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HomeMy WebLinkAboutProduct ApprovalTABLE 1609.3.1 WIND SPEED CONVERSIONS"' MEAN HOOF HEIGHT 1Na0 V. 185 10 120 130 140 150 160 170 110 1.00 2W V� I 80 I I 93 101 I 108 I 116 121 132 1 139 I 147 Fm SL I mile per hour=0.49 m/s. 25 8. LblrJrimCrpchtlon b ptrad@d. 195 b. V.=nominal dmign, dspeed appUcable m method] specified In Hacepnws I doeugb 5 of section 1609.1.1. .61 c. Vy=alUrmte, ded, wind spew desamlaed from Fi m 1609A, 1609B, m 16090. 1.00 TABLE 16091(1) 1:66 NOMINAL (ASD) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN HOOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (PSF)""' 1.45 ULTIMATE DESIGN WIND SPEED(V,J DETERMINED IN ACCORDANCE WITH SECTION 1609.3(MPH -3 SECOND GUST) IIlr 100MPH 1110UPH 1120 MPH 1180MPH 1140NPH 1150MPH 160MPH 1imam 1190MPH 1.53 190 MPH 200 MPH IRini 1.56 I 1.81 55 1.19 1.59 1.84 60 I 122 Rovl AWW O-10 "mea I 1.87 9.9 103-111 1&7-16A 1 1 I 1320 14 14 BA -69 9.]-10.8, 115-128 33 -ISA lx] -17A 18A -MOI 103-228 131-0.7 1219-288 289-321 SS RW Au* >10 da2taaa 9 I 7 9.6-I09 I 1.4-1291 139-133 16.1-181 183-209 213-24.1 213-273 11.6-311 30.6-30.6 341-38b 381-431 16 I ] 91-ID3 10.9-122 13.1-14.6 133-072 MJ -19.71 ZOA-2223.3-26.0 MA -19A 1293-326 327-36.3 36.4-4061 78 ASH MASH 93hIPH 10 MPH 109101 1116: 11 124ASH I 152MPM 113911PH 147 MPH IOMPH Fm 91: ] foot=3(19.3 �,1 m0epchvvr=16091®/1,1 Psf=47.88 N/m'. Nmalml Drage Wind Sped Nesd)emvertM from vl6m.m Deaf Wivd Spcdpm 5«Uao 16093.1 1. FvreNeedve ems m wind spends between flme®vee above me load may beimmpoLted, otbawiwvse the Ioadassocemi wi11 Wa]vwer �Ymive aru. 2. TabkvAmm lbea4jmledfmheigptendeapmumbymvldplyitMby6eedjm0mvtmemdevtlnT e1609.7(2) 3'Flu. eadminms sigm signify Inemum acUvgmwesd cad a way from the MUldivg wrfeaes.�3 4. 9,,&e pesame4 avauvve dim h.2 fe u.fwid3 is WIcting's and zone. � � �\ •�� S. TeNc valves ivclvde d.c 0.61mdrWucdov factor. �iOs (� y- eX� TABLE 1809.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (L) I EXPOSURE MEAN HOOF HEIGHT 1Na0 e o 15 1.00 � 111 IA7 ,y 20 1.00 129j .55 25 1.00 195 f .61 30 I 1.00 1.40 1:66 35 1.05 1.45 1.70 40 1.091.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 I 1.81 55 1.19 1.59 1.84 60 I 122 1.62 I 1.87 R612A.1 Garage door labeling. Garage doors shall be labeled with a pennanent label provided by the garage door manufacturer. The label shall identify the garage door manufacnutr, the garage door model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, the installation instruction drawing reference number, the Florida Product Approval or Miami -Dade Product Approval number if applicable, and the applicable test standards. The required garage door components for an approved garage door assemblylnsy be indicated using a checklist form on the label. If a checklist format is used on the label, the door installer or the garage door msnufectu= shall mark the selected components on the checklist that ate required to assemble an approved garage door system The installation instructions shall be provided and available an the job site. - BUILDING, 6th EDITION (2014) 0 LOI " C S w zs o too v, a �x 10-1�=I= I I �� 4 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. ONLY SHORT GLAZING IS APPROVED. SEE SECTION B -B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.'I . I Q 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 Sc 7t\—CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG -L -LOC SYSTEM. TWO POINT LOCKING INTO TRACK. ## ❑F SECTIONS 4 V3 4 14F Ti] 8'9' 'CLASSIC' RAISED PANEL EMBOSS D❑GRS CARRIAGE HOUSE' RAISED PANEL LMBOSS DOORS SHEET - T 12'3' MODELS 24 GA 25 GA J 25 GA 24 GA I-.-.- -� A MODELS ' 25 GA 1 OF 4 REV. NO. ZONE. I DATE: CLCIPAY 84A, 94 73, 75 76, 75L 98 MAX. CLOPAY 'GALLERY' GD5S, GR5S 03 - 16/24/13 IDEAL 4RST 6RST 2RST 4F I HOLMES 'ARTISTRY' AR5S HOiLMES 48, 48B 42, 42B -- -- I IDEAL 'CARRIAGE HOUSE' ED5S SHDRT LONG ` FLUSH SHORT PANEL "CLASSIC" SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC'. A LONG PANEL ALSO APPROVED_ SEE TABLES BELOW FOR DETAILS. 0 LOI " C S w zs o too v, a �x 10-1�=I= I I �� 4 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. ONLY SHORT GLAZING IS APPROVED. SEE SECTION B -B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.'I . I Q 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 Sc 7t\—CENTER). ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG -L -LOC SYSTEM. TWO POINT LOCKING INTO TRACK. 11 1 BOOR HEIGHT ## ❑F SECTIONS UP TO 7`0' 4 7'3' Ti] 8'9' 9`0' � TO 1D'6'6 6 10'9' T 12'3' 7 12'6' T 14'0' I-.-.- -� A OPTIONAL OUTSIDE KEYED LOCK POSITION. (2) LHR TOP BRACKETS USED AS 16'0' 10 INNER BOTTOM BRACKE-. MAX. DOOR WIDTH = 16'-2" INSIDE ELEVATIONS 1 (1 ) 3 -IN ROLLER CARRIER (P/N 0120394) USED WITH 3"' TRACK_ LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. 