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Home My WebLink About130 Borada Rd 17-1530; GARAGE DOORw CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: i _6 Documented Construction Value: $ 2,000.00 Job Address: 130 BORADA RD SANFORD, FL 32773 Historic District: Yes No X Parcel ID: 10-20-30-5FS-0000-1220 Residential Q Commercial Q Type of Work: New Addition Alteration Repair El Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE _ V Plan Review Contact Person: CHARLES MERINO __T-it1e:-INSTALL—MANAGER MERINO@PRECISIONDOOR.NET8772250658 ` Phone: 3212848290 Fax: ,iEma l: Name HOUSTON KATHERINE B Street: 130 BORADA RD 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: Property Owner Information - Phone: 407-349-5856 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 roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. F BC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code QQ O Revised: June 30, 2015 Permit Application V - Q NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 'c 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 W J - ` 05/24/17 Signature of Contractor/Agent Date WILLIAM WALDEN P rirac / gent's ne 05/24/17 Signature ofN to gfFl-C ARLES E. MERINO MY COMMISSION # FF940114 Oa EXPIRES December 01, 2019 M/1398-0153 FlondallotaryServce.cotr 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: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F 5•ZA-'(% Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# in - i S 30 Address: 1 BQ1ILDING PERMIT Min Max Ind ectio,n.Descrll tllon 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) Min max. >ms, action Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Descrll tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 10!1I A 1?ERM Min Max Inspection Descri tioIIn Mechanical Rough Mechanical Final min I Max Gas Unde Gas Roug Gas Final REVISED: June 2014 J f= SEMINOLE COUNTY MULTI JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05/24/17 hereby name and appoint: THOMAS BEESING an agent of: PRECISION DOOR SERVICE OF CENTRAL FLORIDA 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): 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 Holder Name: William Walden State License Number: CRC1330671 Signature of License Holder: LZJ STATE OF FLORID n COUNTY OF I U \AJID,Y The foregoing instrument was acknow14A dged before me this day of Aw 20 , by W I (iGPA. ,1 alwhois V pe'rsonally known to me or who has not) take an Signature of N as identification NCHARLES E. MERINO My COMMISSION # FF94 t dhber 01 2019 Horidaaywyssrvkexorr Notary Public - State of -6n)4 Commission No. F Fgg0it'( My Commission Expires: (2-DI- PRECISION DOOR SERVICE OF CENTRAL FLORIDA HOUSTON, CATHY Sales Order Date: 05-24-17 244 OBRIEN RD 130 BORADARD Technician: Chris Salcido FERN PARK, FL 32730 SANFORD, FL 32773 Work Order#: 3563394of4 407) 583-6351 (407) 349-5856 Sales Order# 02341726 Contractor Number CRC1330671 Part #- Description Quantity Unit Price Ext Price Tax 148852 Garage needs to be cleared out to behind the opener for new door/opener installation 1 0.00 0.00 N 169946 City Permit 1 125.00 125.00 N SANFORD 