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Home My WebLink About132 Meadow BlvdU CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION U Application No: I 'Documented Construction Value: $ 1500.00 Job Address: 132 MEADOW BLVD, SANFORD, FL 32771 Historic District: Yes ❑ No El Parcel ID: 33-19-30-508-0000-0240 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 Title: INSTALL MANAGER Phone: 321-284-8290 Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET . Name Street: City, State Zip: 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: 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. 1 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 D� r 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 1 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 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 Signature of Contractor/Agent Date WILLIAM WALDEN Print Contractor/Age ame Signa "° CHARLES E. MERINO ,eA''" MY COMMISSION # FF940114 a- EXPIRES December 01, 2019 (40/)31 Ot53 FlondaN!OI&YService.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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: BUILDING: S� C�1a-lg Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE i U r-.i)xrgG P E?RMT Min M AC I[nsection DescrIl Lion. Footer / Setback Stemwall Foundation / Form Board. Survey Slab / Mono Slab Pre our 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) MIln Max. Inspection Descr 2tion Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final. Min Max Ilns2ecttion IIDescIl'Il2tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Min Max'. I[nsection Description Mechanical Rough Mechanical. Final lima eettion. Descri tIlon Gas Underground Min Marc Gas Rough Gas Final R EVESED: June 2014 Billing Address Pam Beni 132 Meadow Boulevard Sanford, FL 32771 USA Precision Door Service of Central Florida Invoice 45767343 244O'Brien Rd Invoice Date 5/22/2018 Fern Park, FL 32730 Completed Date 877-225-0658 Customer PO Description of Work Job Address Pam Beni 132 Meadow Boulevard Sanford, FL 32771 USA Task # Description Quantity Your Price Your Total 169946 City Permit 1.00 $125.00 $125.00 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 156052 $150 off New Garage Door 1.00 $-150.00 $-150.00 127306 Office Discount Per Charlie 1.00 $-372.90 $-372.90 Paid On Type Memo Amount 5/20/2018 Visa 3764 Pam Beni $150.00 Sub -Total $1,500.00 Tax $0.00 Total Due $1,500.00 Payment $150.00 Balance Due $1,350.00 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. 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. 5/20/2018 5/22/2018 SCPA Parcel View: 33-19-30-508-0000-0240 Parcel Information Legal Description LOT 24 MAYFAIR MEADOWS PB 29 PGS 31 TO 33 Taxes Property Record Card Parcel: 33-19-30-508-0000-0240 Property Address. 132 MEADOW BLVD SANFORD, FL 32771-3692 Value Summary Taxing Authority Assessment Value j Exempt Values Taxable Value ___.._....._...__..._..__......___........___._._.._....._._..__.._._........_..__._....._....._...