|
CHAMFER, PER ARG�f'L TYP ANGLE
<br /> 5/1,6 TO EMBED
<br /> -- CHAMFER PER
<br /> 4 x 8 LEDGER ARCH'L, TYP
<br /> NOT SHOWN FOR P1)RLIN SEAT - -------____--
<br /> B D
<br /> CLARITY 1/4 3 1/2 70 ANGLE
<br /> 4x,6 NAILER WHERE
<br /> SEE FRAMING PLAN FOR PURLIN SPACING OCCURS SEE ROOF 2'-0"
<br /> I'2" x I'2" x 5/8" 8 I FRAMING PLAN
<br /> ROOF SHEATHING OPENPURLIE NAILER
<br /> EMBED PLATE, CENTERED i
<br /> AT EACH PURLIN: ROOF JOIST ANGLE 70 - ROOF SHEATHING D S I G N GROUP, INC.
<br /> 1 1/2 1/2 58.1
<br /> 1 210'1 EMBED, _
<br /> I" I" 58.1 -3x NAILER 1/4 3 SIDES
<br /> h AXIAL LOAD AT TOP
<br /> AXIAL LOAD AT TOP CHORD� + � � + + + + � + • • • —
<br /> OF PURLIN PER ROOF o AXIAL
<br /> OF GIRDER PER
<br /> \ FRAMING NOTES ® ® �. - - - ROOF FRAMING NOTES R �I I 1+ T R
<br /> L4 x,6 x 12 x 8" LONG LEG 2 - 3/4 BOLTS, TYP N G I N R I N G
<br /> a VERTICAL W/ I/2" STIFFENER - z 1/2" GAP PLATE— BOLTS PER
<br /> 4" CENTER AT PURLIN -
<br /> - - SLOPE TO MATCH GIRDER MFR
<br /> TY STIFFENER PL -� /2°
<br /> 314"0 HEADED STUDS 4x LEDGER PER PLAN W/ 4 ROOF SLOPE Q o STIFFENER 1/4" x 4" x,6"' PLATE EA 9806 Old Winery Place, Suite 1
<br /> (6 TOTAL) 7/8"(P BOLTS, Art'-O" MAX, w w 75 COL 70 a�. PER H/58.1 SIDE,2 PLACES PER Sacramento, California 95827
<br /> EMBED 1/`1 4 BOLTS MIN PER SECTION, A TOP PLA 1/4 -EYP PURLIN BAY (AT EACH Tel 916.854.9901 Fax 916.854.9840
<br /> OPEN WE$ PURLIN OPTION: 7/8"(D EPDXY ANCHORS EXPAN51ON I/4 BAY WITH NAILER)
<br /> (SLOPE PURLIN SEAT (LEDGER REO'D ONLY AT PARAPET)
<br /> ANCHOR PER M/58.1
<br /> #5 CONT AT S7UD, TYP 70 MATCH ROOF SLOPE) PURLIN W/3x
<br /> WHERE PURLINS OCCUR AT PANEL NAILER 4" EMBED OFESS/
<br /> BOTTOM CHORD BRACING JOINT,USE L4 x,6 x I x 2'-0" W/ GONG WALL 3/4" STABILIZER PLATE, DO OPEN WEB GIRDER PER QR.•,,,,,, Or��
<br /> PER MFR, 7YP 3 - 7/8"O x,b" THREADED RODS IN PANEL NOT WELD BOTTOM CHORDS TO PLATE ROOF FRAMING PLAN ���`�� 0`l A' N�%rrij•..F,y
<br /> DRILLED EPDXY GROUTED HOLES IN HORIZ -�.�P : •��
<br /> SLOTTED\HOLES ON ONE SIDE WELD TO 1/4 3 w
<br /> EMBED ON OTHER SIDE, 7YP
<br /> I/2
<br /> I/2" THICK No. C34833
<br /> * Exp. 9-30-03
<br /> STEEL PLATE •*
<br /> PANEL JOINT
<br /> WHERE OCCURS TS COLUMN q�F''•C/V,��:••''p��
<br /> FURL I N 70 71L7-VF AALL LEDGER A7 FURL I N5 &I I;?DER 70 END COLUMN
