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Home My WebLink AboutSUBMITTED PAPERSDATE: RECEIPT: PERMIT PLANNING & DEVELOPMENT SERVICES DEPARTMENT Vile BUILDING & CODE REGULATIONS DIVISION R N 2300 Virginia Avenue SC : x Fort Pierce, FL 34982 Alvl vFt) (772) 462-1553 St 4c, ay APPLICATION FOR REPLACEMENTCie County WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: � 0� O 2. PARCEL ID NUMBER: �' kc)a — �� ' C\ �0 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR MOBILEeHOME OTHER 5. OWNERS INFORMATION , _ 6. Name: �10A � ' —C \ S Address:: % -1�r\�J y City: 1� T-P State: _IL_ Zip: `"\ Phone: Email: CONTRACTOR'S INFORMATION FL Reg/Cert #: County Cert #: 1q ILi5e Business Name• Phone Number• Email: COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR o — ti aI F H Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ k \V Qc� - \ 9 FEES DUE: OWNER'S AFFIDAvrr: 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 c on and zonin . PRINT OWNER OR CONTRACTOR/QUALI\FIER NAME AME-- S A OF O R O ER CONTRACTOR/QUA STATE OF FLORIDA, COUNTY OF \ ]T l�C-�' e— ACKNOWLEDGED BEFORE ME THIS � -a DAY OF C _v 20 VA BY l ` 1 \\\�J� WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. ` h"'ueN"� TIFFANY LEE w COMMISSION I DD 985525 SIGNAT OF NOTARY TYPE OR PRINT NAME F NOTARY s�9r oS XpIRES: April26, 20 14 TITLE: NOTARY PUBLIC COMMISSION NUMBER FOF FI.'G$ Bonded 7hru Budget Notary Services 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 re, 3nty, FL Page 1 of 1 PROPERTY RECORD CARD Carol A Harris Record. 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification ,�41SCIE co Site Address: 6103 PINETREE DR SeefTown/Range: ParcellD: 3402-603-0165-000-8 G2 Account #: 128097 11 :36S :40E Map ID: 34/11 S Use Type: SF Res Zoning: RS-3 City/Cnty: Saint Lucie County Ownership and Mailing Legal Description Owner: Carol A Harris INDIAN RIVER ESTATES-UNIT-02- BLK 11 S 1/2 OF LOT 40 AND Address: 6103 Pinetree Dr ALL OF LOT 41 (MAP 34/11 S) (OR 3608-2785) Fort Pierce FL 34982-3267 Sales information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 99100 Land Value: 16800 Acres: 0.68 2/28/2014 172200 0001 WD 3608 / 2785 Assessed: 99100 Building Value: 82300 7/20/2010 118000 0001 WD 3219 / 0687 Ag.Credit: 0 Finished Area: 2026 SgFt 12/29/1994 129000 00 WD 0935 / 2615 Exempt: 50000 5/19/1989 100 01 WD 0638 / 1040 Taxable: 49100 Taxes: 1175.82 BUILDING INFORMATION Exterior Features View: - RoofCover: FS - Fibrglss Shg RoofStruct: HP - Hip ExtType: HC- - HC- YearBit: 1989 Frame: - Grade: C- - C- EffYrBit: 1989 PrimeWall: FS - Frm Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWail: Interior Features BedRooms: 2 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FuliBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: WDLM - Wood Laminat %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBit. No. Use Type Type Measure Depth SWAV - RES POOL AVG Y 1 414 AV AV 1990 1 0100-SF Res BI -Front Ft 99 300 ENC2 - POOL ENC-AVG Y 1 1008 AV AV 1990 PA01 - POOL DK-AVG Y 1 534 AV AV 1990 DWC - Driv-Concret Y 1 805 AV AV 1989 SPA - SPA -HOT TUB Y 1 36 AV AV 1990 FEN4 - CHAINLINK 4' Y 1 35 AV AV 2007 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. a http://www.paslc.org/paslc/pre.asp?prclid=340260301650008 3/12/2014 4 1 3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSERAISED 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 HOLMES 'ARTISTRY' ARSS HOLMES 4B, 48B 42, 42B I -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL D 2 c F 4 C 7 lit A + FILE SHEET- 1 OF 4 REV. NO. ZONE: DATE: ECN OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B ON SHEET. TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) � WII_I^I—I^`�^I-I^I—I^I—III-I!ME L®IIL®J�L jimil _11mi 0II ��leiraaA�� rim.