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Home My WebLink About2430 Yale Ave - BR17-002854 - GARAGE DOORr r. SEP 2 6 2017 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 1,772.90 Job Address: 2430 YALE AVE Historic District: Yes No 0 Parcel ID: 31-19-31-519-0000-0230 Residential 0 Commercial Type of Work: New Addition Alteration Repair El Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person: CHARLES MERINO Phone: 3212848290 Name NEWMAN, CHARLES Street: 2430 YALE AVE City, State Zip: SANFORD, FL 32771 Name WILLIAM WALDEN Street: 244 OBRIEN RD City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: Title: INSTALL MANAGER Fax: 8772250658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Phone: 407-399-2145 . Resident of property? : YES Contractor Information Phone: 321-284-8290 Fax: 877-225-0658 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 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 ofthis 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 ofthe property of the requirements ofFlorida 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID LLM LA 09/25/17 ' ~' SignatureofContractor/Agent Date's J ^ w WILLIAM WALDEN M C) Print Contractor/A s N e n nature of Notary -State of Florida n Date o rn Z 2. a o -n Contractor/Agent is X Personally Known to NMor 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: Sf lo• L-+1 Revised: June 30, 2015 Permit Application REQUIRED INSPECTIONION SEQUENCE Address: BUILIDING PERMIT Min Max., Ins ection Descri don 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 000 Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Min Max Inns ection Descri tion 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 b 1MII+,CHANICAL IP.ERb3IT". Min I Max I Inspection Descril2flon Mechanical Rough Mechanical Final min Max ]Ins ection Descri ti®n Gas Underground Gas Rough Gas Final REVISED: June 2014 Billing Address Charles Newman 2430 Yale Avenue Sanford, FL 32771 USA Precision Door Service of Central Florida Invoice 30274399 2" O'Brien Rd Invoice Date 9/25/2017 Fern Park, FL 32730 Completed Date 877-225-0658 Customer PO Description of Work Job Address Charles Newman 2430 Yale Avenue Sanford, FL 32771 USA Task # Description Quantity Your Price Your Total 1 110 MPH Wind Load 1.00 0.00 0.00 2 16x7 Garage Door - Enduring Door Collection 1.00 1,493.00 1,493.00 3 Enduring 100 Non Insulated: Heavy-duty Exterior Steel - Durable, Reliable, Low 1.00 0.00 0.00 Maintenance 4 Enduring Collection: 24 gauge steel 1.00 0.00 0.00 5 Lifetime Warranty on Hardware 1.00 0.00 0.00 6 Lifetime Warranty on Paint Finish 1.00 0.00 0.00 7 Torsion Spring Assembly 1.00 0.00 0.00 8 New Door Vinyl Trim Kit for Double Car Garage Door: Includes (1) Horizontal 1.00 79.95 79.95 piece and (2) Vertical pieces 9 150 off New Garage Door 1.00 150.00 150.00 10 Long Panel Design 1.00 0.00 0.00 11 Long Panel Design 1.00 0.00 0.00 12 Low Headroom Track 1.00 0.00 0.00 13 Seminole County: Door Permit 1.00 