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__ __ <br /> Detail - A Detail - B Detail - C Detail - D Detail - E Detail - F Detail - G Detail - H REVISIONS <br /> SIDEWALL 2 41�8 2 <br /> SIDEWALL 2 2 <br /> SIDEWALL � � + ♦ N � � 2 41/8 2 � <br /> M Z � T T � N � <br />� + + `u 2 41/8 2 w �- -�- "' `� -�- . <br /> � N � � m <br /> -�- -�- + + `V 2 41/8 2 `V �. <br /> M , a N + N + Q a + + m <br /> + + N � <br /> 1 � N � o � <br /> 2 2 ♦ ♦. `" � Z 4 /g Z z `r ,z z SIDEWALL <br /> SIDEWALL <br /> SIDEWALL 2 41�8 2 <br /> Plate : 3/�" x 8" x 10" W/ 3/4" Dia. A.B.'s Plate : 3/�" x 8" x 8 1/g" W/ 3/4" Dia. A.B.'s Plate : 3/g" x 8" x 8 1/g" W/ 3/4" Dia. A.B.'s Plate : 3/g" x 8" x 8 1/g" W/ 3/4" Dia. A.B.'s Plate : 3/g" x 8" x 8 1/�" W/ 3/4" Dia. A.B.'s Plate : 3/g" x 8" x 8 1/g" W/ 3/4" Dia. A.B.'s Plate : 3/g" x 8" x 8 1/�" W/ 3/4" Dia. A.B.'s Plate : 3/g" x 8" x 10" W/ 3/4" Dia. A.B.'s <br />� ' . <br /> U x <br /> 10 20 30 40 50 OO 20 30 40 OO � � <br /> �- <br /> � <br /> �4 , � � N <br /> 81 -10 Out to Out of Building Line , a- N <br /> 81 -10 Out to Out of Building Line � � <br /> � � <br /> � <br /> 4 19'-1 22'-0 22'-0 18'-5 19'-5 22'-0 22'-0 18'-5 0 �° � N <br />� 4 � � '� �' � <br /> 0 0 °' �, o �-- <br /> � - � <br /> 4 � � �, � <br /> 4 2'-0 2'-0 2'-0 2'-0 2'-0 2'-0 � 'o,> Q "� <br /> � <br /> L A P L A P L A P L A P L A P L A P W w � � `� . <br /> -a <br /> °, a� � -� d- <br /> � O m O O � � C� N O � <br /> A A A � FC- GE8- FC- GE8- FC- GE8- FC- GE8- d- � � �- �- � ^ <br /> O �n o a� � �n <br /> A O -----_--- -----_----_-- 0 A � o o � ;, N <br /> � � �,� (11) ZZ- .��, (11) ZT- ,�o .p�, (11) ZT- ,�o (11) ZZ- FC- � � N � -� � <br /> I (10) AC 31 �ss �� �>o ��:� ��o ��� �A�,� � <br /> ,-� I ,� ,� ��� s6 Q'��`' ,� <br />� � ' <br /> � N � N � N FR- FR- FR- FR- FR- � <br /> J J <br /> � � � �o <br /> � <br /> � � � <br /> m � <br /> B � �O � � OO ° FC- FC- : <br /> o O o <br /> � � 6 � <br /> o � �� <br /> ��� � � <br /> p I O r�'�� � I Since 1972 � <br /> +-� � ��,, Q�fO <br /> � � 0 �� . � ��.� <br /> O <br /> o' ,� � � a' � FR- `� <br /> � `� � � �;., � FR- � �� �i11CS . <br />� � � .,.,o „.� <br /> � N N <br /> N N <br /> I �h� ���s�, �`��o ��'��o ��'��o ���'� ��:,� , , , <br /> I �� e- e- s�, <br /> Q � � -�c FC- <br /> O �r- H =_--_---`„' H -�-�---�-�_�=H `r O d" GE8- GE8- GE8- GE8- � <br /> O O O FC- FC- FC- FC- <br /> � (6) AC-13 -� � <br /> W <br /> W <br /> ANCHOR BOLT PLAN � <br />� 2 " dia. bolts 24 Places See Details Q <br /> ROOF FRAMING PLAN � <br /> ALL BASE PLATES SIT AT FINISHED FLOOR + 0'-0" � <br /> INSULATED ROOF PANEL & <br /> RELATED TRIM V <br /> NOT BY CBC � <br /> �G <br /> H <br /> � <br /> � <br /> W <br /> REACTION SCHEMATICS �`' <br />� (ALL LOADS ARE IN KIPS) ' <br /> Li W <br /> TH S SHEET S FOR REFERENCE ONLY. SEE W � <br /> STRUCTURA� DRAWINGS FOR STRUCTURAL DESIGN N "' <br /> W ' <br /> W �C Z <br /> LOADING FRAME LINES 2-4 � � Q <br /> CONDITION q � �� J <br /> 1-- � <br /> ( P ) ( P�) ( P ) ( P1) MATERIAL DESCRIPTION � ~ � <br /> kis kis kis kis `� � o <br /> NOTE:ALL LIGHT Ga.MAT'L.GALVANIZED ■ W O <br /> D +3.1 +0.4 +3.1 -0.4 W E V � J <br /> _� -� GE8- EAVE STRUT S"x 8"x 16 Ga. "Gee" 55 ksi. FG STRUCTURAL BUILT-UP COLUMNS 55 ksi. � W LL <br /> ES- EAVE STRUT 8 1/2"x 8 1/2"x 16 Ga. "Gee" 55 ksi. FR- STRUCTURAL BUILT-UP RAFTERS 55 ksi. <br />� C +3.0 +0.4 +3.0 -0.4 STRUT PURLIN GEX- EAVE STRUT 9 1/2"x 8"x 14 Ga. "Gee" SS ksi. STRUCTURAL BUILT-UP MISCELLANEOUS <br /> EH- RAKE BEAM 10'k 5 1/2"x 2 1/2"12 Ga."Zee" 55 ksi. F'Y'\WALL SUPPORT BEAM &STRUTS 55 ksi. DATE: 6I�5I�5 <br /> EAVE STRUT ER- RAKE BEAM 10"x 5 1/2"x 2 1/2" 14 Ga."Zee" 55 ksi. <br /> 1'-2" <br /> L +fi.0 +0.9 +6.0 -0.9 �2� 1�2" RS X 1 1�2" H.S.B.'S GP8- CORNER POSTS 8"x 8"x 16 Ga."Gee" 55 ksi. <br /> To Cli Conn. FA- STRUCTURAL ANGLES 55 ksi. <br /> 6.8 10.2 P EP- CORNER POSTS 8 1/2"x 8 1/2"x 16 Ga."Gee"55 ksi. FP- STRUCTURAL PIPES ss ksi. SCALE: <br /> -2.9 -1.6 -2.9 -1.6 •-- •-- NOTE: FOR STANDING SEAM GP9- CORNER POSTS 9 1/2"x 9 1/2"x 14 Ga."Gee"55 ks�. AS NOTED <br /> W to to to to I } I } ROOFS A SAG BLOCK IS GPX- CORNER POSTS 9 1/2"x 8"x 16 Ga."Gee" 55 ksi. FT- STRUCTURAL TUBES 55 ksi. <br /> REQUIRED IN CONJUNCTION WITH FJ- 10 GA.PRESS BROKE MEMBERS 55 ksi. J� <br /> +2.9 +1.6 +2.9 +1.6 � � � � RA-1 RAKE ANGLE 5"x 2" 16 Ga. 55 ksi. DRAWN: <br /> H1. 5•9 5•9 8.8 8•8 SA-10SAG ANGLE 1 1/2"x 1 1/2" 16 Ga. 55 ksi. MC- STRUCTURAL CHANNELS 55 ksi. <br /> -0.6 -0.7 -0.6 -0.7 THE FLAT STRAP BETWEEN THE <br /> 1 E* to to to to FIRST AND SECOND PURLIN ONLY FB- FLANGE BRACE 2"x 2" 16 Ga. 55 ksi. WF- STRUCTURAL WIDE FLANGE BEAMS 55 ksi. <br /> A C +0.6 +0.7 +0.6 +0.7 <br /> WA- WINDOW FRAME ANGLE 2"x 2" 16 Ga. 55 ksi. CHECKED: RH <br /> V ENDWALL X-BRACING � LINES 1 & 5 PA- ROOF/WALL SHEETING 26 Ga.HIGH RIB 80 ksi Min. gC- BRACE CABLE 3/8"� EXTRA HIGH STRENGTH GRADE <br /> All Wind reactions shown in the table above are unfactored. "AC-31" � 8" PURLIN & Pg- ROOF/WALL SHEETING 24 Ga.HIGH RIB 80 ksi Min. R6- BRACE RODS 3/4"�ASTM A572 STEEL <br /> *Earthquake reactions do not include any amplifications for 3"x 16GA.x 1 1" FLAT STRAP �FS-2� DESIGN IS FOR PANELS&PANEL <br /> overstren th which ma or ma not be re uired in the "AC-41" � 9 1 2" PURLIN PM- RIDGE CAP 26 Ga.HIGH RIB 30 ksi Min. R8- BRACE RODS 1"� ASTM