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Home My WebLink AboutSUBMITTED PAPERSA� DATE: a ,'EIPT: 1 Q PERMIT NUMBER:Cj' CS Z& PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION CA 2300 Virginia Avenue Fort Pierce, FL 34982ED (772) 462-1553 APPLICATION FOR REPLACEMENT OF NG DOORS SLIDING GLASS DOORS <U% CO WINDOWS, SKYLIGHTS, SWING cy & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: As 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFOORMATION b Address: \\z� 'b City: 77cx-v`-ze--� State: EL Zip:,5-j Phone: Email: 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: l County Cert #:\�� BusinessName: =, �+ Ckac,. Phone Number: Email: COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR 4 1, - 42 i U [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ k ILO -1 LA i S i FEES DUE: , dq . O Cz OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating constructio and Zoning. PRINT OWNER OR CONTRACTOR/QUALIFIER NAME NATURE OF OWNER R CO TRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF `C— 1. I -L6 '� ACKNOWLEDGED BEFORE ME THIS `A DAY OF �:� 120 \� BY WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDEN kF,I ATION. TIFFANY A. LEE MY COMMISSION # DD 985525 SIGNATURE OF NOTARY TYPE OR PRINT NAME Ok NOTARY A"to EXPIRES: April 26, 2014 Bonded Thru Budget Notary Services TITLE: NOTARY PUBLIC COMMISSION NUMBER D�a JZ::X-At:> NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Property Appraiser - St.Lucie Countv, FL Page 1 of 1 Patricia A Dillon Record: 1 of 1 Property Identification Site Address: 168 PEPPER LN Sec/Town/Range: 11 :37S :41 E Map ID: 45/11A Zoning: PUD PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print 411CIE CO, ParcellD: Account #: 4511-503-0037-000-3 134243 Use Type: SF Res ' City/Cnty: Saint Lucie County Ownership and Mailing Owner: Patricia A Dillon Address: 168 Pepper Ln Jensen Beach FL 34957-2572 Legal Description BAY TREE LOT 31 (OR 810-867: 1116-2566: 2704-755; 3504-597) Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 328700 Land Value:. 125000 Acres: 0.2 3/26/2013 100 0111 QC 3504 / 0597 Assessed: 267638 Building Value: 203700 11/8/2006 100 01 WD 2704 / 0755 Ag.Credit: 0 Finished Area: 2759 SgFt 12/11/1997 47000 04 WD 1116 / 2566 Exempt: 50500 9/29/1992 90000 00 WD 0810 / 0867 Taxable: 217138 Taxes: 4578.98 BUILDING INFORMATION ------------- (SOBB 3,; IS (io a (SA) e BBn41 I (ales •BS Exterior Features View: RoofCover: TC - Clay Tile RootStruct: HP - Hip ExtType: HB+ - HB+ YearBlt: 1994 Frame: Grade: B+ - B+ EfIYrBlt: 1996 PrimeWall: BS - CB Stucco StoryHght: 0020 - 2 Story No.Units: 1 SecWall: - Interior Features BedRooms: 4 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/2Bath: 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %oA/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth DWC - Driv-Concret Y 1 600 AV AV 1993 1 0100-SF Res 126 -Flat 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/paslc/prc.asp?prclid=451150300370003 1/24/2014 4 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA CLOPAY 84A, 94 73, 75 98 IDEAL 4RST 6RST 4F HOLMES 48, 48B 42, 42B -- SHORT PANEL FLUSH D 2 C C v 3 A 1 3 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA CLOPAY 'GALLERY' GD5S, GR5S HOLMES 'ARTISTRY' AR5S IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FILE Copy 2 1 SHEET- REVISIONS 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 02 - 12/20/12 - SH ADDED FBC 2612 REFERENCE. OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) ■ i GG�i i i ■ �.