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Home My WebLink AboutSUBMITTED PAPERSI DATE: I } i n j /i I RECEIPT: Lf / _L- ' ) (4 1 PERMIT NUMBER: s .., , „ or% I CIC4 I ! r �' '"` J r-+l' ` " PLANNING & DEVELOPMENT SERVICES DEPARTMENT s BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue SCAN Fort Pierce, FL 34982 BY Ep (772) 462-1553 St. ktICjO Count APPLICATION FOR REPLACEMENT OF y WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS IJ1 &OVERHEAD GARAGE DOORS I. LOCATION/SITE ADDRESS: 5�1 / a A/Cir Pi car, 3q `5 2. PARCEL ID NUMBER: 011 H — Q 00 ) 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: T ASS a (1 IcP Q'- l I k e- oato d001,r- vo X, I j-� 4. TYPE OF STRUCTURE: SFR_ MOBILE HOME OTHER 5. OWNERS I ORMATION 6. CONTRACTOR'S INFORMATION Name: `--Ur s PP.." �k i nil a.- FL Reg(Cert #: (, - ZV Address: 5g69- W LC.I'1O PI n eS Ck r County Cert #: R6106 City: f" + p1cf(Z State: _ 1CL Business Name: _ J'IN% *(q( r n4 tx-4�1t,1k 0'j 4C44vv, 7:AW95!Ph - n _ Email: Email: �1(� COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR +36.0 16(0 [] Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ I I Q i o0 FEES DUE: 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 construc ' and zoning. Gt�rae Shams PRINT OWNIER OR CONTRACTOR/QUALIFIER NAME SIGNATURE OF OFNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF -9«Va r-d ACKNOWLEDGED BEFORE ME THIS 2-6 DAY OF T)e�beC , 20 13 , BY 6eoW Shacd WHO I PERSONALZY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. Shauaaa Lu.f�s SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER 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.�r +; SHAUNNA LUTES My COMMISSION # EE 146303 ZT°` (dn i Thru November 1n 2015 geiid�0 ThN Notary Public Undatwrit3rs r 233b, Precision Door Service (772) 7703979 Contractor License # 6.-316 The general terms, conditions and warranty on the reverse side of this contract are part of this agreement. Buyer acknowledges that he has read'and received a completed, legible copy of this contract, including the Terms and Conditions contained on the reverse side hereof. This contract made as of this date of acceptance by the Precision Door Service Franchisee as noted above, herein termed "Contractor". Customer Name ce) <tnj� (oz-- Ch Address City State Zip Home Phone Work Phone/Cell Phone SERVICE REQUEST QTY. PART # DESCRIPTION PRICE EACH TOTAL 0011100 MR MEMO ■_ _■_■ I`T2111ON■ MEMO NEI ARK 11101 _ _ tas y ' �_®� ® ■ ■�� 7iw'�f1tt��l■�� ,it �. _ a► �i. y.1 ■_■ LABOR FIJEL/ ENERGY SURCHARGE TAX —� METHOD ■ CASH ■ CHECK #PARTS 'make checks payable to "Precision Door Service". Fee for returned checks7 ACCOUNT• ZECUPITY D. CODE_. AUTHORIZATION CODE� 25-POINT SAFETY CHECKLIST ds safety checklist is to provide you, the customer, with the t,>rmation needed to understand our recommendation to make your door more functional, safe, and properly balanced. SYSTEM TYPE: Operator Pass Fail WA Pass Fail WA 1) Contra Panel / Remotes / Keyless Entry ❑ ❑- ❑ ❑ ❑ ❑ 2) Boom / Trolley ❑ ❑ ❑ ❑ ❑ ❑ 3)..8afety. Eyes ❑ ❑ ❑ ❑ ❑ ❑ 4) Motor / Gear ❑ ❑ ❑ ❑ ❑ ❑ 5) Bellwire ❑ ❑ ❑ ❑ ❑ ❑ 6) _Safety Reverse / Limit Switch ❑ ❑ ❑ ❑ ❑ ❑ Force Settings Doors Up Down 7) Door Balance ❑ ' ❑ ❑ ❑ ; ❑ ❑ 8) Springs ❑ ❑ ❑ ❑ ❑ ❑ 9) Rollers ❑ ❑ ❑ ❑ ❑ ❑ 16 Cables ❑- ❑ ❑ ❑ ❑ ❑ 11)-'Safety Cables ❑ ❑ ❑ ❑ ❑ ❑ 12) Drums f. ❑ ❑ ❑ ❑ ❑ ❑ 13) Center earin ❑ ❑ ❑ ❑ ❑ 14) End ealffiaPl�tbs -] ❑ 0 CNO ❑ I •`` R ■, ■ ■, ■ ■` l,�l�'��ar�l��r1■ ■ A- 22) SN�it / Truss Rod ❑ ❑ ❑ ❑ V❑ ❑ 23) Spri g.Anchor ❑. ❑ ❑ ❑ ❑ ❑ 24) Bottom. Weather Seal ❑ ❑ ❑ ❑ ❑ ❑ 25)-Panel Condition ❑ ❑ ❑ ❑ ❑ ❑ bhi'cian's Evaluation / Recommendatioti Notes: 1912 -4 Technician's Signature (` Vu cA Scheduled Date ++ ,,Q l Completion Date t�t� V5Completion Time WORK ORDER AGREEMENT. The work order agreement is for the protection of bothAhe customer aiid Precision Door Service. We want our customers to fully understand any recommendations that we offer. Any customer has tfie right to accept• or refuse all or part of a'technician's recommendation and/or receive a second opinion. —I fully understand the explanation and the total price ($ 1 given to me. I understand 'ACCEPTANCE OF WORK ORDER AGREEMENT: The above or attached prices, the recommendation for servicing our door. specifications, and conditions are'satisfactory and hereby accepted. Precision Door t accept the technician's recommendations and wish to have mq door serviced as this time. Service is:authoi ized to do the work as sped ed. Payment is.due upon job completion. —I wish to have partial service performed at this time. I understand that Precision Door Service does Precision Door Service is only responsible for work that wa`s performed on the not recommend this and I will relinguish them of any liability for any futaredamages or accidents that The compone is of the Garage Door or the operating may result from not following the technician's recommendations RY the efer to the term indicated b , syste _ rvt by Precut Door Service for w protection. "Warranty Options" section. A service charge may apply. ' ` - _I do not accept the technician's recommendations and do not wish'to have my door serviced at this time. I understand that by not accepting his recommendations, I.willnot hold Precision Door Service, ' _ sto ei Date liable for any future damages or accidents that may result from riot following the technician's recommendations. —It has been'esplained to me and I understand that my operator may have been strained or worn due Customer email Address to an unbalanced overhead garage door. The technician has informed me that there is no way to detect the WARRANTY OPTIONS: ❑ Limited Lifetime ❑ 5 Year Warranty longevity of my operator due to this possible straits. I understand that there is no guarantee or warranty on a strained/wom operator. ❑ 1 Year Warranty ❑ 90-Day Warranty _I understand that my door and my operator are two separate mechanisms. Customer Initials ❑ No Warranty OFFICE COPY For Customer Service Call Toll Free:1-866-PDS TALK (1-866-137-8255) 4 I 3 2 I 1 w "n A 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, 1 OF 4 IODELS 24 GA 25 GA 24 GA MODELS 25 GA :OEM_84A, 94 31-7 '9 CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' AR5S IOLMES 48, 48B 142, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL OPTIONAL GLAZING MAY BE S IMPACT RESISTANT GLAZING. . II ■ i icy: : . ■��:��-_: ii� ■>_I��I�I�t��1��■��Yi Y�Ir-11�r��Yr=1 �1i�r� �I I�1 I�1 I■�1 ICI ICI I�1 I� 4 �� ■��■�tt �r_��ti_t•�� "T �I�� Ir►�H�H�I f -OPTIONALOUTSIDE KEYED LOCK• . ... D IT OF UP TO 7'0' 4 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' ]0 MAX SECTION HEIGHT, 21' DESIGN ENGINEER, MARK WESTERFIELD. P.E. N SHEET TWO FOR DETAILS. INTERMEDIATE SECTION.) REVISIONS DATE: I ECN NO. APPVD: I DESCRIPTION 2/20/12 - I SH I ADDED FBC 2612 REFERENCE. OR DN B-B ONE INTERMEDIATE STILE BETWEEN EACH SHOWN EMBOSS LOCATION. ATTACHED W/ TOG-L-LOC (TOP & DIM) AND URETHANE ADHESIVE (ALONG CENTER). VIEW 'B' (SEE SHEET TH EE). VIEW "C" (SEE SHEET TH E). 