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HomeMy WebLinkAbout516 Casa Marina PlaceFl. CITY OF SANFORD MARIS 2018 BUILDING & FIRE PREVENTION ) PERMIT APPLICATION Application No: 1 8_ t 5� I Documented Construction Value: $ 1750.00 Job Address: 516 CASA MARINA PLACE Historic District: Yes ❑ No 0 Parcel ID: 29-19-31-501-0000-1390 Residential Q 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 Fax: 877-225-0658 Name BLANCO, CHRISTOPHER & REBECCA Street: 516 CASA MARINA PLACE 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 Email: CMERINO@PRECISIOND00R.NET Property Owner Information Phone: 407-760-8415 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application ��tq ,; NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 3) 1 Signature of Owner/Agent Date Print O er/Agent's Name S% Signature of Notary -State ofFlo,6—.l Date THOMAS 0 BEESING MY COMMISSION # FF993854 •y'?e;, EXPIRES May 18, 2020 (407)398-0[63 FbrigpNole Service.tom Owner/Agent is Persona y Known to e or Produced ID 1, Type of ID / L k1('�QA&n 03/27/18 Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/A is N 93/27/18 Ignature of Notary -State of Florida Date ;�►"";; CHARLES E. MERINO MY COMMISSION # FF940114 A�ro, EXPIRES December 01, 2019 I40/) 398-0 53 FlondaNaaryService.corr Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: COMMENTS: ENGINEERING: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Sir• -A- tt-iQ Revised: June 30, 2015 Permit Application REQUMED INSPECTIONSEQUENCIE Bpff Addiresa: max. fusIgeeflon Descr!29i- Footer / Setback Remwall Foundation / Form Board..'Survey Slab /Mono Slab Pre our Lintel / Tie Beam / Fill Down Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Framer Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Finat 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) LE OrRICA' Ins2eciflon.Descri2flou Electric Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final IN WH11 L n Mmx- —Ins2ectionges n Plumbing Underground Plumbing Sewer Plumbing Tub, Set Plumbing Final --F— - w - --------- - -- -- ------- Iffin Max kspection Descr!LiCgon Mechanical Rough,�' Mechanical. Final, 1,00. t I UNA � V-MZ' .1 . -826 1 X I MfM Max InspecUom.Descrl tio Gas Underground Gas Rough Gas. Final REWSED: June 2014 Billing Address Christopher Blanco 516 Casa Marina Place Sanford, FL 32771 USA Precision Door Service of Central Florida Invoice 40895344 244O'Brien Rd Invoice Date 3/27/2018 Fern Park, FL 32730 Completed Date 877-225-0658 Customer PO Description of Work Job Address Christopher Blanco 516 Casa Marina Place Sanford, FL 32771 USA Task # Description Quantity Your Price Your Total 169946 City Permit 1.00 $125.00 $125.00 164594 130 MPH Wind Load 1.00 $0.00 $0.00 148852 Garage needs to be cleared out to behind the