HomeMy WebLinkAbout0138 West Barnstable Road - 24871 , 6= 0, bugdjngs
A DIVISION OF SONOCO PRODUCTS COMPANY
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19775SOMMEA DR.,WAUKESHA,WISCONSIN 53186 14141 742-36AU
MILTON,PENNSYLVANIA 17847(717) 742-9631
4 P.O.BOX 307,CHETOPA,KANSAS 67336(316) 236-7227 ® 2P
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FLANGE BRACE 1LOICAT IONS:
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L c, T �.�T 3�:i;�L GIRT ,� (FT GROUND UP) C B=B ;A'; D
LEFT RAF PURL 1 N to FLU (FT FROM RIDGE TO EAVE) {B=BRs CED} .
B 2) 5. 259 ) 9.50 113 4? _13.75' 5) 1: .00 ° 1,
M-;^-M FT TYPE S E G FT W ivi i W D V WEE" i OR I'6 F i_ a 0(; L FLGII
Z132 ECOL 1 5.28Z 9.40 9.40 . 1200 6.000 X .3750 6 . 000 0 Y . 2240
240
ECOL 2 12.000 9. 40
`+ 0 . 1200 6 .000 .25CO 6 . 000 .r . 2240
i_1 Z1 . 658
La:Ai 1 21 .658 8 .00
29 .08 . 1350 6. 000 X .3125 6 .000 X . 3125
LOAD
COLUMN BASE E REACTIONS (K i } MEMBER N t.
COMB 1
74 L») H O Fi. . _ -4 . _
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AUTO MARIPE ELECTRIC 3183
STRESS ANALYSIS (DIM . MEASURED ALONG STRUCTURAL AXE3)
1 .00 1109
4) li 1 R-t i - n v ' ` AE _ W E _ :BLr _uLi
1 . . 401 1 .00 20 ''i'i -474 16. . Q.4 .323 •+IL /
- i ZZ . 77L .00 254 51 "14Z 2. 8 16. 1 • - .. . . I0
LOAD i_.0M1: .,_. 1 .00 LL 1 .00 DL 1 .00 r°L (L_R) .:+'_+ _ :i`,t_ . L
FORCES ARE REDUCED BY A FACTOR OF 0.75
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4 r._i j .e 9 , 101 r1 .00
. _0 `03 �;0 .__ 5.8 . I` .323 . 116
- 1 - 18 .445 1 .00 254
- 51 5 e'.;_: .7 5. 6 .687 ..ter 1
3 . 000 . _`-} 254 38 3
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9 1 . 2 _ . _ .887 .744 I.
! 4 ,{, 9 . 401 1 .00 203 390 8 .5 1 .4 . 3Z3 . 803
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� COMB
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B#��' FORCES ARE REDUCED BY A FACTOR OF 0 . 75
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2•.•.•. 9 . 401 1 .00 Z k•_ 60 -'4. _ 2. 1 . 323 • C- -.
1 3.000 1 . 00{! L.5 4 38 7270 t+ -1 . :. T a_ .887 .J•._i 8
1 11 .955 1 .00 254 102 171 . 1 1 .5 .887 t +1
2 9.401 1 .00 203 60 i i..'?7 -1 .7 1 .,F _ _ 1 3
AUTO MARINE ELECTRIC 3/83
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OA DIVISION OF SONOCO PRODUCTS COMPANY
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19775SOMMER DR.,WAUKESHA,WISCONSIN 53186 1414) 782.3660
P.0.BOX 307,CHETOPA,KANSAS 67336(316) 236-7227
PU R LI INS PHYSICAL PROPERTIES YOYOlT REIZENT
WOT. t A iY X—X AX4 Y—Y AXIS
SECT" IJR. IN. 1N2 'K=1 i-M-4 S4N.' Ef4li4. EWN.4 S4N.3 MN. ® Ft.-Koo
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A DIVISION OF SONOCO PRODUCTS COMPANY 3" 11h"
19775 SOMMER OR.,WAUKESHA,WISCONSIN 53186(414)782.3660
® MILTON,PENNSYLVANIA 17847 1717)742-9631
P.0.BOX 307,CHETOPA,KANSAS 67336(316)236.7227 4%" 3" 4 12"
3'-0
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SECTION PROPERTIES — 26 GA. STEEL
PANEL WGT. THICKNESS FY FB GIRTH TOP FLAT IN COMP. BOTTOM FLAT IN COMP.