11 1 BOOR HEIGHT ## ❑F SECTIONS UP TO 7`0' 4 7'3' Ti] 8'9' 9`0' � TO 1D'6'6 6 10'9' T 12'3' 7 12'6' T 14'0' 8 14'3` T 15'9' 9 16'0' 10 MAX SECTION HEIGHT: 21' � ��%�tik'LtfI1Ti�I�fl � HAT{ r4# I� r, s O6 2 e STAZ TEF DESIGN ENGINEER: pSCOTT HAMILTON, P.E. FLORIDA LICENSE No. 6.3286 11 'CLASSIC' RAISED PANEL EMBOSS DOORS SHORT PANEL LaNG PANEL E OF INTERM. N OF STD OF CONN. DOOR WIDTH STILES DQOR WIDTH INTERM. STILES tNTERM. STILES [PER SECTION) (PER SECTION) (PIER SECT CON) 9'2' TO 9'10' 3 9'2' TO 11'2" I 2 10'0` TO INTO' 4 IIA' TO 14'10' 2 3 12'0' TO 13'11[' 5 15'0' TO 16'2' 3 4 14'0' To 15'111' 6 SEE NOTE BELOW RE64RDING E%TRA 16'0' TO 16'2' 7 1 STILLS ON LONG PANEL ODORS. EXTRA STILES FOR LONG—PANEL MODELS. AD044WAL 18 GA. COMMERCIAL INTERM. STILES REQUIRED AS NOTEO ON I THE TABLES ABOVE. THESE COMMERCIAL CENTER STILES ARE ATTACHED MIDPOINT BETWEEN THE EXPSTING RESIDENTIAL CENTER 'STILES, COMMERCIAL CENTER STILES ARE AYTADMED WITH TOG—L—LOC (TOP & BOTTOM) OR (4) 3/16" POP RIVETS OR (4) 88 SHEET METAL SCREWS. - � 3 I 'CARRIAGE HOiISE' RAESED PANEL EMBOSS DOORS SHORT PANEL rp-ER OF INTERN_E013R WIDTH STILES SECTION] 1 9'2' TO 10'0' I 3 1 10'2' TO 11'4. N/A 1 11'6° TIO, 14'6° 5 114'6' TO 16'2` 7 I REVISIONS ECN NCI. APPV'D: DESCRIPTION SH ADDED LONG PANEL OPTION. ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG -L -LOC (TOP 3't STM) AND 111?t TWAKJF .enwESIVE (ALONG CENTER} (TRA STILES MAY BE STANDARD (SHORT PANEL) OR DMMERCIAL (LONG PANEL). SEE TATTLES BELOW.. GLAZING SHOWN IN TOP SECTION. 11 SLIDE BOLT LOCK ENGAGES INTO END -`. VERT!CAL TRACK. STILE. ONE LOCK ON EACH SIDE OF OUTSIDE DOUR. KEYED HANDLE. INSIDE SLIDE BOLT LOCK OPTION. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIMATE WIIQ SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA BUILDING CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FOR THE FOLLOWING CONDITIONS: 1) ENCLOSED 13UILDING, 2) DOOR HAS 2' OF WIDTH IN BUILOING'S END ZONE, 3 ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE WITH ANSI/DASMA 109. SITE—SPECIFIC CALCULATIONS BY A QUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE WIND 155 160 17D 180 195 `SPEED (MPH? CAT©G❑RE B3 C, D ` B, C. D B, C B. C B MEAN ROBF HEIGHT 25' F 15' 25' 15' 1 30' SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE.. `— INSIDE HANDLE OUTSIDE KEYED LUCK WITH SNAP LATCH LOCK OPTION. OUTSIDE HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR_ OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. END STILE_ MANUFACTURING PRODUCT CODE SHORT GTPANEL: PAN- 3 2F156 -217153 LONG DESIGN LOADS, +36.0 P.S_F. & -42.0 P.S.F. PART NO.: N/A TEST LOADS: +54.0 P.S.F. & -63.0 P.S.F. Unless Stated Otherwise ,'lnpay 8585 Duke Boulevard WINDL❑AD RATINE TOLERANCES are Iel. N 513-770-4800 45740 LW D P T Tel. n,H450A v0 = f .031 Building Roducts Compony Foo No. 513-77.0--4853 .00 = ±,015 I DESCRIPTION: 2" STEEL PAN DOORS 15'2"W (SEE TABLE FOR MODELS) 000 = ±.005 0000 = ±.001 (DRAWN BY: SH DATE; 11/19/12 SCALE: NTS DWG De-grees = t 1/2' ICiHECKED BY: SH DATE: 11/20/12 SHEET 1 OF 4 SIZE Unress Stated Glherwise DIMENSIONS ARE IN INCHES DWG. NO.: 104710-A/B JVER: IBC IFL 0 H -m-' � IDA F 00 [0U CT A FF117Ra' OWA L 1'6546 L:l 'CLASSIC' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA 24 GA CL❑PAY 84A, 94 73, 75 76, 75L 58 IDEAL 4RST 6RST 2RST 4F HOLMES 48, 4€IB 42, 42B -- -- SHORT LONG FLUSH 11 ll+jff1 H A A41 "`#✓� O ., i Y h I ,-y � I G s r -0 S-A'. STATE OF �` n+ i I /l • • . V c.... r� r 0NAl �'_- DESIGN ENGINEER: SCOTT HAMILTON, P -E. FLORIDA LICENSE No. 63286 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA CLOPAY 'GALLERY' GD5S, GR5S HOLMES 'ARTISTRY' ARES IDEAL 'CAR'RIAGE HOUSE' ED5S SHORT PANEL IMPACT -RESISTANT CONSTRUCTION: 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/FBG 2506 AND AN APPROVED CI 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 I—� DETAIL 'D" OPTIONAL DECORATIVE , f� SNAP—IN INSERT. r IMPACT RESISTANT � I ONE—PIECE INJECTION MOLDED GE LEXAN SLX2432T FRONT FRAhAE & GLAZING. 141111111, SHEET- OF 4 REV. NO.1 ZONE -03 A - (IMPACT -RESISTANT GLAZING OPTION) I }'_'1 -,DETAIL `D` —2.25 MULTIPURPOSE HBGH BOND TAPE ' (BETWEEN FRAME AND FACADE). _- DECORATIVE FRONT FACADE. I f� `—STRUCTURAL SILICONE SEALANT ` (BETWEEN STEEL SKIN AND FRAME). —POLYSTYRENE RETAINER FASTENED TO FRAME WITH (10) J8 x 3/4" PAN HEAD MACHINE SCREWS. DATE: I ECN NO REV SIONS A.PPVD- I DESCRIPTION SH I SEE REVISION HISTORY ON SHEET ONE_ STANDARD ASSEMBLY CONSTRUCTION: OPTIONAL DSB OR 1/8" ACYRLIC LITES. AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PL4SKOLFTE 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 REOUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FOC/16C). SECTION B -B (NON -IMPACT RESISTANT GLA'1NG OPTION) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT -RESISTANT FRAME. L-25 lC GLAZING MOLDED INSIDE LITE RETAINER. #8x3/4" PAN HEAD SCREE (10 SCREWS PER LITE). IMPACT -RESISTANT ASSET iBLY DF -TAILS STANDARD ASSEMBLY DETAILS DFtAWING 10471 D -A DFtAV1nNG 1+0471 D -B II N f MANUFACTURING PRODUCT CUBE!, SHORT PANEL: PAN -21`153 DESIGN LOADS- +36.0 P.S.F. & —42.4 P.S.F. LONG PANEL: PAN -21`156 TEST LOADS: +54.0 P.S_F. & —63.0 P.S.F. PART NO.: N/A Unless Stated 01herwise ��� 8585 Dupe Boulevard WIND'LOAD RATING TOLERANCES are Teaser, OH 45740 USA _ Tel. n, H 45040 BOO USA .0 = ±.031 Buil6nq Prnducls Oarnpry fax ND. 513-779-4853 .00 = ±.015 I DESCRIPTION: 2" STEEL PAN DOORS 16'2" W (SEE TABLE FOR MODELS) .f�00 = ±.005 0400 = t.001 (DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DING. Degrees = ± 1/2" I CHECKED} BY: SH 4 DATE: 1 1 /20/11 SHEET 2 OF 4 SIZE Unless Stvted Otherwise DIMENSIONS ARE IN INCHES..I DWG. NO.- 1 0471 CI—A/B I VER: IBC .r . 2F L R�10 A FGA lou r A FPI 0 VA 16546 101 SHEET1 3 OF 4 REV. NO.1 ZONE: P DATE 03 — HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) MOTES_ - I- ALL THE LCAID pTHE DOOR IS TRANSFERRED TO HRLTHEN FROM THE TRACK TO THE 2x6 V'ERTICALSYP(GRADE 12 OR BETTER)JAMBSNOOAD FROMTHEDOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LR & -3.36 LB. PER LINEAR FOOT 4F JAMB_ 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE. TYPE • 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY, MAX 0. C. c 2x6 VERTICAL JAMB 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) MAXIMUM ON -CENTER DISTANCE STEEL WASHERS BUILDING TYPE FASTENER TYPE FBASTEE ERS.* REQUIRED-? BLOCK WALL 1 /4" x 1-1/4- MIN. EMBED TAPCON CONCRETE ANCHOR 7-1 ,(2" 1 „ 0.0_ 1 13404 PSI M. CONCRETE 1/4" x 1 " MIN. EMBED TAPCON CONCRETE ANCHOR 1 8-1 4" 1 " O.D. 2004 PSI MIN. CONCRETE 3/8" X 1-3/4" MIN_ EMBED W1EJ-IT ANKR TITE SLEEVE ANCHOR Ii6-112' INCLUDED 4400 PSI MN. CONCRETE 3/8" X 1-3/4" MIN_ FMBFD WfF,J-IT ANKR TITF_ SI_FFVE ANCHOR 124" INCLUDED IWOOD FRAME (SYP 17.55 SG) 1 /2" x 3' IAG SCRFWf (ASTM A307. GRADE A) 1-5/8" EMBED INTO STRUCTURE 17-3/4" 1" O_D_ * FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALL7D 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. ,•'• •. r� i $ 8 •, tA 4 :-p STATS F • f[,'•. DESIGN ENGINEER. - SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 1 REVISIONS ECN NO. + APPVD: �DESCRIPTION SH SEE REVIS14cN HISTORY ON SHEET ONE. 2" THICK 25 GA. (0,019" MIN. THICK) � (2) 12 GA_ GALV. STEEL TOP ROLLER DDS STEEL EXTERIOR SKIN �/ BRACKETS (2-1/2" x 5-3/8"). EACH WITH G-40 GALVANIZING,BRACKET ATTACHED W/(4) '14x5/8" SHEET BAKE[}—ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED BAKED—Ohl POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. SIDES OF STEEL SKIN. �+ I f SHIP LAP JOINTS 14 GA. MIN. GALV. ROLLER HINGE. EACH -0-HINGE FASTENED TO END STILES W/(4) {y #14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B". 4- 1/4" _ -` ONE 4" T -STRUT PER SECTION. (SEE VIEW VIEW "ID„ "D") EACH T -STRUT ATTACHED AT EACH 4" TALL TAPER STRUT. _ HINGE LOCATION WITH (2) 1/4"x3/4" SELF 0.057" MIN. GALV. STEEL, i TAPPING SCREWS, 50 KSL MIN. #14x5/8' SHEET METAL SCREWS 0 O 1/4"x3/4" SELF 0 TAPPING SCREWS. 14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE VIEW "B" 'VIEW "C" 4 � 3 T 1 L12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE 'VIEW) MANUFACTURING PRODUCT CODE SHORT PANEL: PAN -21`153 DESIGN LOADS: +36.0 P_S.F_ & -42.0 P.S.F. LONG PANEL: PAN-2Fi56 TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. PART NO.. N/A Un -less Skated Gfherwise = 1;1 8565 Duke Boulevard WINDL.❑AD RATING TOLERANCES ore .N51 -770 USA ' � D � , T Tel. Mason, M 4500-4 SA I 4 = f .03t Building Pradutls Compurry Fax No. 513-770-4853 .00 = :t.015 I DESCRIPTfON: 2" STEEL PARI DOORS 16'2W (SEE TABLE FOR MODELS) .000 = ±.005 .0000 = #.001 (DRAWN BY. SH DATE: 11/19/12 SCALE= NTS I)WG, Degrees = ±1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 SIZE Unless Skated Oiherwise DIMENSfONS ARE IN INCHES. DWG. IVO.: 104710--A/B VER: IBC I c 3 w 4 'CLASSIC' RAISED PANEL EMBOSS DOORS CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA 24 GA I MODELS 25 GA CLOPAY 84A, 94 73, 75 76, 75L 98 I CLOPAY 'GALLERY' GD5S, GR5S IDEAL 4RST 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 48B 42, 42B -- -- f IDEAL 'CARRIAGE HOUSE' LD5S SHORT LONG FLUSH SHORT PANEL SHEET1 3 OF 4 REV. NO.1 ZONE: P DATE 03 — HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) MOTES_ - I- ALL THE LCAID pTHE DOOR IS TRANSFERRED TO HRLTHEN FROM THE TRACK TO THE 2x6 V'ERTICALSYP(GRADE 12 OR BETTER)JAMBSNOOAD FROMTHEDOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +288 LR & -3.36 LB. PER LINEAR FOOT 4F JAMB_ 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER FLUSH MOUNTING SURFACE. TYPE • 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY, MAX 0. C. c 2x6 VERTICAL JAMB 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) MAXIMUM ON -CENTER DISTANCE STEEL WASHERS BUILDING TYPE FASTENER TYPE FBASTEE ERS.