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Home My WebLink About425 Springview DrF MAR 0 1 2018 ! r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ?J Documented Construction Value: $ 2,247.85 Job Address: 425 SPRINGVIEW DRIVE Historic District: Yes ❑ No 0 Parcel ID: 10-20-30-505-0000-0080 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: 321-284-8290 Name US AMERICAN DREAM LLC Street: 3111 VILLA DRIVE City, State Zip: ORLANDO, FL 32810 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: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Contractor I f Phone: 407-2543-7216 Resident of property? : No on )Phone: 321-284-8290 Fax: 877-225-0658 State License No.: CRC1330671 Architect/Engineer Information Phone: Fax: E-mail: _ Mortgage Lender: Address: :, t 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: 5t" 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 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 ]CC 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 (,�3i 1lA,p r r• (A cJ-e1`k4" % 02/28/18 Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/ nt's e /28/18 &—gnaaKeofNotary'- tate_QfFlorid Date CNA RLES E. MERINO 'x *: RAY COMMISSION # r -F940114 - � EXPIRES ppO'B"' 01, 2019 •;'o.. ontractor/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❑ Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Gas ❑ Roof ❑ Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ .. . WASTE WATER: BUILDING: --'or '; • ZD't? Revised: June 30, 2015 Permit Application REQUIRED INSPECTION ON SEQUENCE IRIPY. N 94 . 11 2-,j LV'lllln .1.V'1C`a�l�i+ 11nBection.IIDescrn fiber. Footer / Setback Stemwall Foundation / Form B'oard.'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 Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final Window Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final -Pre: Demo Final Demo Filial Single Family Residence Final. Building, Other REVISED: June 2014 Addiress: L� 7 S cG )(?A v�-tt:. Bun ma )In�ec�n®n llDesernnrhn®m Electric. Underground Footer / Siab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final mini MaxInsection IIDesernLtn®n Plumbing Underground Plumbing Sewer Plumbing Tube Set Plumbing Final l�llnn Max I<nns echnon J[Deser! don Mechanical Rough Mechanical. Final. Min max s ecuou. IIDesern 4ion 1CfGa sUnderground Gas Rough Gas Final Billing Address Patrick Rollins 3111 Villa Drive Orlando, FL 32810 USA Precision Door Service of Central Florida Invoice 37492153 244 O'Brien Rd Invoice Date 2/28/2018 Fern Park, FL 32730 Completed Date 877-225-0658 Customer PO Description of Work Job Address Sharese Roberts 425 Springview Drive Sanford, FL 32773 USA Task # Description quantity Your Price Your Total 169946 County Permit 1.00 $100.00 $100.00 164593 110 MPH Wind Load 1.00 $0.00 $0.00 42511 12 inch Radius Track 1.00 $0.00 $0.00 159189 16x7 Garage Door - Enduring Door Collection 1.00 $1,568.00 $1,568.00 159199 Enduring 100 Non Insulated: Heavy-duty Exterior Steel - Durable, Reliable, Low 1.00 $0.00 $0.00 Maintenance 163246 Enduring Collection: 24 gauge steel 1.00 $0.00 $0.00 42518 Lifetime Warranty on Hardware 1.00 $0.00 $0.00 42515 Lifetime Warranty on Paint Finish 1.00 $0.00 $0.00 41620 Short Panel Design 1.00 $0.00 $0.00 42513 Torsion Spring Assembly 1.00 $0.00 $0.00 143439 New Door Vinyl Trim Kit for Double Car Garage Door: Includes (1) Horizontal piece and 1.00 $79.95 $79.95 (2) Vertical pieces 41757 True White Color 1.00 $0.00 $0.00 143437 2x6 Pressure Treated Lumber Build out for 16-18' Garage Door: Includes Vertical 1.00 $249.95 $249.95 Jambs, Header and Spring Pad 190001 LDO 50 7' CHAIN PACKAGE 1.00 $449.95 $449.95 Linear Lifetime Warranty On Motor Linear 5 Year Warranty On Chain Rail Linear 5 Year Warranty On All Mechanical Parts Linear 1 Year Warranty On All Electrical Parts 129245 7' Linear Chain Rail 1.00 $0.00 $0.00 129030 Linear 3 button remote*: *Added to Linear LD050 Chain Driven Garage Door Opener 1.00 $0.00 $0.00 Package 129031 Linear Keypad*: *Added to Linear LD050 Chain Driven Garage Door Opener Package 1.00 $0.00 $0.00 45213 Linear LD050 Chain Driven Garage Door Opener: 1/2 HP AC Motor with 1 remote, 1.00 $0.00 $0.00 wall control and safety sensors 151293 $50 off Any New Garage Door Opener 1.00 $-50.00 $-50.00 156052 $150 off New Garage Door 1.00 $-150.00 $-150.00 148851 Electrical Outlet Needed For Opener Installation: Outlet needs to be installed within 6 1.00 $0.00 $0.00 feet of the new opener location prior to installation 148852 Garage needs to be cleared out to behind the opener for new door/opener installation 1.00 $0.00 $0.00 149024 Remove shelving prior to installation 1.00 $0.00 $0.00 Paid On Type Memo Amount 2/28/2018 Visa $225.00 Sub -Total $2,247.85 Tax $0.00 Total Due $2,247.85 Payment $225.00 Balance Due $2,022.85 Contractor Number: CRC1330671 I authorize Precision Door Service of Central Florida to perform an initial door/service or repair estimate which will be presented to me in writing. I acknowledge that an initial door/service or repair estimate was performed on and presented to me in writing and sent by e-mail. Billing Address Patrick Rollins 3111 Villa Drive Orlando, FL 32810 USA Precision Door Service of Central Florida 244 O'Brien Rd Fern Park, FL 32730 (844) 737-3667 Description of Work Invoice 37148022 Invoice Date 2/22/2018 Completed Date 2/22/2018 Customer PO Job Address Sharese Roberts 425 Springview Drive Sanford, FL 32773 USA Task # Description Quantity Your Price Your Total 24852 Free Repair Estimate 1.00 $0.00 $0.00 8752 90 Day Warranty 1.00 $0.00 $0.00 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 or repair estimate which will be presented to me in writing. 2/22/2018 1 acknowledge that an initial door/service or repair estimate was performed and presented to me in writing and sent by e-mail. d�u" 4� �__ 2/22/2018 2/28/2018 SCPA Parcel View: 10-20-30-505-0000-0080 _..__.._........ _.................. ....... _..... _______ Prosy Record Card Parcel: 10-20-30-505-0000-0080 Property Address: 425 SPRINGVIEW DR SANFORD, FL 32773 Parcel ___.___.._.._._....._.__..._........................ __--------- _-------.._.._..__ 10-20-30-505-0000-0080 Owner US AMERICAN DREAM LLC Property Address 425 SPRINGVIEW DR SANFORD, FL 32773 Mailing Subdivision Name 3111 VILLA DR ORLANDO, FL 32810 GROVEVIEW VILLAGE 1ST ADD REPLAT Tax District DOR Use Code Exemptions S1-SANFORD _ — _____...__.-----------------___._...___- 01-SINGLE FAMILY Legal Description LOT 8 GROVEVIEW VILLAGE 1ST ADD REPLAT PB26PGS4TO6 Taxes Taxing Authority Assessment ValueExempt Values County General Fund $121,461 _ _ Schools $137 56z CitySanford $121461 SJWM(Saint Johns Water Management) -.., __... � _.... ... .... _..._.... $121 461 _ . ... ........... .... ... _. _._._........ �.._.w.___ _ - County Bonds $121 461 j Sales Taxable Value $0 $121,461 ' $0� $137,562 so 1 $ui,,461 $0 ; $121,461 $0_�.__..r___�_._. $121,461_ ....... ......... ... ........ ......... ......... Description Date .... t [ Book ... Page -- Amount Qualified ........._ Vac/Imp WARRANTY DEED 3/1/2011 07540 1105 $70,000 No Improved WARRANTY DEED 10/1/2008 071t}5 1897 $83,400 No Improved' - ...... _.. ........................ _.._.. ............... .......... ... ......... QUIT CLAIM DEED 8/1/1996 03123 0819 $100 No Improved WARRANTY DEED 3/1/1994 02754 1846 $76,000 `Yes ......................... .......... ......_. ... ............__... Improved ............. WARRANTY DEED 4/1/1985 ....._..._ 01635 ...._....... 1087 .€....... $68,000 Yes Improved WARRANTY DEED 6/1/1984 01560 0653 $61,400 Yes Improved Units Price 1 Land Value 1 $30,000.00 $30,000 hftp://parceldetail.scpafl.org/ParcelDetail Info. aspx?PI D=10203050500000080 1 /2 LIMITED POWER OF ATTORNRT Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 02/28/18 I hereby name and appoint: Thomas Beesing an agent o£ 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: 425 SPRINGVIEW DRIVE SANFORD, FL 32773 (Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: William Walden N/A :t State License Number: CRC1330671 Signature of License Holder: STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 28 day of FEBRUAR,Y 200 18 , by William Walden who is Xpersonally known to me or ❑ who has produced as identification and who did (did not take an oat, (Notary Seal) (Rev. 08.12) Signature' Print or type name '40� �o. Notary Public - State of Florida Commission No. My Commission Expires: c4?), 4 F � N•�!a �c5 01 ?p 7,® Sao 79 2/28/2018 parcel detail.scpafl.org/FootprintPage.aspx?PI D= 1 0203050500000080&BLDGNO= 1 &PAGENO=1 RECORD COPY Parcel: 10-20-30-505-0000-0080 Building No.: 1 Page No: 1 REVIEWED FOR CODE COMPLIANCE PLANE EXAMINER DATE ,hll=RD BUILDING rIUISI N A PEIRM17 ISSUELI SHALL BE COwSTRUED TO BE A LI(:rNSF TO PROCEED WITH THE W04K AND NOT AS .)'THORITY TO vlOLATE, CANCE! .ALTER OR SET 5111E ANY OV THE PROVISIONS OF THE rECHNtCAL 7,I)ES. NOR SMALL ISSUANCE OF a OF_RMII PREVENT THE BUILDING OFFICIAL FROM