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20-22260
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20-22260
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Last modified
3/25/2021 10:56:34 AM
Creation date
3/25/2021 10:56:34 AM
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Building Department
Company Name
ZEPHYR HEIGHTS
Building Department - Doc Type
Permit
Permit #
20-22260
Building Department - Name
COOPER,MICHAEL & DAROLYN
Address
39239 3RD AVE
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TABLE 1 TABLE 2 <br /> STRUT SPACING(BASED ON RECOMMENDED SEC17 NN DOOR SECTION HEIGHTS <br /> DOOR CONFIGURATION} TOP HEIGHT Btm #2 #13 #4 #5 #8 #7 1#8 <br /> HEIGHT, A 1 B C D E F G H T IN 0" 21" 21" 21" 21" 21" 21" 21" 21" <br /> 6'6' 51W 181/4 361J4' 54114' 671/2" 13'6" 21" 21". 21" 21" '21" 18" 18" 21" <br /> T 611r 181/4" 39114^.60 IIV 73112" 13'0' 21" 21" 21" 18" 18" 18° 18" 21" <br /> T 6" 51/Z' 1S 1/4'33114°.51 1/4" 69114' 81" 12'6" 21" 18" 18" 18" 16" 18" 18" 21" <br /> 8' S 1/2" 181/4° 361/4' S41/4' 721/4' 851l2" IZ..0" 21" 21" 21"• 21" '21" 18 21° <br /> 8'6" 51/2' 181/4 39 1/4° 60 1/4° 781/4^ 91 112' 11'6" 21" 2i" 21" 18" 18" 18" 21" <br /> 9 5172. i51/4' 33114' 51 1/4' 69114' 871/4" 99" -- <br /> II-Cr• 21'118-121 <br /> i$' 18° '18" IS- 21" <br /> 9'•8' 512' 18'1/4 36 t14° 541/4" 72114" 901/4" 163 122" i0'6' 2i' 21° 21° 21" 21" <br /> 10' S it2' 18114 391/4°601/4" 78114' 981/4' 109 112" 10'0" 21' 2i" 18" 18" 21" <br /> 10'6" 751/2 181t4'39 1147 60 114F 811/4° 1021hr 1151/2' <br /> 11' 61/2' 181W 36114" 64 i/4"721/4" 90114" 108 1 4^ 121,112, 9'6" 21' 18" 18" 18" 21" <br /> 11'6' 61/2" 18 i/4"391J4" 60 I/4 781/4" 96 1 4" 114114 1271/2' 9'0" 18" 18" i8" 18" 18" <br /> 12' 51/2" 181/4'39 114" 60 1/47 81 114" 102114" 120 1/4' 1331 2" 8'V. 2i" 21" .18" 21" <br /> 12r 5 Ur 181/4' :61 4" 541/4' 72.1/4° 901/4 1081/4 1261W 1391/27 8'0" 21" 18" 18"• 21" <br /> 13' S 1/2° 181/4" 39114" 601W 781/4" 961W 1141/4° 1321/4°i451/2" T 6" 18' 18" 18" 18" <br /> ITS- 5 i/2" i8114"391/4" 601/4'81 1/4" 1021/4" 12D 114" 1381/4° 151 112" PL <br /> T 0^ 21' 21' 21" <br /> 14' 5112' 181/4"391W 601/4' 81 1/4" 1021/4",1231/4" 1441/4^ 1571/2' 6'6" 21' "'-----� <br /> a AMTUWL SM=RAY EE ANO SD=M WM O.A=FM CMWVMAJ.*=PUWUS65 ' <br /> TABLE 3 TABLE 4 <br /> DOOR TRACK ATTACHMENT SPLICE Section Center Stile Lop6on Max p Allowed <br /> Loads <br /> HEIIG6HT � Allowed <br /> B C p E F G H S Panel Type (Measured from left <br /> Width PosiOee Negithe giff-21" 3s' 5T' " °- 70^ (ft) Edge] <br /> T F.5 21" 42" e3" 76" <br /> r 6" 3Jr-36"_ " 27-- 0 Short,.Oak Smmit 48.0W 29.9 35.4 a them ams eaff 1 Rix <br /> 8' 3.5°21"391 57"75" -88" 8'0 Long 48.000 29.9 35.4 LrAx s� �aa►aaq► as <br /> 8'a" 3.5"21' 42" 63" 81" _g4' 8 2 Short,Oak Summit 49.000 29.3 34.7 +Sy ►i <br /> 9' 3.5" 18"36" 54' 721 9O 100" 8 2 Long 49.000• 29.3 34.7 DEsimt LOAD o �^T�O;••1t glU.SC•. <br /> +2L7 PSF g AN O <br /> 96" 3.5" 21' 39" 57" 75". 93" 106" S14 Short,Oak Summit 50.000 28.7 34.0 -31.6 PSF ;X-,,No 004 2R`� <br /> IV 3.5"21' 42° 63" 81" 99" ii2 V14 Long 50.000 28.7 34.0 TW LOADS ` i•�; <br /> 10'6' 3.5' 21' 42" 63" 84" 105' 118" Vj 6'Short,Oak Summit 51.000 28.1 33 3 <br /> 11' 3.6" 215 39 57"75" 93" 111" 124' 8j8 Long 51.OW MI 33.3 ±�a+Pg DS j�. 5T/iTE OF � <br /> 11'6" 3.5"21'42" 63" 81' 99' ii7" i30" 8'8 Short,Oak Summit 62A00 27.6 327 LARGE <br /> 1 MISSILE ,�`• (}��+ 3 <br /> 12' TV21"42° 63" 84 105" 123" 136" 8 8 Long 62000 27.6 32.7 RESSISTAANT FL`�oessl►OAons ti �'� <br /> 3.5 21"39" 67" 75"-ST 111- 129' 142' 8'10 Short,Oak Summit 53.000 27.1 320 <br /> 13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" $'10 Long 63.OD0 27.1 320 24marx <br /> IV 6° 3.6" 21'42" 63"1 84" 105" 123" 141" 154" 1 90 Short,Oak Summit 64.000 26.7 31.6' <br /> 14" 3.5 21" 42" e3"1 S4" 105' 126" 147" 160" 9'0 Lang 54.000 26.7 31,6 10cAr4z=m ,W vnarm'"L RC aim vvvARAW.= <br /> ALL VACK ATMOMW SPACRG+1--r A 10M"SYP aR SPF R¢1 CR MT=MY MODEL#650 OA8 SOMMrT SERD 1 1000 &2000 <br /> MODEL#600 STRATFORD SEMS 1000'&.2000 <br /> MODEL$050 HSIOTAGE SM=1000 &'2000 <br /> =I W 11 BY = Riff mm um <br /> B 1 Dmam an NJ em RASA IB0-6009-130-154 <br /> Sm3Wa <br />
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