__._.._......___....._...._...._.....__.._....._.. __..____._........__...__.._................._.._.._._._...._.__.......__.._.___......_._ __..._.._.._......._..._. ..._._----- ---- _.__._..._..._......._..........._._.._............_.__..._..._.._._......_.______.................., County General Fund $118,008 $50 000 : $68 008 �...... _ _._ _ Schools �_ _ ... ------- _ $118,008 $25 000 $93 008 City Sanford _. $118,008 $50000 $68008 SJWM(Samt Johns Water Management) $118 008 3 — $50 000 $68 008 ..,. 3 (County Bonds ...... _.__ ._ ___ ___ _ _ _ _ _ _ _ .... .. ....._ _E ____ _. _. _..........._..... $118 008 ; -_..... _ _ . _ _ ........ _.- _ .. __ W __ ,._ $50 000 ._..... _ $68 008 . s Sales ?. ___ .. ... _........... ......_..... ......... ................. ............ ___...............................__. _..... .......... ... __.... ........._ __._.... ................ .............. _...... ................... .._... ......... �...._..... Description Date ....... . __ LL�B00k Page Amount Qualified I Vac/Imp __..... QUIT CLAIM DEED j 2/1/2018 09076 1877 $100 I No l Improved WARRANTY DEED 6/1/2013 08066 0817 $124 900 F Yes Improved ..... ......_... IWARRANTY DEED 12/1/1988 f.._ 02030 1 0537 ............. $68 000 Yes i Improved ............. _.W............ _.............__._. .._..............._ PaW r s :. 1 I ........ Land i .... - Method I Frontage .. _ ..... _ ( Depth �Units Units Price Land Value LOT 0.00: 0.00 1 ttt $28,000.00 $28,000 Building Information Is Bed,/Bath count incorrect? Click Here ..... ..._. ... _.. .. ..... ' # � Description � Year Built � Fixtures � Bed ..... ....._ Bath !Base Area � Total SF � Living SF � Ext Wall � A Value Repl Value 1 Appendages http://parceldetail.scpafl.org/Parcel Detail Info.aspx?PI D=33193050800000240 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: 132 MEADOW BOULEVARD SANFORD, FL 32771 (Street Address) Expiration Date for This Limited Power of Attorney: N/A License Holder Name: William Walden State License Number: CRC1330671 Signature of License Holder: �)J'A&I 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 Apersonally known to me or ❑ who has produced 12 0z as identification and who did (did nottake an oath. (Notary Seal) (Rev. 08.12) Print or type name Notary Public - State of _ Commission No. My Commission Expires; Florida E C:PIR SS E. MERINO MYSION # Frg40114Eecember 01. 2019 o crvlce-Corr53otey� 5/22/2018 parceldetail.scpafl.org/FootprintPage.aspx?PID=33193050800000240&BLDGNO=1 &PAGENO=1 RECORD COPY Parcel: 33-19-30-508-0000-0240 Building No.: 1 Page No: 1 REVIEWED FOR CODE COMPLIANCE 15F - PLANS EXAMINER DATE 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 #1 $_ 239 1 http://parceidetail.scpafl.org/FootprintPage.aspx?PI D=33193050800000240&BLDGNO=1 &PAGEN O=1 1 /1 A7 I , City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address132 MEADOW BLVD SANFORD FL 32771 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-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 