* REQUIRED-? BLOCK WALL 1 /4" x 1-1/4- MIN. EMBED TAPCON CONCRETE ANCHOR 7-1 ,(2" 1 „ 0.0_ 1 13404 PSI M. CONCRETE 1/4" x 1 " MIN. EMBED TAPCON CONCRETE ANCHOR 1 8-1 4" 1 " O.D. 2004 PSI MIN. CONCRETE 3/8" X 1-3/4" MIN_ EMBED W1EJ-IT ANKR TITE SLEEVE ANCHOR Ii6-112' INCLUDED 4400 PSI MN. CONCRETE 3/8" X 1-3/4" MIN_ FMBFD WfF,J-IT ANKR TITF_ SI_FFVE ANCHOR 124" INCLUDED IWOOD FRAME (SYP 17.55 SG) 1 /2" x 3' IAG SCRFWf (ASTM A307. GRADE A) 1-5/8" EMBED INTO STRUCTURE 17-3/4" 1" O_D_ * FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALL7D 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. ,•'• •. r� i $ 8 •, tA 4 :-p STATS F • f[,'•. DESIGN ENGINEER. - SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 1 REVISIONS ECN NO. + APPVD: �DESCRIPTION SH SEE REVIS14cN HISTORY ON SHEET ONE. 2" THICK 25 GA. (0,019" MIN. THICK) � (2) 12 GA_ GALV. STEEL TOP ROLLER DDS STEEL EXTERIOR SKIN �/ BRACKETS (2-1/2" x 5-3/8"). EACH WITH G-40 GALVANIZING,BRACKET ATTACHED W/(4) '14x5/8" SHEET BAKE[}—ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED BAKED—Ohl POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"x1/2" BOLTS TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. SIDES OF STEEL SKIN. �+ I f SHIP LAP JOINTS 14 GA. MIN. GALV. ROLLER HINGE. EACH -0-HINGE FASTENED TO END STILES W/(4) {y #14x5/8" SHEET METAL AND (2) 1/4"x3/4" SELF TAPPING SCREWS. SEE VIEW "B". 4- 1/4" _ -` ONE 4" T -STRUT PER SECTION. (SEE VIEW VIEW "ID„ "D") EACH T -STRUT ATTACHED AT EACH 4" TALL TAPER STRUT. _ HINGE LOCATION WITH (2) 1/4"x3/4" SELF 0.057" MIN. GALV. STEEL, i TAPPING SCREWS, 50 KSL MIN. #14x5/8' SHEET METAL SCREWS 0 O 1/4"x3/4" SELF 0 TAPPING SCREWS. 14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE VIEW "B" 'VIEW "C" 4 � 3 T 1 L12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A -A (SIDE 'VIEW) MANUFACTURING PRODUCT CODE SHORT PANEL: PAN -21`153 DESIGN LOADS: +36.0 P_S.F_ & -42.0 P.S.F. LONG PANEL: PAN-2Fi56 TEST LOADS: +54.0 P.S.F. & —63.0 P.S.F. PART NO.. N/A Un -less Skated Gfherwise = 1;1 8565 Duke Boulevard WINDL.❑AD RATING TOLERANCES ore .N51 -770 USA ' � D � , T Tel. Mason, M 4500-4 SA I 4 = f .03t Building Pradutls Compurry Fax No. 513-770-4853 .00 = :t.015 I DESCRIPTfON: 2" STEEL PARI DOORS 16'2W (SEE TABLE FOR MODELS) .000 = ±.005 .0000 = #.001 (DRAWN BY. SH DATE: 11/19/12 SCALE= NTS I)WG, Degrees = ±1/2' CHECKED BY: SH DATE: 11/20/12 SHEET 3 OF 4 SIZE Unless Skated Oiherwise DIMENSfONS ARE IN INCHES. DWG. IVO.: 104710--A/B VER: IBC I c 3 w 4 'CLASSIC' RAISED PANEL EMBOSS D❑❑RS CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET- REVISIONS MODELS 24 GA 25 GA 1 25 Grp 1 24 GA I MODELS 25 GA � 4. OF 4 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION CL❑PAY 84A, 94 73, 75 76, 75L 98 I CL❑PAY 'GALLERY' GD5S, GR5S 03 � — � — — � SH SEE REVISION HISTORY ON SHEET ONE. IDEAL 4.RST 1 6RST 2RST 4F I H❑LMES 'ARTISTRY' AR5S H❑LMES 48, 48B 42, 42B -- -- l IDEAL 'CARRIAGE HOUSE' ED5S SHORT LONG FLUSH SHORT PANEL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). NOTE: TRACK CONFIGURATION ABOVE THE DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION DOOR OPENING DOES NOT AFFECT THE(DOOR DOORS UP TO 800 LBS. WIND LOAD RATING OFF THIS DOOR. - - HEIGHT 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO 6°_6" 70"1 1" DOOR OVERLAP (EACH SIDE)-- STOP MOULDING BY DOOR INSTALLER (TO SUIT). AND ND WITH (3} 5%16 1-5/8" LAG SCREWS 7'_O," 76"� TO TRACK WITH (2) } 1/4" RIVETS. 2x6 SYP WOOD JAMB. SEE iS GA. GALV. 'STEEL END STILE. r I 7'-6" 82"1 "JAMB PREPARATION NOTE". 18 GA. GALV. STEEL DOUBLE END STILE. 2" TRACK CONFIGURATION x 8 -0" 88" I -6" "� 20 GA. MIN. GALV. STEEL INTERM. STILE. — DOORS UP TO 80D LBS. L AS ROD: SPACING NTE 14"' U.C. 8'-Q" 100" � 1$ GA. GALV. STEEL INTER. 9'_6" 1061 2-1/7" ?€ 12 GA GALV. STEELHINGE FASTENED TO CENTER 63" 2" GALV, STEEL TRACK 10'-Q" 1 12" TRACK BRACKETS FASTENED TO " a6'-6" 118 I WOOD JAMBS WITH 5/6" X 1-5/8" Ir SHEETWMETAL S�CREw5�x5 a TRACK THICKNESS: D.CY$3". LAG SCREWS NOT TO EXCEED 14" II SCREWS - 11' -0' 1 24" ON—CENTER. MIN. OF (9) LAG 7/169 I.D. ROUND 50' 1 1 °-6" 130"1 SCREWS REQUIRED PER JAMB. PUSH NUT W "Ln 12'-6" 142" I 2" GALV_ STEEL TRACK FASTENED TO FASTENER. {� x 3a" TYP. 2-1/2" % 12 GA GALV_ 13'-0" 148#° 12 GA GALV STEEL TRACK BRACKETS 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #144/8"z STEEL TRAGIC BRACKETS, 13'-6" 154 WITH WITTY EITHER (2) 1/4" DLA. RIVETS OR SHEET METAL SCREWS AND (2) 1/4- SELF TAPPING SCREWS PER END HINGE. z ATTACHED TO ,JAMB WITH (1) 14'-p" 160" (1) 1/4" X 5/8" BOLT & NUT PER :—:-K2 4 5/16" X 1-5/$" LAG SCREW PER 14'-6" 166."TRAGIC BRACKET. 