16 GA. END STILES ATTAC IED TO DOOR SKIN WITH PATENTS TOG-L-LOC SYSTEM (TOP BOTTOM & CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING } INTO TRACK. (2) LHR TOP BRACKETS USE AS INNER BOTTOM BRACKET. INSIDE ELEVATIONS (1) 3-IN ROLLER CARRIER N (/ 0120394) USED WITH 3` TRkCK. OCA�TTII�ON OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ---�P2! END %- STILE. / THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIND SPEEDS USTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON lSCE7-10) 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 QUAURED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE VIND 155 160 I70 180 I95 SPEED (MPH) EXPOSURE B, C, D B, C, D B, C B, C H CATEGORY MEAN ROOF HEIGHT 25' 15' 25' 15, 30' SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE OF DOOR. ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED END STILE. HANDLE. 1 INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION END STILE. OUTSIDE HANDLE, LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. LDJ i l 1 MANUFACTURING P ODU CO➢E ,..� _ ....4.„,.=- ..,. DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. _- PAN-2F153 PART A Unless Stated Otherwise TOLERANCES are .0 d:.031 _ p 8585 Duke Boulevard _ Clo ay Mason' OH —770 USA 8M P Tel. No. Si3-770-4800 BBSsg Plcduds C_"7 Fax No. 513-770-482 ,. " VINDLOAD RATING ' � / C D P 3 6 W O A .00 t.015 .000 t.G05 .0000 = t.001 Degrees f1/2' DESCRIPTION: 2' STEEL PAN DOORS 16'21N "TABtEFDiDWG.I3 'LS) DRAWN BY: SH DATE: 11/19/1 SCALE: NTS pyyG,� CHECKED BY: SH DATE: 11/20/1 SHEET 1 OF 4 SIZE Unless Stated Otherwise DIMENSXINS ARE IN wcHEs. DWG. NO.: 104710-A/13 I VER: IBC 4 I 3 T I � FLORIDA PRODUCT APPROVAL 16107 4 13 lqir 2 11 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSERAISED PANEL EMBOSS DOORS SHEET, REVISIONS --- 2 OF 4 -M --,2 . GA 24 GA MODELS 25 GA R . NO.1 ZONE: I DATE: I ECN NO. APPVO: DESCRIPTION -"� CLOPAY 84A, 94__ 7,175� 98 CLOPAY 'GALLERY' GD5S, GR5S 32 - - - SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4RST 6RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL FLUSH SHORT PANEL ° Jl IMPACT -RESISTANT CONSTRUCTION: STAN A D ASSEMBLY CONSTRUCTION. SOUD.DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE OPTIONAL SB OR 1/8- ACYRUC UTES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITI OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIR DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LO REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. ! REGIONS (EF. CHAPTER 16 FBC/IBC). Iki SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) ; SECTI N B—B NON —IMPACT RESISTANT GLAZING OPTION C DETAIL 'D' FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. 123 OPTIONAL DECORATIVE 223 MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. (BETWEEN FRAME AND FACADE). L DECORATIVE FRONT FACADE A GLAZING MOLDEC INSIDE wee STRUCTURAL SILICONE SEALANT LITERAINER. jj80/4" PAN HEAD SCREW (BETWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLD 2TGE LEXAN (10) 18 x 3/4' PAN HEAD MACHINE SCREWS. SLX2FRAME & GLAZING. IMPACT —RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-1113 A DESIGN ENGINEERt MARK WESTERFIELD. P.E. 4 I 3 i �--^ —' — — — 'SIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. ST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PAN-2F153 PART NO.: N A Unlees Stated Otherwise TOLERANCES are .0 - 3.031 .00 - f.015 = t.DoS .0000 = t.00t Degrees = d:1/2' �uoistSaris'AFFN i cHEs. - nIO 8585 Duke Boulevard _ u � Mason, OH 4570 USA 8M �9 P 6 Folx No. 513 n0-� '- VINDLOAD RAT1N(y \ / C D P 3 6 1/1/ u A DESCRIPTION: 2' STEEL PAN DOORS 16'21W (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 11 19 1 / / SCALE: TITS