��..:I limmmumawAll ••� �t��t�t�t��t��liV•I i91� ti I ta—ts� i tttttttttttttttttttt� t ltttttttttttttttttttt� t � r��i��wi i am . ��Mi i I�� 1 r• .r^r. .,^ram .,^,. -„^s. .r^r r ^^ n^ IRIM-, Ott OW-1 OW-1 I I 11071 1 � EMI I0�� DOOR HEIGHT 0 OF SECTIONS UP TO 7'0' 4 7'3' TO 8'9' 5 9'0' TO 10'6' 6 10'9' TO 12'3' 7 12'6' TO 14'0' 8 14'3' TO 15'9' 9 16'0' 10 MAX SECTION HEIGHTS 21' DESIGN ENGINEERI MARK WESTERFIELD. P.E. 4 -VIEW "B" (SEE SHEET THREE). -MEW "C" (SEE SHEET THREE). �i6 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED, TOG-L-LOC SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. \—TWO POINT LOCKING INTO TRACK. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & BTM) AND URETHANE ADHESIVE (ALONG CENTER). . /\ /_ GLAZING SHOWN IN TOP SECTION. ■■ I 1�1 � 1�1 � ICI � I�1 � 1�1 � I�1 I�� M MAWI�i=i�f� � r1w, ^^ .r^r. T �t�t_t�tJ t TOP I'MI�Hr�11=91 L•--•� A OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS MAX. DOOR WIDTH = 16'-2" INNER BOTTOM BRACKET. INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES OCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) ANY ROOF SLOPE, AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA IOB. SITE—SPECIFlC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE VINO 15 5 160 170 ISO 195 SPEED (KPH) EXPOSURE B. C, D B, C, ➢ B, C B, C B CATEGORY MEAN ROOF HEIGHT 25' 15, 25' LS' 30, 3 ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE OF DOOR. END ENGAGES INTO STILE. VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED END HANDLE. STILE. INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION. OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. 1 IC END STILE. OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WffH LOCK BAR LOCKING. ;DESIGN LOADS +36 0 PS.F. & -42.0 P.S.F. STi I '54.0' P S F.= �--63 -P- S Unless Stated Otherwlse _ CIO y B595 Duke Boulm, TOLERANCES are Tel. N1 513—Y%— L .0 = t.031 miq Praduch Fox No. 513-770-48: .00 t.015 DESCRIPTION: 2" STEEL PAN DOORS .000 - d:.00s DRAWN BY: sH DATE: 11 1 .0000 = t.00t / Dogmas = t1/2' CHECKED BY: SH DATE: 11/2 Uni— Stated Otherwise DIMENSIONS ARE N INCHES. DWG. NO.: 104710-A/B 2 GLORMA PRODUCT APP PAN-2F153 PART NO.: N/A A VINDLOAD RATING W6 BP36 'W (SEE TABLE FOR MODELS) SCALE: NTS DWG. R SHEET 1 OF 4 ISIZE 1J VER: IBC WAL 15107 f 7 i� 41 4 1 3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA MODELS 25 GA CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST 6RST I 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 49B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL DESIGN ENGINEER, MARK WESTERFIELD. P.E. 4 SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION B-B (IMPACT -RESISTANT GLAZING OPTION DETAIL 'D' MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN (10) JB x 3/4" PAN HEAD MACHINE SCREWS. SLX2432T FRONT FRAME & GLAZING. IMPACT -RESISTANT ASSEMBLY DETAILS DRAWING 104710-A 3 L I I SHEET) REVISIONS 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 02 - - - SH I SEE REVISION HISTORY ON SHEET ONE. C OPTIONAL DSB OR 1/8- ACRRLC LIES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLTTE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION) C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. 