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. TRACK BRACKET. 15'-4°' 172- 15 . —6" 72"15'-6" 17$" 1 Cr" 16'-0', 184" SECTION C—C 3-1/2" LHR BRACKET (2-1/2" x 5-3/4" x 12GA) PREPARATION OF JAMBS BY OTHERS. ATTACHED WITH (2) 1/4" x 3/4'" SELF TAPPING 1 SCREWS, NOTE THAT LHR BRACKETS ARE ALSO ., _. USED WITH "DOUBLE END STILE" AS SHOWN IN NATE: TRACK CONFIGURATION A.$QVE THE ZONE B-3 SHEET 1. 3," TRACK CONFIGURATION DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION DOUBLE TRACK DOORS 800 LB'S AND OVER. WIND LOAD RATING OF THIS DOOR. CENTER HANG REQUIRED FOR DOORS 800 LBS AND OVER. LOW HEADROOM OPTION DOORS OVER 8' HIGH. (AVAIL. FOR BOTH 2' AND .3" TRACK) DOUBLE HORIZONTAL 1" DOOR OVERLAP (EACH SIDE) -- TRACK. PDDITIONAL ING BY GALV. TAPERED STEEL TRACK AND ANGLE. TRACK 2x6 5CP 4MOOD IONGB. SEE 16 GA.QGALDV. STEELED STILELLER (TO SUIT. "JAMB PREPARATION NOTE :; 1S GA. GALV. STEEL DOUBLE END STILE.ICiCNE55: CI.101'. ANGLE TFifCKNE55: 0.08D". HORIZONTAL TRACK r'• -'1' '' 20 G4. MIN. GALV. STEEL INTERAi. 5T1LE. N. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOORRTICAL/HORIZONTAL TRACK 14" MAXIMUM SPACING INSTALLER (TO SUIT). 1$ GA. GALV. STEEL INTER. 3-1/4" x 2•-7/8" MIN. x 0.080" TAPERED � HINGE FASTENED TO CENTER NCTION. TWQ CH BOLTS SLOTFROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING BELOW. STILE W/(4) EACH #14x5/$" NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION 7/16" UN'D SKEET METAL SCREWS.x PUSH NUT MOUNTING SLOTS FASTENER. 4' SPACED AT 12" CENTERS. J a 0.101" THICK 3" GALV. STEEL TRACK FASTENED 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END #41Ltee1.lITT TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS'► - HA{��Iff��i� � �12" ON CENTER TAPERED ANGLE WITH ONE 1%4"x5/8" BOLT & AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. ,' ,.•"••'• 46"I x NUT AT EACH MOUNTING SLOT. E IV�a w•' v +� = 3" DIA. $-1/2" LONG STEM GALL BEARINGSTEEL ROLLER. 86 + SECTION C -C MANUFACTURING PRODUCT CODE PREPARATION {7F JAMBS BY OTHERS. SHORT PANEL: PAN -2F153 GNE. Ya" TRACK DOLT AND NUT AT EACH : I = t � 34 MOUNTING SLOT LOCATION. � LONG PANEL PAN -2F1515 a I DESIGN LOADS: +36.0 P.S,F. & —42.0 P.S.F. q }� 1. ZIck 0 � $ TEST LOADS: +54.{7 P.S.F. & —63.0 P.S.F. PART NO.: N/A H fi �� r'STAil OF � �I•: DOOR VERTICAL k Unless Stated Otherwise � �I� � 8585 Duke 8oulevord WINDLOAD RATING [} C{,r 22" HEIGHT TRACK LENGTH TOLERANCES Mason, OH 45040 USA T ■. �' `' ,�% I 17'-0„ 72 ora Tel No. 513-770-480a 1,1 'l ) R '? ,�"► 81_0" 84" _ 0 i.C�31 Building Prcducrs Company Fax No. 5113-774-4853 I ►f� NA SXt} 1Q" iD'-0` los" DISTANCES AS THE /TRACK�BOLTS (I.E. 3-1/2"SCREW SPACED . 10".THE 522 34". [y 0 = f.0C15 (DESCRIPTION: 2" STEEL PAN DOCIRS 16'2-W (SEE TABLE FOR MODELS) 112'-0 132" z 46", ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28", & OWO = f .001 J DRAWN hI BY: SH DATE: 1 1 (19/12 SCALE: NT5 DWG 3-1/2" (16,_0 156" I},��I�iN Er�I��NE�i�= 40' FROM BOTTOM. T�14`O LAG SCREWS ALSO LOCATED ABOVE (Degrees = t 1/2' ;,,,,..,,.,.,� 11b' --a'1 1$0" �CHECICEf7 BY: 5FI PATE: 11/20/12 SHEET 4 OF 4 SIZE SCOTT HAMILTON, P.E. VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Stoted Otherwise FLORIDA LICENSE No. 63286 DIMEN51ONS ARE IN I"CHES. DWG. NO.: 104710—A/B VER: IBC Florida Building Code Online Page 1 of 6 arm eeme ; Iqm I ussr Fromm. not rooks I so.., SOWuge eu¢a fans, vuiswir:. 1. Sne i K. 011e Mev ..w '. 5-1 product Approval ❑ Asea. Wolk a:rr Clopay Building Products Company ymeve noemva enlorad aSyVIi4^ 3l> amillmdnn omn FL R FL16546-R6 Application Type Revision Code Version 2014 Application Status Approved Comments 02/19/2016 v. date. set to reapply per S^Hamilton's req.zb.02/24/16 Archived ❑ Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, 01-145040 (513)))0-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton®clopay.com Technipal Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report fmm a Florida Regstered Architect Or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Scott Hampton the Evaluation Report Flonda License PE -63286 Quality Assurance Entity Interml, Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler ❑ Validation Checklist- Hardcopy Received Certificate Of Independence FI Rfi `OI Crgh-h n of Ind--r,nra of ValiAatlml Enhty- 6agl furMeri01 E-fill-lq qdf FL1h546 R6 COT pMl /jn Inderomi—i-P of WalualinnFnhty- SroltHam,mn 1m (. IIS on Itt, Referenced Standard and year (Of Standard) Std year ANSI/OASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TA$ 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?par=wGEVXQ\vtDgvgqu2w%2bnF... 6/21/2016 Florida Building Code Online Equivalence of Product Standards CertlFied By Sectors from the Code Product Approval Method Method 1 Option D Date Submitted 0211812016 Date Validated 02/25/2016 Date Pending FBC Approval 02/25/2016 Date Approved 04/12/2016 Summary of Products Go to Page O FLIs Model, Number or Name 16546 1 01 WS-16-HY PAN -2F353: 73, 1500, 25, 190, 84A, 94, 42, 42B, 48, 48B, 55, 4RST, 6RSr, 4RSF, 6RSF, GD55, GDSSV, GR55, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +32 PSF/-32 PSE Other. Solid doors (no gluing) or doors with optional Impact -resistant glazing are impact -resistant (large missile impact). 