FA — 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 mop 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 IA-)( bl) G 91 (Please Print) June 2014 16 GA. GAL V. RESIDENTIAL TIP ROLLER BRACKET 14GA. DURASAFE ATTACHED W/00 1/4' a 3/4' _ CENTER HINGE ATTACHED 16 GA RESIDENTIAL HEX HEAD SCREWS PER V/ (4) 1/4'3/4' 2' TO' FIXTURE ATTACHED BRACKET • - = HEX HEAD SCREWS W/(3) 1/4' a 3/4' HEX HEAD SCREWS ADJUSTABLE SLIDE BRACKET ATTACHED V/(2) 1/4' a 1/2' BOLT AND NUTS • •3' 20GA. STRUTS ATTACHED 1/4' 3/4' A ®_ HEX HEAD SCREWS AT 24 A SKIN (M950) EACH CENTER STILE ADJUSTABLE ROLLER CARRIER ATTACHED V/ (2) 1/4' z 1/2' - BOLT M NUT PER BRACKET SEE PAGE 2 FOR OPTIONAL•-� TYPICAL TOP FIX R S 1 GLAZED SECTI STRUT AND STILELAY /'� TYPICAL DURASAFE RCENTER HINGE/ 7 ) N.T.S. �L/1 S (SPLICE) TABLE 4 ON PAGE STILE PLACEMENTS 3' ZOGA. STRUTS ATTACHED V/ 125 1/4' 3/4' HEX HEAD SCREWS AT EACH END STILE STILE STIFFENERS (5) LDCATED IN HINGE HOLES) ON TIP SECTION ONLY i HOLES FOR STRUT L ATTACHMENT (IF STRUT (THROUGH) IS REOIURED) G ' END HNGE } 2.0.1 B 1_ 0 �3• TYPICAL STILE STIFFENER cJ . 20 GA STRUTS N.T.S. (U PER EVEN NUMBERED SECTION (SECTIONS 2. 4, 6 AND B) 11 SPLICE TRACKS AT THIS LOCATION W (4) 1/4'-20 TRACK SPLICE BOLTS & NUTS CURE TO JAMB WITH (3) 5/16' DIA z 1-5/8' LAG BOLTS (1) 5/16' DIA. I 1-5/8" LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA. GALV. STEEL JAMB BRACKET$ ATTACHED W/ (I) 1/1-20 TRACK SPUCE BOLT & NUT OR (2) MYETS (TABLE 3) ON PAGE 3 FOR JAMB BRACKET SPACING (2) PER DID NUMBERED SECTION TRACK CONFIGURATION FOR 6.6' UP TO 14' TALL DOORS (SECTIONS 1, 3, 5 AND 7) N.T.S. �J �j" SEE (TABLE 1) ON PAGE 3 MAX ` FOR STRUT SPACING INSIDE ELEVATION VENTS PROVIDE 70 sq YI. (62 sq. MYFOi OPTIONAL TTOM BRACKET N.T.S. 3' 20GA. STRUT WENT) OF UNOBSTRUCTED ATTACHED ATTACHED UT AIR FLOW EACH W/ (3) 1/A. A J/A' (2> 1/4' X 3/4' HEX HEAD SCREWS HEX HEAD SCREWS _l4 GA DURASAFE AT END AND CENTER BOTTOM BRACKET END HINGE ATTACHED STILES 14 GA THICK ATTACHED O C T. STEEL RETAINER V/ (2> 1/4' a 3/4' W/(3) 1/4' X 3/4' W�CENT. BTM SEAL HEX HEAD SCREWS H8 NE% HEAD SCREWS 14GA DURASAFE o u o ROLLER CARRIERS ATTACHED SECTION A -A (SIDE VIEW) TO END STILE V/ (2) 1/4' x 3/4' 006 N.T.S. - HEX HEAD SCREWS PER CARRIER 2' 7-BALL STEEL OR ""'^" 7-BALL STEEL OR NYLON SHORT STEM ROLLER RT STEM ROLLERS �.� TYPICAL BOTTOM BRACKET/ ,1 N.T.S. TYPICAL DURASAFE END HINGE / , 1 N.T.S. \ `� J (1) 5/16• DIX x 1-51W �LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 2 X 6 SYP OR SPF (NO. 2 OR BETTER) 20 GA CENTER STILE y�20 GA. GALV. STEEL END SOLE 2' GALV. STEEL x 5/8'TRACK TRACK THICKNESS5S.051' .051' BOLT AN NUT RIVETS TRACK MOUNTING DETAIL N.T.S. TWO (a) ROWS OF THREE (3) VENTS EQUALS 15 SO. INCHES 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 ZONE. ROOF AT ANY SLOPE): WIND SPEED (MPH) 142 129 122 117 112 EXPOSURE LEVEL B C C D D MEAN ROOF HEIGHT 30' 15' 25' 15' 1 25' NIEMGR OF GMAGE --I UAL wom le'o' F-- .. n�nuuir sn—CATIONS I. ALL mE LOAD FROM lHC OOGR a TNANYERRED ro 1HE YERM.A TRACK, FROM THE A. HARE LOAD IS 1RAN4FARED TO THE VIRRGL .MARS DIE NOIM2GRAL JAHIB OR HEADER REO3YES NO PORTION O THE LOAD iRANSFORRED IBCM THE DDOR. + 146. EADH LERDC R 4AYB5 IECEYTs MADMMa DE,%aH LOADS OF: 4 Le5/FT HM- M6.