THEREAFTER OUIRING N CORRECTION OF ERRORS IN " LANS, ONSTRUCTION OR VIOLATIONS OF THIS CODE gUILD�,y s"'ORD # fi g 1 1 3 4 °�A �� gRTtJ�E http://parceldetail.scpafl.org/FootprintPage.aspx?PI D=10203050500000080&BLDGNO=1 &PAGENO=1 1 /1 7 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 425 SPRINGVIEW DRIVE 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 FI-5302.1.3-R8 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(including Florida Approval # decimal 3. Panel Walls Sidin 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 2 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 Uj C(VN--) U3 C's 04—,r�, (Please Print) June 2014 3 16 GA GALV. RESIDENTIAL TOP ROLLER BRACITET ATTACHED W/(3) V4' R 3/1• HEX HEAD SCREWS PER ADJUSTABLE ROLLER CARRIER ATTACHED W/ (2) 1/4' x 1R BOLT 6 NUT PER BRACKET SEE PA TYP L f q N.T.S STRUT 1 / 1 1 /&-x'-7 14CA DURASAFE CENTER HD" ATTACHED - - V/ (4) VY x 3/4' {r�;f: •;427 HEX IUD SCREWS 3' 20GA STRUTS D V/ . 3/ 3/4' HE% REE SCREWS AD AT = EACH CENTER STILE OPTIONAL - SECTI E LAYOUT \ TYPICAL DURASAFE CENTER HINGE M.T.S. STILE STIFFENERS (5) LOCATED IN HINGE MILECA ON TOP SECTION OLY HOLES F132 STR ATTACHMENT (D IS REQIURED) r:Q3 O O TYPICAL STILE_STIFFENER 5 N.T.S. - ON PAGE SEE TABLE 4 IM PAGE 3'1 ( (7j I \ (/ E (TALE D ON PACE 3 FOR STILE �/ VAT\ FOR STRUT SPACING J VENTS VENTS PROVIDE 70 sA h. S PROVIDE70sqOPTIONAL ELEVATION .INSIDE 3. 20GA. STRUT VENT) (IF UNOBSTRUCTED N.T.S. ATTACHED W/ AIR FLOW EACH (2) 1/4' % 3/4' HEHEAD SCREWS AT END AND CENTER - BOTTOM BRACKET _-_ - l4 GA DURASAFE END HDIGE ATTACHED STILES 14 V/(G3A) 4'THICX 3/ ACED 3' 2OGA STRUTS V/ (2) 1/4' x 3/4' HEX HEAD SCREWS B HEX HEAD SCREWS ATTACHED V/ (2) 14GA DURASAFE y 1/4' 3/4' HEX HEAD SCREWS AT ROLLER CARRIE ATTACHED II4 EACH END STILE TO END STILE V/ (2) 1/4' x 3/4' aRa HEX READ SCREWS PER CARRIER �.:; STEEL vi xrLUN -�+' -` STEEL NYLON DR r 7-BALL SMO2T STEM ROLLER SHORT STEM RULERS R / TYPICAL BOTTOM BRACKET 4 1 NT.S TYPICAL DURASAFE END HI� N.T.S. TWO (2) ROWS OF THREE CO (1) 5/T6' DIA x 1-S/B� VENTS EQUALS 15 SQ. INCHES LAG BOLT ATTACHED TO JAMB AT EA JAMB BRACKET 2 X 6 SYP OR SPF (NO. 2 OR BETIC() 20 GA CENTER STILE THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE MATH THE PROCEDURE DESCRIBED IN ASTM E330 AND ANSI/DASMA 1C8. THE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE 20 cA GALV. STEEL FOLLOWING PARAMETERS (5 FEET OF DOOR WIDTH IN THE END ENDSTILE TRACK IHCKNESSTEMEL �051' ZONE, ROOF AT ANY SLOPE : 5/B TRAC WIND SPEED MPH 142 129 122 117 112 BOLT AN NUT RIVETS EXPOSURE LEVEL B C C D D TRACK MOUNTING DETAIL MEAN ROOF HEIGHT 30' 1 15' 1 25' 1 15' 25' N.T.S. 16 GA RESIDENTIAL Top FIXTURE ATT4CKD /(3) 1/4' R 3/4' HE( HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED J/(2) 1/4' x I/2' BOLT AND HITS END HINGE 14 GA SPLICE TRACKS AT TH05 LOCATION -F� w/ (R 1/4'-M TRACT SPLICE BOLTS a -13 ZQ(4) f0 Jw6 WITH ry) 5/16' DA x iN U S LAC BOLTS S (1) 5/15' DIA. x 1-5/6* LIM LAG BOLT ATTACHED TO JAYS AT EA JAMB BRACKET 1 12 GA. GALV. STEEL S BRACKETS C ATTACHED W/ (1) 1/4'-20 (THROUGH) TRAP' SP CE BOLT & NUT 13 uS A u� 3- x 20 GA STRUTS LSEE (TALE 3) ON PAGE 3 (U PER EVEN NUMBERED SECTION SIDE FOR JAMB BRACKET SPACING (SECTIONS 2. 