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Home My WebLink About103 Ventura Dr (2)e CITY OF SANFORD C� BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 - 9_y,D_1 Documented Construction Value: $ 1337.85 Job Address: 103 VENTORA DRIVE SANFORD, FL 32773 Historic District: Yes ❑ No ❑ Parcel ID: 10-20-30-503-0400-0860 Residential 0 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 'Title: INSTALL MANAGER Phone: 321-284-8290 Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Name THOMPSON, JANINE & PETER Street: 103 VENTURA 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: Bonding Company: Address: Phone: 407-701-9371 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: 5t' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i 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 Owne Agent Date Signature of Contractor/Agent Date P Tl� Y J� h, v07 WILLIAM WALDEN Print Owner/Agent's Name Print Contractor/ ent's me 7 _ Signature of Not da Date Signatu p idA -Stat �� ate L398-0163_ '' Mrs ,: sE. ��r�THv 1:S1NG MYCOMMISSION u FF940MY COMMI •4 SSION # FF993'5q EXPIFZESDecember 01,EXPIRES May 18, 2020 OLIO398-0-.53P�ordallot2019 rySeriicacem F�oriWNae Sen�cB.opn Owner/Agent is Personal Known to e or Contractor/Agent is X Personally Known to Me or Produced ID pe of IDS L- 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: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: 'IC76-(4• It Revised: June 30, 2015 Permit Application REQUIRED HgSIPECTI.ON SEQUENCE npa F-)— n _r',l-7 B'><jm, , DING 1 Bptmr Min ID@sctrIl ttll®n. 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 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 Final Single Family Residence Final. Building Other Addr@ss- ��:6'DSll�� IPrlE9�rll1L Min Max. Ins @c tion Descri¶D1rllon .� Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final .;..e� '.,.,.�d�'-k'.�dn'FY&'�4Ir�`NA.� '�.�..`1.iy�a .V+4; e� N'h":tl'hYli��. ��.,:*'Y�^`• Max Inspection Descri2flon Min Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Mays llns @@tion ](Descri]fion Mechanical Rough Mechanical Final, Min Mast Ins @@ttion. Descri�ttion Gas Underground Gas Rough Gas Final REVISED: June 2014 Billing Address Peter Thompson 103 Ventura Drive Sanford, FL 32773 USA Precision Door Service of Central Florida Invoice 45745934 244O'Brien Rd Invoice Date 5/21/2018 Fern Park, FL 32730 Completed Date 877-225-0658 Customer PO Description of Work Job Address Peter Thompson 103 Ventura Drive Sanford, FL 32773 USA Task # Description Quantity Your Price Your Total 42511 12 inch Radius Track 1.00 $0.00 $0.00 159179 8x7 Garage Door - Haas door 1.00 $938.00 $938.00 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 143438 New Door Vinyl Trim Kit for Single Car Garage Door: Includes (1) Horizontal piece and 1.00 $59.95 $59.95 (2) Vertical pieces 143432 8' 2x4 Pressure Treated Header 1.00 $59.95 $59.95 156052 $150 off New Garage Door 1.00 $-150.00 $-150.00 109269 Senior Citizen/Military 5% off total invoice *Website* 1.00 $-70.00 $-70.00 41620 Short Panel Design 1.00 $0.00 $0.00 41762 Dark Brown Color 1.00 $0.00 $0.00 130290 Seminole County: Door Permit 1.00 $100.00 $100.00 45213 Linear LDO50 Chain Driven Garage Door Opener: 1/2 HP AC Motor with 1 remote, 1.00 $449.95 $449.95 wall control and safety sensors 151293 $50 off Any New Garage Door Opener 1.00 $-50.00 $-50.00 8159199 Haas 100 Non Insulated: Heavy-duty 24 Gauge Exterior Steel - Durable, Reliable, Low 1.00 $0.00 $0.00 Maintenance Paid On Type Memo Amount 5/21/2018 Discover $150.00 Sub -Total $1,337.85 Tax $0.00 Total Due $1,337.85 Payment $150.00 Balance Due $1,187.85 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. I authorize Precision Door Service of Central Florida to charge the agreed amount to my credit card provided herein. I agree that I will pay for this purchase in accordance with the issuing bank cardholder agreement. 