opener for new door/opener installation 1.00 $0.00 $0.00 187222 PRICE IS FOR DOOR ONLY, DOES NOT INCLUDE OPENER 1.00 $0.00 $0.00 159189 16x7 Garage Door - Enduring Door Collection 1.00 $1,753.00 $1,753.00 42511 12 inch Radius Track 1.00 $0.00 $0.00 159199 Enduring 100 Non Insulated: Heavy-duty Exterior Steel - Durable, Reliable, Low 1.00 $0.00 $0.00 Maintenance 42513 Torsion Spring Assembly 1.00 $0.00 $0.00 41620 Short Panel Design 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 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 156052 $150 off New Garage Door 1.00 $-150.00 $-150.00 109271 Customer Discount 1.00 $-57.95 $-57.95 8159599 Brown 1.00 $0.00 $0.00 Paid On Type Memo Amount 3/27/2018 Visa $175.00 Sub -Total $1,750.00 Tax $0.00 Total Due $1,750.00 Payment $175.00 Balance Due $1,575.00 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. I acknowledge that an initial door/service or repair estimate was performed on and presented to me in writing and sent by e-mail. 3/27/2018 SCPA Parcel View: 29-19-31-501-0000-1390 Legal Description LOT 139 CELERY KEY PB 64 PGS 85 - 96 Taxes Building Information Property Record Card Parcel: 29-19-31-501-0000-1390 Property Address: 516 CASA MARINA PL SANFORD, FL 32771 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market I Cost/Market ......... ......... ............i................................_...........__..._...... Number of Buildings 1 ;1,2,577 Depreciated Bldg Value $130,063 2 .......... _.. _... Depreciated EXFT Value $2,700 $2 800 --.....p._�_....__..... .... _...... ... ... Land Value (Market) $36,500 $31,500 Land Value Ag Just/Market Value "' $169,263 $156,877 Portability Adj ? ........... ................................... ...... .__..................... ...... . ____................. Save Our Homes Adj $70,057 $59 711 .. _ ._ __._. v _ _ _ __..- ...... Am11 endm1 Adl 1106P&G Ad/.ent ..... j $0 .... t..... Assessed Value C $99,206 $97,166 Tax Amount without SOH: $2,104.00 2017 Tax Bill Amount $967.00 Tax Estimator Save Our Homes Savings: $1,137.00 i ' Does NOT INCLUDE Non Ad Valorem Assessments Year Built i € # Description Actual/Effective Fixtures i Bed Bath € Base Area Total SF Living SF Ext Wall ( Adj Value Repl Value Appendages j I _ 1 SINGLE 1 2006 I 8 4 2.0 1,955 2,518 ` 1,955 i CB/STUCCO $130,063 $135,836 1�Description A_^ rea FAMILY E — FINISH _._..... http://parceldetail.scpafl.org/Parcel Detail Info.aspx?PI D=29193150100001390 1 /2 Altamonte Springs, Casselberry, bake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 03/27/18 I hereby name and appoint: Thomas Beesin 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: 516 CASA MARINA PLACE (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: alZ.& STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 27 day of MARCH , 200 18 , by William Walden who is Apersonally known to me or ❑ who has produced as identification and who did (did not) take an oath. Si ature (Notary Seal) ; �CHA►RLES E. MERINO =' MY COMMISSION # FF940114 �reF �,.. EXPIRES December 01. 2019 140!)398-0'S3tW3 FloridallotaryService.corr (Rev. 08.12) Print or type name Notary Public - State of Florida Commission No. My Commission Expires: 3/27/2018 parceldetail.scpafl.org/FootprintPage.aspx?PID=29193150100001390&BLDGN0=1 &PAGENO=1 Parcel: 29-19-31-501-0000-1390 Building No.: 1 Page No: 1 RECORD COPY REVIEWED FOR CODE COMPUANCE PLANS EXAMINER DATE SA FOR ) 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 SANFORD OFPA R�� 6 1 http://parceldetail.scpafl.org/FootprintPage.aspx?PI D=29193150100001390&BLDGNO=1 &PAGENO=1 1 /1 Product Approval Specification Form Permit # Project Location Address 516 CASA MARINA PLACE 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.floridabuildinci.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 FL5302.15-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 .1 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 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal S. 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 t ) Applicant's Name 'i �(�(-�►�-�"�`� (Please Print) June 2014 1&X-7 ADJUSTABLE ROLLER CARRIER _ ATTAL/E➢ V/ (2) 1/4' x 1/2' e BOLT NUT PER BRACKET 16 CA GALV. RESIDENTIAL • e 3. 20G0. STRUTS ATTACHED 0 TOP ROLLER BRACKET V/ (2> V4' x 3/4• ATTACHE➢ V/t3) 1/4' x HEX HEAD SCREWS AT 3/4' HEX HEAD SCREWS EACH CENTER STILE O PER BRACKET TYPICAL TOP FIXTURES / \ SEE PAGE 3 FOR OPTIONAL 14GA. DU CENTER HINGE ATTACHED V/ (4) 1/4' , HEX IEA➢ SCH 16 GA RESIDENTIAL . TO' FIXTURE ATTACHED V/ (3) 1/V x 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' x 1/2' SOLT AND NUTS STILE STIFFENERS (5) LOCATED IN HINGE HDI ON TOP SECTION ONLY HOLES FOR STRUT ATTACHMENT (IF STRUT IS REOIURED) END HINGE F a T; 14 GA. O 3' x 20 GA. STRUTS (2) PER SECTION . 'PICAL STILE STIFFENER/ J T.S. (TABLE 1) ON PAGE 3 STRUT SPACING VENT) OF UNOBSTRUCTED VH TfOYBRACKET DRUG 80(IDB MWET SFWITIOI.vsa.cN.T.S. 3- MGA. STRUT AIR FLOW EACH. TACHED A 07/05/05 OJ ATTACHED V / (J) 1 /4' x 3/4AM Omaw AND 6.1M 0P110!(2) Va• X 3/4' HEAD SCREIYS B REVISED NOT 6 GI RJ ILEXHEAD SCREWS14 6A DURASAFE AT ENDAND CENTER - BOTTDI BRACKET C REIM TARE 5. NOIE 7.��m aT STILES .;;. 14 GA THICK ATTACHEDEND HINGE ATTACHED """" �T. STEEL RETAINERV/ (2) 1/I' x 3/4' V/(3) 1/4' X 3/4' D 110 90 TARE & TRAM MEGURA&M OH 7/I2 IER3' CHE STRUTSHEX HEAD SCREWS 6 HEX HEA➢ SCREWS CpIT. BTII SEAL E dwBED TRAM AID $OBIT UYOIf it 2 AIR iii 3/4' HEX 14GA DURASAFE �e SECTION A -A (SIDE VIEW) _ *,1�0►B6 SHBA+F,,FFF �o HEAD ESCRND SWS AT TILES RDLLER CARRIERS ATTACHED Oo• N.T.S. or- �,�41 CO TO END STILE V/ (2) 1/4' x 3/4' ' HEX HEAD SCREWS PER CARRIER ��� �P• "('j E IV s'••'�Q of 2' 10-BALL STEEL - MAX SIZE W E w `Z• '• �' O o STEM 16 WIDTH • No ©04857 2. 