4, 6 AND (2) PER ODD HBOERED SECTION TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS (SECTIONS 1, 3, 5 AND 7) N.T.S. BOTTOM BRACKET ATTACHED W/ (3)HEA1D SC(EM5/4' x 3/4' H SECTION A -A (SIDE VIEW) N.T.S NIEIBaI 6 GARI,OE — 4 WAIL wpTl 1sr I+ • , n9aurn� v1G iRw THEE 1RALOAD ( THE L� D6�IRAI WE TO THE V Ra ID �ilfl,�L �' THE HOeDONTAL JAMB KN IEA)ET REMINES NO POR110N a THE LOM TRMmeaED FROM THE DOOR. 2 EIAI wRTCK JAMRS HEMCLVUYTE YAX N DESIGN LOANS W. 140.4 1A AND A -166.4 IBS/ 7 S. DDOHa AHe HHMDWMIE NU. BE OCNTJED. MANUFACT H AND NSTMU WITH STANDARDS AS SET FORTH BY DASYA. 4. DoGm SECWd SHML BE 25 GA YM (.NOB') ROLLED HaMQ) UGHT —011ROAL NIAUTT B a. MSTRG siRUCMHK BENnJ1s TG B[ LOADS BY A REG OR T PRORA-0 AL ERGNOJH TOR W1p LOADS BOICARD OR iHat ouwo N ADDHROI m OiHm IQA0bc5 a (4 M `ro TAMES ON TE BADE ]TOR AOOteMK DOOM RUMS AND TEN oLscHl AE59A[5 53oz �3 /�8 IEY I OESAM O WAMNS DATE PY A IAUIED IIOIDBI WJ= PFMUI01 CIA5/05 DU ABBE➢ OIISW BO (UB61G (PIE46 B WAD NOTE 6 09-OU C KIIOWFD TABLE S ROTE 7 CIT D IUD SRE TABS A FM CbRMIp6 01 t RR E I= K"M RaluRsNlroAtED GUDNG OMENS DPA2 1 TER ga 3 d MAX SIZE 1. DTH IHiAEIGHT &LL =ti�t� NO 004V,579• (DOOR H IWT WDPrt ECT TO DESIGN LOAD E e'9' +1&3 PSF z S OF -20.8 PSF fr w dJ P� bS TEST LOADS +27.5 PSF E2 -31.2 PSF FL drrOEe:;H'.;eLA�°� zN MODEL /050'OAK SUMMIT w/DuraSafe MODEL f800 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/Dur&Safe Short, Long, Flush & Oak Summit Panel's UE MAW BY aA DATE 041VIO WAM KIM B (fO0BY AM DATE 04p70 IRC-5016-110-15 9EET 1 OF 3 B B 3- ZMA. STRUT LOCATED ON THE TOP AND BOTTOM OF GLAZED SECTION M q ATTACHED V/(2) V4' % 3/4' HEX NERD SCREWS AT ENO AND CENTETE R STOLES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B B B B OPTIONAL LONG PANEL TIP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL G(AZNG OPTION AVNUELE ONLY ON DOORS 15'e 7HROUCII 16'0 WIDE DOORS LESS THAN 15'e WDE MUST USE SHORT PANEL GLAZING OR CLOSED SECTIONS _ WOOD JAMB ATTACHMENT TO STRUCTURE 2 % 6 VERT[C L IAMB ATTACHMENT TO VOOH FRAME STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' D.C. (1 1/2' EMBEDMENT) 2 % 6 VERTifAL JAMB ATTACHMENT To 2 000 PSI CONCRETE HILTI KWIK BOLT 3/e' 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/H' X 4' STARTING 6' FROM ENDS THEN 24. O.C. (2 1/2' EMBEDMENT) r_qp ,BLOCK SIMPSON, I/4'^X 3'1 TITEN SCREWS STARTING 6'I FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 24• O.C. (1 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON lit SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS 0' APART) AT 24' O.C. <11/4' EMBEDMENT) 2 X b IERTICAL AMB ATTA VMENT TO fROLOE➢ C-90 HLO[K (20HE PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X _4; STARTING 6' FROM ENDS THEN ' O.L. Q 