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Home My WebLink About2812 Palmetto Ave 17-162; GARAGE DOORi JAN 17 2017 U CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: 2812 S PALMETTO AVE SANFORD FL 32773 A Historic District: Yes No X Parcel ID: 01-20-30-513-0000-0190 Residential X Commercial Type of Work: New Addition Alteration Repair X Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Phone: 3212848290 Name STEPHEN NICHOLS Fax: 8772250658 Title: INSTALL MANAGER Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Phone: 4072336586 Street: 2812 S PALMETTO AVE Resident of property? : YES City, State Zip: SANFORD FL 32773 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: -"FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: 3212848290 Fax: 8772250658 State License No.: CRC1330671 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: 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 of 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 5g,0o NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in 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 required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID t/" t 1 W Get%„' I 01-16-17 Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/ nt' Name A 3bu°= f' 01-16-17 m xpCSignatureofNoStateofaate n a Xl p r EJ 05 M 3 2 M g Contractor/Agent is X Personally Known t Qg m Produced ID Type of ID N50, op O A O BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING:/,W, 1610 UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5rA- l -7 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE 1;7 BUILDING PERMIT Min Max Ins ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: f 2- AVE- ELECTRICAL P.ERMiIT Min I Max I Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Ins ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Ins ection Descri tion Mechanical Rough Mechanical Final Min Max Inspection Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 1/16/2017 SCPA Parcel View: 01-20-30-513-0000-0190 Property Record Card CFik Parcel: 01-20-30-513-0000-019011Owner: NICHOLS STEPHEN E & CRISPINA LWWAWWM seWmrEo0uWrYFtoreoA Property Address: 2812 PALMETTO UNIT A & B AVE SANFORD, FL 32771 Parcel Information Parcel 01-20-30-513-0000-0190 Owner NICHOLS STEPHEN E & CRISPINA L Property Address 2812 PALMETTO UNIT A & B AVE SANFORD, FL 32771 Mailing 20404 PADDOCK ST ORLANDO, FL 32833 Subdivision Name PARK VIEW 2ND ADD Tax District S1-SANFORD DOR Use Code 0802-MULTI FAMILY 2 UNITS Exemptions Ii WE Seminole County GIS Value Summary 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 70,118 76,083 Depreciated EXFT Value Land Value (Market) 12,000 12:000 Land Value Ag Just/Market Value " i................. 82,118 88,083 Portability Adj I. I Save Our Homes Adj 0 0 Amendment 1 Adl 0 0 P&G Adj 0 0-_..___..._._.._.. Assessed Value 82,118 88,083 Tax Amount without SOH: $1,766.00 2016 Tax Bill Amount $1,766.