{ LRS/FTANDS a— AND WLL BE DESIGNED. MAHUFACTURO AN O NSTALLEO MIN STAHDMDS AS SET FORTH BY DASMA A. DOOR SECTIONS SHALL BE 25 GA MIL (.01Y) ROLLED MME) UGHT CW.0 & OUAUIY S SUPPORT- SIM—AL ELLSDNS SMALL BE OCRBMD BY A NEGISTRD) PROFESaNIAL ONp1REVY FOIL MD LOADS MCA Tm ON THIS ORAMNG N ADOIDON TO DINER LOADNM B. REFER ro TA s ON THE PAGE S FOR ADDO NA DOLL WDn1S AND MR DESIGN PRESSMS F(7 ei ^ "t5��UQ)sleg I REV 106MM OF iUSIONS I DATE JOY I DU OAGWQE AND (l.1II46 MAX SIZE $^: `*'�+�`_._�Y"- "'� -•;✓i TMD1H If I ' HEIGHT w E ►A��; NO 10S579 (DOOR MI(IT _- OUGHT UN—ONS) r ^ `S DESIGN LOAD _�2 +18.3 PSF PSF % l/' tl OF 615111, -20.8 "+•, Ci TEST LOADS „ c �:,� . 0 R I E' +27.5 PSF -31.2 PSF FL �•'C2a R'.NncR! A MODEL /650 OAK SUMMIT w/DuraSafe MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush & Oak S=n3/t Panels DRAW BY DU DATE 04/07/03 MAIN MIHR DEIXID BY Ale DATE 04/07/03 I1IC—bVIO-110-15 SIM I OF 3 t- THE 4TTACHE➢ SCREWS s a 3. 206A. STRUT LOCATED IN THE TIP - • • AND BOTTOM IF GLAZED SECTION al 7/ /// �/ / / / j / / / / ATTACHED W1/4'4' % 3/4' HEX HEAD SCREWS A AT END AND CENTER STILES OPTIONAL SHORT PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) B B B R OPTIONAL LONG PANEL TOP GLAZED SECTION (STRUT AND STILE LAYOUTS) LONG PANEL GU JNG OPTION AVNLABLE ONLY ON DOORS 15'6 THROUGH 16'0 WIDE DOORS LESS THAN 15'6 WIDE MUST USE SHORT PANEL GLAZING OR CLOSED SECTIONS WOOD JAMB ATTACHMENT TO STRUCTURE 22 X 66 "1RTICAL JAMB ATTACHMENT TO WOOD FRAlj STRUCTURE 5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 24' G.C. (1 1/2' EMBEDMENT) P X 6 VERTICAL IANH ATTACHMENT 70 2000 PSI CONCRETE HILTI KWIK BOLT 3/B' X 4' STARTING 6' FROM ENDS THEN 24' D.C. (2 1/2- EMBEDMENT) HILT I SLEEVE ANCHOR 3/9' 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) ? % 6 VERTICAL AMH ATTACHMENT TD HOLLOW L-90 BLOCK 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) HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART)AT 24' O.C. (1 1/4' EMBEDMENT) P X 6 VERTICAL �AMH ATTACFMENT T❑ •RO R ➢ -90 BL1 (2000 PSI GROUT) HILTI SLEEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM ENDS THEN 24. O.L. (1 1/4' EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) :LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. iPREPARATION [IF WOOD JAMBS BY OTHERS WGOD CONCRETE HOLLOW BLOCK GROUTED BLOCK STRUCTURE STRUCTURE k, ISTRUCTURE STRUCTURE w -IFS- -IHI- I-iI u 1/2' MIN 2-V3/4' MIN 1-1 4' 2X6 J/2' NIN AMB TYP. 3' MIN B OPTIONAL SHORT PANEL INTERMEDIATE GLAZED SECTION (STRUT AND STILE LAYOUT) IH-I/8' •z n t SHORT PANEL GLAZING FASTENER DE 38-1/8' r � z• •3 •z n ]0-5/8' J 2 LONG PANEL GLAZING FASTENER DETAIL N.T.S. GLAZING OPTION CROSS SECTION GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION GLAZING MEETS ASTM E1300-04 Decr.F—a WINDOW FRAME OPTIONAL DecrD INSERTS rWlhi UV PROTECTION WITH UV PROTECTION {I MIN. 3/32- THICK SSB GLASS ((10 /6 % ]/4' PAN HEAD SCREVS F DE3(F%N OF fET4911S AT EAI,N S PANEL WNDDW FRAME (16) A X 3/4' PAN HEAD SO *` BRAD(EI AT EACH LONG PAAEL WNDOW FRAME MOLDED INSIDE FRAME A SECTION B—B womDAAewITAHDru AVAILABLE TRACK CONFIGURATIONS N.T.S. DU �� 4�. �� 4' J.