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) :LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE, RPREPARATION OF WOOD JAMBS BY OTHERS WOOD CONCRETE IM13LLOW BLOC GROUTED BLOCK i STRUCTURE STRUCTURE STRUCTURE STRUCTURE —I�1— IF—iI u ]A�MIN 2-3/4' MIN I-I/2' MIN 4' 2X6 JAMB TYP. 3 MIN B OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18-1/B' 38-1/8' n 9 r •3 2 n 10-s/e• m-s/B• 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 DeeroFr=e WINDOW FRAME OPTIONAL Decra INSERTS WITH UV PROTECTION WITH UV PROTECTION I MIN, 3/32- THICK SSS GLASS (1a1'e % 5/4' PAN HEID SCRANE IfY Pl al OF ((D.iT$Di� AT (IGI 410RT 4. P "MOOS 2'" e (1 A Np O a/A' MAN N)O SOTEw; IPOADD BDOOY BBAOET UFO Ar EAfli LDNc vANo_ wNDow mAME MOLDED INSIDE FRAME7 A SECTION B—B 1°0ED0N°"QAXD°" A ¢van um S AVAILABLE TRACK CONFIGURATIONS' N.T.S. DU MAX SIZE 6N1DTH �vt 1' 'p 14 HEIGHT E 4;!-�vnP�O '�..i:A�ri!'.1 •••� (DmWgR NHEIGro1T ci��' 'yT3'i '111''•. wort I.MRATIRNS) ° - v✓� DESIGN LOADSE S ;'0 : "^ +18.3 PSF a '� ,. C.r J -20.8 PSF 611� •' .fit'✓,�;; TEST LOADS .. +27.5 PSF2 -31.2 PSF F„ FL )d�ee��S4.•'•...`.Ii,, j�ei6b 9a M CARRIAGE CODRT VDISRM-SALEIL NIL M05 MODEL /850OAK SUMMIT w/DuraSafe MODEL /800 STRATFORD w/DuraSafe MODEL +950 HERITAGE w/Dur We Short, Long. Flush k Oak Summit Panel's sII I DRAW BY DU DAB: 04/07/03 DR= NAM 6 I OIDED BY Ali DALE 04p7/M IRC-6016-110=15 SIM2R3 TART C 4 DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H 1. J K T 6'6" 5 1IT 18 1/4" 36 1/4" 43 1/2" 54 1/4" 1 67 1/2' 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 1/4" 69 1/4" 76112- 88 112- 8' 5 112" 18 1/4" 36 1/4' 43 1/2' S4 1/4" 72 1/4" 79 1/2" 94 1/2' 8' 6" 5 112" 18 1/4" 39 1/4' 46 1/2. 60 1/4" 78 1/4" 85 1/2" 100 1/2' 9' S 112" 15 1/4" 33 1/4' 40 1/2' 51 1/4" 69 1/4" 76 112" 87 1/4" 99" 9'6" 51/2" 18 1/4" 36 1/4' 43 1/2' 54 114" 72 1/4' 79 112" 901/4' 1031/2' 10' 5 112" 18 1/4" 39 1/4' 46 1/2' 60 1/4" 78 1/4" 85 1/2" 96 1/4" 109 1/2' 10'6• 15 112" 18 1/4" 39 1/4' 46 1/2' 60 114" 81 1/4" 88 1/2" 102 1/4" 115 1/2" 11' - 5 1/2" 18 1/4" 36 1/4" 43112' 54114- 72 1/4" 79 1/2" 90 1/4' 108 1/4' 115 1/2" 130 112' 11'6" 5 1/2'_ 18 1/4" 39 1/4" 46 1/2" 60 114" 78 1/4" 85 1/2' 96 1/4" 114 1/4' 121 1/2" 136 1/2' 17 5 1/2" 18 1/4" 39 1/4" 46 1/2' 60 1/4" 81 114" 88 1!2' 102 i/4" 120 1/4' 127 1I2"114212 /' 12'6" 5 1/2" 18 114" 36 1/4" 43 1/2" 54 114" 72 1/4" 79 1!2" 90 1/4" 108 1/4" 115 1/2" " 1T 5 1/2" 18 1/4" 39 1/4" 46 1/2" 60 1/4" 78 1/4' 85 1/2" 96 1/4" 114 1/4' 121 1/2" ' 13'6' 5 1/2" 18 1/4" 39 114" 46 1/2" 60 1/4" 81 114" 88 1/2" 102 1/4" 120 1/4' 127 1/2" - M 14' 5 1/2" 18.1/4" 39 1/4" 46 1/2' 60 1/4" 81 1/4" 88 1/2" 102 1/4" 123 1/4' 130 112" " TAR[ F 3 DOOR TRACK ATTACHMENT SPLICE HEIGHT 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" 1 100" 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" 154-1 160" ALL TRACK ATTA ENT SPAta4G +/-Z ALLGNEO YA711 S1 OR SPF NO, 2 OR BET ONLY s cww S6la lnwtlma. (Mauue6 Aem left EEge) WHIM.. (4) Pend Type 1 let on) 29t on) I 3N I (in) 41h on) 5M (In) 101.0 Shad 4a41 71.59 1010 30.00 60.00 90.00 101 ak'0 OSunml 30.63 60.00 89.38 17:o Short 4581 72. 