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18-19931
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18-19931
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Last modified
5/23/2019 10:09:54 AM
Creation date
5/23/2019 10:09:53 AM
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Building Department
Company Name
MEADOWOOD ESTATES
Building Department - Doc Type
Permit
Permit #
18-19931
Building Department - Name
COLVIN,TERRY & MONK,RICHARD
Address
39773 MEDOWOOD LP
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ADJUSTABLE ROLLER CARRIER 14GA CENTER HINGE <br /> ATTACHED W/(2)5/16`x 13 GA COHHERCIM <br /> 3/4•BOLT 6 NUT PER 'c^.0'c ATTACHED W/!d)I/4• B 13 FIXTURE ATTACHED V/ <br /> p <br /> BRACKET ::, .,_��, x 3/4•HEX HEAD SCREWS µ)I/4`x 3/4•HCX FGAD SCREWSADJUSTABLESLIDE BRACKET ATTACHED <br /> 6. PB ,A UE'(M WIS)5/16•x 3/41 BOLT AND NUTS <br /> 3'20GA,STRUTS ATTACHED 24 GA SKl (HBSN <br /> 1/4'x 3/4' 0 <br /> HEX HEAD SCREWS AT <br /> 23 GA GALV.C RCTAL EACH CENTER STILE - <br /> TOP ROLLER BRACKET <br /> ATTACHED V/0 2/4•x <br /> 3/4•HEX HCAD SCREW$ SEE PAGE 2 FOR OPTIONAL .5"+'�0'' +I' <br /> PER BRACKET _.., SPLICE TRACKS AT THIS LOCATION <br /> GLAZED SECTIONS STRUT <br /> TYPICAL TOP FIXTURES l AND STILE LAYOU "�' STILE STIFFENERS(5) W/(4)1/4•-20 TRACK SPLICE <br /> R.T.S. a LOCATED IN HINGE 1RRE(S) BOLTS&NUTS,SECURE TO JAMB <br /> ON TOP SECTIDN ONLY WIN(3}5f16"D)A.X/-5j8- <br /> SEE(TABLE 2)ON PAGE 3 FOR 5 TYPICAL CENTER HINGE LAG BOLTS <br /> RECOMMENDED SECTION CONFIGURATION A N.T.S. ATTACKMENTHOLES FOR STRUT <br /> 1 IS REGIURED)OF STRUT S <br /> . 5/16"DIA.x 1 <br /> (SPLICE) LAG BOOT ATTACHED TO <br /> JAMB <br /> .� AT EA.JAMB BRACKET <br /> (70P) 12 GA.GALV.STEEL <br /> EMBOSSMENTS O JAMB BRACKETS <br /> NOT SHOWN 3 F END HINGE ATTACHED W/(1)1/4e-20 <br /> FOR CLARITY O 14 GA <br /> THROUGH (THROUGH) TRACK SPLICE BOLT&NUT <br /> TYPICAL STILE STIFFENER rJ G OR(2)RIVETS <br /> N.T.S <br /> E <br /> — I TWO(2)ROWS OF THREE f3) L B <br /> C OF"ENTAIATLIQMS S0,INCHES 3•x 20 GA STRUTS <br /> (2)PER SECTION <br /> S (EXCLUDING Tm <br /> H (D ON TOP SECTION A <br /> A <br /> J1/B•SEE TABLE 4 ON PAGE 3 L <br /> FOR STILE PLACEMENTS E(TABLE 1)PAGE 3 �� SEE.(TABLE 3)ON PAGE 3 <br /> 16'-0'MA% FOR STRUT SPACING FOR JAMB BRACKET SPACING <br /> OTTOM BRACKET <br /> INSIDE ELEVATION VENTS PROVIDE 70 sy lm, ATTACHED <br /> (6. sq.In.FOR OPTIONAL w/(3)I/4S x s/a TRACK CONFIGURATION FOR 6'6" UP 70 14' TALL DOORS <br /> N.T.S. VENT <br /> LF UNOBSTRUCTED XEK HEAD SCREWS <br /> AIR FLOW EACH, N.T.S. <br /> 13PTI13NAL VENT METAILrr� <br /> 14 GA END HINGE 3'20GA STRUT NT& 6 O CONT.STEEL RETAINER <br /> •,�,; ATTACHED W/(2) ATTACHED V/ W CONT.HIM SEA4 <br /> 1/4'x 3/41 m V4')I 3/4• RAY DESQiIM OF REIISDIS DATE BY <br /> 3.2DGA STRUTS m HEX HEAD SCREWS HEX HEAD SCREWS <br /> ATTACHED V/f2) AT END AND CENTER - BOTTON BRACKET A MIS 10IBC 20)G 1T 1 BlR <br /> va•x 3/4• (2) m