= �im1��J�'�' MMEI EIMME16MEN�01 &&� �1�1oa_lel_1�1� ��' � —t—t W— _ tom mI��,iriI01Iwi11�,i�I�r DDOR HEIGHT M [IF SECTIONS UP TO 7'0' 4 7'3' TO B'9' 5 9'0' TO 10'6' 6 10'9' TO 12'3' 7 12'6' TO 14'0' 8 14'3' TD 15'9' 9 16'0' 10 MAX SECTION HEIGHTr 21' DESIGN ENGINEERI MARK WESTERFIELD. P.E. -VIEW "B" (SEE SHEET THREE). -VIEW "C" (SEE SHEET THREE). /-16 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. colpy1 REVISIONS N0. APPVD: DESCRIPTION SH ADDED FBC 2612 REFERENCE. ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP do BTM) AND URETHANE ADHESIVE (ALONG CENTER). /\ —GLAZING SHOWN IN TOP SECTION. -��Iyy ^^r• .r^r. •r^r ,r^r. ,rAi ,rAr. r r. 11 �'�I�►�1�1�1�'�^�1 Iteie t�t�t�I�� Ott H11�I�1=�r��r�l�l�1�� I EE �Jllr gllr q'Ir q'Ir q'Ir rl'Ir 11'�� 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 USEED 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 108. SITE -SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN. PROFESSIONAL MAY DIFFER. ULTIMATE VIN➢ 155 160 170 180 195 SPEED (MPH) EXPOSURE B, C, D B, C, D B, C B, C B CATEGORY MEAN ROOF HEIGHT 25' 15' 25' LS' - 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. INSIDES ID RROIT INSIDE HANDLE LOCK OPTION, OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. 11 IC END STILE. OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WTH LOCK BAR LOCKING, PAN-2F153 DESIGN -E0ADS77+.36:0 PSF-d�-420^'�P.SF _ --a PART NO.: N/A —l7nkn 5lakd'Othenlee- &585 Duke Boulewrd VINDLOAD RATING TOLERANCES an = u Mamn, DH 45010 USA T= No. 513-770-1600 \ D P 3 6 .0 = t.031 Baldry �� FaK No. 513-n0-1Bii W DESCRIPTION: 2" STEEL PAN DOORS i6'2"W (SEE TABLE FOR MODELS) .00 - f.015 .ODD - t.00s o➢OD = :,:= DRAWN BY: SH DATE: 11/19/1 SCALE: Nis DWG. R CHECKED BY: SH DATE: i t/2D/1 SHEET 1 OF 4 SIZE J J Degrees = f 1/2' .— Staled Olhenire DIMENSIONS ARE IN 01CHEs. DWG. NO.: 104710-A/13 VER: IBC 4 1 3 ? 2 F ORMA PRODUCT T L PPROO WAL 16107 13I CI 4 1 .5 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODEL 24 GA 25 GA 24 GA MODELS 25 GA LOPS CAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42DI IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL I FLUSH SHORT PANEL SOLID DOORS (NO GLAZING) OR DDORS 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. C1 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 '0' MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). -DECORATIVE FRONT FACADE. STRUCTURAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT ONE—PIECE INJECDON - POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOL2432T FRLDED GE OMN (10) JB . 3/4" PAN HEAD MACHINE SCREWS. FRAME & GLAZING. IMPACT —RESISTANT ASSEMBLY DETAILS DRAWING 104710-A A - DESIGN ENGINEERI MARK WESTERFIELD, P.E. FLORIDA P.E. 448495. NC P.E. # L "I SHEET, REVISIONS 2 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 02 — — — SH I SEE REVISION HISTORY ON SHEET ONE. ion: STANDARD ASSEMBLY CONSTRUCTION: OPTIONAL DSB OR 1/8- ACYRUC LITES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOUTE 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 IC FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT —RESISTANT FRAME. tzs A /1 II �� GLAZING MOLDED INSIDE LTTE RETAINER. #80/4' PAN HEAD SCREW (10 SCREWS PER LITE). N STANDARD ASSEMBLY DETAILS DRAWING 104710-8 DESIGN LOADS: +36.0 P.S.F. & —42.0 P.S.F. LOADS: 454.0 P S.F.