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 159189 16x7 Garage Door 1 1493.00 1493.00 159199 Enduring 100 Non Insulated 1 0.00 0.00 N HEAVY-DUTY EXTERIOR STEEL - DURABLE, RELIABLE, LOW MAINTENANCE 159203 Long 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 159213 Almond Color 1 0.00 0.00 N 159224 Long glass top panel 1 220.00 2 LONG GLASS TOP PANEL 159228 Stockton Window Insert 1 0.00 0.00 N AVAILABLE IN SHORT OR LONG PANEL) 143439 New Door Vinyl Trim Kit for Double Car Garage Door 1 79.95 79.95 N INCLUDES (1) HORIZONTAL PIECE AND (2) VERTICAL PIECES 143437 2x6 Pressure Treated Lumber Build out for 16-18' Garage Door 1 249.95 249.95 N INCLUDES VERTICAL JAMBS, HEADER AND SPRING PAD 109271 Customer Discount 1-249.95-249.95 45213 Linear LD050 Chain Driven Garage Door Opener 1 449.95 449.95 N 1/2 HP AC Motor with 2 remotes and keypad 129245 7' Linear Chain Rail 1 0.00 0.00 N 129030 Linear 3 button remote* 1 0.00 0.00 129031 Linear Keypad* 1 0.00 0.00 129260 Linear Lifetime Warranty On Motor 1 0.00 0.00 N Continued... Part # Description Quantity Unit Price Ext Price Tax 129262 Linear 5 Year Warranty On Chain Rail 1 0.00 0.00 N 129263 Linear 5 Year Warranty On All Mechanical Parts 1 0.00 0.00 N 129264 Linear 1 Year Warranty On All Bectrical Parts 1 0.00 0.00 N 156052 150 off New Garage Door 1 150.00 150.00 N 151293 50 off New Linear LDO50 Garage Door Opener 1 50.00 50.00 N 109271 Additional Information 167.90-167.90 SUBTOTAL FOR 16X7 CHINBUSTER $2,000.00 Taxable Subtotal 0.00 NonTaxable Subtotal 2,000.00 Sales Tax(0.0%) 0.00 Inwice Total: 2,000.00 Total Payment: 400.00 Balance Due: 1,600.00 r City of Sanford F D _l Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: U Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). C A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating size, type and location of windows/doors. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 5/24/2017 SCPA Parcel View: 10-20-30-5FS-0000-1220 Property -Re cord Card Parcel: 10-20-30-5FS-0000-12206"01 CIA MOMY Owner: HOUSTON KATHERINE B Property Address: 130 BORADA RD SANFORD, FL 32773 Value Summary l 2017 Working j 2016 Certified Values (I Values i Valuation Method Cost/Market Cost/Market f.m.._..._......... -........ -.......................... ..... Number of Buildings 1 1 Depreciated Bldg Value 91,394 80,025 600DepreciatedEXFTValuei $950 I Land Value (Market) 25,000 21 000 Land Value Ag Just/MarketValue"' 117344 101,625 Portability Adj i Save Our Homes Adt 41,565 27,405 Amendment 1 Adj I_. P&G Adj 0 0 i_,___ i Assessed Value 1 $75,779 74,220 Tax Amount without SOH: $1,224.00 2016 Tax Bill Amount $684.00 Tax Estimator Save Our Homes Savings: $540.00 Does NOT INCLUDE Non Ad Valorem Assessments I Legal Description LOT 122 HIDDEN LAKE PH 2 UNIT 3 PB 25 PGS 64 & 65 1 Taxes Taxing Authority j Assessment Value Exempt Values Taxable Value j County General Fund l 75 779 50 000 25 779 Schools 75 779 , 25 000 50 779 i r...