<br /> �Pj,l SECTION SCALE: 3/4"=I'-O" ELEVATION SCALE: 3/4"=I'-O" rj81 SECTION SCALE: 3/4"=I'-O"
<br /> Consultants
<br /> ANGLE
<br /> 5/1,6 r0 EMBED
<br /> I'2" x 1'--211 x 5/8"
<br /> EMBED LOCATE AS SHOWN PURLIN SEAT
<br /> 4 x NAILER FLUSH WITH 1/4 3 1/2 70 ANGLE
<br /> BOTH PANEL FACES W/
<br /> 7/8"(P x 10" LONG BOLTS 3x WOOD NAILER, SAME WIDTH AS TOP CHORD OF ROOF SHEATHING
<br /> A72'-O" O.G., COUNTERSINK ROOF SHEATHING PURLIN WI7H2 ROWS OF 14 GA2" LONG WOOD
<br /> 11
<br /> HEADS 1112", TYP ROOF JOIST ROOF SHEATHING NAILING: SEE SCREWS AT 2' b" O.G., STAGGERED GAGE, TYP I/4 3
<br /> 58.1 SIM 3x NAILER A NAILING DIAGRAM
<br /> L—ROO
<br /> F SHEATHING WOOD NAILER 4�� 4�� I/4" x 4" WIDE TIE PLATE
<br /> I" " " I" PER F/58.1
<br /> z AXIAL LOAD AT TOP CHORD WOOD NAILER 3/16 4 TMP
<br /> NIN OF PURL I N PER ROOF
<br /> m \ FRAMING NOTES ,6 x 4 x 1/4" PLATE EA 1
<br /> 51DE W/2 - 3/4"(P BOLT. OWN WEB GIRDER OPEN WEB PURLINS
<br /> 4„ ANGLE SEAT LOCATE-2PERPURLIN BAY 2 x JOISTS WITH 51MP "F"
<br /> PER A/58.1 A SERIES HANGER
<br /> ROOF SHEATHING Ibd COMMON NAILS
<br /> I/2" PER PURLIN MFR �� PURLIN SEAT
<br /> 3/4"0 HEADED STUDS EMBED NAILER
<br /> = OPEN WEB PURLIN 1/4 3 TO GIRDER, TYP
<br /> ( TOTAL)
<br /> OPEN WEB PURLIN • • TOP CHORD OPEN WE$
<br /> #5 CONT AT STUD, TYP (SLOPE PURLIN SEAT - PURLIN BRACE ANGLE OF GIRDER
<br /> TO MATCH ROOF SLOPE) BY PURLIN MFR STEEL GIRDER
<br /> SECTION A - A
<br /> WELDED BRACE
<br /> BY GIRDER MFR
<br /> FURL I N 70 TILT-JF AALL NAILER A7 G 1 I OER JO 157 70 FURL I N FURL IN 70 61 IZDER
<br /> 58.I 5EC71ON SCALE: 314"=I'-O" 58.I SECTION SCALE: 314"=I'-O" S8.I 5EC71ON SCALE: 314"=I'-O" 58.I 5EC71ON SCALE: 314"=I'-O"
<br /> W
<br /> KNIFE PLATE v J
<br /> GRID TIE PL PER 6/58.1 GRID WHERE OCCURS
<br /> OPEN WEB PURLIN 58.1 WOOD NAILER PER F/58.1
<br /> CHAMFER, PER ARGH'L TYP CHAMFER, PER ARGH'L TYP
<br /> I" MAX ROOF SHEATHING
<br /> ROOF SHEATHING SEPARAT N KNIFE PLATE TO GIRDER TYP BOUNDARY NAILING BOUNDARY NAILING ~;
<br /> I/4 8 TOP CHORD, TYP WOOD NAILER I/4 3 PURLINS CONCRETE a CONCRETE
<br /> WALL PANELa' WALL PANEL a'
<br /> 51/2" x I'-4" x 7/8" PER F/58.1 .7 51MP5 .ON ANCHOR To STRUT ON p SIMPSON ANCHOR 70 STRUT ON
<br /> THICK, (MIN) VERIFY 1 7/8"O BOLT SIMPSON 'F' SERIES HANGERS. 7/8"0 BOLT SIMP50N 'F' SERIES HANGERS.