-6P.S.F.PART PAN-2F153 A NO.: N/A Unlese Stated Other.I.e TOLERANCES an .0 = t.031 .00 - t.015 .000 — f.005 .0000 = f.DD1 Degrees = t1/2' UNen Stated Othenue DIMENSIONS ARE IN INCHES. =Con 8585 Duke Boulevard TeL No. 51345M USA y Medan, OH 4sao USA Bdd(9 Prseucte TO No. 513-7Io-1853 VINDLOAD RATING \ _ / D P 3 6 W DESCRIPTION: 2' STEEL PAN DOORS 16'21N (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 11/19/1 SCALE: TUTS DING. CHECKED BY: SH DATE: 11/20/1 SHEET 2 OF 4 ISIZE L DWG. NO.: 104710—A/B VER: IBC 3 2 FLOO'U HOA p CoMDUC T app[RnbQL 1(51(o�77 4 1,5 14, 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, 3 OF 4 MODELS 24 GA 1 25 GA 24 GA MODELS 25 GA REV. NO. ZONE: DATE: ECN NO. CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALLERY' G➢5S, GR5S 02 - - - IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL HORZDNTAL (TOP) JAMB JAMB -TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) NOTES; 25 GA. (0.019" MIN. THICK) 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO _ DDS STEEL EXTERIOR SKIN THE 2.6 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 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB & -336 LB. PER LINEAR BAKED -ON POLYESTER PAINTED FOOT OF B. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH FASTENER FLUSH MOUNTING SURFACE SIDES OF STEEL SKIN. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS M2i USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 3' m1 2x6 VERTICAL JAMB 1"1 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT' (NOT TO RF Usm FOR ATfAOHMFNI. OF TRA .I( AIJr:IF M 7.9 VFRrx` [ .muOR C„PPORRNf_ CTR,IrTIRF1 MAXIMUM ON -CENTER DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE FASTENERS* REQUIRED? EMBED TAPCON CONCRETE1 O.D. 3000 PSI MIN. CONCRETE 1 4 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR BEE 2000 PSI MIN. CONCRETE3 8 X 1-3/4- MIN. EMBED WEJ-IT ANKR TTTE SLEEVE ANCHOR16-1/7' INCLUDED 40DO PSI MIN. CONCRETE 3/8' X 1-3/4' MIN, EMBED WEj-lT ANKR TITE SLEEVE ANCHOR 24' C WOOD FRAME (SYP 055 SG) 1/2" x 3' LAG SCREW (ASIM A307- GRADE A) 1-5/8" EMBED INTO STRUCTURE 17-3/4" O. • 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 EAL AP 4' TER STRUT. 0.057" MIN. GALV. STEEL. 50 KSI. MIN. Q14x5/8" SHEET METAL SCREWS d d d 1/4"x3/4" SELF d TAPPING SCREWS. 14 GA END HINGES 18 GA. IN.) INTERMEDIATE HINGE MEW "13 VIEW 1C 238.12 ILXAS Il.t. 91513 4 1 3 I REVISIONS ): I DESCRIPTION SEE REVISION HISTORY ON SHEET ONE. 2" THICK D (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/B7. EACH \� BRACKET ATTACHED W/(4) #145/8" SHEET METAL SCREWS. ADJUSTABLE SUDE ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET. 