(cjl'✓�oa� 2u MAX SIZE E< i• o?'-^`'`•C+,''`- 16; "OTH 14 HEIGHT - :n'•n!0i:^L:�f -, 0 (sD00AeaEci mT a a t'A'`d'$ 1x W T L6YTAMIFF6) I_ . ` DESIGN LOAD +18.3 PST y ' ? "— E e ", ji ct F�,,t'.. rl� S-' ~-_ ••yoo -20.8 PS ''' a TEST LOADS +27.5 PST sp' .'.,,. _ )''.> -'y �°.`1°; -31.2 PST � FL MODEL #650'OAK SUMMIT w/DuraSafe MODEL {IL600 STRATFORD w/DuraSafe MODEL $050 -HERITAGE w/DuraSate Short, Lon`. Flush & Oak Summit Panel's III OMW BY DU DAIS 04/07/03 ORAINIG HUM B CHECKED BY ME I DAIE 04/07/03 IRC-6016-110-15 9iET 2 T3 TABLE 1 TABLE 4 TABLE 5 S_bu, -- Width (A7 100 Panel TYge Simon M. LoaOe P0.56he (PSF) 24.4 Dew Albnad Neglthe (PSF) 278 10,0 Lo 29.1 33.1 1010 170 Summ' Sian 29.1 24.3 33.1 W6 -72-0 12'0 Lo Oak Summit24.3 24.3 27.6 27S 172 tr2 Start L 23.9 23.9 2.2 27.2 1rz 1r4 174 oak summit Stan z3.e 23.6 23.6 272 26.8 26.8 12'4 Oak S-d 23.6 26.8 1216 1r8 12•8 Slut k Summit 23.3 - 23.3 26.5 26. 26.5 1r'8 Shai 23.0 26.1 1r8 12'6 ,Summit 23.0 23.0 26A 26.1 +2' 10 17'do t710 Steal Summit22.7 22.7 22.7 25.8 25.8 25.8 ITO Short 22.4 25.5 IT 170 IY2 L. Summit22.4 Shoe 22.4 22A 25.5 25.5 25.1 TABLE 2 TABLE 3 DOOR SECTION HEIGHTS HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 14' 0" 21" 21" 21" 21" 21" 21" 21" 21" 13' 6" 21" 21" 21" 21" 21" 18" 18" 21' 1& 0" 21" 21" 21" 18" 18" 18" 18" 21" 12'6" 21" 18" 18" 18" 18" 18" 18" 21" 12' 0" 21" 21" 21" 21" 21" 18" 21" - 11' 6" 21" 21" 21" 18" 18" 18" 21" ... J 11' 0" 21" 18" 18" 18" 18" 18" 21" - �� 10' 6" 21" 21" 21" 21" 21" 21" ; ........ ._..-.._,-..__._, 10' 0" 21" 21" 21" 18" 18" 21" 9'6" 21" 18" 18" 18" 18" 21" ..-.. .. 910, 18" 18" 18" 1$" 18" 18" $' 6" 21' 21" 21" 18" 21" _. -_ 8' 0" 21" 18" 18" 18" 21.. I 7' 6" 18' 18" 18" 18" 18 j _ Y 7'0" 21" 21" 21" 2114.8 - 6' 6' 21" 18" 18" 21" T _ -_ - ALL TRACT( ATTACHMENT SPACING +/-2• ALLOWED %TN SYP OR SPF NO, 2 OR BETTER ONLY - 13- 2 Lon 22.1 25.1 32 13.1 Oak Summi Shg1 22A 21.9 25.1 24.8 1314 134 Lmg Oak Summit21. 21.9 ?A 24.8 17.6 13;6 Stan Lon 21.6 21.8 24.5 24.5 136 IT 8 k 5ammi Short 71.6 21.3 Z- 24.2 130 1Y8 Long Oak Summit 21.3 21.3 24.2 2,1.2 13'10 13'10 Shoe Latg 21.1 z+.1 23.9 23. IT 1n u' o k Summ Stan - 21.i 20.8 23.9 23.] REV DERRFIION OF WYBON$ DATE BY 14 0 IW O L k Summ' 20A 20.8 Z7.7 23.7 A IPDATED BOilOY BAACO WORYATpN ,1DpEp OI2L9JY9i AID GL131G OPIIId116 07 /05/05 qJ 14' 2 t4' 2 Sinn L 20.6 20.1 z3.4 13.4 B REVISOR NOTE 6 09 OIJ 182 a"a ak Summit20.6 Short z0.3 23.4 2.1 C R10 D TAM 5, NO E 7 O5/25/9 CBi 14'..4 Oak Summit 20.3 23.1 D WO go TaE d TPNX EaMfNiftA11R3 M 2 dR E IOOFD MttDN Rg1fA5/1WW1ED GIA71M i RR 14'.6 SMd 20A 22.8 MAX SIZE 16' WDTH w 7o aT DESIGN LOADS -20.3 PSF -20.8 PSF TEST LOADS +27.5 PSF -31.2 PSF t 1 6B c k 1 ]. A 7� r E;p . 