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HomeMy WebLinkAbout107 Red Cedar Dr; 17-2954; REPLACE GARAGE DOORCITY OF SANFORD CEENIV BUILDING PERMIT APPLICATION OCT 2017 Application No: BY: 4 0 ocumented Construction Value: $ 2,012.70 Job Address: 107 RED CEDAR DR SANFORD, FL 32773 Historic District: Yes No 0 Parcel ID: 02-20-30-509-0000-0870 Residential X Commercial Type of Work: New Addition Alteration Repair 0 Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Phone: 3212848290 Name MORA, ANA Street: 107 RED CEDAR DR 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: Bondipg Company: Address: Fax: 8772250658 Title: INSTALL MANAGER Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Phone: 407-302-8293 Resident of property? : YES Contractor Information Phone: 321-284-8290 Fax: 877-225-0658 State License No.: CRC1330671 Arch itectlEngineer 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 he inscribed with the date of application and the code in effect as of that date: 5' Edition (2014) Florida Building Code 95 Revised: June 30, 2015 ' k© r r F Pennit Application 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 Notary -State of FloridtrN CHARLES E• MERINO N it FF940114 MY COMMISSIO EXPIRES December 01 2019 Owner/Agent is ' 53 a y Known to Me or Produced ID k Type of ID -f-LD L- U3 LLQ.l„&l J L" Lg 10/03/17 Signature of Contractor/Agent Date WILLIAM WALDEN Print CHARLES E. MERINO r MY COMMISSION # FF940114 EXPIRES December 01, 2019 enn'i4A-0'13 Flortdallou+ryServlca.corr. Contractor/Agent is X Personally Known to Me or Produced ID Type of ID 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: ` to -I - 0 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE v Address: t o z BUILDING 1PERMIT Min Max., Inspection 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) REVISED: June 2014 Min I Mays Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max IIns ection Descri tionn Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHA:NICAL,IPERMIT.. Min I Max Min I Max Mechanical Rough Mechanical Final Gas Unde Gas Roug Gas Final 10/3/2017 SCPA Parcel View: 02-20-30-509-0000-0870 Property Record Card Parcel: 02-20-30-509-0000-0870 Owner: MORA ANA Cf6m zxaotrt ncxatxr Property Address: 107 RED CEDAR DR SANFORD, FL 32773-5680 Parcel Information Legal Description LOT 87 HIDDEN LAKE VILLAS PH 1 PB 26 PGS 99 TO 101 Taxes Building Information j Value Summary 2017 Working 2016 Certified j Values ? Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $95,184 81,603 i..... d..— ..... Depreciated EXFT Value $800 800 Land Value (Market) $20,000 16,000 Land Value Ag JustiMarket Valuf, " $115,984 98,403 j Portability Adj Save Our Homes Adj I $50 696i....... 34,458 Amendment 1 Adj P&G Adj............ $0 0 Assessed Value $65,288 i 63,945 Tax Amount without SOH: $1,159.19 2016 Tax Bill Amount $606.53 Tax Estimator Save Our Homes Savings: $552.66 TRIM Notice Help I ' Does NOT INCLUDE Non Ad Valorem Assessments Year Built I i i 3 Description Actual/Effective Fixtures ' Bed Bath I Base Area 1 Total SF Living SF Ext Wall Adj Value Repl Value ! Appendages 1 I SINGLE 1983 i 7 3 2,5 1,008 i 1,867 i 1,533 i CB/STUCCO — $95,184 $112,644 r Description Area FAMILY FINISH http://parceldetail.scpafl.org/Parcel DetailI nfo.aspx?PID=02203050900000870 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 10/3/17 I hereby name and appoint: Thomas Beesi 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): The specific permit and application for work located at: 107 RED CEDAR DR SANFORD, FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: N/A License Holder Name: William Walden State License Number: CRC1330671 Signature of License Holder: S' \ STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 200 17 , by William Walden to me or who has produced identification and who did (did nqj ce oath. Notary Seal) Print or type name Notary Public - State of Commission No. My Commission Expires Rev. 08.12) 03 day of OCTOBEI who is iXpersonally known as 10/13,2017 parceldetail.scpafl.org/FootprintPage.aspx?PID=02203050900000870&BLDGNO=1 &PAGENO=1 Parcel: 02-20-30-509-0000-0870 Sketoh byApeN Sketoh RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 19 - Q " L-2 -- DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Building No.: 1 Page No: 1 l 1 w1LD/NC 1\ SANFORD O" ARnM 17-2954 http://parceldetail.scpafl.org/FootprintPage.aspx?PI D=02203050900000870&BLDGN0=1 &PAG EN0=1 1 /1 J Y' Product Approval Specification Form 1 7 - 2 9 5 4 Permit # Project Location Address 107 RED CEDAR DRIVE 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 8X7 FL5302.8-R7 Roll U , Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 r Category/Subcategory Manufacturer Product Description Florida Approval # including 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 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 Please Print) June 2014 Wt\ iccn, cA.)4Lc,L(!O x 16 G. GALV. RESIDENTIAL 3' 20GA STRUTS ATTACHED 2. 20GA STRUTS ATTACHED I4GA. DURASAFE T ROLLER BRACKET V/ 121 1/4• x 3/4' V/ (2) 1/4' 3/4' CENTER HINGE ATTACHED ATTACHED V/(3) 1/4• x HEX HEAD SCREWS AT EACH CENTER STILE HEX HEAD SCREWS AT V/ (1) 1/{' 3/4• 3/4' HEXHEAD SCREWS PER BRACKET EACH CENTER STILE HEX HEAD SCREWS ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' 1/2• BOLT L NUT PER BRACKET 3' 20G. STRUTS ATTACHED V/ (2) 1/4' x 3/4' O 3' x 20 GA. STRUT ON 70P SECTION HEX HEAD SCREWS AT EACH CENTER STPE TYPICAL TOP FIXTURES I1N.T.S. SEE PAGE 2 FOR OPTIONAL AZED SECTIDNS 25 GA SKIN (M600 AM650) 24 GAH95SKINO0) GSLTRUT AND STILE LAYOUT TYPICAL DURASAFE CENTER HINGE/ Y SEE (TABL.E 2) ON PAGE 3 FOR FRECIMMENDED SECTION CONFIGURATION N.T.S. G NOT SS)ENTSnCLARTFnRaARm A SEE TABLE { ON PARE 3 A FOR STILE PLACEMENTS S'-0'%. A EE (TABLE 1) ON T FOR STRUT SPACII INSIDE ELEVATION N.T.S. VVENTS PROV-E 70 sp In Y 200A STRUTS ATTACHED 62 s4 In FOR OPTIGNAL. V/ (2) 1/4' x 3/4' 14 GA. DURASAFE VENT) OF UNOBSTRUCTED AIR FLOW EACH. NEX HEAD SCREWS AT EMD H]NGE ATTACHED EACH ENO STILE V/ 2) 1/4• n 3/4' HEX HEAD SCREWS r m 14GA DURASAFE ROLLER CARRIERS ATTACHED 2'. TO END STILE V/ (2) 1/4' x 3/4' HEX HEX HEAD SCREWS PER CARRIER AT ENT 3. 