<br /> THICKNESS WITH GIRDER SEE ROOF FRAMING PLAN. SEE ROOF FRAMING PLAN.
<br /> BEARING DEPTH AT GIRDERS OPTION: 7/8"(P BOLT OPTION: 7/8"(P BOLT
<br /> MFR KNIFE PL CENTERED ANCHORS MUST BE INSTALLED ANCHORS MUST BE INSTALLED
<br /> PER ROOF FRAMING NOTES, 7YP OPEN WEB PURLIN WITH EPDXY FLAT AND TIGHT. NO KINKS, BENDS, A17H EPDXY FLAT AND TIGHT. NO KINKS, BENDS,
<br /> ON COLUMN - - - 1/2 MIN ,6" MIN ,6" MIN
<br /> OPEN WEB GIRDER WHERE OCCURS / OR SLACK ALLOWED OR SLACK ALLOWED ?
<br /> I - #5 CONT BAR EMBE I - #5 GON7 BAR EM5E �+
<br /> 4 - 3/4" BOLTS AT OPEN WEB GIRDER, SLOPE ROOF SHEATHING ROOF SHEATHING 1-10
<br /> Z
<br /> 5" GAGE SEAT 70 MATCH ROOF �/
<br /> Q
<br /> ►/2" 12" Q
<br /> MI MIN
<br /> 3/8" STIFFENER PLATE TYP STIFFENER PLATE GAP PLATE
<br /> CENTERED ON GAP PLATE I I/2" '
<br /> TMP loll'o I/4 _ I" MAX I" MAXU
<br /> 0 0
<br /> I I I
<br /> a Q 2
<br /> 5/8„ GAP PLATE 75 GOL a STRUT a STRUT 2
<br /> I I V4 ro GAP I STABILIZER PLATE 7/5"(P BOLT Are'-o” O.C. -7/6"0 BOLT AT I'-o" O.C. „ MI
<br /> _ PLATE ALlOPTION: 7/8"4) EXPAN51ON 6" MIN ROOF JOISTS BEYOND ON OR 1"0 BOLT AT2'-O" O.G. ROOF J015T5 BEYOND ON
<br /> 0 cm ANCHOR AT 2'-O" O.G. EMBED OPTION: 7/8"(P EXPANSION U
<br /> Z:pl :1 1 51MP50N 'F' SERIES HANGERS; BEYOND EMBED SIMPSON 'F' SERIES HANGERS BEYOND O
<br /> 0
<br /> 00. b" x b" x 3/4° 3 4" STABILIZER (BOLT SHALL BE AT LEAST o ANCHOR AT 1'-0" O.G. OR 1"0 Z
<br /> 75 COLUMN STABILIZER PLATE 7YP 6 x 6 x / 6" FROM PANEL EDGE) a EXPANSION ANCHOR AT 1'-0" O.G. a ��
<br /> PL W/ 13/1,6"0 HOLE, TYP 4 x LEDGER, SEE ROOF 4 x LEDGER, SEE ROOF o
<br /> W/ HOLE AT PURLINS TO COLUMNS FRAMING PLAN (BO FROM PANEL EDG SHALL BE AT EA57
<br /> NOTE: Do NOT WELD BOTTOM FRAMING PLAN
<br /> 1 1 CHORD TO STABILIZER PLATE No. Revision Date
<br /> NOTE: IF STRUT OCCURS AT NOTE: IF STRUT OCCURS AT
<br /> NOTE: Do NOT WELD A GIRDER AND OR PANEL JOINT A GIRDER AND OR PANEL JOINT
<br /> 1/4 3 TYP BOTTOM CHORD 70 - USE ONE STRUT AT EA 51DE OF GIRDER - 05E ONE STRUT AT EA 51DE OF GIRDER