A572 STEEL ATTACHMENT ONLY <br /> 9 Y y q W� �3� S.D. SCREWS EACH END �� / �� PP- FIBERGLASS REINFORCED PLASTIC PANEL 8 oz. 3'x 11' <br /> design of column anchorage and foundation by others. AT A MAX. OF 8'-4" O.C. W��4� 1�2 �1 X 2 R10- BRACE RODS 1 1/4"� ASTM A572 STEEL <br />+ H1 = horizontal force in the plane of frame H.S.B.'s TO RAFTER PR D q. /� ' <br /> � ACROSS SPAN OF BAY 8"DEEP MEMBER DESCRIPTIONS 9 1/2"DEEP MEMBER DESCRIPTIONS G��F W A Sy ��� <br /> ZS- ROOF PURLINS/WALL GIRTS 8"x 2 1/2"x 12 Ga."Zee"55 ksi. ZY- ROOF PURLINS/WALL GIRTS 9 1/2"x 3"x 12 Ga."Zee" 55 ksi. � �, � � <br /> AC-13 Clip W/ � _, �'f� <br /> �4� 1�2" � X 2" H.S.B.�S to EAVE STRUT ZX- ROOF PURLINS/WALL GIRTS 8"x 2 1/2"x 13 Ga."Zee" 55 ksi. ZU- ROOF PURLINS/WALL GIRTS 9 1/2"x 3"x 13 Ga."Zee" 55 ksi. � o <br /> ZZ- ROOF PURLINS/WALL GIRTS 8"x 2 1/2"x 14 Ga."Zee"55 ksi. ZI- ROOF PURLINS/WALL GIRTS 9 1/2"x 3"x 14 Ga."Zee" 55 ksi. cn � -- <br /> (4) 1/2" � x 2" H.S.B.'s to FRAME CONNECTION ,�-- � <br /> ZT- ROOF PURLINS/WALL GIRTS 8"x 2 1/2"x 15 Ga."Zee"55 ksi. ZO- ROOF PURLINS/WALL GIRTS 9 1/2"x 3"x 15 Ga."Zee" 55 ksi. ,�--" <br /> W=0•8 W=1.7 ZW- ROOF PURLINS/WALL GIRTS 8"x 2 1/2"x 16 Ga."Zee" 55 ksi. r <br /> � _y -► -• CC- DOOR HEADERS/JAMBS&END POSTS 9 1/2"x 2 1/2"x 12 Ga."Cee si. �� �, 34218 0 �� - <br /> 1 D=0.7 t D=1.3 CS- DOOR HEADERS/JAMBS&END POSTS 8"x 2 1/2"x 12 Ga."Cee" 55 ksi. CR- DOOR HEADERS/JAMBS&END POSTS 9 1/2"x 2 1/2"x 15 Ga." e " 55 ksi. '�Fs, FG'/S T�R�' ��� <br /> C=0.6 I C=1.1 CX- DOOR HEADERS/JAMBS&END POSTS 8'k 2 1/2"x 13Ga."Cee" 55 ksi. UY- CAP CHANNEL 9 3/4"x 3"x 12 Ga. `s�Q �1�' <br /> NA L E <br /> L=2.2 L=4.4 A EAVE STRUT PURLIN DETAIL CZ- DOOR HEADERS/JAMBS&END POSTS 8"x 2 1/2"x 14 Ga"Cee" 55 ksi. UU- CAP CHANNEL 9 3/4"x 3"x 13 Ga. <br /> W -��9 W -��8 CT- DOOR HEADERS/JAMBS&END POSTS 8"x 2 1/2"x 15 Ga."Cee" 55 ksi. � <br /> UI- CAP CHANNEL 9 3/4"x 3"x 14 Ga. EXPIRES 03-19-16 ` <br /> CW- DOOR HEADERS/JAMBS&END POSTS 8"x 2 1/2"x 16 Ga."Cee" 55 ksi. <br /> CORNER POSTS � LINES 1 & 5 END POSTS � LINES 1 & 5 * -DENOTES DETAIL AT PURLIN RUN SHOWN UO- CAP CHANNEL 9 3/4"x 3"x 15 Ga. � 10-22-15 <br /> (2) 3/4" as AB, A36 (2) 3/4" e AB, A36 DX- DOUBLE CEE RAKE BEAM (2)8"x 2 1/2"x 13 Ga."Cee" 55 ksi. \ . <br /> 3.8 10.2 US- CAP CHANNEL 8 1/4"x 3"x 12 Ga <br /> f- f- <br />� UX- CAP CHANNEL 8 1/4"x 3"x 13 Ga. O� �� • <br /> 1 1 i I UZ- CAP CHANNEL 8 1/4"x 3"x 14 Ga. \ � �� <br /> 3.4 3.4 9,2 9.2 UT- CAP CHANNEL 8 1/4"x 3"x 15 Ga. \ / <br /> UW- CAP CHANNEL 8 1/4"x 3"x 16 Ga. �/ O� �� � <br /> LONGITUDINAL WIND/SEISMIC FORCES � SIDEWALL X-BRACING � LINES A & C � �� <br /> � . <br /> o �� 15-078 <br /> \ <br />