TYPE PSF IN. KSI KSI IN. IX IN 4/FT. SX IN 3/FT. IX IN 4/FT. SX IN 3/FT.
SR 1.00 0.0189 50 30 44.0 0.0498 0.0528 0.0452 0.0630
MAXIMUM TOTAL UNIFORM LOAD -- P sf
LENGTH 2'-0 3'-0 3'-0 4'-0 4'-IS 5'-0 5'-6 6'-0 61-8 T-0'
j SIMPLE SPAN 1bs- vo �12 �05 �° 12 52 5� a5 31 3a 2$ 2`3 Z� 25 16 21 13
2-SPAN CONDITION 118 �40 415 102 26� 1 115 62 123 5A 8$ a1 123 35 51 29 4A 25 32
3-SPAN CONDITION 252 c�2 �15 325 �26 2�5 �8 1� g6 53 52 52 a3 p0 31 32 3.2
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SECTION PROPERTIES 24GA. STEEL
PANEL WGT. THICKNESS FY FS GIRTH TOP FLAT IN COMP. BOTTOM FLAT IN COMP.
TYPE PSF IN. KSI KSI IN. IX IN 4/FT. SX IN 3/FT. IX IN 4/FT. SX IN.3/FT.
SR 1.28 0.0242 50 30
44.0 0.0678 0.0730 , -0.0615 0.0814
MAXIMUM TOTAL UNIFORM LOAD -- psf -
LENGTH 2'4 3'-0 3'4 4'-0 4'-6 51-0 5'-6 61-0 61-6 T-0
SIMPLE SPAN 2 a 1 1 233 2 g
6 1 1 �0b a 2� 1 9 9� 1 69 5S 50 a8 J a0 2g 3w 23 2g 18 2-SPAN CONDITION g1e ,� 5� 132 35a 8A 1� 65 123 5 383 a5 70 35 55 33 as
3-SPAN CONDITION 1� a2 1�' 216 27 1� 13� g1 95 1 11 56 5546 ,,3 a1 ga
1. TOP VALUES BASED ON BENDING. BOTTOM VALUES BASED ON ALLOWABLE DEFLECTION OF L FOR L AND L (1'
J ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABULATED BY.6E7 AND AW RESPECTIVELY Z7lQ Z>�
2. FOR WIND LOADING MULTIPLY TABULATED AND/OR CALCULATED VALUES BY 1.33.
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A DIVISION OF SONOCO PRODUCTS COMPANY
19775 SOMMER DR.,WAUKESHA.WISCONSIN 53186 1414)782-3660
® MILTON,PENNSYLVANIA 17847 1717)742-9631 =�
P.O.BOX 307,CHETOPA,KANSAS 67336 1316) 236-7227
T 12,E 1211
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SECTION PROPERTIES — 26 GA, STEEL
PANEL WGT. THICKNESS FY FB GIRTH TOP FLAT IN COMP. BOTTOM FLAT IN COMP.
TYPE PSF IN. KSI KSI IN IX IN.4/FT. SX IN.3/FT.. IX IN.4/FT. SX IN.3/FT.
SA 1.00 0.0189 50 30 44.0 0.0441 0.0611 0.0436 0.0512
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MAXIMUM TOTAL UNIFORM LOAD -- psf
LENGTH 7-6 3'-0 3'-6 4'-0 4'-6 5'-0 5'-6 6'-0 6'-6_ T-0
SIMPLE SPAN 18 12 6p 5� a9 31 a0 29 3a 2� 29 �1 25 1a
2-SPAN CONDITION 4 a13 2� 6a 11a 5A 122 a� 89 3a 61 23 52 2a a� 2� '3�
3-SPAN CONDITION 205 559 142 32a �Oa 20a 80 131 63 5, 1fl A2 53 38 A0 3a 3 26 '�
3-1-77
1. TOP VALUES BASED ON BENDING.BOTTOM VALUES BASED ON ALLOWABLE DEFLECTION OF L FOR L AND l
ALLOWABLE DEFLECTIONS MULTIPLY VALUES TABUULATEO BY.667 AND.500 RESPECTIVELY.iW '
