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18-19674
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18-19674
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Last modified
9/18/2019 8:38:30 AM
Creation date
9/18/2019 8:38:28 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
18-19674
Building Department - Name
DOERR,MIKE & POE,ANNA
Address
5125 2ND ST
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r.4 eRI, <br /> ���®�-� <br /> 10" I-BEAM SPAN TABLE <br /> TABLES:ALLOWABLE BEAM SPANS FOR LIVE LOAD SNOW LOAD/POSITIVE WIND LOAD 7,90 <br /> MAX BEAM MAXROOF MAXBEAM 'MAXROOF MAXSEAM MAXROOF MAXBEAM MAX ROOF <br /> LOAD LOAD LOAD LOAD <br /> SPAN PANELSPAN SPAN PANELSPAN SPAN- PANELSPAN SPAN PANELSPAN <br /> I24'.0" 13'-0' 24'-0" 9'-0" 73'•0" 71-6" I t <br /> 24'-0` 23-6'. 23'-0" 1S'-6• 23'-0„ 10'•6„ 22:-0.. 9.-0" F. ;'•.t. ;. <br /> SO PIS 2UPSF 22'-0" 18'•0' 22"0" 12'•0" '2T-0" <br /> 21'-0' 21'•0' 30 PSF 21'-0" 40 PSF 20'0" 12'6° W`y O"• `� <br /> 23'-0" 24'-O" 20") 24'-0' 20'-0" 1T-0" 19'-0" 15'-0" If1 n �•p;r <br /> 20'-0. 2fl,•0„ 18'0,: <br /> 18'-0:, 24'-0" 17'-0,I 22'-0" V- <br /> 16�•0:: 24'-0. 0.14 c xI�DIh� <br /> MAXBEAM MAX ROOF MAX BEAM MAXROOF MAX BEAM MAXROOF <br /> LOAD LOAD LOAD ci L•„� Q <br /> SPAN PANEL SPAN SPAN PANELSPAN SPAN PANELSPAN S K w <br /> C W= OU <br /> 21'-0' 8'-0" 20'-u, 8'-0" 19'1" 3'-0" <br /> 20'•0" 10'-0" 19'•0" 9'-6" 18'-0" 10'-0" <br /> 19'-0" 11'•6" 1B'0" 12'-0" 70 PSF 17'-0" 1T-6" <br /> SO PSF IB'-0" 14'•6" 60 PSF 17'•0" 14'•6" 16'•D" 15'-0" <br /> 17'-0" 17'-6" 16'-0" 16'-0" 15'-0" 19'-0" <br /> j -0 i.} <br /> 16'-0' 21'-6 '-0" 15 " 22' " 14'-0" 24'-0" - <br /> 15'-0' 24'-0" 14'-0" 24'•0" V! C�'' - <br /> NO <br /> 3.0.00E PANFLSPAY[IDES NOl INQUDE MAI(,lYOVERf1AhG " <br /> 2-ALLOWABLE BEAM SPANS BASED ON MUY BRACED COMP4ESSION FUNGE <br /> 3-DESIGN BASLTD ON 2OO5 ALUI/IYUM DESIGN MANUAL t <br /> 3-BEAM ALLOY&TEMPER 603S-T61VNN FLI"3&K31 A4D fry•3S KSI <br /> 5-RASED CN MFlECL10N LIMIT OF L/IBD C-0R DULL <br /> I0'I43EAt�1 <br /> TABLE 2:ALLOWABLE BEAMSPANS FOR NEGATIVE UPLFT)WIN <br /> D LOAD / <br /> MAXSEAM MAXROOF MAX BEAM MAX ROOF MAX BEAM MAX ROOF MAX BEAM MAX ROOF <br /> LOAD SPAN PANELSPAN LOAD SPAN PANELSPAN LOAD ,SPAN PANELSPAN LOAD SPAN' PANELSPAN <br /> 10 PSF 14'•0" 24'-O" 20 PSF 14'-0' 24'-0" 30 PSF 14'-0" 24'-0' 40 PSF 14'-0" 24'•0" 5PAN <br /> 9 <br /> LOAD MAX BEAM MAX ROOF LOAD MAX REAM MAX ROOF LOAD MAX BEAM MAX ROOF '�`- - <br /> gAB�5 <br /> SPAN PANELSPAN SPAN PANELSPAN SPAN I PANELSPAN REVISIONS <br /> 14'-0" 19'•6" 14'-0" 2�''0" 14'-0" 13'-6" . <br /> 50 PSF 60 PSF IT-O" 19'-0" 131-V 16'.0" - <br /> 13'0" 24'-0" 12'-0" 22'-6" 70 PSF 12'-0" 19,•6:, <br /> 31'-0" 24'4' 11'-0" 2.3'-6" <br /> .. 10:0,: 24:-0:, <br /> NOTES: ..• DP.AWN BY: A5 <br /> 1-ROOF PANEL SPAN DOES NOT INCLUDE MAX 12'OVERKANG <br /> 2-ALIDWABLE BEAM SPANS BASEDONCOMPRESSLON FLANGE BRAQD ATMAX MUf4 REVIEWED BY: A5 <br /> B-DESIGN SMCO ON 2005 ALUMINUM OFDGN MANUAL <br /> A-BEAM ALLOY&TEkilL 6 S-L6WITNFW-38KSIANDFN-35RN SCALY:: 5EE PLAN <br /> s ewsm aN I>EncrnoN uhvT OFU1B0 wR oI.LL DATE: 7-9-10 <br /> 51 OF <br />
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