59-' s��,` •"F.T" �•` •� ' 3 % L.'v.St l a;.• E' �'2C 1j••"•" �� FL EO!?fi".7"•iiii4'i�, 2m 118 Oak Short 37.1 19.9 22.8 22.6 14. umm iP:1C N' 10 Sinn Long 19.8 19.6 22.T(DHETT 22.3 if 10 15'�0 Oak Summ Short 19.6 19.4 n-3 22.1 15"0 150 Lang Oak Summ 15.5 15.5 17.6 17.6 15'.2 152 Slnrt 19.2 19.2 21.8 21.8 15'2 15.4 Oak Summit Shan 75.4 19.0 17.5 21.6 75''4 Loig Summ' 19.0 15.2 21.4 17.3 �`/^■/'� 2kw 165 COURT WINS &M-EM. NF 27101 15'8 W6 15'6 51ax1 Long 18.8 18.8 21 1 21 A 1516 15.8 Oak Sunm' Short 18.0 18.6 21.4 21.1 MODEL 650 OAK SUMMIT w DuraSafe / MODEL #600 STRATFORD w/DuraSafe MODEL #950 HERITAGE w/DuraSafe Short, Long, Flush k Oak Summlt Panel's 15' 8 15.8 10 g kSumrm I8. 1a6 21.1 21.1 u'no 151a 15'.10 short L SummR 18.4 18.4 10.4 20.9 z0.9 20.9 1e',o Short 1a.3 20.8 Off B DRAW BY al cHEom)et AAE DATE 0//07/b3 OATE aM/m DRAW NDI®t IRC-601f 110-15 16-o 1W O Lang k Summd Na 18.3 2o.e 20.8 SHIP 3 ff 3 • siiimdonaneedahehinged DOOR STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP HEIGHT A B C D E F G H I J K T 6'6" 5 1/2" 18 1/4" 36 1/4' 43 1!2' S4 1/4' 67 1/2' 7' S112" 18 114" 39 1/4* 46 1/2' 60 1/4' 73112' 7'6' 51l2" 151/4" 331/4" 401/2' 51 1/4" 691/4" 76112" 88 1/2' 8' 5 1/2" 18 1/4" 36 1!4' 43 1/2' 54 1/4' 72 1/4' 79 1!2" 94 1l2' 8' 6" 5 1/2" 18 1/4" 39 1/4' 46 1!2" 60 1/4" 78 1!4' 85 1/2" 100 112" 9' S 1/2. 15 i/4. 33 1/4' 40 1/2' S1 1!4" 69 1/4' 76 1/2" 87 1/4° 99" 9'6' S 1/2" 18 1/4" 36 1/4' 43 1/2' S4 1/4" 72 1/4' 79 1/2" 90 1/4" 103 112' 10' S1/2" 18 114" 39 114" 46 1/2' 60 1/4" 78 114" 851/2" 96 1/4' 1091l2" 10'6' S 1/2" 18 1!4. 39 1!4" 46 1/2' 60 1/4" 81 1/4' 88 1/2' 102 1/4" 115 1!2" 11' S 1/2" 18 1!4" 36 1/4" 43 1/2" 54 1/4" 72 1/4' 79 1!2" 90 1/4' 108 1/4' 115 1/2" 130 1/2" 11' 6" 5 1!2' 18 1/4" 39 i/4" 46 1/2' 60 1/4" 78 1/4' 85 1/2' 96 1/4" 114 1/4' 121 1/2' 136 1/2" 12' S 1/2" 18 1/4" 39 114" 46 1/2" 60 1/4" 81 1/4" 88 1!2" 102 1/4" 120 1/4. 127 1!2" 142 1!2" 176" 5 1/2" 18 1/4" 36 1/4' 43 1/2" 54 1!4" 72 1/4' 79 1/2" 90 1l4' 108 1/4' 115 1/2" 126 114" 139 1/2" 13' S 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' 121 112" 132 1/4' 145 1/2" 13'6" 5 1/2" 18 1/4' 39 114" 46 tl2" 60 1/4" 81 114" 88 1/2' 102 1/4' 120 1!4' 127 1!2" 138 1/4' 151 1/2" ?4' S 1/2" 18 1/4' 39 1!4" 46 112" 60 1/4" 81 1/4" 88 1/2' 102 1/4' 123 1/4" 130 1/2" 144 1/4" 157 t/2" DOOR TRACK ATTACHMENT SPLICE HEIGHT A B C D E F G S 6' 6" 10" 38" 58" 70" 7' 10" 38" 58" 76" T 6" 4" 28" 52" 76" 82" $' 10" 34" 58" 82" $$" 8' 6" 4" 28" 52' 76" 94" 9' 10" 34" 58" 82" 100" 9' 8' 4" 28" 52" 76" 100' 106" 10' 10" 34" 58" 82" 106" 112" 10'6" 4" 28" 52" 76" 100" 118" 10" 34" 58' 82" 106" 124" 4" 28" 52" 76" 100" 124" 130" 10" 34" 58" 82" 106" 130" 136" KT 4" 28" 52" 76" 100" 124" 142" 10" 34" 58" 82" 106" 130" 148" 4" 28" 52" 76" 100" 124" 148' i54" 10" 34" 58" 82" 106' 130" 154" 160" �0�Q3:7E1/EI�� iL1l/�'T"�L:@Lfi:�ilL•:dJiil'rdFJfE3Sll'1 iLiL'�.•sa-"1tr-r1L•".'aAlL•14JfitE•:7�� f