20GA STRUTS ATTACHED V/ (2) 1/4' x 3/4' ' HEX HEAD SCREWS AT _' = EACH END STILE 2. 7 BALL STEEL , TYPICAL DURASAFE END HINGE/ M.T.S. J 1) 5/16' QA x 1-5/6' 2 X 6 SYP OR S LAG BOLT ATTACHED TO JAMB (NO. 2 OR BETT AT EA JAMB BRACKET OPTIONAL STOPHOLDING 20 GA CENTER STILE I 220 GA. GALV. STEEL END LE 7/16' CI. DOLT RETAINER/ I ) PER ROLLER 1/4-20 x 5/9TRACK SPLICE BOLT AND NUT 2' GAIN. STEEL TRACK OR (2) RIVETS TRACK THICKNESS .051 TRACK MOUNTING DETAIL N.T.S. 3' 2DGA STRUT ATTACHED V/ 2) 1/4' x 3/4' HEX HEAD SCREWS AT CENTER STILE O O TYPICAL STILE STIFFENER/ c 1 N.T.S. JJ 16 GA RESIDENTIAL TDP FIXTURE ATTACHED V/ 3) t/4' n 3/4' 11" HEAD SCREWS ABLE S ADJUSTLIDEBRACKET ATTACHED V/( 2) L/4' x 1/2' BOLT AND NUTS S SSPLICE) STILE STIFFENERS (1) C LOGTEDINHINGEHCLE(S) (THIS H) ONTOPSECTIONONLYGHOLES FOR STRUT END HINGE r ATTACHMENT U GA. STRUT NOT SHOWN FOR CLARITY) g A 3' x 20 GA. STRUTS U PER SECTION 2' x 20 GA STRUTS U ON BOTTOM OF GOD NUMBERED SECTIONS SECTIONS L 3, 5 AND 7) BOTTOM BRACKET ATTACHm W/ ( 3) 1/4' . 3/4' HEX HEAD SCREWS O CENT. STEEL RETAINER W/ CONT. STM SEAL SECTION A -A (SIDE VIEW) N. T.S. W/ ( 4) 1/4'-20 TRACK SPLICE BOLTS k NUTS SECURE TO JAMB WITH (3) 5/18' DIA. x 1-5/8' LAC BOLTS I) 5/16' DIA x 1-5/8' LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 CA GALV STEEL JAMB BRACKETS ATTA04ED W/ (1) 1/4'-20 TRACK SPLICE DOLT $ NUT OR ( 2) RIVETS LSEE ( TABLE 3) ON PAGE 3 SIDE FOR JAMB BRACKET SPACING TRACK CONFIGURA71ON FOR 6'6' UP TO 14' TALL DOORS N. T.S. O INTERIOR OF (APACE wAX WID1H R'D' REM. LOADS 2' 7 BALL STEEL 41 a 2iSEE OTE 2 ROLLER V/5' STEM TYPICAL BOTTOM BRACKET 4 N.T.S. SPE( SFIGTI(NS AND MOBS THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM Au THE LOAG FROM T DOOR is TRAN4ERRm TD THE MD,T TRAK, Wm na 1RAf% TE LOAD Is TRABBFERPm TO nE sERROa JAMRS. E330 AND AN51/DASMA 108. THE PRESSURES SHOWN ON THE ME HFERRE TAL JUNK OP N m "GEMSND AONT. OF ME LDAO WAHSTERREOHR. TME ODOR DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE ECOWS )0L"'w DHSOR Laos a: I220 A•IAw iRMIM FOLLOWING PARAMETERS ( 5 FEET OF DOOR WIDTH IN THE END 1 DOORS ANO NAROWARE — BE DE9F1En, MMAMACIURED ZONE, ROOF AT ANY SLOPE: AND NSTALIFD WTN STANDARDS AS SET FIRTH BY — WAND SPEED ( MPH) 168 152 1 145 138 133 DOOR SECTORS SNAIL BE 25 G.A WN. (.Ofsj ROUDD FDRwED LIGHT root w TY EXPOSURE LEVEL B C C D D By AA ME— PRDDmOMOD R s auLEMUNDERFORTSALLMOLOANMEANROOFHEIGHT 30' 15' 25' 15• 1 25' 1NquTD TAUS Oft— N AEG— . OTIOR LOA%Ncc L5302—.?- rc,-7 DU B lwuim NOTE 6 E 019AR TO ASCE 7-10/17EC 2010 It/04/11 a(c D amwwm 549D C0E1 ufloN O7 RIR i• GFFaS •;9 S'i No 0048579r= MAX SIZE 9' x 14 as * • 7 oc6 DESIGN LOAD 26. 7 PSF 31.6 PSF y po :.'d 7 '+ oa e N "' ` TEST LOADS fN•. p R 1OP': `a,`S 401 Q - 47. 