100.00 100.00 14 2x6 Pressure Treated Lumber Build out for 16-18' Garage Door: Includes 1.00 249.95 249.95 Vertical Jambs, Header and Spring Pad Paid On Type Memo Amount 9/2S/2017 Visa 177.29 Sub -Total 1,772.90 Tax 0.00 Total Due 1,772.90 Payment 177.29 Balance Due 1,595.61 Contractor Number: CRC1330671 Billing Address Charles Newman 2430 Yale Avenue Sanford, FL 32771 USA Precision Door Service of Central Florida 244 O'Brien Rd Fern Park, FL 32730 844) 737-3667 Description of Work Invoice 30235117 Invoice Date 9/25/2017 Completed Date 9/25/2017 Customer PO Job Address Charles Newman 2430 Yale Avenue Sanford, FL 32771 USA Sub -Total $0.00 Tax $0.00 Total Due $0.00 Balance Due $0.00 Contractor Number: CRC1330671 I authorize Precision Door Service of Central Florida to perform an initial door/service and repair estimate on [enter date] which will be presented to me in writing. i I acknowledge that an initial door/service and repair estimate was performed on [enter date] and was presented to me in writing and sent by e-mail. 9/25/2017 SCPA Parcel View: 31-19-31-519-0000-0230 Property Record Card Parcel: 31-19-31-519-0000-0230 Owner: NEWMAN CHARLES D Property Address: 2430 YALE AVE SANFORD, FL 32771-4592 Value Summary Parcel 31-19-31-519-0000-0230 ' i T2017 Working 2016 Certified Values.......__..._.._._..._._....jjj.._Values..._..............._....._....... i Owner NEWMAN CHARLES D w__..._.____......_._._.._......._.................... _..........i j Valuation Method Cost/Market Cost/Market Property Address 2430 YALE AVE SANFORD, FL 32771-4592 Number of Buildings 2 2 Mailing 2430 YALE AVE SANFORD, FL 32771-4592 Depreciated Bldg Value $50 584 $46 812 Subdivision Name I PHILLIPS TERRACE j 600 Tax District E S1 SANFORD j Depreciated EXFT Value $600 t Land Value (Market) $15,150 $14,014 DOR Use Code W-'SINGLE FAMILY I .... Land Value Ag Exemptions 00-HOMESTEAD(1994)-- I Just?Market Value `* $66,334 $61,426 Portability Adj i.... ..... _. __ Save Our Homes Adj $11,562 $7,781 Amendment 1 Adj I P&G Adj $0 1 $0 Assessed Value $54,772 $53,645 Tax Amount without SOH: $587.49 2016 Tax Bill Amount $528.69 Tax Estimator Save Our Homes Savings: $58.80 TRIM Notice Hein Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 23 PHILLIPS TERRACE I jPB8PG59 Taxes Taxing Authority J. Assessment Value i Exempt L Values Taxable Value j County General Fund L_ __ 54 772 ' 29 772 25 000 Schools 54 772 25 000 29 772 I City Sanford 54 772 29 772 25 000 SJWM(Samt Johns Water Management) 54 772 29 772 25 000 County Bonds 54 772 i 29 772 25 000 j Sales i Description Date Book (Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2010 07409 1967 100 i No Improved 1' Finn Compraaabte SalesII._..___......_...._......._.j y- ----- ------ -W Land r ,,..,...,.........__,__,._.... Method Frontage i Depth Units Units Price Land Value FRONT FOOT & DEPTH 75.00 ! 145.00 ( 0 ? 