16546.2 02 WS-16-HY PAN -2F353: 73, 1500, 75, 190, BMA, 94, 42, 428, 46, 48B, 55, 4RST, 6RST, 4RSF, 6RSF, GD55, GDSSV, GRSS, GR55V, AR5S, ARSSV, ED55, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure:+32 PSF/-32 PEE Other: The standard glazing available for this product meets the wind load requirements of [M1e builtling mtle but DOES NOT meet the impact resistant requirement for windborne debris regions. 165463 03 W8-16 PAN -21`443' GD4S, GR4S, ED4S, AR45 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no glazing) or doors with optional impact -resistant glazing are impact -resistant (large missile impact). 16546.4 04 W6-16 PAN -2F153: 73, 1500, 75, 190, 84A, 94, 42, 42B, 48, 48B, 55, 4RST, 6115T, 4RSF, 6RSF, CUSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, ED55, ED5SV Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +36 PSF/-42 ESE Other: Max. Wind Speed (V_uit): 170 MPH. Solid doom (no standard glazing) are Impact -resistant (large missile impact). Page 2 of 6 Page 1/3fi� Description Steel Pan (min. 25 ga.) Double -Car (97- to 16'0" wide) WINOCODE® WS Garage Door Installation Instructions FI 16946 R6 11 1019226A6Rav14. Verf By: Scott Hamilton F1 PE 3286 Created by Independent Third Party: No Evaluation Reports FI l6g46 Rfi AF f9Pf 111211-ApIf Created by Independent Third Party: No Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" wide) WINDCODE® W5 Garage Door Installation Instructions RIAVp Rfi H 101922-P-Rav 14 If Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports �1694fi RE AF rApc 111211-APif reated by Independent Third Party: No Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double -Car (9'2' to 167- wide) WINDCODE® WS Garage Door with Optional Impact -Resistant Liles Installation Instructions FL16546 R6 H 104791 Rwd4.otlf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FI 16546 R6 AF C9PF 111211-A,df Created by Independent Third P.4 No Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'2 -wide) WINDCODE49 W6 Garage Door with Optional Impact - Resonant Utes Installation Instructions Mlfi546 RG H 10471n -A -Rave 4f Ventietl By: Scott Hamilton FL Bfi Created by Independent Third Party: No Evaluation Reports FL 16546 Rfi At CRPC 111211 -A Created by Independent Third Party: No http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 6/21/2016 Florida Building Code Online 16546.5 05 W6-16 PAN -2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4R5T, 6RST, 4RSF, 6R9F, LOSS, GD5SV, GRSS, GRSSV, AR55, AR55V,ED5S,ED55V Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +36 PSF/-42 PSF Other: The standard glazing available for this product meets the wind load requirements of [M1e budding code but DOES NOT meet the Impart resistant requirement for windborne debris regions. 16546.6 106 W6-16 PAN-2Fi56: 76, 2RSr Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +36 PSF/42 PSF Other: Max. Wind Speed (V aft): 120 MPH. Solid doors (no standard glazing) are impact -resistant (large missile impact). 16546.7 102 W6-16 PAN -2F156: 76, 2RSr .imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +36 PSF/-42 PSF Other: The standard glazing available for this product reefs the wind load requirements of the building code but )DES NOT meet the Impact resistant requirement for 16546.8108 WS -16 PANSP-2F153/6: 73SP, -,SSP, GOSSSP, GDSSSPV, 76SP, 76VSP Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +32 PSF/-37 PSF Other: Said doors (no glazing) or doors with optional Impact -resistant glazing are Impact -resistant (large missile Impact). 16546.9 09 WS -16 PANSP-2F153/6: 73SP, ISSP, GDSSSP, GDSSSPV, 765P, 76VSP Page 3 of 6 Steel Pan (min. 25 ga.) Double Car (9.2 -to 16'2" wide) WINDCODE® W6 Garage Door Installation Instructions FL16546 R6 11 104710-1-Rev03 odf Verified By: Scott Hamilton FL PE 63286 Created by Independent TM1lrtl Party: No Evaluation Reports Fl lfiS4(� Rfi AF rRPf IIIII l -A tlf Creafi by Intlepentlent ThlM Par : No Steel Pan (min. 25 ga.) Double -Car (9'2' to 162' wide) WINOCODE® W6 Gamge Door Installation Instructions Gi fi Rfi 11 1m7m-A-Rnv i/9tlf er led By: ScottHamilton Fl. E 3286 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: No Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2' wide) WINDCOOEdp W6 Garage Door Installation Instructions FL16546 R6 11 104210-B-Rev03 Verified By: Scott Hamilton FL PE 9142fil Created by Independent