2. FOR WIND LOADING,MULTIPLY TABULATED AND/OR CALCULATED VALUES BY 1.33.
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77� 77 Z 0 0 T 6 uj cc>cr T I CO LL ZT 2 Iw 2-t L L 2t
0 Z EX I S T/ EU1L011'v'G �00" OF L 0 CIO AM....... CORNER COLU IC OL's, a A 31� 6 COL,:IN 4 cy)cf)�c) r— c\1-(O C%J,.IU) I(6(:�r IRT LIAIE- co z ca LINE 0 z 010 0.U) z<M CL a:, a.cy, b H 'O z
Z IF OUT 0 \/,/Iq I NZCOT > 00 0 z ENDNALL COLUMN .0 (D 1z 0 a. Co Z r <<R E� 5 Lo
2 2 2 THIS PRINT IS FOR STATE OR ce z LOCAL BUILDING PERMIT ONLY,DESIGN DATA IS FINAL.IPART IDENTIFICATION MARKS, PANEL LENGTHS, ETC. ARE NOT FINAL.20'-7 20 -0 e, T,V 0 W)91AISW N'UMN "AIDEWALL �,g OLUMIN" R N, ER 0 OUT/00T CF E L CC K W41& 6o-r CUT OF 8L�OcK 60 T C(COL, IC) (COL'S. 2C 3 C 4 4 IM IBOTTOM BOTTOM B 01-T To 1A m 8 TH I Z,' :� -,,
I I;z 1A OF JAMB OFBASE PLATE 4 R c c)mo Him Bc4, s Et D LOOSE F IEL V V 6)�T 64-IP WELp 7o SA_sE (7 iR'r 0 To R BOLT x AS E`4 R-r 1,A00 - , ANCHO PROJECTION F. 6'. 0 F on Fj E4.0 k,,�,L6 D Aim 5 JAMI3 ,R T 0,� RAAiSET/2 To 8 _5 e C;r i DRAWING INDEX GIRT 6 IR NO. CALE: DATE< SASE ,�A)f -LINE,IPL19N 19NCHOR 80/ T DRAWN-0 FRA p Ct)RR ROO F , MING PLA N 6i IR T Gift 1 - b.CHECKE-OR WAINSCOT S APPD:,,all
RoUN OEAO BOL 'G RT 3 I3, 9
N L FAS rf V' To '.5 Iq 0 P kl_cL C/Eb 4ALL PA E RAW ET SA$E�-�WALL�: S C.LIP V1 Z '(P X I /c, -d 2c) 3 1,-5 /0 A L1 ��# t I )� �3c -4 VERT DIA WIDTH HORIZ ILENGTH UPLIFT4 (D eel(D ON COLUMN LOCAT I'41NSTALL� A ;T IE COLUMN BASE REACTIONS ' , A.B. BASE PLATE,SIZE STEPHEN JON(D 00 --'-_RE1FENBERG R 0 UT�-A I I f R E *� L��', ,OUT� O,0�� S, R E'Q U I R E D_ (D ud b (N 0 T, y 0 N LOC�K E-1 563 I2 PIN,K 00 Oc co T, ft bX ES H A 1 . COLUMN FOOTINGS AND PIERSHUST BE DESIGNED TO �WITHSTAND HORIZONTAL 'AND LRi,T TIONS. REACTIONS ARE GIVEN IN KIPS. A KIP 1000 LBS. WISCONS1,11.... ...... SONOCO BUILDINGS ASSU14ES JQ ,RESPONSIBILITY OR LIABILITY FOR FOUNDATION, (D FLOOR G R OF M1 ' SHOWN. IS BUILDINGS.3 T E DESIGN OF HAIRPINS OR TIE RODSJO CONTROL 'THE HORIZONTAL FORCES T BPS"L b At �OEAIL DESIGN OR -CONSTRUCTION.�011 SLAB
E7 H Z-ANCA'OR VD LINES c OLTS' NO NWIL it ALL ANCHOR BOLTS' INCLUDING NUTS'AND WASHERS FOR SAME ARE UOT FURNISHED 4. I 0 B NO,'!,";L �C 401—UM AIJ co m A S E N I IL
.5 OM NA L BY.�,SONOCO 'BUILDINGS 'MATERIALS 'SHALL CONFORM TO ASTM A307 OR EQUAL. or 1EET 7iovE AD',� 7�L A6, I I