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12 x12 x20 GA. GALV. #4--14x7" HWH TEK 1 12"x12"x20 GA. GALV. J" STIFFENERS V `D <br /> SCREWS TYP. U.N.O. ANGLE CONTINUOUS #414x7" HWH TEK 1 (2) #12-24x12'-$ HWH 4(BOTH SIDES) ,/$ Z N <br /> ANGLE CONTINUOUS ( ) SCREWS (TYP. U.N.O.) TEK 5 SCREWS PER CONNECTION IJ.I o p� <br /> 2" FIRE-RETARTAND PLYWOOD WF BEAM <br /> SHEATHING (BY OTHERS) ATTACHED TO = (4) a"4 A307 > Z <br /> r- TRIM AS REQUIRED BOLTS _ A c Ug <br /> �rN TRIM AS REQUIRED FRAMES WITH #10 SCREWS @ 6 O.C. 1 "x1 " 20 GA. CEE FRAMES Z W O H <br /> 4'-0" MAX. SPACING <br /> 5„ t,, 13"x15" 20 GA. CEE FRAMES �"x6"" HARDIEPLANK STD. PANEL CLIP © 16" F- W o H <br /> 1s x64 HARDIEPLANK 4 8 6 4 <br /> LAP SIDING (BY OTHERS) 4'-0 MAX. SPACING LAP SIDING (BY OTHERS) (3) #12-24x12' TEK 3 PURLIN O.C., STAGGER EACH Z Z s t� <br /> N o #8x1$'x0.375" HO RIBBED SCREWS PER FRAME SIDE OF PURLIN (� co <br /> 0z � �. <br /> a_^ a <br /> CD 00 #8x18"x0.375" HD RIBBED a 2 LIJ z v • <br /> WAFER HEAD SCREWS @ 2=_1» PURLIN ' WAFER HEAD SCREWS 2'-9" <br /> 12" O.C. THROUGH TOP 12 O.C. THROUGH TOP U _ <br /> EDGE OF PLANK EDGE OF PLANK <br /> E o � � ox <br /> INSTALLATION PROCEDURE: „ m a c <br /> 2"x2"x 3,, ANGLE HOOK CLIP UNDER DECK RIB AND SLIDE IT SNUG TO THE 3 20 GA. <br /> T6 BEAM FLANGE AS SHOWN WITH BOLTS AS CLOSE TO BEAM DECK PANEL <br /> op co 1'-4" BRIDGING WEB AS POSSIBLE. TIGHTEN BOLT DOWN WITH HAND TOOLS <br /> 3" 20 GA. AND LOCK INTO PLACE WITH LOCKING NUT. (DO NOT OVER a <br /> DECK PANEL (TYP.) 3" 20 GA. TIGHTEN BOLT AS THIS WILL SPRING THE CLIP.) i a <br /> DECK PANEL WF PURLIN NOTE: IT IS IMPORTANT TO CHECK THAT ALL LOCKING <br /> TRIM PERIMETER GUTTER (3) #12-24x12" TEK 3 L TRIM PERIMETER GUTTER NUTS ARE SECURE. <br /> SCREWS PER FRAME <br /> TYPICAL SIDE FASCIA DETAIL 2 TYPICAL END FASCIA DETAIL � PURLIN BRIDGING DETAIL 4 BEAM LPURLIN/DECK CONNECTION DETAIL g o <br /> 1 ¢ <br /> N.T.S. D <br /> 3 4e"=1 -0 3/4"=1'-0" N.T.S. F <br /> w <br /> a � < <br /> LENGTH OF WELD = BEAM 22" > o <br /> } BEAM HEIGHT + 1" 3/16 STIFFENERS <br /> 6"x8" HAND HOLE WITH STANDARD HOLE GAGES (BOTH SIDES) BEAM I z o <br /> g"x7"x9" COVER PLATE FLANGE WIDTH HOLE GAGE (4) 34"O A307 BOLTS 1/6 16 a Q o <br /> WITH (4) #12-14x12"-g" 5" 4"5 " 2 " AT )ALL�PUROL N/BEAM 4„ O j j <br /> 7 BOLTS <br /> HWH TEK 5 SCREWS 6" - �j" 3�' _ _ _ _ _ STIFFENERS STEEL <br /> — ELECTRICAL CONDUITS) AS 8" - 16� 5j" 3/16 T&B D CONNECTIONS xz (BOTH SIDES) I I COLUMN <br /> REQUIRED EXIT ELEVATION D I I <br /> 1'-7" <br /> AND DIRECTION PER GENERAL I I N € <br /> + I I 1 � <br /> CONTRACTOR. COORDINATE 3" 20 GA. I 1/4 <br /> I W ¢ <br /> o I I WITH JIMCO. DECK PANEL i I 1/4 I z w of <br /> I a o ° 1 1 I O I N O 0vo <br /> TOP OF PAVING <br /> I I _ io of I I <br /> 12"4 MAX. F[I <br /> - I I 4"x12"x19" J <br /> Ld <br /> ft�¢ W ¢ 12"x12'x16 GA. ANGLE I I CAP PLATE 3° x 0 w ' U <br /> HOLES 1 1,-4» v1 2 HOLES FOR (4) 1q 4 _j > z <br /> COLUMN BASE PURLIN 1„ PURLIN