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<br /> il - A Detail - B Deiail_- C Detail - D Detail - E Detail - F Detail - G �etail - H Detail - J
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<br /> BASE PLATE BASE PLATE BASE PLATE BASE PLATE BASE PLATE BASE PLATE BASE PLATE BASE PLATE �
<br /> ELEV= (-) 0 -10 ELEV= - 0'-10 ELEV= (-) 0'-10 ELEV= (-) 0'-10 ELEV= (-) 0'-10 ELE\�= (-) 0'-10 ELEV= (-) 0'-10 ELEV= (-) 0'-10 CLIP ELEV. _ (+) 0'-0 � z o �
<br /> B E L O W G R A D E BELOW GRADE BELOW GRADE B E L O W G R A D E B E L O W G R A D E 4 4 B E L t�W G R A D E i, 4 i, 4 B E L O W G R A D E BELOW GRADE
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<br /> Plate : 3�" x 8" x 1'-0° W/ 3/4" Dia. A.B.'s Plate : 3�" x 8" x 8" W/ 3/4" Dia. A.B.'s Plate : 3�3" x 8" x 8" W/ 3/4" Dia. A.B.'s Plate : 3�" x 8" x 8" W/ 3/4" Dia. A.B.'s Plate : 3�" x 8" x 8" W/ 3/4" Dia. A.B.'s Pl�te : 3�" x 8" x 8" W/ 3/4" Dia. A.B.'s Plate : 3�" x 8" x 8" W/ 3/4" Dia. A.B.'s Plate : 3/g" x 8" x 1'-0" W/ 3/4" Dia. A.B.'s (1) AC-1 Clip W/(2) 1/�" Dia. A.B.'s
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<br /> 79'-6 Out to Out of Building Line 79'-6 Out to Out of Building Line
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<br /> 4 19'-5 20'-0 , 20'-0 �, 19'-5 4 19'-9 �, 20'-0 20'-0 19'-9 �
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<br /> 2'-81, , 2'-$ 2'-8 2'-8 2'-81, , 2�-$ �
<br /> LAP LAP LAP LAP LAP LAP �'
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<br /> ROOF FRAMING PLAN = ���
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<br /> � ANCHOR BOLT PLAN INSULATED ROOF PANEL & $ T � J ~L
<br />� � " dia bolts 4 Places See Details RELATED TRIM � �� �a
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<br /> (2) 3/4" dia. bolts @ 20 Places See Details N O T B Y C B C �
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<br /> ALL BASE PLATES SIT (-) 0'-10" •
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<br /> I_O�,DING FRAME ��N�S '?-4
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<br /> MATERIAL DESCRIPTION
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<br /> (l�ips) (l<ips) (laps) (��ips) NOTE:ALL LGHT Ga.MAT'L.GALVANIZED � N �
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<br /> T 5 � _�� � T� _, _;� � Gc8- EAVE STRUT 8"x 8"x 16 Ga. "Gee"55 ksi. FG STRUCTURAL BUILT-UP COLUNINS 55 ksi.
<br /> � W E FS- EAVE STRUT 8 1/2"x 8 1/2"x 16 Ga. "Gee"55 ksi. FR- STRUCTURAL"oUILT-UP RAFTERS 55 ksi. � � �
<br /> � - � � \ G=X- EAVE STRUT 9 1/2"x 8"x 14 Ga. "Gee" 55 ksi.
<br /> EH- RAKE BEAM 10"x 5 1/2"x 2 1/2" 12 Ga."Zee" 55 ksi. Frh`t�j��jaLLCSUPPORT BEAM&STRUTS 55�sis
<br /> C +2.7 +0.6 +2.% -0.6 \ cR- RAKc BEAM 10"x 5 1/2"x 2 1/2" 14 Ga.'Zee" 55 ksi.
<br /> GP3- CORNER POSTS 3"x 8"x 16 Ga."Gee"55 ksi. FA- STRUCTURAL ANG�ES 55 ksi.
<br /> EP- CORNER POSTS 3 1/2"x 3 1/2"x 16 Ga."Gee"55 ksi.FP- STRUCTURAL PIPES 55 ksi.
<br /> i +6.5 +1 5 +6.5 -1 �� GP9- CORNER POSTS 9 1/2"x 9 1/2"x 14 Ga."G??°;5 ksi.
<br /> 1.7 \ 3.0 GPX- CORNER POSTS 9 1/2"x 3"x 16 Ga."Gee"55 ksi. FT- STRUCTURAL TU3ES 55 ksi.
<br /> -1.6 -1.9 -I.6 -1.9 -� -� r FJ- 10 GA.PRESS BROKE M EMBERS �5 ksi.
<br /> - RA-1 RAK=ANGLE 5"x Z"16 Ga. 55�csi.
<br /> W t T� t J t� I � � Q SA-lOSAG ANGLE 1 1/2"x 1 1/2" Zo Ga. 55�csi. MG STRUCTURAL CHANNELS 55 ksi.