200 00 15,150 Building Information Is Bed/Bath count incorrect. Click Here. j Description Year Built l Actual/Effective Fixtures Bed Bath Base Area Total SF j Living SF Ext Wall Adj Value Repl Value Appendages 1 SINGLE 1952 3 ; 2 1.0 720 1,529 1,095 = CB/STUCCO 42 784 $83,480 E Descri lion AreaFAMILYFINISH ENCLOSED I. PORCH 224.00 UNFINISHED BASE SEMI t 375.00 f http://parceidetail.scpafl.org/Parcel Detail Info.aspx? PI D=31193151900000230 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 9/25/17 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): IN The specific permit and application for work located at: 2430 YALE AVE SANFORD, FL Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: William Walden State License Number: CRC1330671 N/A Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 25 day of SEPTEMBJER 200 17, by William Walden who is rXpersonally known to me or who has produced as identification and who did (did not) eVat W•' Signature Notary Seal) Print or type name Notary Public - State of Floridari Commission No. COLe-1 My Commission Expires: Rev. 08.12) r' 9/25/iO17 parceldetail. scpafl. org/FootprintPage. aspx? PI D=31193151900000230&BLDG N 0=2&PAGEN 0=1 RECORD COPY REVIEWED FOR CODE COMPLIANCE 5F PLANS EXAMINER ts2.2 • 1 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERREQUIRINGACORRECTIONOFERRORSINPLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 1 7 - 2 8 5 4 a http://parceldetail.scpafl.org/FootprintPage.aspx?PI D=31193151900000230&BLDGNO=2&PAGENO=1 1 /1 9/25/1017 parceldetail.scpafl.org/FootprintPage.aspx?PID=31193151900000230&BLDGNO=1 &PAGEN0=1 Parcel: 31-19-31-519-0000-0230 Building No.: 1 Page No: 1 http://parceldetail.scpafl.org/FootprintPage.aspx?PID=31193151900000230&BLDGNO=1&PAGENO=1 1/1 V Product Approval Specification Form Permit # Project Location Address 2430 YALE AVE 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.floridabuilding.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 16X7 FL5302.13-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 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 tIq WOld t'1 Please Print) June 2014 to Ixx. v. 14GA. DU(ASAFET13PROLLERBRACKET - CENTER HINGE ATTACHED ATTACHED V/(3) 1/1' x 3/4• --" V/ U) LI' x 3/Y 16 GA RESIDENTDAL HEX AD SCREWS PER%D:. HEX HEAD SCREWS 2' V/(3n1/x 3/1HEX HEAD SCREWSBRACKE ° ADJUSTABLE SLIDE BRACKET ATTACHED 1(1) 1/4' x 1/1 BOLT AND ISO • 3. 20GP. STRUTS1 ATTACHEDV/ (2) L4' x AT4. Pt .AStl(TNCI(OO L M650)L M650) HEX HEAD SCREWS AT ® 24 GA SKIN (N950) EACH CENTER STILE - ADJUSTABLE ROLLER CARRIER ATTACHED W/ (2) 1/4• x 1/2' -„ BOLT L NUT PER BRACKET SEE PAGE 2 FOR OPTIONAL rL) PLICE TRACKS AT THIS LOCATION TY CA TOP FIX (LAZED SECTI ' // (4) 1/4'-20 TRACK SPLICE BOLTS & NUTS Ts STRUT AND STILE LAVOIJT fCL1LAG 8R0E1Tro5 JAYS NTH (3) 5/16• aA . 