F1554-55 ANCHOR RODS :USEB m _j co I- <br /> I I <br /> PLATE, ANCHOR GAGE 20 GA. COLLAR I I HSS 12 x12 x4 GAP 1"x PLATE <br /> Ld o <br /> 4 BASE PLATE o w Ll u <br /> RODS, AND FOOTING SECTION D—D HEAVY MASTIC COLUMN <br /> rYo <br /> < � <br /> 5 CONDUIT DETAIL 6 <br /> COLUMN BEAM CONNECTION DETAIL PURLIN SPLICE DETAIL BASE PLATE DETAILco <br /> 3/4"=1'-0" / N.T.S. N.T.S. clq <br /> o <br /> cn <br /> N.T.S. <br /> � a <br /> PURLIN <br /> is <br /> PURLIN FASCIA BEAM NOTES: <br /> FASCIA BEAM OWNER OPTIONS: and <br /> A. CONDUIT WITH PLAIN THREADED END FURNISHED AND N <br /> (CUSTOMER TO SELECT OPTION BELOW ND INFORM JIMCO OF INSTALLED BY JIMCO. ELECTRICAL WIRING AND HOOK-UP BY o o m uo <br /> DIRECTION OF DRAIN DISCHARGE AT LEAST TWO WEEKS PRIOR GENERAL CONTRACTOR. o <br /> TO SCHEDULED DELIVERY): --SEE NOTE B SEE NOTE A B. COUPLING AND CONDUIT TO CANOPY LIGHTS FURNISHED AND W ao��lY� v z� <br /> PERIMETER INSTALLED BY GENERAL CONTRACTOR. <br /> GUTTER COLUMN <br /> PERIMETER GUTTER 3 P.V.C. 1.) DRAIN ONTO ISLAND/PAVING INCLUDES DRAIN DEFLECTOR RIGID GALV. C. COUPLING AND CONDUIT TO POWER SUPPLY FURNISHED AND <br /> GUTTER LEADER COLUMN <br /> 2.) DRAIN ONTO PAVING THRU SIDE OF ISLAND FORM. CONDUIT INSTALLED BY GENERAL CONTRACTOR. <br /> 3.) DRAIN BELOW GROUND. GALV. SEAL OFF _ D. CUSTOMER TO INFORM JIMCO WHICH COLUMNS ARE TO RECIEVE m <br /> 20 GA. x 6" WIDE o CONDUITS AND WHICH DIRECTION CONDUITS ENTER COLUMNS a � <br /> C� Li <br /> GUTTER LEADER COVER NOTE: JIMCO SHALL FURNISH AND INSTALL CANOPY DRAINS, 6"x8" HAND HOLE WITH s"x7"x9" d Q BASE AT LEAST TWO WEEKS PRIOR TO SCHEDULED DELIVERY. 00 <br /> PERIMETER GUTTER 3" INTO 4" P.V.C. EXCEPT AS INDICATED IN NOTE 3 ABOVE. COVER PLATE WITH (4) #12-24x12"-8" <br /> HWH TEK 5 SCREWS s <br /> 22" x 4" CUT-OUT DEFLECTOR TOP OF PAVING OR ISLAND a N o <br /> @ SIDE OF GUTTER ISLAND w <br /> TOP OF PAVING OR ISLAND FOOTING <br /> SCUPPER COVER � I <br /> FOOTING v z <br /> SEE NOTE C SEE NOTE A z O <br /> _ z > w <br /> INTERNAL DRAIN DETAIL <br /> DN-T. LJ <br /> TYPICAL INTERNAL CONDUIT DETAIL ucr <br /> S. <br /> W Z <br /> Q <br /> N.T.S. N.T.S. r <br /> Of <br /> Z a- <br /> 0 <br /> a <br /> aLLJ <br /> 3 <br /> 2.5 2.5 18 GA. HAT RAFTERS W <br /> 48" O.C. MAX. 20 GA. GALV. 6x6 <br /> 1.5 1.5 HIP ANGLE FASTENED II (2) 4 A307 BOLTS IN o v 561 = <br /> TO HAT CHANNELS 11 VERTICALLY SLOTTED 1 <br /> 2"x2"x2" BENT 11 HOLES 1" LONG <br /> PLATE x 6" LONG MANSARD SUPPORT <br /> BEAM PR PLAN 3/16 <br /> (2) #12-14x7" HWH } <br /> TEK 4 SCREWS m <br /> m o m <br /> 12"x22 GA. HAT 14 GA. HAT 2 2Li <br /> Li <br /> 8 = �i U N LSI <br /> CHANNELS o M o <br /> HIP RAFTERj2.5 <br /> 2.5(2) #12-14x8' HWH4" SMEAR PLATE <br /> TEK 4 SCREWS 2 2 1 MANSARD SUPPORT JOB N0. <br /> BEAM PER PLAN <br /> W8x10 MANSARD 18- 1662R1 <br /> SUPPORT BEAM DWG. N0. <br /> CS3 <br /> AT RAFTER CONNECTION DETAIL 13 HIP ANGLE DETAIL l <br /> 14 BEAM CONNECTION DETAIL of 3 SHEETS <br /> N.T.S. <br /> E <br />