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 EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"0/4" SELF TAPPING SCREWS. W. Q'--12 GA. MIN. GALV. STEEL BOTTOM BRACKET TTACHED WITH (2) #14x5/8" SHEET METAL CREWS. MINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A —A (SIDE VIEW) PAN-2F153 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. LOADS: 5 S -6 0P.S.F.A PART NO.: N/A Unless Stated Oth—T.. TOLERANCES an .0 = t.031 _ CIO a B5B5 Duke Boulevard _ u Y T0213 51 -770 LIST Tex No. 513-n0-4853 �e9 �� Fax No. 513-770-IB53 VINDLOAD RATING \ _ / C D P 3 6 `/t/ o DESCRIPTION: 2" STEEL PAN DOORS 16'2"w (SEE TABLE FOR MODELS) .00 t.015 .000 f .005 0000 = f.001 DRAWN BY: sH DATE: tt/t9/t SCALE: NT5 DWG.R CHECKED BY: SH DATE: 11/20/1 SHEET 3 OF 4 SIZE L Degrees = t1/7 .DIMENSIONS Unless Stated Othenue ARE IN INCHES. DWG. NO.: 104710-A/B VER: IBC FLORID A P F;ZO D TUICiTrA1PIPARTOO ITE EST A 7 41 4 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA CLDPAY 84A, 94 73, 75 ' 98 IDEAL 4RST 6RST 4F HOLMES 48, 48B 42,, 42B -- SHORT PANEL FLUSH MM TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE NAND LOAD RATING OF THIS DOOR. 2' TRACK CONFIGURATION DOORS UP TO 80D LBS. DESIGN ENGINEER, MARK WESTERFIELD. P.E. 4 u 0 0 x z �1 0 1 15 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA HOLMES 'ARTISTRY' I ARSS L SHEET, IREVISIONS 4 OF 4 1 REV. NO. I ZONE: I DATE: I ECN NO. I APPVD: SEE REVISION HISTORY ON SHEET ONE. J ) SHORT PANEL D HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUfT)•TIO -DOOR COUNTERBALANCE SYSTEM DOORS UPN OO 900 LBS. DOOR HEIGHT 'L' 13 CA CAW. STEEL FLAG BRACKET ATTACHED TO - JAMB WITH (3) 5/16' X 1-5/8' LAG SCREWS 1• DOOR OVERLAP (EACH SIDE) STOP MOULDING BY DOOR INSTALLER (TO SUIT). AND TO TRACK WITH (2) 1/4' RIVETS. 2x6 SYP WOOD JAMB. SEE 18 GA GALV. STEEL END STILE. _6 18 G0. GALV. STEEL DOUBLE END STILE 'JAMB PREPARATION NOTE.FIA 8 -6 20 GA. MIN. GALV. STEEL INTERM. STILE S ROD: SPACING NTE 14' O.C. _ 2-1/2' X 12 GA GALV. STEEL / 18 CA GALV. STEEL INTER. ' 3' 2' DALV. STEEL TRACK, _ J HINGE FASTENED TO CENTER TRACK BRACKEB FASTENED TO STILE W/(4) EACH /14x5/8" WOOD JAMBS WITH 5/6'. X 1-5/8' _-6 TRACK THICKNESS: O.OIT3'. SHEET METAL SCREWS. LAG SCREWS NOT TO EXCEED 14• `7/16• ROUND �0• _ ON -CENTER. MIN. OF (9) LAG I.D. _ SCREWS REQUIRED PER JAMB. PUSH NUT 2' GALV. STEEL TRACK FASTENED TO FASTENER. B� T'P. 2-1/2' X 12 GA GALV. 12 GA DALY STEEL TRACK BRACKETS 14 GA GAILY. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8' L&RNITTSOR - ANTI CHTRACK ED TO JAMBKWffH (1) 4-0 (1) 1%4RX 5% / BOLT PER SHEEP METAL SCREWS AND (2) 1/4• SELF TAPPING SCREWS PER END HINGE '.4' S/16' X 1-5/8' LAG SCREW PER -6 TRACK BRACKET. 2• DtA. 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE TRACK BRACKET. ME O' - SECTION C-C ,-1/2• LHR BRACKET (2-1/2' x 5-3/4' x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4' x 3/4' SELF TAPPING 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 l-DOORS OVER B' HIGH. 1' DOOR OVERLAP (EACH SIDE) 3' GALV. TAPERED STEEL TRACK AND ANGLE TRACK SYP WOOD JAMB. SEE 'JA JAMB PREPARATION NOTE. THICKNESS: 0.101". ANGLE THICKNESS: 0.080'. HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR VERTICAL,/HORIZONTAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUIT). 3-1/4' x 2-7/8' MIN. x 0.080' TAPERED JUNCTION. TWO 1/4' BOLTS & NUTS FOR EACH TRACK. FROM LAST MOUNTING SLOT TO TRACK JUNCTION ANGLE SEE LAG BOLT MOUNTING BELOW. ADDITIONAL MOUNTING SLOTS SPACED AT 12' CENTERS. �12' ON CENTER ,c• ' )"ONE Y' TRACK BOLT AND NUT AT EACH / MOUNTING SLOT LOCATION. DOOR VERTICAL ' HEIGHT TRACK LENGTH —o72 2-0 132 1/214 -0 156 16-0 LBO 3 SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'DOUBLE END STILE' AS SHOWN IN ZONE B-3 SHEET 1. \ DOUBLE TRACK LOW HEADROOM OPOON (AVAIL FOR BOTH 2' AND 3' TRACK) UBLE HORIZONTAL TRACK. STOP MOULDING BY DOOR INSTALLER (TO SUIT). p -16 CA GAIV. STEEL. END STILE. O �18 GA GALV. STEEL DOUBLE END STILE 20 GAMIN GALV. STEEL INTERM. STILE. 