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HomeMy WebLinkAboutWWP2703627.10CONCRETE SPREAD FOOTING, 306 TYP BELOW SO 402 SPLIT -FACE W CMU WALL RMI BROKEN FACE EXTERIOR CMU WALL, TYP 9402 so 1'4' 2'-011 34.50' 6" CRUSHED SURFACING BASE COURSE COMPACTED TO FIRM AND UNYIELDING CONDITION. TYP BELOW ALL SLABS AND FOOTINGS. r' ^^r' PV ITI Mir' 30 SO l 11 PROOF ROLL NATIVE MATERIAL PRIOR TO STRUCTURAL FILL PLACEMENT, TYP %" ANCHORS (aD 32" O.C. FOR STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER MODIFIED PROCTOR. SECTION sa, tip„ ,,_n„ CMU CORNER (408RST, TYP TRUSS NOTES: j PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES AND OTHER FRAMING SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH ANSIITPI 1-1995 FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND A MAXIMUM TRUSS DEFLECTION OF 1". LOADING SHALL BE AS FOLLOWS: ROOF DEAD LOAD: TOTAL DEAD LOAD =12 PSF. INCLUDES: ROOFING: 1.5 PSF SHEATHING: 2.0 PSF TRUSSES: 2.0 PSF ASSUMED INSULATION: 0.5 PSF (1) LAYER OF Y2 INCH PLYWOOD: 3.0 PSF MISCELLANEOUS MECHANICAL: 3.0 PSF. SNOW LOADS = 25 PSF NOTE: i 1) SEE ELECTRICAL PLANS FOR UNDER/IN SLAB CONDUIT. i 2) GROUT CMU CELLS WHERE PANELS ARE ATTACHED. SEE ELECTRICAL PLANS FOR LOCATIONS. 2" THICK EXTRUDED POLYSTRENE INSULATION. FULL PERIMETER. TOP SHALL BE AT 3" BELOW FINISH GRADE, TYP. SPREAD FOOTING 306 so ALUMINUM GUTTER, TYP ALL AROUND FULL DEPTH VENTED EAVE BLOCKING, TYP 1Y32" THICK CDX OR BETTER APA RATED PLYWOOD WITH 8d NAILING @ 6" O.C. OVER WALLS AND AT PANEL EDGES, 12" O.C. FIELD 30 LB ROOFING FELT OVER PLYWOOD DECKING METAL ROOFING SYSTEM AND FLASHING SIMPSON A34 @ 24" O.C. BLOCKING TO TOP PLATE, TYP. RIDGE VENT AT PEAK AND HIPS TO PROVIDE MIN 10 SQ. IN, OF NET FREE VENTILATED AREA PER LINEAR FT. 502 so TRUSSES @ 2'-0" O.C. Y 2x HIP STEP TRUSSES AS NECESSARY I RAFTER, TYP -I 1'-011 f U OVERHANG / TYP SIMPSON H4 @ 24" O.C. TRUSS TO TOP PLATE, TYP EA END TRUSS. SIMPSON L50 @ 24" O.C. TRUSS TO TOP PLATE. TYP EA END TRUSS. co 0 w 2x HIP JACK @ 24" O.C. y N z m ix g W T a co z o N (11 O> _ £ 0 `. N Z O a- Z ROUTE DOWNSPOUT BACK Q TO BUILDING INSIDE OF czw ttww PROPOSED FENCED AREA. PROVIDE CONCRETE SPLASHBLOCK AT BASE, TYP W N ��l J V O O � � V W W W to 0 , 0 o a z O ± �gw X 0% DOOR AND FRAME SCHEDULE Door Frame i -� Exit Device No. Size ! Size Material I Material Required Width Height ! Width I Height D01 5'-0" 7'-2" ^ HM 54" 7'4" HM I YES VENTILATOR SCHEDULE NO. FLOW FLOWRATE BACKDRAFT DAMPER MANUFACTURER MODEL ACCESSORIES i EF-1 EXHAUST 410 SCFM YES ACME ENGINEERING F0098 BACK GUARD LOUVER AND DAMPER SCHEDULE NO. FLOW FLOW RATE (SCFM) MANUFACTURER DAMPER, LOUVER DIMENSIONS ACCESSORIES* NOTES LA-1 INTAKE 410 POTTORFF CD42, EFD-445 6 X 16 MOUNTING SLEEVE, MOTORIZED ACTUATOR DAMPER TO OPEN ON EF- 1 STARTUP LA-2 EXHAUST 410 POTTORFF CD42, EFD-445 16" X 16" MOUNTING SLEEVE GRAVITY DAMPER --------------- ' MOUNTING SLEEVES DEPTH SHOULD BE 18" MAX. fflffito RECORD DRAWING REVISED TO CONFORM TO CONSTRUCTION RECORDS RH2 &INEERING INC. 6ATE ti ow m � m' N O Z 0 U) Cr 0 0 J w w °0 Z O (n U Z 0 0 U) LLJU Z O 0 Q U > H C)W U W CC Of N O o z � o N N � ZO w W a 0 Z 0 Z co w � w Cr C-) FW-. F- 00 O M I a o N 0 CV co � O Q cc C W z O w o 2 W z W tL SCALE: SHOWN 0. r 2„ DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWG NO.: SHEET NO.: S01 10 L21 3 A o L, Cz G D = O o71 n C uz W m 70 O D I I D 0 I -0 00 o0 m� c � � W D Z M M cn m- 0 Nz z m I° I D M GD G ^Z^ 4J Z C M M I D T 0 M mO C o0 D c 0 C m n 3 � � < z D