10-BALL STEEL Vim/ 7/1 16' RETAINER FOR 14 HEIGHT J A'� '�Y LONG STEM ROLLERS NDN-THREADED SHAFTS (DOOR HDC1T 14GA RETAINER BRACKET V/ 7/16' RETAINER FOR SB.EOT TO W s ATTACHED TO STRUT HmN-THREADED SHAFTS ^ PMVs) I a OMAGE NCCHT UYTA I eg • W C ..o c9 V/ Q 1/4' 3/4' HEX a TYPICAL BOTTOM BRACKET/ ,, ` c c HEX HEAD TEK SCREWS a N.T.S. `T MAX. svM 1S0' DESIGN LOAD v o p � �� • ,,�( 1 .4 a TYPICAL DURASAFE END HINGE s +29.1 PSF ref N.T.S. -29.1 PSF E,R SOS • 0 iF✓P•� \'e®� @ c LOADS 2 z 6 sw OR SPF aaaiGNe 1ffi/n SEE TEST LOADS '^ d •'io`F�; qa , •C�"vc°v; (N0. 2 OR BETIER) TWO (2) ROWS Di-2J251HS/RI +38.4 PSF o LA 5SOLT DIA x 1-5/B' THREE (3) VENTS -43.6 PSF FL Ik BOLT ATTACHED TO JALIB EIXALS 15 (3 VENTS AT EA. JAMB BRACKET OPTIMAL STOP 20 GA CENTER STILES- MOLDING\ OPTIONAL VENT DETAIL/ ! SE UR 1O JAM TRACK)511 COLTS k NUTS SECURE TO JAYS MTH (SPLICE 5/T6' LT • 1NUTS LAG BOLTS S (SPLICE) (1) 5/16' D LAG COLT ATTACHED TO JAMB RHROJOH) AT EA. JAMB BRACKET H 12 GA. GALV STEEL JAYS BRACKETS ATTACHED N/ I/4-20 TRACK SPLCE BOLT & NUT OR (2) RIVETS B Ll-q�u ABLE 3) ON PAGE 3 FOR JAMB BRACKET SPACING TRACK CONFIGURATION FOR 6'8• UP TO 14' TALL DOORS N.T.S. N.T.S. SPEOTICATONS AND MOM E METHOD OF TESTING WAS IN SUBSTANTIAL 1. ALL THE TOAD TROY THE DOOR a 1RANSTRRED M TIE )ERIICIL TRAM /TROY ME TUC( Ta — S TAAJISTEKIeD) TOM KRIICAL JAYBS VO CARRIAGE COURT VDbTON-SKEM. NZ. 27105 ONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM THE NDWIMNTAL JAYB OR HEADER RECOws No Perna OF la, TOAD WANSFERRED ARM THE DOOR. x - 330 AND ANSI/DASMA 108. THE PRESSURES SHOWN ON THE z EAa vDmFx JNa RErJ:A[s YAaYLY aSKR t0Aa5 DO MODEL /85D OAK SUMMIT w/DuraSafe RAWINGS WERE CALCULATED USING ASCE 7-10 WITH THE 42a.e Iu/Fr & -23ze LBS/Ff MODEL #800 STRA.TFORD v/DuraSate 20 GA GALV. STEEL OLLOWING PARAMETERS 5 FEET OF DOOR WIDTH IN THE ENE ] DODRs AND HARDWARE BBL Is DESIGNED. MA1wTAC D y END STILE AND INSTALLED WM STANDARDS AS SET FORIH BY DA91A MODEL /HSO HERITAGE A/Dur83afe 5/8•MACN 7/18' DIA BOLT RECITER ZONE, ROOF AT ANY SLOPE : 4�� �u OLLOm suBE a u MN. (.Mr) RID FORMED NOT Short, Long, Flush & Oak Summit Panel's BELT AND NUT (I) PER ROLLER 2' GALV. STEEL TRACK WIND SPEED MPH 168 1 152 1 145 1 138 T 133 Q SPPC(TXO STRUCIUTAL nENENTS S BE OEBGNM Sff DRAIN BY DU DATE 05/SX DRAW RS IR RIVETS MACK THICKNESS .083' EXPOSURE LEVEL B C C D D �� D I ,p — �� TRACK MOUNTING DETAIL B OFnMBY AM DAIL D5/150 SRC-6016-130-15 N.T.S. MEAN ROOF HEIGHT 30' 15' 25' 15 25 µo � D � � ACE S MA '1DOMNAL DOOR WIDTHS 9eEr 1 or I FL 5302, 1s-a 3' 205A. STRUT LOCATED ON THE TOP AND BOTTOM DF GLAZED