___ __ _ _.._ j City Sanford 75,779 ; 50 000 25 779 i SJWM(Saint Johns Water Management) 75 779 50 000 25 779 j County Bonds 75 779 50 000 : 25,779 i Sales I Description Date Book Page Amount Qualified Vac/Imp j WARRANTYDEED 5/1/2017 08916 1738 175,000 Yes Improved QUITCLAIM DEED 9/1/2014 08903 1941 100 No Improved WARRANTYDEED 5/1 /2003 1544 108 000 Yes I Improved l WARRANTYDEED 110/1/1998 rr04873 _ 03384 032ti 73,700 Yes Improved WARRANTY DEED x 12/1/1995a_ 03016 L501 73,000 Yes Improved CORRECTIVE DEED 12/1/1995 3016 v 500 100 No Improved I QUIT CLAIM DEED 10/1/1993 02699 i C504 25 000 No i Improved„ WARRANTYDEED i 4/1/1983 01453 0 57 52,400 . Yes Improved198 j............."--_...._-"_.,......,...,............_................._..... net Cornpiribie Sales Land Method Frontage Depth I Units i Units Price Land Value hftp://parceldetaii.scpafl.org/Parcel Detail Info.aspx?PI D= 1020305FS00001 220 1/2 5/24/2017 parcel detail.scpafl.org/ReotprintPage.aspx?PID=1020305FS00001220&BLDGN0=1&PAGEN0=1 Parcel: 10-20-30-5FS-0000-1220 RECORD COPY Building No.: 17` 21" 1`0 REVIEWED POR CODE COMPLIANCE S PLANS EXAMINER Z• tZ_ DATE SANFORD BUILDING DIVISION 38 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 15 LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET NY OF THE PROVISIONS OF THE TECHNICAL 2 CODES, OR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUI IING A CORRECTION OF ERRORS IN PLANS, CON 3TRUCTION OR VIOLATIONS OF THIS CODE BASE 1265 sf 25 23 GRF 513 sf 4 Sketch byApen Sketoh 15 3 3 2 OPF 7 4 36 sf 6' woUDIA/G SANFORD OFPAR 17-1530 hftp://parceidetail.scpafl.org/FootprintPage.aspx?P[D= 1020305FS00001220&BLDGN O=1 & PAGEN O=1 ill rA Product Approval Specification Form Permit # Project Location Address 130 BORADA RD 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.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 Up 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 Y 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 1,cc, M (A) -., -p- r. 16 GA. GALV. RESIDENTIAL T13P ROLLER BRACKET ATTACHED W/(3) 1/4' N 3/4' HEX HEAD SCREWS PERBRACKET ADJUSTABLE ROLLER CARRIE RER ATTACHED W/ (2) 1/4' R 1/2' BOLT L NUT PER BRACKET TYPICAL TOP FIXTURES, 1 ` N.T.S. t\iJl 1 SEE PAGE 2GL STRUT AND 14GA. DURASAFE CENTER HINGE ATTACHED M:s W/ 44) 1/4' v 3/4' HEX HEAD SCREWS s 3' 20Ga STRUTS ATTACHED W/ 1X R3/4' e DSCREWSATEASCHEADEACHCENTERSTILEOPTIONAL ESECTILAYOUT 4CENTERTYPICAL DURASAFEHINGE( N.T. S. G STILE STIFFENERS ( 5) LOCATED IN HINGE H13LI 134 TIP SECTION ONLY HOLES FOR ATTAOMENT IS REDIUREI O O TYPICAL STILE_ STIFFENER rJ N.T. S. SEE TABLE 4 ON PAGE 3'I I I 1 I --SEE (TABLE 1) IN PAGE 3 FOR STILEPLACEMENTS1JUdFORSTRUTSPACINGJ16'-D' MAX VENTS PROVI E 70 RQ M. INSIDE ELEVATION 62 SR. FOR OPTIONAL 3' TOGA. STRUT F UNOBSTRUCTED NO N.T. S ATTACHED D V/ RN FLOW EACH. 2) 1/ 4' X 3/4' HE HEAD SCREWS AT END AND CENTER-•-_"-• BOTTOM BRACKET l4 GA DURASAFE STILES ATTACHED 14 Ga THICK ATTACHED V/(3) 1/4' X 3/4' VND CHINGE4BHEXHEADSCREWSr20GA. STRUTS HEX HEAD SCREWS - V/ (E) 14GA DURASAFE 3/4' HEED 1/4' X I/ HEADSCREWSATROLLERCARRIERS ATTACHED o Uo EACH END STILE n IS TO END STILE W/ 12) 1/4' v 3/4' HEX HEAD SCREWS PER CARRIER TYPICAL DURASAFE END HINGE / 1 N.T. S. Q 3 , 16 GA RESIDENTIAL TOP FIXTURE ATTACHED V/(3) 1/4' v 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED W/(2) 1/4' v 1/2' BOLT AND NITS 3 TRUTS NUMBERED SECTION4, 6 AND B) NUMBERED SECTION 3, 5 AND 7) v BOTTOM BRACKET ATTACHED W/ ( 3) 1/4' N 3/4' HEX HEAD SCREWS W/ CONT. BIN SEALER SECTION A - A (SIDE VIEWI N.T. S. 1. BALL STEEL OR OR NYLON SHORT STEM ROLLERNYLON RS TYPICAL BOTTOM BRACKET 4 N.T.S. /Y 1) 5/ 16" CIA X 1-5/8' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 2 X 5 SW OR SPF NO. 2 OR BETTER) 20 GA CENTER STILE Mj t3 IDGA. STEEL 2' GALV. STEEL TRACK)EN L, SILE SPLICEv 5/8'TRACK TRACK THICKNESS . 