STILES 14 GA THICK ATTACHED SECTION A-A SIDE VIEW} B ADDED DUMG NOTE 01/04/13 ERR <br /> NERD SCREWS AT AGA,ROLLER CARRIERS ATTACHED W/0)1/4•x 3/4• <br /> TO END STILE W/(2)1/41 x 3/4' 0 HEX HEAD SCREWS N.T.B. <br /> EACH END STILE HEX HEAD SCREWS PER CARRIER MAX SIZE Eo <br /> INTERIOR OF GARAGE 16'WIDTH %%%S DOBDODgggg _g <br /> L 14'HEIGHT <br /> 2'10 BALL STEEL OR °wok MAX.WIDTH 16'0" (D�R!m a e°°°0�c,�?'AGIEijIs ,,d �Q <br /> 10 BALL NYLON ROLLER S)KDCHT IxIRADON {f <br /> o v/G'STEM DESIGN LOADS Z mAZ, r "�.f{-FGG• <br /> 0 TO BALL STEEL CR {1S0 <br /> TYPICAL END HINGE 10 5'S NYLON ROLLER DESIGN LOADS® +25.1 PSF <br /> N.T.S. 3 W/S•STEM +204.8 LSS/FT ^29.7 PSF <br /> TYPICAL BOTTOM BRACKET -232.8 LBS/FT SEE NOTE 2 TEST LOADS • 9•gBo al&'�i <br /> (1)5/le DIA.x 1-3/6' N.T.S. --- -43.7 PSF �� .�^,f'}� �iA'}'� QF <br /> *1/4-�O <br /> BOLT ATTACHED TO JAMB SPECIFlCATIONB AND NOTES -43.R PSF % <br /> EA JAMB BRACKET LARGE 2 �' C} "e�:° >; <br /> 2 X S SYP OR SPF 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERRCM TRACK, MISSILE. <br /> (ND.2 OR BETTER) LARGE MISSILE jHC HORIZOTRACK <br /> ALKJAMMIB OR HEADER RECCI3VFS NO PORTION VERTICAL <br /> IMPACT ` <br /> RESISTANT FL JC; PG0 �m <br /> 20 GA`ENTER$TILE IMPACT RESISTANT TRANSFERRED FROM THE b00R. rBB ebb <br /> 2.EACH YEROCM JAMBS O LBIES MA70MUM DESIGN LOADS OF. <br /> 3,DOORS LLE HARDWARE 1ARD BE DESIGNER,MANUFACTURED " <br /> AND INSTALLED VnH STANDARDS AS SET FORTH BY DASMA <br /> THE METHOD OF TESTING WAS IN SUBSTANTIAL 4.DOOR SECTIONS SHALL Be 75 GA MIN. B')ROLLED FORMED LIGHT 165 CARRIAGE COIATT VINST@1-$HEM.N.G 27105 <br /> *� CONFORMANCE WITH THE PROCEDURE DESCRIBED IN ASTM COMMERCIAL DUAItTY <br /> EN OA OALY.STEEL E330&E1996,AND DASMA 108&115.THE PRESSURES S.SUPPORTING STRUCTURAL ELErarVM SHALL BE DESIGNED <br /> END STi1E i BY A RE(DSTRIX)PROFESSIONAL ENGINEER FOR KIND LOADS MODEL850 4AB:SUMMIT SERIES 2000 &2000 <br /> 7 1G'DIA B047 NET <br /> SHOWN ON THE DRAWINGS WERE CALCULATED USING ASCE INDICATED ON THIS ORAWNG IN ADDITION TO O1HER LOAOINCS <br /> / MODEL#000 STRATFORD SERIES SOOO R( 2000 <br /> RACK (t)PER HOLIER 7^10 WITH THE FOLLOWING PARAMETERS(5 FEET OF DOOR8.AMARR MANUFACURES AND OIS7RIBUTE5 CANAGE DOORS UNDER MANY MODEL(j950 I3ERITAGE SERIES 1000 & 2000 <br /> ND NUT WIDTH IN THE END ZONE,ROOF A7 ANY SLOPE): BRAND LABELS PLEASE SEE AMARR-MANUFACTURED PRIVATE LABEL CHART <br /> OR<?a RIVETS 2"GALY.STEEL TRACK <br /> TRACK 7HtCKNESS.683 WAND SPEED MPH 168 1 152 1 145 13B 133 FOR REFERENCE OF.EQUIVALENT PRODUCTS FOR W INDLOAD APPROVAL BE DRAWN BY EX DATE tl/13J09 DRAIBV6 NAB <br /> TRACK MOUNTING DETAIL EXPOSURE LEVEL B C C D D 7.REFER TO TABLES ON THE PAGE 3 FOR AUDM04AL DOOR MOTHS p <br /> H.rs. MEAN ROOF HEIGHT 1 30' 1 15' 1 25' 1 15' 1,25' &PANEL STAMP DOES NOT EFFECT WINDLOAD CAPABILITIES 0 CHECKED BY EST DAIS 11/13/09 IRC-6016-130-t5-1 <br /> Ism OF <br />
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