SECTION ATTACHED W1% HEAD SCREWSS A AT END ANDD CENTER R STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) 18-VB' n e 10-5/8' SHORT PANEL GLAZING FASTENER DETAIL N.T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 DearaFrame WINDOW FRAME OPTIONAL Deero INSERTS CWITH UV PROTECTION WITH UV PROTECTION IN. 3/32' THICK SSB GLASS (ta) W X J/4' vAN MAa SG11CR5 AT FAGN swR vANn wlwoN iRA1lE MOLDED INSIDE FRAME SECTION B—B WOOD JAMB ATTACHMENT TO STRUCTURE P X 6 VERTI[AI JAMB ATTACHMENT TD VRID FRAME STRUCTL IRE_ 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 2P O.C. <1 t/2' EMBEDMENT) 2 % 6 VERTICAL'JM1A ATTACHMENT TO 2.000 PC_I CONCRETE HILTI KWIK BOLT 3/8' % 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) KLTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 20' MC. <1 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BdT> 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) 2 X 6 VERTICAL RTT AI INIA ATT HM NT TO OW -90 BLOCK SIMPSON 1/4' % 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT I6' O.L. 0 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KWIK-CON IIt SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 16' D.C. (1 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMA ATTACHMENT TO GROUTED BLOCK (2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24. O.C. (1 1/4' EMBEDMENT) (DR, USE FASTENERS FOR HOLLOW C-90 BLOCK) -LAGS AND BOLTS CAN BE COUNTERSUNK 7O PROVIDE A FLUSH MOUNTING SURFACE. -PREPARATION OF WOOD JAMBS BY OTHERS V00 CONCRETE HOLLOW BLOCK GROUTED BLOC i STRUCTURE STRUCTURE ISTRUCTURE STRUCTURE yW 21 1/2' MIN 2-3/4' MIN I-1/2' M]N - .' 2X6 JAMB TYR 3 HIN AVAILABLE TRACK CONFIGURATIONS N.T.S. A UPDATED BOnW BRAOAO' MFOIIAIOI O7/OS/115 OW POD D ORSOINI T AID aALG WM B wm 1101E I D/o1715 0W C MOO TAB F S. IDLE 1. min t (BT D IDID SIM TARE & TRAO OIFI0.W MIS 01 7 IU E OINW Win ADD SW UYOUI III/07P21 10R 2°111fU1tl/!!!! =n r MAX SIZE� x c�An`Z'A� �:�. pJ n• (A 18' WIDTH W E ;' (4' HOGHT .A.: No C04-_ C2 DESIGN WTA M�r, w 1.2 m DESIGN LOAD l • ^, - +25.6 PSF E 5 N'� � Stx o ,° 1d( •., -29.1 PSF j,• ;.may/� �9 TEST LOADS ,gg C +38.4 PSF -43.6 PSF CI JDJSFPt3ii1°°° Sm f L2 ry . io CARRD LaLRi vD4TD11-SALEN, NC. 27105 MODEL, #050 OAK SUMMIT w/DuraSate MODEL 1800 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Lon`, Flush & Oak Summit Panel's SQ11 ORAIIN er DUI DAB: 05/IW OG1M0 KIM 8 I CHIM BY ME I DAIE 05/1,W IRC-6016-130-15 SIM 2 OF 3 TART F A S-U. Ornr ma (M Stga L=desumd firm Lao Edga) Moth (a) PaMI TYW 1al M) 261 1 on) aid (h) Ah (M) 5th 0.) Ith Ca) Ah M) 1010 Shon 25.22 48.41 71.59 94.78 10140 L-g 30.00 80.00 90.00 7O'0 Oak S=mt 30. .00 89.38 1r 0 Stan 25.62 48.81 72.00 95.36 119.55 7ff L 77.25 49.63 72.00 94.38 116.75. 