5/21/2018 5/22/2018 SCPA Parcel View: 10-20-30-503-0400-0860 Legal Description LOT 86 BILK 4 HIDDEN LAKE PHASE II UNIT I PB 24 PGS 15 TO 17 1............ _... .... ....... .__-�..�..__..._.__.�_._.._____.-_ Taxes Property Record Card Parcel; 10-20-30-503-0400-0860 Property Address; 103 VENTURA DR SANFORD, FL 32771 Value Summary Taxing Authority Assessment Value Exempt Values Taxable Value -_...._......._,..._...._.__..-._..._.__..____._...................__._..._.__....____....__.__.....___..,.....,..........._...._.___..___..__....._ County General Fund ._.......... _---__....__.___.._..V.........--........._.___._._......._._. ( _._.;_.......................__.._....._..._._......_......................__..._._.....__;..__.._.___.........................._...._........_......_._._..................., $70 229 $45 229 , $25,000 Schools i $70,229 ! $25 000 : $45,229 City Sanford $70 229 $45 229 $25 000 SJWM(Salnt Johns Water Management) $70 229. $45 229 $25V000 County Bonds ........_._._....._._._._.._..._.._.....__..__---.._._._._.W...._...._.._.._._-........_..-.-.._....._...-._._._..._. $70,229 _....._..._......__.....-___________ $45 229 ......_._____...__ ___ _... $25 000 i ......... .. Sales ... r I Description Book Page Amount Qualified Vac/Imp �JDate QUIT CLAIM DEED 5/1/1996 �' 03071 1448 mm $24,100 No Improved j QUIT CLAIM DEED 6/1/1992 02610 1204 $23,100 No Improved .... .................. .... i... ........... WARRANTY DEED 1/1/1981 ? 01315 1200 — _ _.. ............... ! $41,400 Yes Improved ......._..._..__............_.......... _ !i ........_......................... ..... -._..__._ Land ..... ..... Method E Frontage _ ..... Depth Units Units PriceLand Value LOT 0.00 0.00 1 $30,000.00 $30,000 .., .-,__.._................ Building Information ..... ..� ......_...,_,..-F_ , .......... ._._._,....,,.,,� ..........,,.,., ., i i Is Bed Bath count incorrect? Click Here # Description Year Built Fixtures Bed i Bath st Base Area ` Total SF Living SF Ext Wall ' Ad1 Value Repl Value Appendages ; http://parceldetail.scpafl.org/Parcel Detail I nfo.aspx?PI D=10203050304000860 1 /2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 05/22/18 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): ® The specific permit and application for work located at: 103 VENTURA DRIVE SANFORD, FL 32771 (Street Address) Expiration Date for This Limited Power of Attorney: N/A License Holder Name: William Walden State License Number: CRC1330671 11� Signature of License Holder: (,(,�I"� �/ ofl STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 22 day of MAY , 200 18, by William Walden who is iXpersonally known to me or ❑ who has produced as identification and who did (did not) take an o �.—. Signature (Notary Seal) Print or type name Notary Public - State of Florida Commission No. My Commission Expires: (Rev. 08.12) CHARLES E. DER! tiPy,V G RAY COMMISSION # FrF9 December 01. FlocdallotpN wica.ccr i4Cll3�e-0t53 E�398-O'53 "IARLES C. MERII�® COMMISSION #i FF940114 PFRES December 01, 2019 r10r1daN0tnService.c0rr D18 . , parceldetail.scpafl.org/FootprintPage.aspx?PID=10203050304000860&BLDGNO=1 &PAGENO=1 Parcel: 10-20-30-503-0400-0860 Building No.: 1 Page No: 1 RECU UP 16 SPU 10 160'sf 8. 