051' AND NUT SPLICE BOLTRIVETSOR (2) RIVETS TRACK MOUNTING DETAIL N.T. S. TV D ( 2) ROWS OF THREE (3) j VENTS EQUALS 15 SO. INCHES OPTIONAL VENT DETAIL` (--', 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 FOLLOWING PARAMETERS ( 5 FEET OF DOOR WIDTH IN THE END 20NE, ROOF AT ANY SLOPE WIND SPEED ( MPH) 1 142 1 129 122 117 112 EXPOSURE LEVEL B C C D D MEAN ROOF HEIGHT 30' 15' 25' 15 1 25' MIEWOR O CAPAGE I YAK RIOM We 1--- CEaGN LOADS® 146.4 LBS/R4 1H5/TT56.SEE NOTE 3 SPECiiCA)IONS ANO NOTES AT THIS LOCATION I TRACK SPLICE BOLTS t NUTS B WITH ( 3) 5/16' INA. X 1-5/8" 1) 5/ 16' DIA. P 1-5/8' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA, GALV. STEEL JAMB BRACKETS C ATTACHED W/ (0) 1/4'-2T THROUGH) ORZ) SAPETS BOLT t NUT L_SEE ( TABLE 3) ON PAGE 3 SIDE FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'6• UP TO 14' TALL DOORS N.T. S. 1. ALL THE LOAD fRd1 THE DOOR 6 TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSF M TO THE VERTICAL J— THE —1- JAM0 OR NEAOLR KOONES NO PORTION OF THE LOAD TRANSFBOLED PROM THE DOOR. EAOI VERDCAL JAMBS RECETNES MAXIMUM DESIGN LOADS OF: 116.1 LB6/PT 1115/R DOORS AND —.— E WLL BE OESINEO, MANOFACTURED AND NSTAUED WITH STANDARDS AS SET FORTH BY 0—A. DOOR SECMIN6 SHALL BE 25 GA MN. (.01V) RODUO —DO LIGHT COJMEROK CU- 1 S S( APORTING STRUCTURAL EIDIENIS SHALL BE C61OED BY A REGtSTRD PR EOESSIONAL ENGINEERFOR WINO LOADS NaROAIFD ON THIS ORAWNG N ADDITION TO OTHER LOADNGS 6. REFER TO TADLIS ON THE PAGE 3 FOR ADOTIONAL DOOM MTHS AND THEIR DESIGN PRESSURES , lto u - r -530 2. REV I DMTTIO( OF REYISDNS DATE JBY A OPoAIED BOnOY WOE BFCWTDN 07/05/06 DU ADDED ON19Y17I AND GATING OPTAIRS B 1KVM NOTE 6 2 OB DLJ O I REMOVED TABIE S. MOIE 7 OT D IND MID TAB(E A, IM OONFN,LRAlIM M 2 RR E Ion " ROUERS7UPDATED LTADRG OPTIONS 11 2 RR HE r$ MAXSIZE 16' WIDTH Ie € : ;' '•; 14' HEIGHT ti. No 004C! DOOR H D.T sJeJE"TO RBOIT WTADONS) DESIGN TO A 20. 8 PSF S= r ;"• R P `C••s TEST LOADS 27.5 PSF ? v._ ti13 do 31.2 PSF r FLr,9 r`•2C>aea a±t49A,4`` 165 CARRIA E COURT WINSTON-SALEN, N.C. 27105 EL MOD/ 850OAK SUMMIT w/DuraSefe MODEL #800 STRATFORD w/DuraSafe MODEL #950 HERTTAGE w/DuraSefe Short, Long, Flush & Oak Summit Penel's RE DUN BY DU DATE 04/07/03 DRAWING NUIBFR B ORCIODBT Am DATE 04p7/03 IRC-6016-110-15 9W 1 OF 3 THESTTACHEDSCREWS B B 3' 20GA. STRUT LOCATED ON THE TOP AND BOTTOM OF GLAZED SECTION j I ATTACHED W/(2) ] EN X HEX HEAD SCREWS AT END AND CENTER R STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B B e B OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GLAZING OPTION AVNL1BtE ONLY ON DOORS 16'6 THROUGH 16'0 M'IDE DOORS LESS THAN 15'e M1DE MUST USE SHORT PANEL GLAnNG OR CLOSED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE IAMB ATT HM NT TD V00 FRAM STR I T RE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' D.L. (1 1/2' EMBEDMENT) a X A VFRTI('AI JAMB ATTACHMENT TD 2.000 PSI CONCRETE HILT] KWIK HDLT 3/e' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24' D.