0 96.19 12`..0 Loog 49.83 7200 94.38 1 '.0 Oek 5-mil 48.31 7200 95.69 171 Short 49.64 73.00 96.36 12'2 tog 50.08 73.00 95.92 17.2 Oak ummh 49.06 7300 98.94 1 ' 4 Short 50.81 74.00 97. 6fi 12': 31.06 74.00 96.92 17 d Oak Summit 49.81 74.00 98.19 176 Short 150.67175.00 .33 176 Log 51.17 75.00 98.83 178 Summit 50.56 75.00 99.44 17.8 Shad 51.67 76.00 100.33 128 Long a10 76- 98. iz 8 Ok Summit 5i.31 70.00E_. 1710 short 62.25 77A0 12' 10 Lc 53.10 77.00 12'10 Summit52.06 71.004 ISO Short 53.00 78.00 13" 0 to 54.10 78.00O 13'.0 k Summ 52.81 78A09 13:2 Short 54.00 79.000 132 55.10 79.000 132 k unml 53.56 79.004 13'.4 Short 54.40 80.00 0 13.:4 Long 54.90 80.OD 10510 13'..4 Oak Summit 54.31 80.00 10569 13'.6 Short 55.40 81.00 106.60 13'.6 Long 55.90 81.00 106.10 13•':.6 Oak Summit 55.06 81.00 106.94 138 SIbR 56.40 82.00 107.60 138 log 56,83 82.00 107.38 138 Oak Summit 55.81 02.00 108.19 13:10 Shad 57.16 83.00 106.71 1 ' 10 Lag 57.17 83.00 1108,83 13•'10 Oak Summit 56.56 83.00 109,44 14'.0 Short 5776 54.00 110.11 14'0 Lang 58.83 84.00 1%38 1d'.0 k S-d 57.31. $4.00 110.69 14':2 Spat 58.85 86.00 111.41 14 .17 65.00 110.83 1,r 2 m 58.06 85.00 111.94 14'.4 Short 59.16 86.00 112.71 14".4 Long 60.17 86.00 111.83 14' 4 Oak Summit 58.81 KOO 113A9 B7oo nb.o1 61.1] 87.00 112.8359.56 87.00 114.44 60.56 BSOO 115.31 IT 8 114,6I*ShWSs.eB 61.25 89.00 116.61 45.60 '67.30 89.00 '110.70 132A0fi1.06 89.00 116.94 61.94 "75.97 90.00 "103.97117.94 46SO"883090.00A111.70 133.40 .. "61 B1 90.00 A11819 146.38 162 Shod 62.66 "7683 91.00 A105.11119.21 152 Lag d7.8D "69.30 91.00 "11270 134.40 15.2 Ok Summit 34.13 "62.58 91.00 "119.44 147.88 15'4 Shot 53.60 79.20 1G4.80 130.40 164 47.25 "M.83 92.00 "114.38 136.75 15'-.4 Su urm 34.63 "53.31 92.GO "120.e9 149.38 15.8 shad am "69.81 93.00 -116.19 139.38 16 6 Lag 47.60 •70.30 93.00 "115,70 1 .40 15',6 Sunm ft 47.42 •70.21 93.00 "115. 9913858 15 $ Short 47.62 A70.81 94A0 "117.19 140.38 15'.8LV48.80 "71.30 94.00 -116.70 139.40 15".8 Oak Summit 48.02 •71.01 94.00 '116.99 139.98 1 ':1 hurl 48.02 "71.8t 95.00 "118.19 141.38 15`10 Long .17 "7z.o8 95.00 M17.92 140.83 15"10 22�s wnmi d8.82 "71.81 95.00 "11111141.38 16=0 49.62 •7281 .00 "119./9 142.38 16.0 60. .30 96.00 ^118.70 141.40 1 `0 Sun 48.42 722t 96.00 "119.79 143.58 9en do nIXneeo b oe Mnpeo o ffiE, iL��i ice® E ®n" E=®�N MTT"1=11MIN®'. 7"r >•N"1Lf ZI 7 E&LMd K=®ERMMM EM0EMEME um0�® ®mmmmm� �moug� �•iST'�iw ®® 0UwEL7 I lay I DESOiPDa1 OF REM W I DATE II71 I aJ MAX SIZE 16' W1DTH 14' HEIGHT ", Qtis ^ti'•ci79 �� LOADS � F. +18.3 PSF �. �� '� -20.8 PSF Se % ••��/ �, P,: \�� =ST LOADS „�' �ieLri,�•..+-,Rt 1. �U,��3 ,f'eY2 PSF E� -31.2 FL tdi979i"iii4%ii4` MODEL #650'OAK SUMMIT w/DuratSafe MODEL /600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush & Oak Summit Panel's DRAM BY -DUI DATE 04/07/03 D1A819NIM)1 g I aaaauer Ax I DAZE d4pa IRC-6016-110-15 SE3OF3