Third Party: No Evaluation Reports FL16546 R6 AE CBPC 131211-A can Created by Independent Third Party: No Steel Pan (min. 25 ga.) Double -Car (92" to 16'0' wide) WINDCODE® WS Garage Door Installation Instructions F1.15546 R6 It 104818-A-Rev01-55, nrtl ntlf Verified By: Scott Hamilton FL PE 6 28 Created by Independent TM1lm Party: No Evaluation Reports F1 Ifi54fi RE AF roof. 131111-Aptlf Created by Independent TM1lrtl Party: No Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE® WS Garage Door Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 R6 11 ID4618-B-RevOl-snned odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: The standard glazing available for this product FL 36546 R6 AE CBPC 131211-A odf meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the Impact resistant requirement for windborne tlebris regions. 16546.10 10 W6-09 DSIE-1A171: 2050, Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Single -Car (up to 9'0' wide) 64, 65, 62G, 62L3, 64G, SDP36, WINDCODE6 W6 Garage Door SFL B, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Instalfation Instructions Approved for use to HVHZ: Yes FL16546 R611 ]04814-A-Rev00.0f Approved for use outside HVHZ: Yes Verified By: Swtt Hamlllon R PE 63286 Impact Resistant: Yes Created by Independent Third Parry: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_u1n: 170 MPH. Solid doors (no FI 1554 RR AF fapf 1111 -A of glazing) are Impact -resistant (loge missile Impact). Creaked by Independent Third Party: No 16546 11 11 W6-09 DSIE-1A171: 2050, I Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, Interior skin 29 ga. min.) Single -Car (up to 9'0' wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W6 Garage Door http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2wn/r2bnF... 6/21/2016 Florida Building Code Online ISFUS, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +36 PSF/-44 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions 16546.12 12 W6-09 DSIU-IF471: GD25U, GR2SU, GD2LU, GR2LU, AR25U, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202, MFC68U, 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Approved for use in HVHZ: Yes Approved far use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +38 PSF/-44 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no glazing) or doors with optional impact -resistant glazing are Impact -resistant (large missile Impact). 16546.13 13 W6-09 DSIU-11`471: GD2SU, GR25U, GD2LU, GR2LU, AR25U, AR2LU, E02SU, ED21LU, 9202, HDPC20, 7202, 8202, 1 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38 PSF/-44 PSF Other: Doors with standard glazing meet the wind load requirements of the building code but DO NOT meet the impact resistant requirement for wmdborne debris regions. 16546.14 14 W6-16 DSIU-IF471: GD25U, GR25U, GD2LU, GR2LU, AR2SU, AR2LU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202, MFC68U, 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +38 PSF/-42 PSF Other: Max. Wind Speed (V_uIU: 170 MPH. Solid doors (no glazing) or room with optional Impart -resistant glai are Impact -resistant (large missile Impact). 16546.15 l5 W6-16 DSIU-IF471: GD25U, GR25U, GD2LU, GR2LU, AR25U, ARKU, ED2SU, ED2LU, 9202, HDPC20, 7202, 8202, MFC68U, 9205, HDPR20, 7205, 8205, MFR68U Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38 PSF/-42 PSF Other: Doors with standard glazing meet the wind load requirements of the budding code but DO NOT meet the Impact resistant requirement for windborne debris regions. 16 W6-18 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2lP, ED25P, ED2IP, 4302, HDGC, 6202, MFC68, 4305, HDGR, 6205, Si MFR68 use in HVHZ: Yes Page 4 of 6 Installation Instructions FL16546 un IT 104814-P-Rnvn but Verified By: Scott Hamilton FL 63286 Created by Independent Third PartyNo Evaluation Reports FL16546 R6 AE CBPC 131211-A not Created by Independent Third Party' No Double -skin Insulated Intellicore (exterior sen 27 ga. min.; Interior skin 27 ga. min.) Single -Car (up to 9'0' wide) WINDCODEdt W6 Garage Door with Opbonal Impact- Reslstant Lltes Installation Instructions 1`116546 BE It 104432-A-Rev0 he VenBed By: Scott Hamilton FL PE 69286 Created by Independent Third Party: No Evaluation Reports Fl16940,6 AF C8 (: '4121 o-Pppnl Create by Indepan enl Third Reilly: No Double -skin Insulated Intellicore (exterior skin 27 ga. min.; Interior skin 27 ga, min.) Single -Car (up to 9'0" wide) WINDCODEO W6 Garage Door Installation Instructions py1_6546 R6 II 104432-B-Rev0�0df Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FI16546 R6 AF CRPC 141719-R/rtlf Created by Independent Third Party: No Double -skin Insulated Intellicore (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car g2' to 16'2' wide) WINDCODE® W6 Garage Door Installation Instructions FL16546 R6 It 10482n