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G B D fl DESIGN GROUR, INC. 2 3 4 � A R C fl I T I C T U R I 22 -D I I N G I N G R I N G PARAPETS PA PETS �, PARAPE75 9806 Old Winery Place, Suite 1 lo'-o" Io'-o" Sacramento, California 95827 SIMPSON GM5TI4 STRAP 5IMP5ON GM5TI4 STRAP Tel 916.854.9901 Fax 916.854.9840 x 24'-0" LONG W/ 37-16d NAILS AT PARAPETS fScD AT PURLIN x 24'-0" LONG W/ 37-Ibd NAILS AT EACH END AND 16d NAILS 7YP 58.1 58.1 TO WALL, 7YP AT EACH END AND 1,6d NAILS AT 3 1/2" INTERMEDIATE AT 3 1/2" INTERMEDIATE QROFESS O \ \ O . y SMOKED VENT / YLIGH7 N E PER ARCH'L, 7YP a ROOF I=IAMING NOTES `�'' No. 034833 Exp. 9-30-03 I. SHEATH ENTIRE ROOF WITH A.P.A. RATED SHEATHING (ORIENTED STRAND BOARD OR PLYWOOD), 1/2" THICK (15/32" •Q .�� nj nj MINIMUM THIGKNE55 FOR PLYWOOD, 1/2" MINIMUM THIGKNE55 FOR ORIENTED STRAND BOARD), STRUCT. I, EXPOSURE I, q�°'•.0 1 V,��:.'` AT STRUTS „ „ SPAN RATING 32/1,6, 5 PLY. INSTALL SHEATHING WITH LONG DIMENSION PARALLEL TD J01575 AND STAGGER JOIN75 PER 7YP 58.1 Q SSI AT 57RU75 ROOF FRAMING PLAN. CA 4 TYP R��NS 2. OPEN WEB STEEL PURLINS AND GIRDERS SHALL BE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE Consultants STEEL JO157 INSTITUTE A5 MANUFACTURED BY VULGRAFT OR APPROVED EQUAL. o X �! t' 4 x,6 STRUTS AT �p O 0.,llN 2x6 #2 D.F. JOISTS AT 4 4 x ,6 57RU75 �' ROOF PURLIN AND GIRDERS SIZES SHOWN ON FRAMING PLAN ARE BASED ON THE FOLLOWING LOADING CONDITIONS: 8'-D" D.G. FOR FIRST ,gyp 2413 . DI-0 2'-0" O.G. IN 5IMP5ON AT 8'-0" O.G. 4 PURLIN BAYS 3� 'F' SERIES HANGER. 7YP FOR FIRST 4 THROUGHOUT U.N.O. PURLINS GIRDERS m v 5EE 57.5 FOR LOCATION 58.1 v m FURLIN BAYS DEAD LOAD: 15.0 P5F 17.0 P5F OF 3x ROOF JOIST AT P RLIN LIVE LOAD: 20.0 P5F (REDUCIBLE) 20.0 P5F (REDUCIBLE) E- 7YP I ~ AXIAL LOAD (TOP CHORD): ,6,6 KIPS (U.N.O.) ,64 KIPS N.N.0) NAILER ATOP NAILER ATOP UPLIFT: 128 PLF (NET) 240 PLF (NET) GIRDER 7YP SHEATHING GIRDER EXTEND FOR 4 6 COLUMN LAYOUT EXTEND FOR 4 AT GIRDER ROOF PURLIN AND GIRDER MANUFACTURER SHALL INCLUDE THE WEIGHT OF ANY MECHANICAL OR FIRE SPRINKLER LOADS PURL I N BAYS 58.1 BELOW, TYP PURL I N BAYS TYP IN THE ROOF PURLIN AND GIRDER DESIGN REFER TO THE DRAWINGS BY THE MECHANICAL DESIGNER AND FIRE I G 7YP AT - SPRINKLER DESIGNER FOR THESE LOADS. O __ __ __ 52 TTP 7N lib KIPS 52 TTP 7N I,b KIPS 52 TTP 7N 1;6 KIPS 52 TTP 7N I6 KIPS __ ___ _ 58.1 GIRDER TYP AT G C5) DESIGN OF PURLINS/GIRDERS THAT SUPPORT FIRE SPRINKLER LINES SHALL INCLUDE AT A MINIMUM AND IN ADDITION m GIRDER 58.1 m a_ A7 GOL 58.1 a_ TO OTHER LOADS