM POSITIVE LOAD PER JAMB = (14'-T X 43.0 PSF) / 2 = 305 LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB = (14'-2"X 48.0 PSF) / 2 = 340 LBS PER FOOT. 5. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBLITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 3 AND 4. 6. ALTERNATE JAMB ATTACHMENTS MAY BE USED IF APPROVED BY A REGISTERED PROFESSIONAL ENGINEER. 7. DASMA TECHNICAL DATA SHEET TOS-161 MAY BE USED FOR ALTERNATE JAMB ATTACHMENTS. N