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description ALL LOT 19 & N 1 /2 OF LOT 20 2ND ADD TO PARK VIEW PB4PG5 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 82,118 0 j $82,118 Schools 82,118 0 82,118 City Sanford 82,118 0 82,118 SJWM(Saint Johns Water Management) County Bonds 82,118 82,118 0 0 82.118 j 82,118 Sales I Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2016 08740 1927 171,900 Yes Improved WARRANTYDEED WARRANTYDEED i 12/1/2004 6/1/1996 05572 03094 0913 0833 133,000 70,000 Yes Yes Improved Improved WARRANTY DEED QUITCLAIM DEED 3/1/1989 3/1/1988 02057 01937 1755 1769 100 100 No No Improved Improved WARRANTYDEED 11/1/1986 01794 1 0405 68,000 Yes Improved WARRANTYDEED 7 9/1/1985 01673 0631 100 No Improved WARRANTYDEED 6/1/1984 -- 01557 1905 100 No Improved WARRANTY DEED 1/1/1980 01264 1539 11,500 No Vacant LFind Comparable Sales 1 Land http://parceidetail.scpafl.org[Parce[Detailinfo.aspx?PID=01203051300000190 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 11-28-16 I hereby name and appoint THOMAS BEESING an agent of: PRECISION DOOR SERVICE Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): t All permits and applications submitted by this contractor. or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Bolder Name: WILLIAM WALDEN 11-28-2017 State License Number: CRC1330671 1 n Q n Signature of License Holder: STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 28 day of NOVEMBER , 2016 , by WILLIAM WALDEN who is IN personally known to me or who has produced as identification and who did n-i n oath. z Notary Seal) CHARLES MERINO Print or type name Notary Public - State of FLORIDA Commission No. FF940114 My Commission Expires: 12-01-2019 Rev. 8/06/13) ;!" .• CFIJ idLES E. MERINOy°: My COMMISSION # FF940114 EXPIRES December 01, 2019 I4C7)39.^-0'S3 FlorldallotarySor. Ace.00rr. PRECISION DOOR SERVICE OF CENTRAL FLORIDA NICHOLS, STEELE Sales Order Date: 01-14-17 244 OBRIEN RD 2812 S PALNETTOAVE Technician: Blake Furukawa FERN PARK, FL 32730 SANFORD, FL 32773 Work Order#: 33529010-Y (407) 583-6351 (407) 233-6586 Sales Order # 02166800 r CRC1330671 Part# Description Quantity Unit Price Ext Price Tax 148851 Electrical Outlet Needed For Opener Installation 1 0.00 0.00 N OUTLET NEEDS TO BE INSTALLED WITHIN 6 FEET OF THE NEW OPENER LOCATION PRIOR TO INSTALLATION ONLY IF AN OPENER IS BEING INSTALLED 148852 Garage needs to be cleared out to behind the opener for new door/opener Installation 1 0.00 0.00 N 130290 Seminole County 1 100.00 100.00 N PERMIT FOR SENINOLE COUNTY 143438 New Door Vinyl Trim lit for Single Car Garage Door 1 59.95 59.95 N INCLUDES (1) HORIZONTAL PIECE AND (2) VERTICAL PIECES 143436 2x6 Pressure Treated Lumber Build out for 8-9' Garage Door 1 189.95 189.95 N INCLUDES VERTICAL JAMBS, HEADER AND SPRING PAD 164593 110 MPH Wind Load 1 0.00 0.00 N 163246 Enduring Collection 1 0.00 0.00 N 24 GAUGE STEEL 159173 12 Inch Radius Track 1 0.00 0.00 N 159175 Torsion Spring Assembly 1 0.00 0.00 N 159181 9x7 Garage Door 1 906.00 906.00 N 9X7'1" 159199 Enduring 100 Non Insulated 1 0.00 0.00 N HEAVY-DUTY EXTERIOR STEEL - DURABLE, RELIABLE LOW MAINTENANCE 159202 Short Panel Design 1 0.00 0.00 N 159208 Lifetime Warranty on Hardware 1 0.00 0.00 N 159211 