1-6/e• 1 TYPICAL DURASAFE CENTER HINGE/ 7 1ON.T.S. G / S 5/16' DIA. x 1-5/8° STILT STIFFENERS (5) LOCATED IN HINGE HOLE( IN TOP SECTION ONLY HOLES FCR STE ATTACHMENT (D IS REDIIURED) 0 O TYPICAL STILE_STIFFENER rJN.T.S. L—A 4 ON PAGE 3ERTAJILEPLACEMENTS TABLE . ON PACE 3STILEFORSTRUTSPACING 16'-0' MAX VENTS PROVIDE 70 5q In. INSIDE ELEVATION 62 Eq. I^FUR OPTIONAL 3' 2OGA. STRUT VENT)UNOBSTRUCTED N.T.S. ATTACHED W/ 2) 1/4- X 3/4' CAC HEX HEAD SCREWS AT END AND CENTER BOTTOM BRACKETl4GADURASAFESTILESENDNINGEATTACHED V/ (2) 1/4' 3/4' B 14 W THICK ATTACHED V/(3) 1/4• X 3/4' HEX HEAD SCREWS 3. 20GA. STRUTS HEX HEAD SCREWS ATTACHED V/ (2) 4' x 3/4' HEX 146A URASAFE 1 AEA SCREWS AT ROLLER CARRIERS ATTACHED EACH END STILE TO END STILE W/ (2) 1/4' x 3/4' BRB HEX HEAD SCREWS PER CARRIER 0- NYLON 2' 7-BALL STEEL OR NYLOI SHORT STEM ROLLER SHORT STEM ROLLERS TYPICAL BOTTOM BRACKET/ ,I M.T.S. TYPICAL DURASAFE END HINGE / jN.T.S. 1) 5/1C OA. x 1-5/6• LA BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 2 X 6 SYP OR SPF NO. 2 OR BETTER) 20 GA CENTER STILE axi 10 CA GALV. STEELEHoSTLE 2- GALV. STEEL TRAP( x 5/8'7RACK TRACK THICKNESS .051' BOLT AND NUT RIVETS TRACK MOUNTING DETAIL N.T.S. TWO (2) ROWS OF THREE (W VENTS EQUALS 15 SO. INCHES END HINGE 14 GA x 20 GA STRUTS PER EVEN NUMBERED SECT113N CTIDNS 2, 4, 6 AND B) PER ODD NUMBERED SECTION ETIONS 1, 3. 5 AND 7) TTOM BRACKET ATTACHED HEX HEADESOEWS WTCORETAJNENT, B7N SEAL R SECTION A -A (SIDE MEWL N.T.S. 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 FOLLONING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE : WIND SPEED MPH 142 129 122 117 112 EXPOSURE LEVELI B C C D I D ji MEAN ROOF HEIGHT 1 30' 15' 25' 15' 1 25' NTCTM0IH Oi GRACE I MAx 111DM 1B'o' I+ DESOK LOADS j"4 LOBB.4 IBS/iT SEC N01F 2 M A SPLICE) LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 12 GA GALV. STEEL JAMB BRACKE75 C ATTACHED W/ (1) 1/4•-20 THROUGH) TRACCK) P BOLT & NUT B 1A LSEE (TABLE 3) OR PAGE 3 SIDE FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6• UP TO 14' TALL DOORS N.T.S. 1. ALL THE LOAD FROM M DOON 6 1RAMSFFMm TO THE )ERRTk- TRACK. FROM TIE I. THE L(MD K SANSFEP%D TO THE VOITICAL JABSMEINRUOTIt —3 OR HEAD01 DECOYED NO PORTION To THE WM TRA-01 FROM THE DOOR. i EAG vFAnCAL Uwes IEGQ£M1PTTswA1DNA OEROx LOADS OF.1N.4 L66/fT • -IaeA Unm a DOM AND HARDWARE MLL BE DESIONEX MANOFACTURSDANDDISTILLEDMIMSTANDARDSASSETIMPBYDASMA 4 DOCK YGNONS SXAL BE 25 M TUNA (.DIM') ROLLED F W LIGHT OLMMEROA4 DMAUTY S )LPPORTNG STRUCTURAL LLf>ENB SH— BE DEAIOEDBYAREOSTREDPRWFS9aKEMDNCERFORDIDLOADSBoKIRDONINSORANNONADDITIONMOVERLOAODI6S I RVER TO TABLES ON THE PARE 3 FOR ADOOONAL DOOR MOMSANDTENDE9aAZ59NBE5 16Y I DES WTM OF REMS DATE IBY A MTM WIN BU0Z7 WORIA ON DI/OS/OS QJ AM OAXYBDBI MD QAX OPTIONS B IBM NOTE6 D) OU D SFIDAEO 7ABIE 5. NOTE 7 05 COT D WD 90 TAWS & WAd( CQ&ARATIQS 041OP21 RR E AM XriON 8711EA5 RD QADNG OPIXIS XQ112 I RJR MAX SIZE s E•'n' °`G 11/)j';09 ,2i 14' HEIHT LL i: No 00413579 DOOR warwunro e .kZ y}y McRT DESIGN LOADLOADS 18.3 PSF i :•• $(. OF ""di 20.8 PSF TEST LOADS G a i /. .• .4, P,: `G~,a3Ey:`y ^ O R y . 