Loading...
HomeMy WebLinkAboutGuard Shack Elevations V130 YR. ASPHALT SHINGLES (COLOR: BLACK) 1X8 FASCIA W/ 1X4 SHADOWBOARD -2X6 SUB-FASCIA (TYP.) 10:12 FYPON OUTLOOKER (#BKT18X18X3X1S) (TYP.) 3' - 0" STONE VENEER - "ELDORADO MOONLIGHT" (TYP.) BRICK CAP 2X6 W/ 1X6 PRIMED TRIM BACKER CONCRETE CAP 10:12 1X4 PRIMED TRIM 3' - 0" 4' - 0" 1' - 6" 1' - 6" BRICK SOLDIER COURSE BRICK SILL BRICK CAP CONCRETE CAP STONE AT BASE TO FOLLOW SLOPE OF CURB T.O. FND./GRADE 0" T.O. PLATE (SHACK) 9'-1 1/8" 3' - 0" ACCESS DOOR BEHIND DECORATIVE SHUTTERS 2.0 7 STONE AT BASE TO FOLLOW SLOPE OF CURB ACCESS R.O. 3' - 6" 3' - 0" ACCESS R.O. 2' - 0" (1) 2X4 W/ 3-1/2" RIPPED SOFFIT MATERIAL ATTACHED DIRECTLY TO SHEATHING ATTACH DECORATIVE SHUTTERS ON TOP OF SOFFIT MATERIAL GUARD SHACK RAISED PLANTER 12' - 0" 6'-0" 6'-0" 9' - 0". 2' - 0" 4' - 0" 10' - 0" 9' - 0". 2' - 0" 8' - 0" 2' - 0" 2' - 6" 7' - 0" 2' - 6" 1' - 0" 2' - 2" 5' - 8" 2' - 2" 1' - 0" 2X4 FRAMED WALLS W/ DF#2 STUDS AT 24" O.C. 5' - 3" 6" CURB GATE KEYPAD DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC ACCESS DOOR CONCRETE SLAB FOR KEYPAD (VERIFY W/ CONTRACTOR) 1 2 3 4 1 1 1 1 1 1 1 TRUSSES: PRE-ENGINEERED BY OTHERS AT 24" O.C., U.N.O. 16" OVERHANG, U.N.O. DECORATIVE FYPON OUTLOOKER (TYP.) ROOF OVERBUILD (TYP.) 1' - 4" 1' - 4" 10:12 10:12 10:12 10:12 10:12 10:1212 10: 10:12 10:12 10:12 10:12 10:12 4X8 HEADER - TIGHT TO PLATE 2X6 SUB-FASCIA (TYP.) 1' - 0" 2' - 0" 6' - 0" 2' - 0" 1' - 0" 9' - 0". 2' - 0" 4' - 0" 10' - 0" 9' - 0". 12' - 0" 9' - 0". 2' - 0" 4' - 0" 10' - 0" 9' - 0". 12' - 0" 2' - 0" 8' - 0" 2' - 0" 2' - 6" 7' - 0" 2' - 6" 5' - 3" 4" Ø SLEEVE AT T.O. FOOTING 6"X28" STEM WALL (TYP.) 14"X8" FOOTING (TYP.) 6" ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE-TREATED OR EQUIVALENT, PER CODE GRAVEL FILL CONCRETE HALF WALLS W/ CMU -T.O. CMU TO BE 36" HIGHER THAN T.O. FND. WALL CONCRETE COL'S W/ CMU - T.O. CMU TO BE 48" HIGHER THAN T.O. FND. WALL WATERPROOF INTERIOR SIDE OF PLANTER WALLS T.O. FOUNDATION WALL TO BE LEVEL W/ T.O. CURB TALLEST POINT ADJACENT TO STRUCTURE (TYP., SHACK ONLY) ANCHOR BOLTS 6" IN FROM CORNERS & 36" O.C. (WHERE SHOWN) 32"X32"X8" FOOTING W/ (3) #4 EA. WAY 6 2.0 TYP. 5 2.0 6" 5 1/2" 6" 7" SLOPE AT ALL SIDES EDGE OF CMU WALL PANEL FOR BACKLIGHTS TO SIGN POWER SOURCE LED CAN LIGHTS (IN SOFFIT) - PHOTO CELL OPERATION (TYP.) SHEARWALL SCHEDULE MARK SHEATHING 7/16" APA RATED OSB FASTENERS 16 GA. STAPLES EDGE NAILING FIELD NAILING 6" O.C. 12" O.C. ANCHOR BOLTS 1/2" DIA. X 10" ANCHOR BOLTS AT 36" O.C. -SEE FND. PLAN FOR LOC'S SHEARWALL TAG NOTATIONS 1. SHEATH ENTIRE WALL ABOVE AND BELOW WINDOWS/DOOR AS PER SHEARWALL DESIGNATION. 