Lifetime Warranty on Paint finish 1 0.00 0.00 N 159212 True White Color 1 0.00 0.00 N 151296 Precision Door Service Premium Upgraded High Cycle Parts` 1 0.00 0.00 N Compared to Industry Standards 6890 Roller 51/4" 10 15.95 159.50 N Precision Nylon 2" Diameter 51/4" Shaft 13-bb Sealed Nylon Roller w/Dust Cap 6963 Torsion Cable set 8'6 1 89.95 89.95 N 8'6" 118 7x19 Torsion Cables 9074 End Bearing Plate RH 1 59.95 59.95 N End Bearing Plate wlRange and bearing right hand 45061 End Bearing Plate LH 1 59.95 59.95 N End Bearing Plate w/Range and bearing left hand 45057 10' POS Drum - RH 1 59.95 59.95 N Precision Cable Drum 10' Right Hand nnz ,t Ndf A I Continued... Part # Description QuantttyUnit Price Ext Price Tax 45058 10' PDS Drum -LH Precision Cable Drum 10' Left Hand 1 59.95 59.95 N. 6908 Center Bearing Plate LHRw/Bearing Center Bearing Plate -Single Clipped Corners 1 89.95 89.95 N 45059 Spring Guard PDS Torsion Spring Warning Guards 1 0.00 0.00 N ' 132882 Single Car Garage Door Install 1 0.00 0.00 N 109283 New Door Spring Price Discount Only to be used at new door installation's' 1 0.00 0.00 N 135595 Operator Reinforcement Bracket for Wind Loaded Garage Doors 1 Bracket displaces the pull from the garage door opener across the entire center style, preventing garage door panel failure In the event of a unbalanced garage door system. 79.95 79.95 N 8749 Limited Lifetime Warranty on Hardware Installed Limited Lifetime 1 0.00 0.00 N 152377 Lifetime Warranty on All Labor 1 0.00 0.00 N 109268 Package Savings 1 659.15 659.15 N SUBTOTAL FOR 9X7'1" $1,255.90 Taxable Subtotal 0.00 NonTaxable Subtotal 1,255.90 Sales Tax(0.0%) 0.00 Invoice Total: 1,255.90 Total Payment 500.00 Balance Due: 755.90 Additional Information The work order agreement is for the protection of both the customer and Precision Door Service of Cent aI Florida. We wantour customers to fully understands any recommendations that we offer, My customer has the right to acceptor refuse all or part of a technician's recommendations and/or receive a second option,, I fully understand the explanation and the total price $1,255.90 given to me. I understand the recommendation for servicing our door, accept the technicians recommendations and wish to have mydoor serviced at this lime. I understand that rnydoor anti myoperator are two separate mechanisms. It is the homeowner's responsibility to make sure that their new garage door is inspected by the cityor county in order to close out anyand all permits. The technician wiil schedule the inspection the day of installation I agree to the order in the amount of $1.255.90 1/16/2017 parcel detail.scpafl.org/FootprintPage.aspx?PID=01203051300000190&BLDGNO=1&PAGENO=1 RECORD COPY Parcel: 01-20-30-513-0000-0190 Building No.: 1 Page No: 1 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE 3ANFORD BUILDING DIVISION ERMIT ISSUED SHALL BE CONSTRUED TO BE A NSE TO PROCEED WITH THE WORK AND NOT AS THORITY TO VIOLATE, CANCEL, ALTER OR SET IE ANY OF THE PROVISIONS OF THE TECHNICAL S, NOR SHALL ISSUANCE OF A PERMIT PREVENT SHE BUILDING OFFICIAL