170 Oak S-I 24.63 48.31 72.00 95.69 119.38 17.2 Short 26.27 49.64 73.00 9fl36 119.73 172 Lag 27.17 50.08 73.00 95.92 11683 t7 2 Summ' 25.13 49.06 73.00 g8.94 120.98 174 hod 27.Z7 50.64 74. 97.36 120.73 1z'.. 28.17 s1.08 74.00 96.92 119.63 1ZA Oak S=m1 25.MI 4S81 74.00 98A9 122.38 12: h ft 26.34 50.67 75.00 99.33 123.68 12':6 Lng 27.341 51.17 75.00 96.83 122.66 12`6 Oak Smml 26.131 50.56 75.00 99.41 123.88 178 SNxI 27.34 51.67 78.00 100.33 124.68 77'8 L 28.20 52.10 78.00 99.90 123.80 128 Oak Sunm' 26.63 51.31 78.00 100.69 125.38 1210 Shod 27.50 5225 77.00 101.75 12fl50 7Z`10 L 29.20 5110 77.00 100.90 124.80 IFio k Summi 27.13 52DO 77.00 101.94 12fl88 13:0 Shad 28.00 S&DO 78.00 1 103.00 1 12fl00 13':0 3020 54.10 78.00 101.90 125.80 13"0 Oak Sum m 27.63 178.00 7 .19 28. 138 73' 2 M Sn KOO 5400 79.00 104.00 129.00 13',2 Long 31.20 55.10 79.00 102.90 126.80 13"2 Oak umm' 28.13 63.56 n.00 104.44 129.88 13"4 Shan 28.80 64.40 80.00 105.60 131.20 13' 4 Lag 29.80 54.96 80.00 105.10 130.20 13'4 Summ' - 28.63 54.31 80:00 105.69 131.38 136 11a1 79.80 55.40 81.00 108.50 132.20 13:8 30.80 M90 81.00 106.10 131.20 13'-6 Oak Sunm 29.13 55.06 1.00 106.94 132.88 13.8 Shin 30.801 56.40 82.00 1 107.60 1 133.20 IYS Lorg 31.251 56.63 82.00 107.39 132.75 13'S Dek '9_rg 29.63 55.81 92.00 108.19 134.38 13' 10 Sh0 31.39 57.18 8294 108.71 134.49 73"10Long 31.34 57A7 03.00 108.83 134.66 13510 Oak Summ' 30.13 58.56 810D 7 .44 135.88 14`:o Stan 31.59 57.7a 63.94 110.11 138.29 14:0 L 33.25 58.63 84.00 109.38 134.75 140 Oak Summ' 30.63 57.31 94.00 110.89 137.38 14' 2 Stan 32.75 58.85 84.94 111.41 137.51 14.2 Lag 33.34 59.17 9.00 110.a1 136.86 14'1 Oak S=mil 31.13 58.06 85.00 111.94 138.88 14'4 Shod 32.39 59.16 85.94 112.71 139.49 14'4 Long 34.341 60.17 86.00 111.83 137.66 14"4 Oak - 31.53 58.81 86.00 113.19 140.38 14".6 hat 32.791 59.86 66.94 114.01 141.09 144 Long 35.34 OIL 87.00 112.83 136.66 14'9 Dak Summl 32.13 59.56 67.00 114.M 141.88 1418 33.19 60.56 87.94 115.31 142.89 357 IC:I0 Shatm 33.59 61.28 88.94 116.61 1".29 14110 45.00 67.3D 89. 11 . .00 7410 umm 33.13 61.06 89.00 1 118g4 1M.88 150 Shat 33.94 61.94 89.94 117.94 145.9d 1510 L 48.60 68.30 90.00 111.70 133.40 15;0 k Summi313.63 1. 1 118.19 146.38 16:2 SW 1 34.39 e2.66 90.94 119.21 WAS 1s2 Long 47.60 89.30 91.00 112.70 134.40 15%2 Oak Sun 34.13 62.56 91.00 119.44 147.88 15': d ShW 28 00 53.60 79.20 104.00 130.40 155.00 164 LIV V.25 69.63 9700 114.38 136.75 IV 4 Oak 5=.P 34.63 63.31 9200 120.89 149.38 156 ShOn 4fl62 .01 W.00 116.19 139.38 15'_6 L 47.E0 70.30 93.00 115.70 138.40 164 Oak S-W 47.42 70.21 g3.00 1 .79 "5 13fl 1518 Shon 47.62 70.81 94.00 117.19 140.38 15.8 lm 4fl80 71.30 96.00 11fl70 139.40 15: anm 94.00 116.99 13998 15.10 tk d 195.00 I O 141.38 1510 895. 