125 n n n ,I GLAZING MOLDED INSIDE LITE RETAINER. #80/4' PAN HEAD SCREW (10 SCREWS PER LITE). STANDARD ASSEMBLY DETAILS DRAWING 104710-B PAN-2F153 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. EST GADS: +54.0ART & -63 0 P.S.F.P.S F.A NO.: N/A.S.F. Unlaee stated Otheniee TOLERANCES an .0 = t.031 = Cln y 8585 Duke Boulmrd Iloson, ON -77D USA TeL No. 513-7740 USA B-v^9 F. No. 513-770-1853 WINDLOAD RATING \ / 6 D P 3 6 W DESCRIPTION: 2' STEEL PAN DOORS 16'2 W (SEE TABLE FOR MODELS) .00 - f.015 .000 - d:.005 .0000 = d:.001 DRAWN BY: SH DATE: 11/19/1 SCALE: NIS DWG. Degrees = d:1/2• CHECKED BY: SH DATE: 11/20/1 SHEET 2 OF 4 ISIZE L I.I.W. Stated Oth..ixe DIMENSIONS ARE IN INCHES. DWG. NO.: 104710-A/B VER: IBC AI 4 1 1) 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA MODELS 25 GA CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST 6RST 4F I HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL L SHEET- 3 OF 4 onr un I 7nhir. In. I REVISIONS ): I DESCRIPTION SEE REVISION HISTORY ON SHEET ONE. 2' THICK r- HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (2) 12 GA. GALV. STEEL TOP ROLLER (N� FROM DOUR) NOTES : 25 GA. (0.019" MIN. THICK) BRACKETS (2-1/2" x 5-3/8'. EACH 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN BRACKET ATTACHED W/(4) #14x5/8" SHEET THE 2x6 VERTICAL SYP (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS - WITH G-40 GALVANIZING, TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. BAKED -ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +28B LB & -336 LB. PER LINEAR BAKED -ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4-0/2- BOLTS JAMB.FOOT OF >1 3. ALL JAMBFASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. FASTENER FLUSH MOUNTING SURFACE SIDES OF STEEL SKIN. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NX USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. IT 2.6 VERTICAL JAMB 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO RE XISEO FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VMnrAI..IAMRS OR RUPPORTING SfRNLTNRFI MAXIMUM ON -CENTER DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS. REQUIRED? BLOCK WA x -1 4' N. D PC CONCRETE ANCHOR-1 1 O.D. 3000 PSI MIN. CONCRETE 1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR 8-1/4- 1 O.D. 20DO PSI MIN CONCRETE3 B X 1-3/4' MIN. EMBED WEJ-TT ANKR TITE SLEEVE ANCHOR - INCLUDED 40DO PSI MIN, CONCRETE 3/8' X 1-3/4' MIN, EMBED WEJ-rr ANKR DIE SLEEVE ANCHOR 24- CLOD D WOOD EFIAME fSYP 0-55 Sr 1/2' x 3' LAG SCREW (ASTM A307- GRADE A) 1-5/6" EM13ED INTO STRUCTURE 17-3/4' O.D. • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2", EXCLUDING STUCCO THICKNESS. DESIGN ENGINEER, MARK WESTERFIELD. P.E. SHIP LAP JOINTS � 4"— r L VIEW "D' 4" TALL TAPER STRUT. 0.057' MIN. GALV. STEEL, 50 KSI. MIN. #14x5/8' SHEET METAL SCREWS d 01 d 1/4'0/4" SELF Cl TAPPING SCREWS. 14 GA. END HINGES 18 GA. GA. (MIN�INTERMEDIATE HINGEHINGE VIEW •B• VIEW •C" IN 14 GA. MIN. GALV. ROLLER HINGE. EACH C` HINGE FASTENED TO END STILES W/(4) #14x5/8' SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW 'B". ONE 4" T-STRUT PER SECTION. (SEE VIEW "D7 EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4'0/4' SELF TAPPING SCREWS. \-12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A —A (SIDE VIEW) PAN-2F153 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. ST LOADS: 0 PS.F. & -63P.S.F.