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH /14x5/8• 7/116 .. UND SHEET METAL SCREWS. FASTENER. 0.101' THICK 3' GALV. STEEL TRACK FASTENED 14 GA GALV. GA. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLE TRACK ATTACHED TO STILES W/(4) EACH /145/8' SHEET METAL SCREWS TAPERED ANGLE WITH ONE 1/4'4/8' BOLT & AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE NUT AT EACH MOUNTING SLOT. 3' DLA B-1/2' LONG STEM BALL BEARING STEEL ROLLER. SECTION C-CMANUFACTURING PRODUCT CTIDE PREPARATION OF JAMBS BY OTHERS. PAN-2FI53 DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 10% 22% 34', 46% ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16% 28% & 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. LOADS* S -6P.S.F.PART NO.: N/A ^ Unksa Staled Othenixe 8585 Duke Boulevard VINDLOAD RATING /i TOLERANCES an Te N6 51 4s9a USA . Clog! TeL No. 513-M-4M \ / 6 D P 3 6 .0 = t.031 �^9 �� Fax No. 513-770-/BST W ' .00 - t.015 DESCRIPTION: 2' STEEL PAN DOORS 16'2'W (SEE TABLE FOR MODELS) 000 - t.0o5 0000 = t.001 DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG. De9roee = t1/2' CHECKED BY. SH DATE: 11/20/1 SHEET 4 OF 4 ISIZEJLJ UnI— Stated OT.... DIMENSIONS ARE IN INCHES, DWG. NO.: 104710-A/B VER: IBC FA AM RADA P1.HeIB CT AI'I'M( VAL 16107E . . Florida Building Code Online Page 1 of 4 FA Rota Dep anent! BCIS Home � Log In User Registration HotTopics � Submit Surcharge Stats & Facts Publications FBC Staff ' BCIS Site Map ! 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Menu > prcdutt or Application Search >Application List > Application Detail 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 mwesterfield@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 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 M Validation Checklist - Hardcopy Received Certificate of Independence FlJ6107 R2 COI CP_rtlFlCatlon of r cf Va!!darhn eytSS� Gary Pfuehler.ncl FL16107 R2 cor Statement on Independence of Evaluation Entity- ScottHamilton 7.20424.odf 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. flori dabuilding. org/prlpr_app_dtl. aspx?p aram=wGEV XQwtD gvyf4ngAXh 10 9... 3 / 12/2014 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 04/25/2013 Date Validated 04/26/2013 Date Pending FBC Approval 05/01/2013 Date Approved 06/11/2013 Date Revised 06/26/2013 Summary of Products �gTM� Go to Page 1....._...J 10 0 0 Page 1/ 2 Y W 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 i Limits of Use Installation Instructions j Approved for use In HVHZ: Yes F1.1.6107 R2. TI SQ4724-A TBC-Rev03.rdP Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 I Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports i Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with 1.161.07 R2 A' CBPC 7.yG714-A.nSit 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. 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 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R2 TI 104724-B-TBC-Rev03.odf 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 (�L�;-y1.QJZ Ai5 CBPC 1.3Q?14_�;,g7{ the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No windbor`rie debris regions. 