DWG. R CHECKED BY: SH DATE: 11/20/1 SHEET 2 OF 4 SIZE LJ DWG. NO.: 104710-A/B VER: IBC f�OO I ODQ PRODUCT DD MCAT APPROO Y/k C�� Oo 77 4 I 3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS _ 24 GA 25 GA 1 24 GA MODELS 25 GA CLOPAY 84A, 94 73 75 98 CLOPAY 'GALLERY' GD5S, GR5S 4RST 6RST 4E HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- IDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL I FLUSH SHORT PANEL mom i 2 1 1 SHEET- REVISIONS 3 OF 4 R . NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION 02 - - - SH I SEE REVISION HISTORY ON SHEET ONE. rHORIZONTAL (TOP) JAMB 1 (NO LOAD FRGM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES25 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS GA. (0.019" MIN. THICK) DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING, TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LB & -336 LB. PER LINEAR BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED FOOT OF JAMB. 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 M USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 2x6 VERTICAL JAMB I"l 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT fN m RF uCFn mp a-erMu— nF mere AwrlF Tn -A VFRnr21 .iauR nR sllPvnRnNr CmIUMIRFY MAXIMUM ON -CENTER DISTANCE STEEL BETWEEN BUILDING TYPE FASTENER TYPE FASTENERS* REOUIR DT BLOCK WALL 3Z4* x I-lZ4" MIN. EMBEDC 1 O.D. 3000 PSI MIN. CONCRETE 1 4 x 1 ON CONCRETE MIN. EMBED TAPCANCHOR 8-1 4 1 O.D. 2000 PSI MIN, CONCRETE 3 8• X 1-3/4- MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR16-1/7" INCLUDED CRErE_EMBED WEJ-IT IMP 1 • 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. 4 J14x5/8" SHEET METAL SCREWS O O 0 0 1/4"0/4" SELF O O TAPPING SCREWS. 14 GA END HINGES 18 GA (MIN.) INTER VIEW "B" VIEW 3 SHIP LAP JOINTS � 4' r 4-1/4- — L 44��TAPER STRUT. 0.057• MIN. GALV. STEEL, 50 KSI. MIN. 2" THICK (2) 12 GA. GALV. STEEL TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). EACH BRACKET ATTACHED W/(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS AND NUTS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE. EACH G` 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 /-"D') EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. IN. `12 GA MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8• SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. _ SECTION A -A (SIDE VIEW) MANUFACTURING PRODU5 CDDE DESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. .t"A� PART NO.: N/A ' Unless Stated Otherwise TOLERANCES _ n 8585 Duke Boulevard Masse, off ' _ -� �:lIF1➢LOAD RATING are _ ulOPey -770 800 Fox 513-7770-48�53 .0 - f.031 DIU%(Nsduab Canpvry -No. .00 = t.015 DESCRIPTION: 2' STEEL PAN DOORS 16'2'W (SEE TABLE FOR MODELS) .000 = 3.005 000O = f,001 DRAWN BY: SH DATE: 11/19/1 SCALE: NTS IDWG. Degrees t1/2' CHECKED BY. SH DATE: 11/20/1 SHEET 3 OF 4 SIZER 1J 'UNem Stated Otherwise DIIIFNSIORS ARE IN INONEs. DWG. NO.: 104710-A/B VER: IBC FLOO RPIDA PRODUCT /A%l OVA� C�1 Oil.:: 1❑ C i A n 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 24 GA 98 IDEAL HOLMES 48, 48B 42, 42B -- SHORT PANEL FLUSH HQTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR. 2" TRACK CONFIGURATION !E DOORS UP TO 800 LBS. J I'� r � •L• r s z 0 DESIGN ENGINEERI MARK WESTERFIELD. P.E. 4 5E 0 3 2 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET - MODELS 25 GA 4 OF 4 R . NO. ZONE: DATE: E CLOPAY 'GALLERY' GD5S, GR5S 02 - - HOLMES 'ARTISTRY' AR5S -)[EIDEAL 'CARRIAGE HOUSE' ED5S SHORT PANEL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR COUNTERBALANCE SYSTEM DOOR JAMB CONFIGURATION DOORS UP TO 8 � HEIGHT "L' 10 LBS. 