27.5 PSF 31.2 PSF FL Pei S.:,t. +`t` 2M 165 CARIA6E WURT VINST[N-SAEM. RC. 07105 ELMOD/850 OAK SUMMIT w/DuraSafe MODEL f800 STRATFORD w/Dur&Safe MODEL #950 HERITAGE w/Dur&Safe Short, Long. Flush & Oak Summit Panel's UE QUAD BY QA DALE a/D)/hl MAW KAM B OfCO BY ALE I DATE 04/07jW IRC-6016-110-15 I OF 3 B THEATTACHED D SCREWS OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) B B 3. 20G01 STRUT LOCATED OR THE TOP AND BOTTOM ff GLAZED SECTION ATTACHED V/Q) 1EN X D C HEXHEADSCREWSATENDANDCENTER STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B 8 B B i OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLAZING OPTION AVALLABLE ONLY ON DOOR5 15'9 THROUGH 1610 WIDE DOORS LESS THAN IS'8 WIDE MUST USE SHORT PANEL GLAZING OR CLOSEDSECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE ATTI AME ST RUCTURECTlRE5/16' X 3' LAG SCREWSSTARTING 6' FROM ENDS THEN 24' DC. (11/2' EMBEDMENT) c CONCRETE HILTI KWIK' BOLT 3/8' XT4' STARTING 6' FROM ENDS THEN 24' MC, (2 1/2' EMBEDMENT) HILTI SLEEVEANCHOR3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' O.C. (1 1/4' EMBEDMENT) ITV/RAMIETREDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 24. O.C. <21/2' EMBEDMENT) P X 6 VERTICAL IAMB ATTACH.MF NTTOHOLLOV [-90 HLOCK SIMPS13N 1/ 4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24, O.C. (11/2' EMBEDMENT) HILTI 1/ 4' X 2-3/4' KWIK-CCN II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART), AT 24. O.C. (11/4' EMBEDMENT) moon Psi GRNUT) HILTI SLEEVE ANCHOR 3/8'°X 2-3/4' STARTING 6' FROM ENDS THEN 24' U.L. (1 l/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WPREPARATION OFWOODJAMBSBYOTHERSW000CONCRETE HOLLOV BLOC GROUTED BLOCK i STRUCTURE STRUCTURE STRUCTURE STRUCTURE W G Wi 2' MIIN 2-3/4' MIN t-1/2' MIN 2X6 JAMB TYP. 3' MIN y S 2• -3 h •3 10-5/ 8' 10-5/8, Z SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER DETAIL N.T. S. N.T. S. GLAZINGOPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS AS TM E1300-04 DearaFrome WINDOW FRAME OPTIONAL Decra INSERTS CMATH UV PROTECTION WITH UV PROTECTION MIN. 3/ 32' THICK SSB GLASS 70 e X 3/M' PANEL PANNFADSCREWS LEY DWPDON OF AEM ISAT $HqtWNDOWEAAYEAEACH X 3/4' PAN NEAR S"EW6 n7ID BOM BRAW AT EAWLIXMrPNELWNDOWiRAYEMOLDEDINSIDEFRAMEASECTIONB— B ADomDANSNIrrANDaA R xmm e AVAILABLE TRACK CONFIGURATIONS N.tS. DU p9 J4o"_ jU -ur7Bt 2n MAX SIZE S:^ ? °•° M'Z' ,;.','%ly'' ° e 14' HEIGHT W961iR 111Y4TATgi DESIGNLOA ) s • _ 3 PSF J a `.•..J (., 8 PSF TEST LOADS 3` °'°aa :. ^.•,. d^ ,'^. "°'\ ; 21.5 PS qq ? `• E2 a''r)r; =:•:.•'°:: a`?o H'7 31.2 PSF FL 165 CARRIA E COURT VINSTDI-SALEM. N.C. E7105 MODEL #850 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, LonS, Flush k Oak Summit Panel's M DRAIBO BY DIU DAIS 01/W/01 DRAIWO ICIM B OOED BY Am DALE OAA I/w IRC-6016-110-15 '. SIM 2OF3 TABLE 4 TAB TABLE 1 EMMEMN TABLE 2 TABLE 3 DOOR SECTION HEIGHTS HEIGHT Btm #2 #3 !t4 #5 #6 #7 #8 14'0" 21" 21" 21" 21" 21" 21" 21" 21" 13'6" 21" 21" 21" 21" 21" 18" 18" 21" MIR 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" 1l'O" 21" 18' 18" 18" 18" 18' 21" . RfY RSQ'PR91 6 RENS016 DATE aY 10' 6" 21" 21" 21" 21" 21" 21' - A ' BUM T WOBUTIdi p7 5p5 p3 10' 0" 21" 21" 21" 18" 18" 21" - - AM wxsii of A10 6ADIG wwi 96" 21" 18' 18" 18" 18" 21"og/m/ge owBanxm[B 910. 