<br /> STABILIZER PLATE OR PANEL JOINT OR PANEL JOINT
<br /> # GOUMN A7 G 1 ROER J FURL IN 70 61 Izl;)ER A7 GOUMN rK_) !57RV7!5 ANO J01575 70 LE1�)(5ER- BL065 I - 5 rL_ 57RJ75 AND J01575 70 LEOGER-BLDG 4
<br /> 5EC71ON SCALE: 3/4"=1'-O" �a-
<br /> 5EC71ON SCALE: 3/4"=1'-O" �a-
<br /> SECTION NO SCALE SECTION NO SCALE
<br /> ROOF FRAMING J015T ALIGNED PROVIDE BOUNDARY NAILING
<br /> WITH 4x MEMBER AT SKYLIGHT AT PERIMETER OF SKYLIGHTS
<br /> USE MIN OF-2 x 4. UNLESS AND ALONG ROOF JOISTS
<br /> NOTED ELSEWHERE, PER NAILING TYP PURLIN SPACING ADJACENT TO SKYLIGHT
<br /> GRID DIAGRAMS ON 57.5-57.8. 8'-0" MAXIMUM FRAMING
<br /> WOOD NAILER
<br /> ROOF SHEATHING Client
<br /> -�� Massie
<br /> OPEN WE$ GC®manIRDER P Y
<br /> BEARING DEPTH AT GIRDERS OPEN WEB PURLIN
<br /> I/2" I/2" PER ROOF FRAMING NOTES, TYP 1801 Tribute Road
<br /> MI _MIN Sacramento, CA 95815
<br /> SKYLIG PENING PH 916 923 4000
<br /> STIFFENER PLATE _ - GAP PLATE SIMP L573,6 WITH FX 916 923 4664
<br /> ry w EQ TYP GTR NAILS,
<br /> RAP
<br /> _ ON PURLIN
<br /> Sheet Title
<br /> 3/4"(P EXPANSION
<br /> MIN 1 M u ANCHOR (2 TOTAL) ROOF FRAMING
<br /> 1 DETAILS
<br /> STEEL COLUMN T5 COL TOROOF
<br /> 1/4 PLATE, TYP DETAIL NOTES PER PLANA7HIN6
<br /> I. DO NOT DAMAGE NOR CUT ROOF STRUTS OR STRAPS AT OR NEAR ENDS OF WALLS. ROOF
<br /> STABILIZER PLATE STRUT AND STRAP LOCATIONS ARE PER ROOF FRAMIN65 PLAN ON 57.1-57.4 4 x,6 W/ 51MP50N
<br /> HANGERS, 7YP
<br /> 2. GENERAL CONTRACTOR 5HALL FOLLOW 0.5.H.A. REOUIREMEN75 FOR ROOF DECK OPENINGS Date Project No.
<br /> OR INSTALL THE DECK CONTINUOUSLY OVER THE OPENING AND GUT OUT THE DECK AT THE
<br /> OPENING IMMEDIATELY PRIOR 70 PLACING THE EQUIPMENT OVER THE OPENING 03/06/03 MO1-2089
<br /> Drawn By Sheet No.
<br /> M &I DER 70 END GOLIUMN A7 AALL N FRAMING A7 51GYL 1(5H7/5M0KEVEN7 OPENING RSG
<br /> �>8 1 SECTION SCALE: 3/4"=1'-O" PLAN SCALE: 3/8"=1'-O"
<br /> Checked By
<br /> DG S8s ]
<br />
|