40 13 BASE 26, GRF I 1040 s# 338 s# REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE OPF 13 4 88 0 22 Sketch by Apem Sketch 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 e 1 8- 2 i 7 +y http://parceldetail.scpafl.org/FootprintPage.aspx?PID=l0203050304000860&BLDGN0=1 &PAGEN0=1 1 /1 4 €a w J13 y City of Sanford Building and Fire Prevention Product Approval Specification Form Permit #. Project Location Address 103 VENTURA 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.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 HAAS MODEL 2480 8X7 FL16660.22-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 �t M Category/ Subcategory Manufacturer Product Description(including Florida Approval # decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other _ June 2014 __. i 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 J Applicant's Signature co �I--oh,) A)CcQL � Applicant's Name d C, ( d �' 1 (Please Print) June 2014 tom EI 1 2 3 14 + 5 Door Width 9' - 2" Shown NOTE: For lite options see Sheet 3 of 3. See chart below for other door widths op Bracket Strut &Strut Att F,F;D1T1d1 aent A (sheet 2.13) Detail J (sheet 2.1 3) rp 6 1 7 NOTE: Track configuration above the door opening does not affect the wind load rating of the door. 8 F. at 2 of 3) E Slide Lock or Lock Bars Door Height Detail O (sheet 2 of 3) g Manual door locks are , 8' _ 0" Shown required unless al automatic ' See chart operator is installed. DetalF(sJmbheetracket p below for other 66" +/- 3" door heights' i D 382' +/- 3" i D I � � Qz III � Bottom Bracket L End Hinge Strut A Shut Attachment Intermediate Hinge Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) 1 01., +/ 3" Digitally signed by,John E. Scates P.E. 2 Date: 2017.09.29 15:58:08 -1 C This product hes been evaluated per ANSI/DASMA 108-05 (and —12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine jambs. C Supporting structural elements are to be designed by a registered professional engineer Mod IN mber for specific wind loads. e u PAN C2460 8 R2460 SERIES PAN C2461 8 R2461 SERIES PAN C2470 8 R2470 SERIES PAN C2410 8 R2410 SERIES PAN C2471 8 R2471 SERIES PAN C2480 8 R2480 SERIES PAN C2472 8 R2472 SERIES PAN C2481 8 R2481 SERIES PAN R2560 SERIES PAN C2011 SERIES PAN C2482 a R2482 SERIES PAN R2561 SERIES PAN C2015 SERIES PAN R26BO SERIES PAN R2570 SERIES PAN C2411 SERIES B PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES Door Widths Up To Desi n Pressures + psf -psf End Stile Center Center Center Impact Resistant Stiles Hinges Stiles Stiles Hin es 2 -27.0 Single 1 1 1 1 1 NO -2 21.3 -24.1 Single 1 1 1 7Hinges 1 1 NO 10'-2" 17.3 -19.6 Single 2 2 1 2 2 NO 12'-2" 12.1 -13.6 Single 2 2 1 2 2 NO Door Height Total No.oi�^IMmebnkEm Sections Total # of Struts Pam„^ anal Kc n "v,uv e, me qnu Jamb Brkts/Side 6'-0" 3 3 2 6'-0" 4 3 2 6-3" 4 3 2 6'-6" 4 3 3 6-9" 4 3 3 T-0" 4 3 3 T-3" 4 3 3 T-6" 4 3 3 T6" 5 4 3 T-9" 4 3 3 T-9" 5 4 3 3 3 4 3 NOTICE: �� t4 /// These drawings are a supplement to the r,�,6148�r•. installation instructions for a standard door and only covers those procedures that vary ` ` •"rJi from standard door installation. If these "� ' *: • specific procedures are not followed. the door may not perform as designed. t F _ .