Loading...
HomeMy WebLinkAbout37876-Z~ FLUOROFLEXT"' 2000 HI-RIB STEEL ~i Qs ©2x4 PURLINS @ 22" O.C. (N0.2 SPF) 1"HEAVY DUTY THERMAX INSULATION 2x4 BEV. PURLIN WIRE MESH FILLER STRIP T#178 2x6 BEV. FASCIA HEADLOK.19" x 6.0" FLATHEAD LAG SCREW 5" O.G. GUTTERS T# 144 & 146 FASCIA TRIM 24' 2090 S.C. TRUSS ~ Q®SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER (2J 1/2"x5 1/2" M. BOLTS & (4) 20d R.S. NAILS 1" HEAVY DUTY THERMAX INSULATION ® FLUOROFLEXTM 7000 HI-RIB STEEL 12'-0" GRADE TO HEEL 16" LOWEST MEMBER CUT-c (3) ROWS 2x4 NAILERS (2100 MSR SPF)Q 3-2x6 LAMINATED COLUMN 2x2 VERTICAL BLOCKING AT COLUMN LOCATION T# 167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR SPF) ~ FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 7/16" OSB PROTECTIVE LINERD T# 170 BASE TRIM (1) ROW 2x8 TREATED SPLASHBOARDO9 4" CONCRETE FLOOR• FINISH GRADE 4'-0" 16"O 4"MINIMUM COMPACTED GRANULAR BASE 218M (14 GA.) COLUMN STILT Qe 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTIONA SCALE: 1 /2" = 1'-0" o ,,, ~~ o ~ TRUSS IN COLUMN SADDLE LAMINATED COLUMN DESIGN AND EXPLANATORY NOTES 1.) FOOTINGS ARE DESIGNED FORA 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. 2.) CONCRETE FLOOR NOTES: a, 3500 PSI, 5 1 /2 BAG MIX CONCRETE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS 3-MEMBER LAMINATED COLUMN 1 1 /4"xl 1 /4"x 14 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH CORNER WITH (3~ ,148"0 x 2" STAINLESS NAILS. (12 TOTAL NAILS PER COLUMN) 14 GA. CHANNEL WITH 1/4"PLATED RIVET TO SUPPORT ANGLE UNDISTURBED SOIL STILT INSTALLATION I. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGERED HOLE. 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGERED FROM THE SITE. STILT ISOMETRIC +i~ +i~ ~\ ~\ -2x6 LAMINATED COLUMN 22 NAILS 8 NAILS 40 NAILS TOTAL INTERIOR EXTERIOR ~^ y /,. NAIL KEY ~ 0.148"x4"(20dl NAILS ' 0.131"x 3 1/2" HOT DIPPED GALVANRED (HDG) RING SHANK NAILS 3-2x6 COLUMN SPLICE FASTENING DETAIL seal E~ 1 n°= r-n" OFEICB CUTCHOGUE, NY JOB NO. 128-026300 W J J W w <Z L Q U Z O 0 O N 0 VY d_ ~ ~~ w O ~ Z w Z O ' ^ a v Z I 1 1 1 1 1 Z ~~ a 0 ~ h U~ ~ O Z o U~ o O zm O a ~Z I 1 1 t ~~ w a g ~~ J Z DRAWN BY: DB DATE: O7 /31 / 13 CHECKED BY: MURPHY DATE 02/12/13 REVISED DATE: - REVISED DATE.' - REV/SED DAlE: ---- REVISED DATE: ---- • q4 . hA L SGA "T'°~ A R' c ~*:~ _: E ~~ d nem 02. I~ • 13 SCALE; AS NOTED SHEET NO. S5 OE S7