FROM THEREAFTER UIRING A CORRECTION OF ERRORS IN PLANS, ONSTRUCTION OR VIOLATIONS OF THIS CODE a 1 7 - 1 62 http://parceidetaii.scpafl.org(FootprintPage.aspx?PID=01203051300000190&BLDGN0=1&PAGENO=1 1/1 ECEi ".. JANzap City of Sanford Building and Fire Prevention Product A val Specification Form J I N 3 0 Permit # i p SP 6t0 Project Location Address 2812 S PALMETTO AVE SANFORD FL 32773 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional AMARR HERITAGE 1000 9X7 WHITE SHORT PANEL FL5302.5-R7 Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 1 Category/Subcategory Manufacturer Product Descri Lion(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 i" _ p Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name WILLIAM WALDEN Please Print) June 2014 16 D SEE (TABLE 2) ON PAGE 3 FOR @(MENDED SECTION CONFIGURATION r EOGA. V/ HEX EKaESIOOS m CLARITY O O r 2WA STRUTS.ATTACIED V/ ¢) 1/4' . 3/4' NIX MEAD SCREWS AT 1w 14GK OURASArECEH`ER ST' LOITER 1911W ATTAOED W/ (4) 1/4' . 3/4' HEX HEAD SCREWS e TYPICAL DID2ASAFE CENTER HINGE/ 7 H.T.S. L PAGE 2 FOR 13PTMMAL ISO SECTE M DR AND STILE LAYOUT TOP) THROUGH M GA K6SKTHMOD65TD 24 GA SKIN 00= 1' (uA OURASAFE END IDTa ATTACHED W/ OV W' . 3/4' LE r 20" STRUTS HEX AD SCREWS ATTACHED V/ Ca 14FW. DLRASArE1/4' . 3/4' HEX ROLLER FURRIERS ATTACHED HEAD SCSEVS TO 00 STILE V/ Kb L/4' . 3/4' HEX WAD SCREWS PER CARRIER r 7 BALL STEEL1::•• ROL/LER V/7' STEM TYPICAL DURASAFE END HINGE / 3E N.T.S. U _ SEE TALE 4 DI PAGE 3 A FOR STILE PLACEMENTS 4 (TALE O a PAGE 3 9'-0' MAX FOR STRUT SPACING , In INSIDE ELEVATION ( .4 tiP n h L NTS VENT) Or UNOBSTRUCTED 7ACHM3/4' STILE DINSTIFHOO (U AM FLOW EACH TWO (2) ROWS OF THREE (3) j/ 4• LOCATED IN HmQ HOLE(S) VENTS EQUALS IS S0. INCHES AT W TOP SECTION IDLY R STILE TTACMOITSTRUT e CSTRUT Km SH 4N a OPTIONAL VENT DETAI FOR CLARITY) N.T.S. O P O •. 0 BOTTOM TYPICAL STILE STIFFENER/ c \ 14GA.. THICK M. T.S `= V/( 3) 1/4' X 3/4' r 7 1N1 5 HEX WAD SCREWS 1) 5/16' 01A . 1-5/6' 2 X 6 SYP OR SPF ROLLER ALL STEM I. TO A. J B BRACKET 70JAAB (NC 2 OR BETTER) AT FA JAYS BRACET TYPICAL BOTTOM BRACKET/ V WTSm GA CEKTER STSE C, LOALV. 57E[L END STILE T ANDWJT Y CALV. STEEL TRJ RIVETS TRACK T1•CDESS TRACK MINTING DETAIL NT. S L/ r IIOLT AND NUTS S SPLICE)) I C THROUGH) 1 wGE T B 1 A r . m G&STRIKE O) PER SECTION RAISE D ON PAGE 3 FOR JAMB BRACKET SPACING TRACK( CONFH( 2)RATION FOR 6'V UP TO 14' TALL DOORS WTS L j R C'DNTS . 87114A1 SECTION A - A (SIDE W T. S LICE TRACKS AT THIS LOCATION 4) 1/ 4-20 TOM SPLICE BOLTS a NUTS SECURE TO JAMB NTH (3) 6/16' DIA . 1-5/6' aG BOLTS 1 S/ 16' Om . 1-5/0' 10 DOLT ATTACHED TO JANS r EA. JAI® BRACKET 12 " CALV. STEEL AMW BRACKETS ATTACHED 1) 1/4'-20 TRACK SPLICE BOLT a NUT OR (2) RIVETS ALL M la0 II671 M DODA 6 1RNe:O•m 10 M V[AYK VAOC MAX SIZEH ES TRACKLMD a MAKNOD 10 MmXc NwD HnDIK 1ITdll[ RKwa Arrma w 9' X 14' Y = 2 wI ( TIFx JA(Ap Icmw NAIeAr ma IDAoI on DESIGN LOAD LItR/rr • tm.7 Lasm 19.1 PSF S MA ODDIt! ANDIR>•AIR aLL IS 0OHR60. K -CDRm Alo R( aA(Im TAM XTAIRNRS a >2(T IC(M R D TrA 22.6 PSF WA >ZC90K0 RWL t 25 G by wr) ROOD) ACC® IIRIT J NROVNITT 6 su-•r016Rm 0 STUCIUM& T1EIDKIS RKKL ISDnom TEST LOADS I 1 BY AREmsTm PROATSRDKAL O KNXX FOR KM TOADS 28.7 PSF T40G1T8 oK ImDRAKMNAOOMMIIIOIHIAUAOKIRS33.9 PSF FL THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/ DASMA 108. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): WIND SPEED MPH 142 129 122 117 112 EXPOSURE LEVEL B C C D I D MEAN ROOF HEIGHT 30' 15' 25' 15' 1 25' ICI DU E OF fO} ' KC. 2710! TDlalt Panel's mm smv IRC- 009-110- 11 9EET 1 6 I ItOZ l l Or 'T - 1 M I IULsa/ rtoswIDeOT OtARAO[ RNX T6)DI •' C SEE TF i% Btm CAOMIGC CORT VOSTO YODEL /65D OAK Sl YODEL /6OO STSATPORD YODEL #950 HERITAGE T Shore. Long, Flush k 0 S3 MW Of OU DATE 05/14AT o[D®er AE AT B B 2' 20GA. STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED V/(2) 1/4' % 3/4' HEX HEAD SCREWS AT END AND CENTER STILE OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT B 2' 20GA. STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED W/(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILE PTIONAL LONG PANEL GLAZED SECTION STRUT AND STILE LAYOUT 10 SHORT PANEL GLAZING FASTENER DETAIL S. LONG PANEL GLAZING FASTENER DETAIL GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 Frame WINDOW FRAME OPTIONAL DecrO INSERTS UV PROTECTION / WITH UV PROTECTION 1AIN. 3/32- THICK SSB GLASS AT 9 10 1a % . PANEL ]/+' PAN NEAR SCRENS ' NOIDON' iRAAE HE AT EACH LONG/WINDOWNDOM MOLDED INSIDE SECTION B—B WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' x r LAG IXREVS STARTING b' FROM D= THEN 24' = a Me OaIDOM 3;(r ATTA—_AR MG 11 PSI [DYF£TEWLTIKVIxEAfORYrST3/4' T FRDI 6, THEN 24. HE <2 1/2' EN 1/4'NDrTW/ SLEEVE ANUAG 3/e• x r3/+• $X r S-T. 6' FROM ENDS THEN 2+' OL. a V+• m/RANASET RETlEAO cralrsan 3/9' x r nARTDG c• FRDI oms PEN 24. OL a 1/z• F>aEOHvn ATTACHIE/1T TO MDL_ [-AA) XJ SDVSDI 1/4' x r M SCREWS STAA7D6 b• FRM ENDS, USE PARK OF FASTENERS LT APART) AT 24' OL. a 12' EMSED ENT) NILrI 1/4' x 2-3/4' KVW-CON Qa SOIEVS STARTEMG 6' FRDM ENDS, USE PAW OF FASTENERS Cr APART) AT 24. OG a 114• DGEMOIT) a x 6 V•'^Tff ' ATT ^v" TII -9D U ra® PSI REDNunSLEEVEANMO2LISxASTDSrORIG6• FROM 0 X TEN N' OC. tl L4• EMBEOENT) OR, lAE FASTE)EERS i'dt HO1W C-90 RODD LAGS AND KILTS CAN RE CMAMSOK TO PROVIDE A rLLDGI MOUNTING SIKFACE. WREPARATDL OF V® JAN3S BY OTHERS STRICTURE STRUCTLRE STRUCTURE SI.JTED u VL- WIN4 2x42 1 1/2' IDI T4, J r NINrr 5 5 5 ra AVAILABLE TRADE CONFIGURATIONS N.T.S. w MAX SZE 1s „ ;' No 0 9' 14' DESIGN LOAD r=C 19.1 PSF 22.6 PSF S E OF TEST LOADS R 1 • PSF s S+SL33.9 PSF FL 10 CARRIAGE a3W VPaTO-%AL01, NC. 1=5 MODEL #650 OAS SUMMrr w/Dar&We MODEL #600 STRATPOED w/Dur&We MODEL #950 B=AGE w/DRraSare Short. Long. Plash & Oak Snmmlt Panel's Zi I DAM eT OS I DATE "/Ol IRAW MAW B I omeT ME I DATE DMA) IRC-0009-11D-11 9r 2ff 3 TABLE 1 TABLE 2 TABLE 3 TABLE 4 gv at3»aPtal a ltiea6 as A Mn BDYOD BA w own MAOX 0A M URM Alb GAM am6 B wum VIE t m ou t 0Wm m W 7-1D Ft lag 11 1 Da: t alw1 D slRrr nAmDB. rol nr natal 6 gR RA. rtUMAX, 14' , .. t304 DESIGN LOAD - 19.1 PSF,. ; PSF22.6 9 ST OF ' SST LOAD F n4 S o}-N`` 33.9 PSF FL Amarr eee.r mn7 vas,ot.eALo, Ne rnae YODEL 650 OAK SUWWT w/Dur-afe MODEL /600 STRAT70RD w/DaraSafe YODEL /950 HEWAGR w/DnraS&fa Short, Long, Plush & Oak Summit Panel's 92E ' WA BY W Ulf m/N/D7 DAA= 00 ALL TRACK ATTACHMENT SPACING */-2' ALCOVED VITH SYP Qt SPF N0. 