117.92 140.83 IT 10 k un M027211�0101 196 11 1 108196.00 119.1916%0 Lo 6073.30 96.0016D ak Sum 21 99.00 119.79 143.58 TARI F WMIM ��t•�MEME MEMO �t ® I■MEIM �1"•P.'a1�L�� �EKWM®Wjm ®57 Imommcm Wmmffq-=�� mmmm'mwm® mm5r��© m=m=�® � '1mmmmwm mmim0�� f L i'l ta•"'� �iE'J • �i 6'a �.,.a�i.Y1TT�!'IA•!• �� ®' 0®® mmmmEmm®NELM Kmmmmm Evm lm ®m[==7 Wxm KmEmm�§Lm ®mm=m ''i•mm'm mmmmosEEMMEW mUmnsamm im sm��i♦ � mum. IUW�NELW TABLE 1 0" SlR fSPAaW. flaSEDCNWODAEKIDSECTICNaN-amTcR TOP H7GHf A 8 C D E F I G H I I J K L M N T 66' 512' 181/4 2512' 361/4 4312' 541/4 6712 7 0' 512' 181/4 25 V7 39 V4 4612 601/4 73 VZ 76' 512' 151/4' 2212 33 14 4012 5114 5812' 69 V4 81" 80' 5V7 181/4 25 VZ 361/4" 4312' 541/4" 6112 72'Vf 8512 8 6' 512 IS 1/4 25 VI 39 114' 4612' 6J 114 67 VZ 78 V4' 91 12 9 0' 512 151/4 2212 331/4' 4012' 51 1/4 58 VZ 69 V4' 7612 87 V4" 93' 9 6' 512 18 V4 2512 361/4' 43172' 541/4 61 12 72 V4 7912 90 V4 103 Vz 10 0' 5117 181/4 2512' 391/4' 4612 60 l/4 6712 781/4 8512 96 V4 109117 10 6' 512' 181X 2512 391/4' 461/7 ED V4 6712 81 14 881/7 102 V4 1151/7 1T 0' 51/2' 181/4 251/2' 361/4 4312 541/a 61 Vz 72 V4 7912 901/4" 9712' 1081AC 121 12 11- 6' 5 V7 181/4 2512- 391/4 4612 W 1/4 671/z 78 V4 8512' 9s 1/4" 1031/Z 1141/4" 127 12 12 0' 12T 6' 5 V2' 5 V2' 5VI 5 VZ 18 t/4 181/4' 181/4"391/4 181/4' 2512 ffW361/4' 391/4' 391/4 48 VT 4312' 46126D1/4 46 VZ eo 1/4' 541/4 001/4 67 VZ 61 12 6711Z 6712 81 1/4 721/4 78V4" 81V4 8812 7912 8512' 8812 102 VIVI 90 V4 96V4 1021/4 10912 97 VZ 10312 10912 1201/4 1081/4' 1141/4" 120V4 115 VZ 121Vz 127 VZ 126 V4" 1321/4' 1381/4" 13312' 13912130' 1461213 151 1214 0' 512 181/4 391/4 46 VT 601/4 671/7 81 Ur 8B 12 1021/4 10912 I 1231/4 130 V7 1441/4- 15712 TABLE 2 TABLE 3 DOOR TRACK ATTACHMENT ISPUCE HEIGHT A B C I D E F G H S 66" 10' 21" 39' 57' 70" 7 10" 21" 42" 63" 76^ T 6• 10^ 18" 38• 54^ 72' 82' 8 10' 21" 39" 57" 75" 88" 8 6' 10" 21" 42" 63" 81' 94" 9 10' 19' 36^. 54" 72' 90" 100' 9 6" 10" 21" 39" 57" 75" 93" 106" 10' 10' 21" 42' 63" 81^ 99" 112" 10 8' 10^ 21- ,42- 63" 84" 105• Ila, IV 10' 21" 3g" 57" 75' 83" 111' 124' 1 T (r 10' 21" 42" 63' 81' 98' 117' 130' 17 10" 21" 42"1 SY" I 84" 105" 123" 136' 1213' 10" 21" 38' S7 7S 93• 11V 129• 142' IS 10' 21^ 42" 83" 81' 88" 117. 135' 148' 13'6' 10" 21' 42" 63" 84" 105' 123' 141" 154" T 10" 21^ 42" 83" 84" 105. 128' 14T' /81)' 9AATH ALL TRACK SPfMENT NO, 2 OR ROE IER/ONLY�O� IA�ID ON RW W GAM WOWOUTUR I �,��IT B 9EN39 WR 6 _ 99/miwl rC Im M 17a6 k WE 7. 05/w0g1 MAX SIZE E cti 16' WIDTH 74 HEIGHTallo 8. ,.�•, LU i7J48b7 E AAT00) DESIGN LOAD +25.6 PSF -29.1 PSFTEST ES y'�:1" s %3 i= 741/v 2 LO ADS +36.4 PSF -43.6 PSF Fl. �t,)g9::::991•• 2k2ror, MODEL #550 OAK SUMMIT w/DuraSate MODEL #600 STRATFORD w/Dura9afe MODEL #950 DSRTTAOK w/DuraSate Short, Long, Flush & Oak Summit Panel's 37f WW 8/ al DAH 0/15/Qt I WAMC Mme B am ar uE Da o5/15/61 I IRC-6016-130-15 9M 3 6F 3