••-'Op\' TATE OF H NOTICE: The lice section of this door may be replaced 0 with o section with another lite style or a the �/ / •� \ solid section. In either case strut and stile configuration should remain the some. tQ ///��S oN' ` 6 \\1 B NOTICE: Only one lite section per door is permitted. John E Scales, P.E. The lite section con be used anywhere except 2560 King Arthur Blvd, Ste 124-54 for the bottom section. If the lite section is Lewisville, Texas 75056 not the top section then the struts must be Florida P.E. b 51737 located as shown in the STRUT CONFIGURATION on page 3 of 3. FI 01666(199 Professional Engineer seal prodded only for This product is designed and sold by PSF. the AHJ or Engineer of Record is responsible for determining the Maximum section height is 24 in. PSF required for any given site. Maximum door height is 16 ft. v - DESCRIPTION Y ,rANanoasraleswn,tnn swtl All doors. even those above the tested height, _ LOAD SECTIONAL DOOR A are available with jamb brackets or commercial - �' DESIGN PRESSURE 121.31-24.1 PSF A full angle. The maximum spacing of the jamb e - ORIWIRR RLL: wL2000.UI10-0&21-24L fRFFf:1OF3 REV. F. brackets/track clips should be maintained. m C m%. i'n DATE RRR: 9/14114 1 DRAWN IT: MVS MODEll Sec Sheet 3 1 2 3 4 5 6 7 1 8 F- 1 2 3 4 5 6 7 B PUSH NUT 23rr PUSH NUT 7/16" See DETAIL K for push nut 7/16 See DETAIL K for push nut 4 END HINGE 14 Ga Galvanized Steel TEK SCREW I/4" X 3/4" Hex Washer Head F placement. a placement. TEK SCREW g ( per Bottom Bracket) Self Drillin 3ADJUSTABLE F TOP FIXTURE 1 1/4" x 3/4" Hex Washer Head no 12 Go TEK SCREW 1 Self Drilling (6 per Hinge) BOTTOM BRACKET TEK EW 1/a" XC3/4" Hex Washer Head 1/4" X 3/4" Hex Washer Head Self Drilling (2 per Bracket) NOTE- This screw should q0J 13 Go Galvanized Steel ® Self Drilling (4 per Bracket) he located below the prepunched PUSH NUT LOW HEADROOM TOP hole and go through the hinge, 7/18" END STILES BRACKET p end stile and skin edge. See DETAIL K for push nut 18 Go Galvanized Steel placement. PUSH NUT DETAIL A LOW HEADROOM 7/16" DETAIL B See DETAIL K for push nut DETAIL C BOTTOM SEAL E placement. E TOP BRACKET 24'r INTERMEDIATE STILE 3 1/4" x 3 1/4" E STRUT 2.25" x 2.75" E STRUT 18 Go 70 Kt Minimum 18 Go Galvanized Steel 18 Go 70 KSI Minimum Gazed Steel lvani Galvanized Steel �� JAMB BRACKET 12 Ca Galvanized Steel z3" o Q o INTERMEDIATE HINGE 18 14 Go Galvanized Steel �r � 34" o If or TEK SCREW BOLT & NUT 24 D D 1/4" X 3/4' Hex Washer Head TEK SCREW 1/4-20 X 5/8" Carriage TEK SCREW g ( per Hinge) Self Drilling 4 e 1/4" X 3/4' Hex Washer Boll & 1/4-20 Hex Washer 1/4" X 3/4" Hex Washer i DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nat (I per Jamb Bracket) DETAIL J Head Self Drilling (1 per End End & Intermediate Stiles) Stile & 2 per Intermediate Stile) WITH AND WITHOUT BRACE 00 NOTE: Details on some views omitted for clarity. Doubleend stiles and end hardware may be 01 r;.- equired on wider or heavier doors. ° o0 0 oapapa 0 SLIDE LOCK or LOCK BARS `a 0 0 0 (not required with operator) A Q° Maximum o ° o y 1/2" TEK SCREW 1/4" X 3/4" Hex Washer ��Illillttt// RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL DETAIL K Head Self Drilling (4 per COMMERCIAL For Standard. High For Standard, High Lift & Vertical Lifte There should be a Slide Lock) ` �•, NO 5iTV For Low Headroom & Vertical space of maximum `, r, With 2" Track and With 2" Track and With 3" Track cnd 1/2" between the roller DETAIL G _ � * — Single End Stiles Single End Stiles Single End Stiles hub and the outside FLAG BRACKET ALTERNATE BOTTOM BRACKETS edge of the roller o0 oo"op 8TA� holder Which is set by NOTE: The bottom bracket tested (shown in DETAIL C) is the lightest bracket ovoila ble. the push nut. BOLT I O P \ \ 5 16 X 1 5 8" Lot Bolt // � `'�QR�D�e / / / \' B � (4 per Flag Bracket). /�/ SYQ/QNA� Fi \�� ': B oo `DOOR SKIN Min. of 1' Mintmol 25 Go Galvanized Painted Steel of I' (1 BOLT & 1/4-20 NUT P.E. John E Scales,Arthur X 5/8" Track Bolt John King Arthur Blvd. Ste 