A-RevO�/pdf VenBed By: Scott Hamilton FL pE 69286 Created by Independent Third Party: No Evaluation Reports Created! by Independent Third Party: No Double -skin Insulated Intellicore (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car {9'2' to 16'2' wide) WINDCODE® W6 Garage Door Installation Instructions FI 16546 R6 11 104820-8-Rev03p If VenBed By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL16546 R6 AE CBPC 1412198 our Created by Independent Third Party: No Double -skin Insulated EPS (exterior skin 27 ga. ming Interior skin 27 ga. min.) Double -Car (16'4' to 18'2' wide) WINDCODE® W6 Garage Door with Optional Impact- ResistantOtes FL16546 BE 11 1040.10-A-Rrv04-vinnad odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE V XQwtDgvgqu2w%2bnF... 6/21/2016 Florida Building Code Online Approved for use outside Hall Yes Vented By: Scott Hamilton FL PE 63286 Impact ResistanF Yes Cleated by Independent Third Party: No Design Pressure: +3B PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 128 MPH. Solid doom (no FI lasso Re AF FRq'' 141JJ19-e of glazing)or doors with optional Impact-In If are Created by lndependen[Thfrtl Party: No impact -resistant (large missile Impact). Page 5 of 6 16546.1216 W6-18 DSIE-11421: GD2SP, Double -skin Insulated EPS (exterior skin 22 ga, min.; GR2SP, GD2LP, GR2LP, AR25P, w Interior skin 22 go min.) Double -Car (16'4" m el AR21-P, ED25P, ED21_P, 4302, WINOCODEO W6 Garage Door HDGC, 6202, MFC68, 4305, HDGR, 6205, ST68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R6111R4RI0-R-Rrvild,nned ndf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 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 FL16546 R6 AE CBPC 141219-8 odf requirements of the buildng code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for w ishorne debris regions. 16546.18 IS VI DSIU-11`421: GD25U, Double -skin Insulated Intellicore (exterior skin 22 ga. min.; GR251J, GD2LU, GR2LU, AR2SU, Interior skin 22 ga. min.) Doublel (16'4'to 18'2" wide) AR2LU, ED2SU, ED2LU, 9202, WINDCODEG, W6 Garage Door with Optional Initial HDPC20, 2202, 8202, MFC68U, Resistant Utes 9205, HDPR20, 2205, 8205, MFR68U Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +38 PSF/-42 PSF Other: Max. Wind Speed (V_ult): 120 MPH. Solid doors (no glazing) or doors with optional Impact -resistant glazing are impact -resistant (large missile impact). 16546.19 19 sell DSIU-1 F421: GD25U, GR25U, GD2LU, GR2LU, AR25U, AR21_10, ED2SU, EDl 9202, HOPC20, 2202, 8202, MFC68U, 9205, HOPR20, 2205, 8205, MFR68U Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38 Pl 42 PSF Other: Doors with standard glazing meet the wind load requirements of the building Code but DO NOT meet the Impact resistant requirement for windborne debris regions. 16546.20 20 WS -09 DSIU-IF421: GD2S% GR25U, GD2LU, GR2LU, AR25U, AR2LU, ED25U, ED21-Il, 9202, HDPC20, 2202, 8202, MFC68U, 9205, HDPR20, 2205, 8205, MFR68U Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +54 PSF/-60 PSF Other: Max. Wind Speed (V_olt): 120 MPH. Solid doors (no glazing) or doom with optional Impact -resistant glazing are Impactresistant(large missile Impact). Go to Page O 40 Installation Instructions Fpl lfi�fi Rfi 11 1n4A2t-G-Rav Vented By: Scott Independent rd 3286 Created by Intlepentlen[ Third Pally: No Evaluation Reports ee++���� Cres ed byCrea ed by l�ndependen Their Pa : No Double -skin Insulated Intelllcore (exterior skin 22 ga. min.; Interior skin 22 ga. min.) Double -Car III to 18'2' wide) WINDCODEO W6 Garage Door Installation Instructions 1116546 R6 11 104R21-R-Rev03.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party. No Evaluation Reports Created by Independent Third PartyNo Double -skin Insulated Intelllcore (extedor skin D ga. min.; Interior skin 22 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® AS Geroge Door with Optional Impact - Resistant them FL16546 R6R6 1135 -Ra f Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports �( r� by'IndepenGent Th rty: No iblik: FyE gagod id..,mn...lshee,.,..,ro..e, Tses,11­ m 40 Pagel/30 0 weawsonsenell, ameubthshi n: aemnnetalemen Ipnba la., ema,l aaereew a,e pnuk remora ow, ap not.antyppr.mall aaa.a:: released m.emosse he a Nm>showers ,esue t, do not stand W her emnv. Imreaa, myon me off by phone o, be aaeimna man rtpn Mre anY onesrbm. pkau rnnGn eso a9]1]9s amm sxes,haw ie, Thenodba Poll le mayIse empbwr,2nr; uansseel ranthashnsyse imory rsne mwasmacewnneyeasowedoem-11 u uey menone. Thees. Pease whymay uaM rororeaa mmmuyo4envrznrM not w x email aeeK556art pnblioe0roaomo1...0 n suopM a personal aaaress, pease prorlae Ne cewm„amwlN an email aaamss wmys on ce „use evallable b the public To aeresmine Ilmu are a Ilcenxe unser tlaptef ass, i e, peau ehIX ptR http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnF... 6/21/2016