2 OR BETTER B OEM BY ME alE m/uw IRC-15WI10-11 90363 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E F G T 6' 6" 18 1/4" 36 1/4" 54 1/4" 67 1/2" T 18 1/4" 39 1/4" 60 1/4" 731/2" T 6" 15 1/4" 33 1/4" 51 1/4" 69 1/4" 81" 8' 18 1/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2" 8' 6" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 91 1/2" 9' 15 1/4" 33 1/4" 51 1/4" 69 1/4" 87 1/4" 99" 9' 6" 18.1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 103 1/2" 10' 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 109 1/2" 10'6" 18 1/4" 39 1/4" 60.1/4" 81 1/4" 102 1/4" 115 1/2" 11' 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 121 1/2" 11'6" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 127 1/2" 12' 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 120 1/4" 133 1/2" 12'6" 181/4" 36 1/4- 54 1/4- 72 1/4" 90 1/4' 1081/4" 1261/4" 1391/2" 13' 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 132 1!4" 145 1/2" 13' 6" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 120 1/4" 138 1/4" 151 1/2" 14' 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 123 1/4" 144 1/4" 157 1/2" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G S 6' 6" 10" 38" 58" 70" 7' 10" 38" 58" 76" 7'6" 4" 28" 52" 76" 82" 8' 10" 34" 58" 82" 88" 8' 6" 4" 28" 52" 76" 94" 9' 10" 34" 58" 82" 100" 9' 6" 4" 28" 52" 76" 100" 106" 10' 10" 34" 58" 82" 106" 112" 10' 6" 4" 28" 52" 76" 100" 118" 11' 10" 34" 58" 82" 106" 124" 11' 6" 4" 28" 52" 76" 100" 124" 130" 12' 10" 34" 58" 82" 106" 130" 136" 12'6" 4" 28" 52" 76" 100" 124" 142" 13' 10" 34" 58" 82" 106" 130" 148" 13'6" 4" 28" 52" 76" 100" 124" 148" 154" 14' 10" 34" 106" 130" 154" 160" DOOR HEIGHT SECTION HEIGHTS Btm 2 3 4 5 6 7 8 14' 0" 21" 21" 21' 21" 21" 21" 21" 21" 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" 13' 0" 21" 21" 21" 18" 18" 18" 18" 21" 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 12' 0" 21" 21" 21" 21" 21" 18" 21" 11' 6" 21" 21" 21" 18" 18" 18" 21" 11' 0" 21" 18" 18" 18" 18" 18" 21" 10' 6" 21" 21" 21" 21" 21" 21" 10' 0" 21" 21" 21" 18" 18" 21" 9'6" 21" 18" 18" 18" 18" 21" 9' 0" 18" 18" 18" 18" 18" 18" 8' 6" 21" 21" 21" 18" 21" I 8' 0" T 6" 21" 18" 18" 18" 18" 18" 18" 18" 21" 18" 7' 0" 21" 21" 21" 21" 6' 6" 24" 18" 18" 21" Section Width ft) Panel Type Center Stile Location Measured from Left Ems) Max Design Loads Allowed Positive PSF) Negtiee PSF) 8'0 Short, Oak Summit 48.000 21.4 25.3 S'0 Long 48.000 21.4 25.3 8'•2 Short, Oak Summit 49.000 20.9 24.8 8'2 Long 49.000 20.9 24.8 8'',4 Short, Oak Summit 50.000 20.5 24.3 8',4 tong 50.000 20.5 24.3 8'; 6 Short, Oak Summit 51.000 20.1 23.8 8'I6 Long 51.000 20.1 23.8 8'i8 Short, Oak Summit 52.000 19.7 23.4 8' i 8 Long 52.000 19.7 23.4 8'10 Short, Oak Summit 53.000 19.4 22.9 8';10 Long 53.000 19.4 22.9 9'0 Short, Oak Summit 54.000 19.1 22.6 9'! 0 Long 54.000 19.1 22.6