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO _ 1' DOOR OVERLAP (EACH SIDE) JAMB WITH (3) 5/16' X 1-5/8' LAG SCREWS _ AND TO TRACK WITH (2) 1/4' RIVETS. _ 2x6 SYP W D JAMB. SEE "JAMB PRO ARATKIN NOTE'. ROD: SPACING NYE 14' O.C. _0 lac - 2- /2" X 12 GA GALV. STEEL 2" GALV. STEEL TRACK, - T K BRACKETS FASTENED TO J 0._ WOOD J BS WITH 5/6' X 1-5/8' �- TRACK THICKNESS: 0.083'. LAC SCREWS NOT TO EXCEED 14' 38" 0' -1/2' _ 41 ON CENTER, MIN. OF (B) LAG • _ SC EWS REQUIRED PER JAMB. i 2' GALV. EL TRACK FASTENED TO TYP. 2-1/2' X 12 CA GALV. - 12 GA GAV STEEL TRACK BRACKETS STEEL TRACK BRACKETS, -6 WITH EITH (2) 1/4' OIA. RIVETS OR ATTACHED TO JAMB WITH (1) - (1) 1/4' X 5/8" BOLT & NUT PER 5/16" X 1-5/8' LAG SCREW PER '-6" TRACK BRACKET. TRACK BRACKET. 1 HOLE: 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. REVISIONS ): I DESCRIPTION SEE REVISION HISTORY ON SHEET ONE. H -STOP MOULDING BY DOOR INSTALLER (TO SUIT) `16 GA GALV. STEEL END STILE 18 GA GALV. STEEL DOUBLE END STILE. 20 GAL MIN. GALV. STEEL INTERM. SOLE 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH j114x5/B' SHEET METAL SCREWS. 7/18' I.D. ROUND r PUSH NUT FASTENER. �14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH j114x5/8' SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. C 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. 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 SCREWS. NOTE THAT LHR BRACKETS ARE ALSO 1' DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD AMB. SEE 3' GALV. TAPERED STEEL TRACK AND ANGLE TRACK 'JAMB PREPARATI N 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). JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING 3_ 1/4" x 2-7/8' MI x 0.080' TAPERED & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE. SEE LAC BO T MOUNTING BELOW. ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. 0.101' THICK 3' GALV. L TRACK FASTENED TO TAPERED ANGLE TRACK ATTACHED TO 12 ON CENTER TAPERED ANGLE WITH ON 1/4"x5/8' BOLT & F. NUT AT H MOUNTING SLOT. �NE. Y" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. (/n DOOR VERTICAL HEIGHT TRACK LENGTH -o ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME 12-0 132 DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2" 10", 22'. 34", 1/2" 1 -0 156 46% ETC.). ADDITIONAL LAG SCREWS LOCATE AT 16, 26', & 16 -0 1B0 40" FROM BOTTOM. TWO LAG SCREWS ALSO TED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. N 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) DOUBLE HORIZONTAL TRACK. BY DOOR INSTALLER (TO SUIT). "STEEL END STILE. LV. STEEL DOUBLE END STILE. GA. MIN. GALV. STEEL INTERM. STILE 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH /14x5/8' SHEET METAL SCREWS. C / GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH /14x5/8' SHEET METAL SCREWS VL14 AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER. SECTION C-C ._ N NUFALTURING PRODUCT'CE f OON 'ESIGN LOADS: +36.0 P.S.F. & -42.0 P.S.F. TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. PART NO.: N A . / Unless Stated Otlxvwlee TOLERANCES ero .0 = t.031 .00 = t.015 000 = .DO .D000 = *.DI Degrees = t1/2' MM cl 8585 Duke Boulevard t OH 45040 USA u yet.M., Tel. Na s13-n0- U1-1 Elta i9 Plodxts Fax No. 513-770-4B57 WINDLOAD RATING " \/ C D P 3 6 +�, lJ A 1 d DESCRIPTION: 2' STEEL PAN DOORS 16-2-W (SEE TABLE FOR MODELS) DRAWN BY. SH DATE: 11 1st SCALE: NIS / / DWG. R CHECKED BY. SH DATE: 11/20/1 SHEEP 4 OF 4 ISIZE 1-) Urdese Staled OOwr " DIMENSIONS ARE IN INCHES. DWG. NO.: 104710—A/B VER: IBC f�0o G �D/Q p oODMC T APPROVAL 1 (�� 007 � Florida Building Code Online Page 1 of 5 P t Q a II tl D.