1 D7-37. , `j, .y}^, , 03 W6 :f6 AN-2F 53: 73, 75, 84A, 94, 42, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ ! 48B; 4R T, 6RST, GD55, GR5S, 1AR5S,ED5S W6 Garage Door with Optional Impact -Resistant Lites I Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16107 R2 TI 104710-A-I8C-Rev02.odf 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 Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with EL16IQ7 P?, A,(S;[;��G optional Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No Impact). 16107.4 04 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE@ 48, 42B, 48B, 4RST, 6RST, GOSS, GR5S, IARSS,EDSS W6 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: No FI 1.610'7 R2 TI 1Q4710-8-TBC-Rev02,odF 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 Ft.16107 R2 AE CBPC 121212-.A.1.odf the building code but DO NOT meet the impact resistant requirement for Created by Independent Third Party: No a windbome 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 FL16107 R2 TI 1Q4753-A-TBC-Re902.odf ' 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 FIJ.6107 R2 AE CBPC 121.212-A.I.odf 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® 48B, 4F, 4RST W6 Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: No FLI6107 R2 IT 104753-B_,aC-Rev02.:Jf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Resistant: No Created by Independent Third Party: No i Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load requirements of -L 61Q'7 R7 Ak�,(3PC y.LI.21.2-A.1.ndf 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-11`171: 4300, 4301, 4310, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. ISP200,SF200,SE200,6200,6201,6203 HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, min.) 1614" to 18'2" wide WINDCODE@ W6 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL16107 R2 IT 104781-A-TBQZFZ,v02.odf Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 Impact Reslstant: 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 FIA.6107 R2 AE CBPC 121.21.2-A.1.ndf i optional Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No Impact). 16107.8 http: //www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh 109... 3/ 12/2014 S, 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 7160 EXPOSURE B 16' x'7' Door = + 25.6 - 28.5 ❑160 EXPOSURE C 9' x 7' Door = + 32.4 36.6 (1 story and max 15' 01.60 EXPOSURE G16�X T-Doom-� 31.Q 8 5 mean roof height) ❑160 EXPOSURE C ' 9' x 7' Door = + 37.4 - 42.3 ( 2 story and. max 30' 7160 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' ❑160 EXPOSURE D 16' x 7' Door = + 37.7 -41.2 mean roof height) 7160 EXPOSURE D 9' x 7' Door = + 44.3 - 50.2 ( 2 story and max 30' ❑160 EXPOSURE D 16' x 7' Door = + 42.5 - 47.4 mean roof height) 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 (1 story and max 15' ❑150 EXPOSURE C 16' x 7' Door = + 26.4. - 29.5 mean roof. height 7150 EXPOSURE C 9' x 7' Door = + 32.0 - 36.2 ( 2 story and max 30' 7150 EXPOSURE C 16' x 7' Door = + 30.6 - 34.1 mean roof height) 7150 EXPOSURE D 9' x 7' Door = + 33.6 - 38.0 (1 story and max 15' 7150 EXPOSURE D 16' x 7' Door = + 32.1 - 35.8 mean roof height) 7150-EXPOSURE D 9' x 7' Door = + 37.9 - 42.9 (2.story and max 30' 7150 EXPOSURE D 16' x 7' Door = + 36.2 - 40.4 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)