2. SHEARWALL SHEATHING IS CONTINUOUS BEHIND ADJACENT WALL FRAMING. 1 BLK'G PANEL EDGES. EQ. TYP. 6" EQ. 2X PRESSURE TREATED PLATE W/ 1/2" DIA. X 10" ANCHOR BOLTS -SEE PLAN FOR LOC'S 6" CONCRETE SLAB ON 6 MIL VAPOR BARRIER ON 4" COMPACTED GRAVEL BASE APPROVED MOISTURE BARRIER OVER 7/16" OSB SHEATHING 2X6 STUDS AT 16" O.C. (2) #4 HORIZONTAL REBAR IN TOP & BTM. OF STEM WALL VERTICAL #4 REBAR AT 48" ON CENTER -CENTER IN WALL & EXTEND INTO SLAB 24" MIN. 1' - 10" 6" (MIN.) 2' - 0" 6X6 W1.4/W1.4 REINFORCING - CENTERED IN SLAB 3" 1' - 2" 8" 2' - 4" 2' - 8" 8" 6' - 4" (3) #4 HORIZONTAL EACH WAY VERTICAL #5 FTG. DOWELS AT EA. CORNER (TYP.) #4 HOOP TIES AT TOP & BOTTOM EQ. 2' - 0" (TYP.) EQ. 8" CMU COL. -SOLID GROUTED (TYP.) T.O. FOUNDATION T.O. FOOTING T.O. COLUMN 2.0 7 STONE VENEER - 'ELDORADO MOONLIGHT' (TYP.) CONC. PIER -SEE PLAN FOR LOC'S CONC. CAP (SEE DETAIL) #5 VERTICAL W/ 24" MIN. LAP -MATCH FTG. DOWELS 2' - 4" 4' - 0" SHEET TITLE: SHEET NUMBER: DRAWN BY: PLOT DATE: PROJECT INFO: MSTR DATE: LOT: BLOCK: ALL WORK TO BE COMPLETED BY LICENSED CONTRACTORS USING THE BEST PRACTICES OF TRADE INVOLVED. CONTRACTOR(S) TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. ALL PLANS, DRAWINGS, AND DESIGNS ARE THE PROPERTY OF GUIDED LIGHT DRAFTING LLC AND SHALL NOT BE REPRODUCED OR COPIED WITHOUT WRITTEN CONSENT BY GUIDED LIGHT DRAFTING LLC. NOT FOR CONSTRUCTION PRELIMINARY! CONGER GROUP 4824 W. FAIRVIEW AVE. BOISE, ID. 83706 1817 N. LAKES. PLACE #100, MERIDIAN, ID 83646 (208) 939-1045 7/1/2021 9:00:35 AM CONST. PLANS - GUARD SHACK 2.0 RA EAST RIDGE SUBDIVISION #2 - GUARD SHACK & ENTRY GATE X X 1/4" = 1'-0" FRONT -GUARD SHACK 1 1/4" = 1'-0" RIGHT -GUARD SHACK 4 1/4" = 1'-0" LEFT -GUARD SHACK 2 1/4" = 1'-0" GUARD SHACK PLAN 8 1/4" = 1'-0" REAR -GUARD SHACK 3 1/4" = 1'-0" ROOF FRAMING PLAN 1/114" = 1'-0" FOUNDATION PLAN 10 1" = 1'-0" CONCRETE CAP DETAIL 7 1/4" = 1'-0" ELECTRICAL PLAN 9 3/4" = 1'-0" TYP. STEM WALL 6 3/4" = 1'-0" PLANTER COL. DETAIL 5 GUARD SHACK 80 SF 10/06/21 A-2021-0196