4 PSF FL 165 CARRIAGE COURT VMSTON-SR MODEL #650 OAK SUMMIT MODEL #600 STRATFORD w MODEL 0950 HERITAGE w/1 Short, Long, Flush & Oak ff WANBY 91 DATE _18/00/01 31 Om00 BY Acl DAE 05/UB/b3 NL. 27105 Summit Panel' s DRAWO HUH IRC-6009- 130-15 SECT I OF 3 P t GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 De°r°F—a NTNDOW FRAME OPTIONAL DecrR INSERTSj-1NTH UV PROTECTION NTH UV PROTECTION 1 FIN 3/32" THICK SSB GLASS r waivuii r"ND°DvsmwE aleunµr,ow3mMrt MOLDED INSIDE FRAME SECTION B-B 18-1/B' 38-1/8' 2 -3 3 _ 10-5/B' 10-5/8' Z. SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N.T.S. N.T.S. B B 3' 20GA. STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED V/(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILES OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT B B 3' 20GA. STRUT LOCATED AT THE TOP OF GLAZED SECTION ATTACHED V/(2) 1/4' X 3/4' HEX HEAD SCREWS AT END AND CENTER STILES OPTIONAL LONG PANEL GLAZE SECTION STRUT AND STILE LAYOUT H2 LJW2 A WOOD JAMB ATTACHMENT TO STRUCTURE R 5/16' X 3' LAC SCREWS STARTING 6' FROM ENDS THEN 24' D.C. (1 112' EMBEDMENT) R N P T HILTI KVIX BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24. O.C. <2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. (1 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) 6' F BLOCK SIMPSON 1/4' X 3' TITEN SCREVS STARTING FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' O.C. (1 112' EMBEDMENT) HILTI 1/4' X 2-3/4' KVIK-CON II4 SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 24' O.C. U 1/4' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4'. STARTING 6' FROM EN111 GROUT) S THEN 24' O.C. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR FELLOW C-90 BLOCK) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. a PREPARATION OF WOOD JAMBS BY OTHERS WOOD ICONCRETE IFULLOV BLOCK GROUTED BLOC STRUCTURE STRUCTURE STRUCTURE STRUCTURE i 1/2' MIN 2-3 2' MIN1-1/ 2X6 JAMB TYP. 3' MIN AVAILABLE TRACK CONFIGURATIONS N.T.S. A -. _..._ a _.__.._--..._.. ®PD/Ds DU ADHD UVf91161T ANO DA NG OPT96 B VDAIED NOIE 6 09/U2/OB DU C LNDATED TO ASCE 7-10 2010 11 I 09 D DUO STRUT COHRAA &ION 03/01/13 AIR dl: dam: No O[W-579_: MAX SIZE ,,,=, m^ *e. 9• N an DESIGN LOAD 26.A6PSF31.6 2 ° p e oT 1 FF o PSF TEST LOADS 2 JJsf ''/L ,, '•i.'at01ol 47.4 PSF'" FL Jaa2aest9aTg6 6 CARRIAGE COURT VINSTON-SALEN• HE. 27103 MODEL /850 OAK SUMMIT w/DuraSafe MODEL /800 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short. Lone, Flu8h & Oak Summit Panel's SUE 00% BY DIa I DAD: @/W/03 I DMNM UHR B OIEM BY AM I DAIE 05/08/03 IRC-6009-130-15 SIM 2 OF 3 TABLE 1 TABLE 2 REV DESMPTION ff If ISM DAIS BY TABLE 3 TABLE 4 A IFDATEO BOT WJMI N INA1NN oe/D/os ou AM 011f9.YlAY AID &A211G OP S B WIMIM NOT 6 09/02/06 DU C UPB.ITEO ID ASCE 7-10 2DI0 11 04 I1 0RC 0 OUNOD SW C011 M IXIII 03 3 RIB m llll\IIIBSH 6seejenaBeesS,` CF°iaEIV Ws `; No 0048579 r MAX%SIZE LL •• {t; •:* o DESIGN LOAD 26.7 PSF s9•,'(Ii1F7 '> 31.6 PSF re• 6i\• cj ee TEST LOADS ^t; emej5'/Q L IPe 2340.1 PSF E 2 ej01161A pal\\\l\ " 47.4 PSF ' FL AIA.I O.