—PART NO.: N/A Unless Stated Othe Ne TOLERANCES a e .0 = t.031 = Cln y B585 Duke Boulemrd Mason, ON 45040 USA Tel. Na. 513-770-4800 B,dd:g Producle Fax No. 513-770-4853 VINDLOAD RATING �/ C D P 3 6 W O A DESCRIPTION: 2" STEEL PAN DOORS 16'2'1V (SEE TABLE FOR MODELS) .00 - d:.015 .000 m d:.005 .0000 = d .00t Degree. = d 1/27 DRAWN BY: 5H DATE: 1t/1s 1 / SCALE: NTS DWG. R CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF 4 ISIZE 1J Unless Stated Oth..ise DIMENSIONS ARE IN INCHES. I DWG. NO.: 104710-A/B VER: IBC 4 1) L I 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, 1 REVISIONS MODELS 24 GA 1 25 GA 1 24 GA MODELS 25 GA 4 OF 4 I REV. N0. ZONE: DATE: ECN N0. APPVD: I DESCRIPTION CLOPAY 84A, 94 173, 75 98 CLOPAY 'GALLERY' G➢5S, GR5S 02 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4R ST 6RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 49, 48B 142, 42B -- IDEAL 'CARRIAGE HOUSE' EDSS SHORT PANEL FLUSH SHORT PANEL D HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUfI). IK TRACK CONFIGURATION DOOR COUNTERBALANCE SYSTEM N DOOR OPENING DOES NOTOAFFECT THEE DOOR DOORS UPMB 00 800nOLBS. WIND LOAD RATING OF THIS DOOR. HEIGHT 'L' 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO • JAMB WITH (3) 5/16' % 1-5/B' LAG SCREWS 1' DOOR OVERLAP (EACH SIDE) STOP MOULDING BY DOOR INSTALLER (TO SUIT). AND TO TRACK WITH (2) 1/4' RUM. _s 76"i6 2x6 SYP WOOD JAMB. SEE GA GAIN. STEEL END SOLE 2' TRACK CONFIGURATION -6 'JAMB PREPARATION NOTE'. 18 GA CALV. STEEL DOUBLE END STILE. -6 20 GA. MIN. STEEL INTERN. STILE. DOORS UP TO 800 LBS. _ AS ROD: SPACING NTE 14' O.C. - •_g 11301 2-1/2" % 12 GA GALV. STEEL / 1 1 1B GA GALV. STEEL INTER. HINGE FASTENED TO CENTER o S 63" 2' GALV. STEEL TRACK, TRACK BRACKETS FASTENED TO J WDOD JAMBS WITH 5/6' X 1-5/8' EACH L TRACK THICKNESS: O.D83'. 0 _g _ 12-471 LAG SCREWS NOT TO EXCEED 14" ON HIEETWMETAL SCREWS. 7/16' I.D. ROUND 50, 1 -6 -CENTER. MIN. OF (9) LAG PUSH NUT L� 19 2'-0" lac SCREWS REQUIRED PER JAMB. 2'GALV. STEEL TRACK FASTENED TOFASTENER. s TIP. 2-1/2" X 12 GA GALV. - GA rALV �/4 DICCKA. BRACKETS 14 GA GAIN. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH j14x5/8' JAMB -6 W12 ITH EITHER (2 RNETS OR METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. c ASTEELTRTACHED TO WNH (1) r2. (1) 1/4' % 5/8' BOLT & NLlT PERSHEEP 05/16- % 1-5/8' LAG SCREW PER -6" TRACK BRACKET. 2' DU. 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRETRACK BRACKET. _6. 3 AI DESIGN ENGINEER, MARK WESTERFIELD, P.E. T a x g n b a 0 NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. 1' DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE 3' GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 'JAMB PREPARATION NOTE'. THICKNESS: 0.101'. ANGLE THICKNESS: 0.080". HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4' ■ 2-7/13'. SUPPORT BY DOOR �_VERTICAL/HORIZONTAL TRACK 14' MA%IMUM SPACING INSTALLER (TO SUIT). 3-1/4' z 2-7/8' MIN. x 0.080' TAPERED JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE SEE LAG BOLT MOUNTING BELOW. LHR BRACKET (2-1/2' x 5-3/4" x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4" z 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE' AS SHOWN IN ZONE B-3 SHEET 1. DOUBLE TRACK LOW HEADROOM OPTION (AVAIL FOR BOTH 2' AND 3' TRACK) .U.. HORIZONTAL TRACK. BY DOOR INSTALLER (TO SUIT). STEEL END STILE. IV. STEEL DOUBLE END STILE. GA MIN. GALV. STEEL INTERM. STILE. 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER SOLE W/(4) EACH j14x5/8' uun SHEET METAL SCREWS. ADDITIONAL MOUNTING SLOTS L FASTENER. 0.101' THICK 3' GALV. STEEL TRACK FASTENEDJ SPACED AT 12' CENTERS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLE TRACK ATTACHED TO STILES W/(4) EACH j14x5/8' SHEET METAL SCREWS �12' ON CENTER TAPERED ANGLE WITH ONE 1/4'4/8' BOLT & AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE NUT AT EACH MOUNTING SLOT. 46' 3' DIA. 8-1/2' LONG STEM BALL BEARING STEEL ROLLER. .yy, ;,•Syi SECTION C-C 34NE Y' TRACK BOLT AND NUT AT EACH PREPARATION OF JAMBS 8Y OTHERS, MOUNTING SLOT LOCATION. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. ESI LOADS; 0 PS.F. & -63.0 P.S.F._ DOOR VERTICAL Unless Stated Othmwiee _ 8585 Duke Boulevard 22' HEIGHT TRACK LENGTH _ ■=IO^'� TOLERANCES an c 1CI;ce~mmnpa®®Oyyy B585 ON 4Boul USA Tel. No. 513-770-4884 53 ONE 5/16' x 1-5/8" LAG SCREW SPACED AT THE SAME •0 = t.031 Bnldig Products Fax No. 513-770-4853 10' - ..OD - t.015 DESCRIPTION: 2' STEEL PAN DOORS DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 10', 22', 34', .000 t.005 72-0 '132 46', ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28", & .0000 f.001 DRAWN BY: SH DATE: 11/19, 3-1/2' 14 -0 _156 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE Degroee t1/2' 16-0 180 VERTICAL HORIZONTAL TRACK JUNCTION. IN INe CHECKED BY: sH DATE: 11/20, i P.E. 91513 / UNep Stated Ot DIMENSIONS ARE IN INCHES. DWG. NO.: 104710—A/B 3 z FLOO HMA p OO DDMC T lapG°�L PAN-2FI53 PART NO.: N/A A VINDLOAD RATING W6 DP36 -W (SEE TABLE FOR MODELS) SCALE: NTS I DWG. SHEET 4 OF 4 ISIZEB VER: IBC Florida Building. Code Online Page 1 of 4 FL # FL16107-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterrield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ?I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler � Validation Checklist - Hardcopy Received Certificate of Independence 'r'4..7.6'!.07 R2 C;(;I Sartif!rafinn of Indty�<,n�ie:^:4�' or Validy�tygry fnyi( Gary P Ueh!er.rd` FL16' 0'/ P2 COI Statement on Independence of Evacuation Entice Scottt is m i iton. 7.20424.pd P Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 109... 1/24/2014 . , Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 04/25/2013 04/26/2013 05/01/2013 06/11/2013 06/26/2013 . ______........___.___. Summary of Products Go to Page----� Page 1 / 2 I FL # Model, Number or Name Description 16107.1 01 W6-16 DSIE-11`171: 4300, 4301, 4310, Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, ISP200,SF200,SE200,6200,6201,6203 min.) Double -Car (9'2" to 16'2" wide) WINDCODE® W6 Garage Door t Limits of Use Approved for use in HVHZ: Yes Installation Instructions F'L.1.>3.7.__3z._.T� 1:n=,,g�A.:_c;E<ev�;}:,i:•c�r j Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No j Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with [L,�,i,1._;7,7_ [�? AF: S"i:i:>C,. IMIL4Z ..04f optional impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.2 02 W6-16 DSIE-11`171: 4300, 4301, 4310, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. I HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, ISP200, min.) Double -Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R2 TI 104724-B-TBC-Rev03.ndf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 ' Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of FL:„,,'-�,1„Q]„-7_k[_ Cf:_f?C 1.3 the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107: 03 W6 6 PAN-2F153: 73 5, 84A,. 4, 42, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ 48 42B 48B�4ASS, I,DSS; R5S, W6 Garage Door with Optional Impact -Resistant Lites AR5S,ED5S Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R2 TI 104710-A-IBC-Rev02.ndf , Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports i Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with _..2MI _1,7•,Zh optional Impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.4 04 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODEO 48, 42B, 48B, 4RST, 6RST, GOSS, GR5S, IAR5S,ED5S W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No "rL1.6107 R2 TI 104710-13-?BC-Rev02 Doi Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of i1j,6107 R.2 .AE CBRC 1.21212-A.i.pdf the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107.5 05 W6-16 PAN-21`143: 84A, 94, 98, 48, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ 48B, 4F, 4RST W6 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes PL16107 R2 II 104753-F- TBr-Rev02.odf I Approved for use outside HVHZ: Yes ! Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No i Design Pressure: +38 PSF/-42 PSF Evaluation Reports I Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with F1.16107 R2 A;: SBPC 121212-A,1.pdf optional impact -resistant glazing are impact -resistant (large missile Created by Independent Third Party: No impact). 16107.6 06 W6-16 PAN-21`143: 84A, 94, 98, 48, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ i 48B, 4F, 4RST W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No F-L16107 _L2 IT 1 40 753-BL iC,7,fyp?��f Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of Fl;"_E7;C) „it7. A_F:_ (:BPC_f the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windborne debris regions. 16107.7 07 W6-18 DSIE-1F171: 4300, 4301, 4310, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, ISP200, min.) 16'4" to 18'2" wide WINDCODE@ W6 Garage Door with Optional SF200, SE200, 6200, 6201, 6203 Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes _t�;61i,7 R7 it Si)471-A-__.4�R Pvi)2.ndf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with Ff..1.61Q7-R2 A-L, , 3PC 121.Z7.2.-A, LpIdE optional impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No impact). 16107.8 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109... 1 /24/2014 I 1 , . These Tables Are For GARAGE DOORS IN One and Two Family Dwellings - Garage Doors Installed In Buildings with a Mean Roof Height of 30' or Less Located in Exposures B,C or D Table R301.2(4) COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE-[PSF] 7160 EXPOSURE B 9' x 7' Door = + 26.7 - 30.2 ❑160 EXPOSURE B 16' x 7' Door = + 25.6 - 28.5 ❑160 EXPOSURE C 9' x 7' Door = + 32.4 - 36.6 (1 storyand max 15' mean roof height) 7160 EXPOSURE C 9' x 7' Door = + 37.4 - 42.3 ( 2 story and max 30' 7,160 EXPOSURE C 16' X 7' Door = + 35.9 - 39.9 mean roof height) ❑160 EXPOSURE D 9' x 7' Door = + 39.3 - -44.4 (1 story and max 15' 7160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height) ❑160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2 ❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4 7150 EXPOSURE B 9' x 7' Door = + 22.8 - 25.8 7150 EXPOSURE B 16' x 7' Door = + 21.8 - 24.3 ❑150 EXPOSURE C 9' x 7' Door = + 27.6 -31.3 ❑150 EXPOSURE C 16' x 7' Door = + 26.4 - 29.5 ❑150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2 ❑150 EXPOSURE C 16' x 7' Door = + 30.6 - 34.1 7150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0 ❑150 EXPOSURE D 16' x 7' Door = + 32.1 - 35.8 7150 EXPOSURE D 9' x 7' Door = + 37.9 - 42.9 7150 EXPOSURE D 16' x 7' Door = + 36.2 - 40.4 ( 2 story and max 30' mean roof height) (1 story and max 15' mean roof height ( 2 story and max 30' mean roof height) (1 story and max 15' mean roof height) (2 story and max 30' mean roof height) Notes: ■ Secure existing bucks per the Product Approval or Design Professional Instructions prior to installing the door. Have product approvals available at the time of inspection. ■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must be impact resistant or shuttered) I