<br /> I +1.5 +1.9 +1.6 +I 9 29� I 3 g JI 9 FB- Fi�;NGc BRACE 2"x 2" 16 Ga_ 55 ksi. WF- STRUCTURAL WIDE FLANGE BEAMS 55�si.
<br /> � -2.1 -2.6 -21 -2.6 ���
<br /> H 1 Ul�- I�/INDOW FRAME ANGLE 2"x 2" 16 Ga. 55 si.
<br /> - E* to +.o io to PA- ROOF/WALL SHEETING 26 Ga.HIGH RIB 80 ksi Min. gC- 3RACE CABL=3/8"� EXTRA HIGH STRENGTH GRADE
<br /> �� a D +2.1 +?.6 +2.I +?.6 PB- ROOF/�hlALL SHEETING 24 Ga.HIGH RIB 30 ksi Min. R6- 3RACE RODS 3/�}"�ASTM A572 STEEL
<br /> � ENDWALL X-BRACING � LINES 1 &_ 5 PP�1- RIDGc CA?26 Ga.H1GH RIB 30 ksi Min. R8- BRACE RODS 1"�ASTM A572 STEEL
<br /> All Wind reactions shown in the table obove are unfractored. PP- FIB=RGLASS REINFORCED PLASTIC PANEL 8 oz. 3'x 11'
<br /> kEarthquake reactlons do not include �ny Umpliffcotions for
<br /> ov2rstrenyth which may or may not be rec��_iired in the 8" DccP MEMBER DESCRIPTr0�J5 9 1/2"DEEP MEMBER DESCRIPTIONS
<br />� design of colurnn anchoraye ond ioundation by others.
<br /> ZS- ROOF PURLINS/WALL GIRTS 3"x 2 1/2"x 12 Ga."Ze2"55 ksi. ZY- ROOF PURLINS/WALL GIRTS 9 1/2"x 3"x 12 Ga."Zee"55 ksi.
<br /> H1 = horizontal force in 'tfie plane of frr�me
<br /> ZX- ROOF PURLINS/WALL GIRTS 3"x 2 1/2"x 13 Ga."Zee"55 ksi. ZU- ROOF PURLINS/�VALL G?RTS 9 1/z"x 3"x 13 Ga."Zee" 55 ksi.
<br /> W � ZZ- ROOF?URLINS/WALL GIRTS 3"x'L 1/2"x 14 Ga."Zee"55 ksi. ZI- ROOF PURLINS/WALL GIRTS 9 1/2"x 3"x 14 Ga."Zee" 55 I<si. N
<br /> -� / � ZT- ROOF PURLINS/WALL GIRTS 8"x 2 1/"L"x 15 Ga."Lee"55 ksi. ZO-ROOF PURLINS/�rVALL GIRTS 9 1/2"x 3"x 15 Ga."Zee" 55 ksi. �
<br /> \\ ��, % / ZW- ROOF PURLINS/WALL GIRTS 3"x 2 1/2"x 16 Ga."L22"55�csi. � • O
<br /> � � CC- DOOR HEADEftS/JANIBS&END POSTS 9 1/2"x 2 1/2"x 12 Ga."Cee"55�si. �
<br /> \ � \ '� CS- DOOR H�D=RS/JAMBS&END POSTS 3"x 2 1/2";<12 Ga."Ce2"55 ksi. CR- DOOR HEADERS/JAMBS&END POSTS 9 1/2"x 2 1/2'k 15 Ga."Cee" 55 ksi. U
<br /> � VV=0.8 W=1 J CX- DOOR HADcRS/JAMBS&END POSTS 8"x 2 1/2";t 13Ga."Czz" 55 ksi. '�
<br /> � � ��������� � � CZ- DOOR H=ADcRS/JAMBS&END POSTS 8"x 2 1/2"x 14 Ga."Cee" 55 ksi.
<br /> / � D=0.5 � D=1.2 N
<br /> � C-0.3 C=1.Q CT- DOOR H=AD=RS/JAMBS&END POSTS 3"x 2 1/2"x 15 Ga."Cee"55 ksi. ��
<br /> �.g / \ 10.6 �� L=1.5 L=�.1 CW- DOOR H=ADcRS/JA�ABS&END POSTS 3"x 2 1/2"x 16 Ga."Cee"55 ksi. �
<br /> "- � W=-0.7 W=-� 4 DX- DOUBLE CcE RAKE BEAM (2)8"x 2 1/2"x 13 Ga."Cee"55 ksi.
<br /> � � � � UZ- CAP CHANN_L 8"x 3"x 14 Ga. �- G�J
<br /> 4.9 `�.� 10.6 10.6 CORNER POSTS @ LINES 1 & 5 END POSTS � LIN=S 1 R 5 � ,�
<br /> (2) 3�4" � AB, A36 (2) 3��T" �s AB, A36 (� .`� �
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<br /> � LONGITUDINAL NIII�IDjSEIS�v1IC FORCES � SIDENIALL '�-BR�ACIf�;G �� I_II�JES P, Fi D
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