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) P % 6 V RTI A AMB ATTACHMENTTTAH NT TO HOLLOW -90 A OCK SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 3' APART) AT 24' O.C. (1 1/2' EMBEDMENT) HILT] 1 4' X 2-3/4' KWIK-CON II, SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 24' D.C. (1 1/4' EMBEDMENT) P X 6 V RTI AL IAMB ATTACHMENT TO •ROUTE C-90 BLOCK (20D0 PSI GROUT) HILT[ SLEEVE ANCHOR 3/8' % 2-3/4' STARTING 6' FROM ENDS THEN 24' dL. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LAGS ANO BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. PREPARATION OF WOOD JAMBS BY OTHERS 400D CONCRETE IHOLLOW BLOCK GROUTED BLOCK i STRUCTURE STRUCTURE k, ISTRUCTURE k,STRUCTURE w 1/2' MIN 2' MIN' 2-3/4' MIN l-1/4" 2X6 JAMB TYP• 3' MIN B OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18-1/B' 38-1/8' Z' r r •3 Q •] 10-5/e' 10-5/8' 2 SHORT PANEL GLAZING FASTENER DETAIL LONG PANEL GLAZING FASTENER_DETAIL N.T.S. N.T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DeoraFrome WINDOW FRAME OPTIONAL Decra INSERTS CW TH UV PROTECTION WITH UV PROTECTION MIN. 3/32• THICK SSS GLASS 101 Ia % 3/4' PAN HEAD SCREWS IV OWFTON OF AT EACH SHOAT PANEL WN GW SBAME d (le) Ee % 3/A" PAN HEAa SCREMS IPDAIED NTMU BRACO AT EACH LONG PANEL WN00R DiAME MOLDED INSIDE FRAME A SECTION B—B ADDED NJW NIT ABD OA R IEIRD MD1( R ILI EMAXSIZE16' WIDTH 14' HEIGHT MOGNT IHNTATNHS) DESIGN LOAD 1163 PSF E'o ,' or 2.8 PSF ijy§ S"-' +' `, "•Nip F- TEST LOADS 9•'y ' i 27.5 PSF u 31.2 PSF FL 4p: F Ea4 B Ld 2 o t 2kErx o I iG L63 CARRIA COURT VINSTI/!-SALOL N.C. 2TlOS MODEL #650 OAK SUMMIT w/DuraSafe MODEL #800 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe I Short, Lorry, Flush & Oak Summit Panel's SZE DRAIN BY DU DATE 04/07/03 DRAW WHIM TRACK CONFIGURATIONS B IRC-6016-110-15aIEDKEDBYAAEDALE04/07/0 AVAILABLE I SIFT 2 OF 3N.T.S. ra 7t!i1 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP TABLE 2 COOK HEIGHT Btr TABLE 3 DOOR TRACK ATTACHMENT10" ICE HEIGHT A B C D E F S 6' 6" 10" 38" 58" 7' 10" 38" 58" 6' 7'6" 4" 28" 52" 76" 2" 8' 10" 34" 58" 82" 8" 8'6" 4" 28" 52" 76" 4" 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' 00" 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" ALL TRACK ATTACHMENT SPACWG +/-2- AL -OWED MTH SYP OR SPF NO. 2 OR BETTER ONLY ALL TRACK ATTACHMENT SPACWG +/-2- AL -OWED MTH SYP OR SPF NO. 2 OR BETTER ONLY BENUE 0 mm®mom mm wmm® Wm IIIIIWIIII f LI L '.•IDI ft! J S37 Immmmmmamomm wmff®®' I ID I DESOIPTON CF 11WHS I DATE IBY I DU D1 8aMAXSIZESA' .,; . A hr j•ro16' W1DTH 14' HEIGHT D— HCOHI TNT DESIGNN LOADSAS .2s+ 18.3 PSF r " Y 3 - 20.8 PSF : 'i" TEST LOADS , +' u - 1 a" 27.5 PSF - ®t'CSt. 31.2 PSF FL s6A33Ftl7:'4t LFii': m 3N MODEL /650'OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short. Lon;. Flush & Oak Summit Panel's U DRAYN BY DU DALE 0gw/b3T DRAW MINA B cwcm BY Ak DAE w/mpT-6016-110-15 M73OF 3