18" 18' 18" 18" 18" 18" } C REIM TIaE No1E 7 a' 6" 21" 1F21" 21" 18" 21" -- - 9 N10 SEGO TABLE a TRH]! O11FIO3AATDIS 01 2 13R E ADDED MRfil AOLLDS 1ED ISA281G IdR 870" 21" 18" 18" 18" 21 r „ - + 1 11LiA A•s eT6" 18" 18" 18" 18" 18 _ T 0' 21" 21" 21" 21" _ t o r tE l fie 6' 8' 21" 18" 18" 21' 1 sWIDT s `' 14' HEIGHT ? ggALLTRACKATTACHMENTSPACINGi/-2' ALLOWED (paOR Now, - e * J1GWIM-I SYP OR SPF NO. 2 OR BETTER ONLY Sue.ECt tp aQ urt I1NriAllOraJ _ , ! DESIGN LOADS • l]"' 18.3 PSF' „ cIif - F : f 20.8 PSF Ge o OTESTLOADS err `p„"•,.,,; •<:\'fi e,, 327.5 PSF E2 rFj ( 31.2 PSF f't FL EP'Y9ldA0 EIii{itt`, a 165 CARRI COORT WINSTQI-TALFN. NL. 87103 MODEL #850 OAK SU)QMIT a/D1ua8afe MODEL #800 9TRATFD1iD w/D1LraSafe MODEL #950 HERITAGE w/D1unSnfe Short, LonjI, Flush & Oak Summit Panel's 9II DRAM BY ad 611E 01/B//61 tllAfslO NB@A g OM BY MAZE 04 IRC-6016-110-15 skin eona neeamee aged l --- -- M7 3 ff 3 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H I J K T 6'6" 5112" 18 1/4' 36 1/4* 431/2' S41/4" 671/2" T 5 1!2" 18 1/4" 39 1/4' 46 1/2. 60 1/4" 73 112' T 6• 5 1/2" 15 1/4" 33 1/4. 40 1/2' 51 114' 69 1/4" 88 1!2' 8' 5 1/2^ 18 1/4" 36 1/4' 43 1/2' S4 114' 72 1/4' 94 1/2'8' 6' S 1/2" 18 1/4" 391/4` 461/2' 60 1f4" 78 1/4" J791/2" 100 112"9' S 1/2" 15 1/4" 33 1!4' 40 1/2' S1 1!4" 69 1!4' 87 1/4" 99'9' 8' S 1/2" 18 1/4' 361/4" 43 1/2' S4 1l4" 72 1/4" 90 1!4" 103 U2'10' 5 1l2" 18 1/4" 39 1/4" 46 1/2' 60 1l4" 78 1/4' 98 1/4" 109 1!2' 10' 6" 5 1/2" 18 1/4' 39 1/4' 46 1!2" 60 1/4" 81 1/4" 88 1/2' 102 1/4" 115 172" 11' 5 1/2' 18 1/4" 3fi 1!4' 43 1/2" 54 1/4" 72 1/4" 79 1I2" 90 1/4" 108 1/4' 115 112" 130 1/2" 11' 6' S 1!2'. 18 1/4" 39 114' 46 1/2" 60 1/4" 78 1!4' 85 1!2' 98 1/4' 114 1/4' 121 112" 138 1/2" 12' S 1!2" 18 1!4" 39 1l4" 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" 5 1/2" 18 1/4" 36 1/4' 43 1/2' S4 1/4" 72 1/4" 79 1/2' 90 1!4" 108 1/4" 115 1/2" 126 1/4' 139 1/2" 13' S 1/2" 18 1/4' 39 1/4' 46 1/2" 60 1/4" 78 114' 85 1!2' 96 114" 114 1/4' 121 1/2" 132 1/4" 145 1/2" 13' B' S 1/2" 18 1!4' 39.1l4" 46 1l2" 60 1/4" 81 1!4" 88 1!2' 102 1/4" 120 1!4' 127 1/2" 138 1/4" 151 1f2" 14' S 1/2" 18 1!4" 39 114" 46 112" 60 1/4" 81 1/4" 88 1!2" 102 1/4" t23 1/4" 130 1/2" 144 1/4' 157 1/2" DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G S 8' 6" 10' 38" 58" 70" 7' 10" 38" 58" 76" T 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' 8' 4" 28" 52" 76" 100' 106' 10' 10" 34" 58" 82" 106' 112" 10' 8" 4" 28" 52' 78" 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' S8" 82" 106" 130" 154" 180" career sumincaliaw Meaewetl 60m tan Edge) Wlbh it) Pahl Type 1st an) 2sl and 3n1 and 41h ant SN ant too snoR ae.It ass w; o l 3o.w w.00 90.00 1a 0 Oak Swami w.63 w.00 B9.3B 170 ImR 4a81 7200 95.19 fro Lag 49.e372w 9a.3e 12` 0 Oak Summi 48.31 2w 95.68 lagw. oe a.w 9592 r3oo 98.94 Sho E12*j2hai49. 61]3.w9fi.36 t11. t L7