124-54 tJ� & 1/4-20 Hex Washer Nut Lewisville, Texas 75056 32�[ (2 for Horizontal Vertical Track) & 2 for Florida P.E. # 51737 ROLLER FL Profess oval Eng neer seal provided only far #16660.22 verificat an of wind load construction details. BOLT & WASHER VERTICAL TRACK 2" Nom lot 5/16' X 1 5 8' Log Bolt & 2" O.D. / 9 Wool JAMB 2 Diameter Nominal DESCRIPTION: 13 Gc Golvan zed Steel tested x 7/16" I.D. Flat Washer _ Nominal Goa s aisa The vert <al wood jamb Eleven Ball Nylon Or fasteners may be counter sunk 9T R LOADWyEC7pNALDOOR D M A` A NOTE. Jamb bracket must be ;n a us direct cant eel with the 2x6 (No PProved o Iternale. to provide a flat mounting Ten Ball Steel With Minimum Workable DESIGN PRESSURE .21.3/-A.I PSE tlrywaIf allawetl). surface. See jamb attachment a DRAWING NO.:R'1--?W0.UI IU-0B-:I.2CL RXFET:26F3 REV. E r quire NOTE: The fief wcsher 'is not e d defogs on sheet 3 for attaching Shaft Length Shawn. DETAIL H am PATE URN: 8/14/14 DRAWN BY: YVS forangle moan.. jombs to the structure. ry.nxe ®c.rRYN�mi'� MODEL(S): See Sheet 3 1 2 3 4 5 6 7 1 8 IF OPE , HEI E DI c. I M= FAI_ 11 2 FAFiTFNFR Tn C:nNTINt IF I PAST HEADER 2 X 6 GRADE 2 OR BETTER SOUTHERN PINE JAMBS. 'SEE o CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. 41NG OPENING 3HT WIDTH o MAXIMUM ON pit r CENTER SPACING FIRST FASTENER 4" to 10" I ABOVE THE FLOOR SEC I ION LIE SE ION L E SEC I ION 3 SECTIONS 4 SECTIONS 5 SECTIONS WITH LITE SECTION AT TOP 1 1 2 4 5 6 7 1 8 MODEL NUMBERS AND LITE OPTIONS NOTE: GLASS OPTIONS ARE AVAILABLE IN DS8 MINIMUM, TEMPERED AND INSULATED GLASS LINRS. F. WOOD JAMB ATTACHMENT Building Mlnlmum Minimum Minmum M.kr— Albwede SUUCture Fastener Type Embetlmerrt E10e DI Cereer Spa -C—er T..ibn ,.— Spaeiv Up Min. 2500 PSI to Tape n + (PLUS) 2^ 2.50" 5.00" 24' 551 4000 PSI Concrete 1 /4" wl i" OD washer Southern Pine 3/8" Lag w/ 1.50" 1.50" 1.50" 24' 620 1 1/8" OD washer Spruce Pine Fir 3/8' Lag "'/ 1.50" 1.50" 1.50" 24' 482 1 1 /8" OD washer NOTE: 2X6 mounted to the Wall must be Southern Pine Grade 2 or better. MODEL NUMBERS AVAILABLE PAN C2011 SERIES PAN C2015 SERIES PAN C2411 SERIES PAN C2415 SERIES PAN C2511 SERIES PAN C2410 & R2410 SERIES PAN C2460 & R2460 SERIES PAN C2461 & R2461 SERIES PAN C2470 & R2470 SERIES PAN C2471 & R2471 SERIES PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES PAN C2482 & R2482 SERIES PAN R2560 SERIES PAN R2561 SERIES PAN R2570 SERIES PAN R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES LITE OPTIONS AVAILABLE CARRIAGE HOUSE RANCH STANDARD LARGE CaMMERCUL 24x 12 SMALE COMMERcuI 24 x6 X X X X X X X X X X X X X X X X X X X X X X X X X X _ X X X 38 1/2' x 12 5/8" 38 1/2" x 10 1/2" 17 1/4" x 10 114" 21 112" x 9 1/2" 21 112" x 3 1/4" DAY LIGHT OPENING (DLO) - WIDE x TALL c SECIE E ON SEC IE ON = No. 51737 LIE LIE SE I ION SE ION -is, , STATES fjj= LIE L E LIE/p0.(�..,.04ORMP' p\�vvttN�` .. SE ION SE ION SE ION B John E Scotes, P.E. 2560 King Arthur Blvd. Ste 124-54 - Lewlsvlie. Texas 75056 Florida P.E. # 51737 FL #�6660.22 Professional Engineer seal provided only far verification of wind load construction details. DESCRIPTION: 92' PAN 2(MSERIES W/I.ITIiSWIND 4 SECTIONS 6 SECTIONS 5 SECTIONS 7 SECTIONS 7 SECTIONS a SECTIONS 8 SECTIONS 5 SECTIONS 7 SECTIONS 6 SECTIONS 8 SECTIONS 7 SEECTIONS 8 SECTIONS 7 SECTIONS 6 SECTIONS LOAD SECTIONAL DOOR ` - DFSI(iN PRESSURE -21.V-24.1 PSF A` WITH LATE SECTION ANYWHERE EXCEPT B SECTIONS THE TOP AND BOTTOM SECTION ORAWINONLL:Nil-2UgW11W13-21-24LSNEET:30F3 REV. E STRUT CONFIGURATION Fmnrour N: R/ 4n4 x: Mvs I MOOEDATE m ca�b�miiS°7 MODEL(S): See Sheet 3 Sheet 3 4 5 6 7 8