� 0 s 5 pBCIS Florida IDEmmfLentt BCIS Home ; Log In i User Registration Hot Topics `t, Submit Surcharge Stats & Facts 1 Publications j FBC Staff I Site Map 1 Links ;'Search , Busines Professialx? Product Approval Regulation. USER: Public User F121i Product AODroyal Menu > Product or Application Search > Application List > Application Detail $ FL # FL16107-R1 E. n.� Application Type Revision Code Version 2010 Application Status Approved Comments Archived 1' 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 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 G Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Scott Hamilton developed the 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 r Validation Checklist - Hardcopy Received Certificate of Independence FL16107 Ri COI Certification of Independence of Validation En Ga[y Pfuehler.pdf FL16107 R1 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424 pdf 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 hq://www.floridabuilding-org/pr/pr ii)_dtl.aspx?param=wGEVXQWtDgvy�T:.gANhl09... 5/23/2013 Florida Building Code Online Page 2 of 5 TAS 202 TAS 203 Equivalence of Product -Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/22/2013 Date Validated 02/22/2013 Date Pending FBC Approval 02/26/2013 Date Approved 04/09/2013 Date Revised 04/25/2013 1994 1994 !Summary of Products _ ' IGo to Pagei Page 1 / 2 j FL # Model, Number or Name IDescription 116107.1 01 W6-16 DSIE-11F171: 4300, Double -skin Insulated EPS (exterior skin 27 ga. min.; i 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) j ! 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door SF200, SE200, 6200, 6201, 6203 I se Installation Instructions Approved for use in HVHZ: Yes FL16107 RI II 104724-A-IBC_Rev03.pdf 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 FL16107 RI AE CBPC 130214-A.Ddf or doors with optional impact -resistant glazing are Created by Independent Third Party: No i Impact -resistant (large missile impact). 16107.2 02 W6-16 DSIE-11F171: 4300, Double -skin Insulated EPS' (exterior skin 27 ga. min.; i 4301, 4310, HDG, HDGL, HDGF, interior skin 27 ga. min.) Double -Car (97' to 16'2" wide) I 66, 66G, 67, 67G, 68, SP200, WINDCODE@ W6 Garage Door S17200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 Rl II 104724-B-IBC-Rev03.pdf i 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 FL16107 R1 AE CBPC 130214-A.pdf ; requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris i regions. 16107.3 3 W6-16 PAN-2F153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 7IRST, 4A, 94, 42, 48, 42B, 48B, 4RST, WINDCODEQ W6 Garage Door with Optional Impact- j GDSS, GRSS, ARSS, ED5S Resistant Lites j Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R1 II 104710-A-IBC-Rev02.pdf 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 FL16107 RI 'AE CBPC 121212-A.l.pdf or doors with optional impact -resistant glazing are Created by Independent Third Party: No i j impact -resistant (large missile Impact). _11 16107.4 04 W6-16 PAN-2F153: 73, 75, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 84A, 94, 42, 48, 42B, 48B, 4RST, WINDCODEQ W6 Garage Door j 6RST, GD55, GRSS, ARSS, ED5S Limits of Use Installation Instructions j j Approved for use in HVHZ: No FL16107 RI II 104710-B-IBC-Rev02.pdf i I Approved for use outside HVHZ: Yes Verified By: Mark Westerfield FL PE 48495 1 I Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports j Other: Doors with standard glazing meet the wind load • FL1107 RI AE CBPC 121212-A:1 pdf I j