• 165 CARRI. mRT VINSTQI-SALDI. NC. v= MODEL #650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe ALL TRACK ATTACHMENT SPACING +/-2- ALLOWED WTH SW OR SPF N0. 2 OR BETTER ONLY MODEL 1950 HERITAGE w/DuraSafe Short, Long, Flush k Oak Summit Paael's 97E DRAW BY DU DATE 05/0B/N DRAW NUW R B mooDBY A9E DATE ovoa/o3 IRC-6009-130-15 9M3OF3 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H I J K T 6' 6" 6 3/4" 18 1/4" 36 1/4" 43 1!2" 54 1!4" 76 1/2" 7' 63/4" 18 1/4" 39 1/4" 46 1/2" 601/4" 82 1/2" i 6" 6 3/4" 15 1/4" 33 1/4" 40 1/2" 51 1/4" 69 1/4" 76 1/2" 88 1/2" 6' 6 3/4" 18 1/4" 36 1/4" 43 1/2" 54 1/4" 72 1!4" 79 1/2" 94 1/2" 8' 6" 6 3/4" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 78 1l4" 85 1/2" 100 112" 9' 6 3/4" 15 1/4" 33 1/4" 40 1/2` 51 1/4" 69 1/4" 76 1/2" 87 1/4" 106 1/2" 9' 6" 6 3/4" 18 1/4" 36 1/4" 43 1/2" 54 1!4" 72 1/4" 79 1/2" 90 114" 112 112" 10' 6 3/4" 18 1/4" 39 1!4" 46 1/2" 60 1/4" 78 1!4" 85 1/2" 96 1/4" 118 112" 10' 6" 63/4" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 811/4" 88 1/2" 102 1/4" 124 112" 11' 6 3/4" 18 1!4" 36 1/4" 43 1!2" 54 1/4" 72 1/4" 79 1/2" 90 1/4" 108 1/4" 115 7/2" 130 1!2" 11' 6" 6 3/4" 18 1!4" 39 1/4" 46 112" 60 1/4" 76 1/4" 85 1/2" 96 1/4" 114 1/4" 121 1/2" 136 1/2" 12' 6 3/4" 16 1/4" 39 1/4" 46 1/2" 60 1!4" 81 1/4" 88 1/2" 102 1/4" 120 1/4" 127 1/2" 142 1!2" 12' 6" 6 3/4" 18 1/4" 36 1/4" 43 1/2" 54 1/4" 72 1/4" 79 1/2" 90 1/4" 108 1/4" 115 1!2" 126 1/4" 148 1/2" 13' 6 3/4" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 72 1/4" 79 1/2" 90 1/4" 108 1/4" 115 1!2" 126 1/4" 154 1/2" 13' 6" 6 3/4" 18 1/4" 39 1/4" 46 1/2" 60 11 4" 81 1 /4" 88 1/2" 102 1/4" 120 1/4" 127 1/2" 138 1/4" 160 1/2" 14' 6 3/4" 18 1/4" 39 1/4" 46 1/2"160 1/4" 81 1!4" 88 1/2" 102 1/4" 123 1!4" 130 1/2" 144 1/4" 166 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" 58" 82" 106" 130" 154" 160" DOOR SECl10N HEIGHTS HEIGHT Btm 2 3 4 5 6 7 14' 0" 212121" 2121" 21" 21" 13' 6" 212121" 2121" 18" 18"13' 0" dl" 212121" 18" 18" 18" 18" 12' 6" 2118" 18" 18" 18" 18" 18" 12' 0" 21" 21" 21" 21" 21" 18" 21" 11' 6" 21" 21" 21" 18" 18" 18" 21" i 11' 0" 21" 18" 18" 18" 18" 18" 21" 10' 6" 10' 0" 21" 21" 21" 21" 21" 21" 21" 18" 21" 18" 21" 21" 9' 6" 21" 18" 18" 18" 18" 21" 9' 0" 18" 18" 18" 18" 18" 18" I 8' 6" 21" 21" 21" 18" 21" 8' 0" 21" 18" 18" 18" 21" I i 7' 6" 18" 18" 18" 18" 18" 7' 0" 21" 21" 21" 21" 6' 6" 21" 18" 18" 21" j Section Width ft) Panel Type Center Stile Location Measured from Left Edge) Max Design Loads Allowed Positive NegBiAe PSF) ( PSF) 8" 0 Short, Oak Summit 48.000 29.9 35.4 8' 0 Long 48.000 29.9 35.4 8' 2 Short, Oak Summit 49.000 29.3 34.7 8", 2 Long 49.000 29.3 34.7 8' i4 Short, Oak Summit 50.000 28.7 34.0 8" 4 Long 50.000 28.7 34,0 8' i6 Short, Oak Summit 51.000 28.1 33.3 8' 6 Long 51.000 28.1 33.3 8' i8 Short, Oak Summit 52.000 27.6 32.7 8' j8 Long 52.000 27.6 32.7 8'{ 10 Short, Oak Summit 53.000 27.1 32.0 8' 10 Long 53.000 27.1 32.0 9' i0 Short, Oak Summit 54.000 26.7 31.6 9"- 0 Long 54.000 26.7 31.6