THE WEIGHT OF A WATER FILLED PIPE ANDA 250 LBS POINT LOAD APPLIED A7 ANY FIRE 5PRINKLER SUPPORT POINT. NOTE POINT LOAD NEED NOT BE APPLIED SIMULTANEOUSLY AT ALL FIRE SPRINKLER 51MP5ON HDBA TMP �51MP5ON HDSA SUPPORT POINTS. WITH -7/5"0 ANCHOR u W/ 7/8"0 ANCHOR AT EACH STRUT, TYP U AT EACH STRUT 3. SUBMIT OPEN WEB STEEL PURLIN AND GIRDER SHOP DRAWINGS AND ENGINEERING CALCULATIONS TO GBDH DESIGN m __m 7YP GROUP, INC FOR REVIEW PRIOR TD INSTALLATION. ENGINEER OF RECORD SHALL REVIEW AND APPROVE THE DRAWINGS AND CALCULATIONS PRIOR TO SUBMITTAL TO BUILDING DEPARTMENT. SHOP DRAWINGS AND CALCULATIONS FOR ROOF 4 x ,5 LEDGER 4 x 8 LEDGER GIRDER AND PURLINS SHALL BE REVIEWED, STAMPED AND SIGNED BY THE PROJECT ENGINEER. SUCH 1200UMEN75 SHALL O O BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO INSTALLATION. X 4. PROVIDE LATERAL BRACING OF OPEN WEB STEEL PURLINS AND GIRDERS PER MFR's DESIGN AND LATEST S.J.I. i- Op>y p, 4 r DESIGN REQUIREMENTS. 245112 61-0 p.G•� x' m 5. FOR BOTTOM OF 5HEA7HIN6 AND ROOF NAILING DIAGRAMS 5EE: v v BUILDING ONE ......................... 57.5 a_ QBUILDING TWO ........................ 57,6 O O BUILDING THREE ......................... 57.7 BUILDING FOUR .......................... 57.8 I ,6. PURLINS 5HALL BE DESIGNED FOR MIN 300# POINT LOAD AT THE TOP CHORD BETWEEN PANEL POINTS IN ADDITION X. TO ALL OTHER LOADS. GIRDERS SHALL BE DESIGNED FOR 1000# POINT LOAD AT THE TOP CHORD BETWEEN PANEL POINTS / 1 O IN ADDITION TD ALL OTHER LOADS. [v] 7. POINT LOADS ON BOTTOM CHORDS OF PURLINS AND GIRDERS SHALL BE AT PANEL POINTS AND VERIFIED BY MFR. D AT PURLIN A AT PA RAPETS 8. CAMBER GIRDERS AND PURLINS PER RECOMMENDATIONS OF THE 57EEL JO157 INSTITUTE. .1 TO WALL, TYP 58.1 TYP 4. PURLINS SHALL HAVE 3" BEARING SEATS. GIRDERS SHALL HAVE,6" BEARING 5EA75. 10'-O" 58 10'-O" 10. GIRDERS WITH DEPTHS LESS THAN 7HE5E GALLED FOR ON THE DRAWINGS MAY BE 5U557171JTEP. FRAMING MEMBER DEPTHS SHOWN ARE THE MAXIMUM. ANY 5UB5TITUTION MUST BE APPROVED BY A GBDH ENGINEER. 01 PARAPET PARAPET 11. SLOPE ROOF FRAMING MEMBER BEARING 5EA75 TO MATCH ROOF SLOPE. 12. FOR TYPICAL FRAMING OF SKYLIGHTS/SMOKEVENTS SEE N/58.1. 22 '-O" W > 2 Q O � J Qz O � O A No. Revision Date ROOF FRAMING ALAN - BUILDING I SCALE: I/I,6"=I'-O" NORTH Client WOM sie Com any 1801 Tribute Road Sacramento, CA 95815 _ PH 916 923 4000 FX 916 923 4664 I _ Sheet Title BLDG 4 $LOG 3 BLDG 2 ROOF FRAMING $LOG I PLA N I BUILDING N 1 ' Date Project No. 03/06/03 MO1-2089 Drawn By Sheet No. BUILDING KE**-( FLAN RSG N.T.S. Checked By S7 DG •