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HomeMy WebLinkAboutElevations V120' - 0" 12' - 0" 20' - 0" 3' - 0" 3' - 0" 9' - 0" 3' - 0" 9' - 0" 24' - 0" 9' - 0". 10' - 0" 6' - 0" 9' - 0". 3' - 0" 5' - 0" 3' - 0" 3' - 0" 5' - 0" 3' - 0" 6" 3' - 0" 5' - 0" 3' - 0" 6" 2' - 0" 8' - 0" 2' - 0" 6" RAISED CURB (TYP.) GUARD SHACK ENTRANCE GATE EXIT GATE PLANTER WALLS 20' - 0". 12' - 0" 20' - 0". DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC ENTRANCE COLUMNS (TYP.) ELEC. - LOC. BY OTHERS & LOCAL CODES KEYPAD LOCATION 26' - 0" 26' - 0" S. BOCA LANE ENTRANCE COLUMNS (TYP.) COMMON LOT COMMON LOT ELEC. - LOC. BY OTHERS & LOCAL CODES ENTRANCE COLUMNS (TYP.) EQ EQ DESIGN CRITERIA: 2018 IBC GRAVITY LOADS: SEISMIC LOADS: WIND LOADS: ROOF SNOW LOAD ROOF DEAD LOAD SOIL SITE CLASS SHORT TERM SPECTRAL RESPONSE, Ss SITE COEFFICIENT, Fa DESIGN SPECTRAL RESPONSE, Sds SEISMIC IMPORTANCE FACTOR SEISMIC DESIGN CATEGORY RESPONSE MODIFICATION COEFFICIENT, R EXPOSURE B BASIC WIND SPEED GUST FACTOR, Kd IMPORTANCE FACTOR 25 PSF 17 PSF D 30 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 0.34 1.52 I 1.0 C 6.5 115 MPH 0.85 1.0 2 1.0 CURB HEIGHTS MUST BE AT SAME ELEVATION (PER GATE SYSTEM) FOOTINGS/FOUNDATIONS MUST BE AT SAME ELEVATION (PER GATE SYSTEM) CONCRETE CAP (TYP.) 2.0 7 CURB HEIGHTS MUST BE AT SAME ELEVATION (PER GATE SYSTEM) FOOTINGS/FOUNDATIONS MUST BE AT SAME ELEVATION (PER GATE SYSTEM) 8'-4" X 5'-6" X 10" GATE COL. FOOTINGS W/ #4 AT 9" O.C. EA. WAY 8'-4" X 5'-6" X 10" GATE COL. FOOTINGS W/ #4 AT 9" O.C. EA. WAY ENTRY GATE (COLOR: BRONZE) TYP. 6' - 0" TYP. 3' - 0" TYP. 10" TYP. 5' - 6" LIGHTS (TYP.) - PER CONTRACTOR 3' - 0" COLUMN TO COLUMN 3' - 0" 21' - 0" COLUMN TO COLUMN 3' - 0" 5' - 0" COLUMN TO COLUMN 3' - 0" 21' - 0" TYP. 5' - 6" ENTRY GATE (COLOR: BRONZE) 6" 3' - 0" 5' - 6" 6" 1' - 1" 1' - 1" 9" 6"X6"X1/4" STEEL TUBE POST BY OTHERS 1' - 2" 6" CONC. CURB SET POST 14" BEHIND FRONT EDGE OF CURB 2"X4"X1/4" HINGE STANCHION 3' - 0" 8" CMU WALL 2"X4"X1/4" HINGE STANCHION *VERIFY W/ GATE MANUFACTURER & GATE INSTALLER T.O. FND./GRADE 0" T.O. COLUMNS 6'-0" T.O. FOOTING 2 -3'-0" CMU WALLS STONE VENEER - 'ELDORADO MOONLIGHT' (TYP.) CONCRETE CAP (SLOPE FROM CENTER TO OUTSIDE EDGES) T.O. FOUNDATION AT LOWEST POINT OF ADJACENT CURB (TYP., ALL COLUMNS) 10" 3' - 0" 6' - 0" GATE CONTROLLER SOLID POUR FOUNDATION DIRECTION OF TRAFFIC GATE MOUNTING METAL POST 1' - 0" 6' - 4" 1' - 0" BOND BEAM W/ (2) #4 HORIZ. AT 48" O.C. MAX. 8" CMU WALL - SOLID GROUTED (TYP.) #4 HOOP TIES AT 18" O.C. (TYP.) 3" CLEAR FOOTING - #4 BARS EA. WAY AT 9" O.C. #5 FOOTING DOWELS AT EA. CORNER EXTEND 33" MIN. ABOVE T.O. FTG. #5 FOOTING DOWELS AT EA. CORNER - EXTEND 64" MIN. ABOVE T.O. FTG. #5 AT 16" O.C. - MATCH FTG. DOWELS W/ 24" MIN. LAP 2.0 7 2 1.0 3' DEEP SOLID-POUR FOUNDATION (POUR LEVEL OFF LOWEST POINT OF CURB) W/ 8" DEEP FOOTING CMU WALL W/ STONE VENEER ON TOP OF FOUNDATION WALL FOOTING 8' - 4" 3' - 0" 3' - 0" 3' - 0" CURB GATE DIRECTION OF TRAFFIC GATE MOUNTING POST (SET IN FOUNDATION) SOLID POUR CELLS OF CMU WALL (THIS SIDE) FOOTING 5' - 6" ELEC. - LOC. BY OTHERS & LOCAL CODES DRAWING INDEX 1.0 SITE & GATE PLANS 2.0 CONST. PLANS - GUARD SHACK N 1" = 10'-0" SITE PLAN 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 9:00:32 AM SITE & GATE PLANS 1.0 RA EAST RIDGE SUBDIVISION #2 - GUARD SHACK & ENTRY GATE X X 1/4" = 1'-0" GATE ELEVATION 1 3/8" = 1'-0" GATE MOUNTING POST 3/8" = 1'-0" 3 GATE COL. SECTION 2 3/8" = 1'-0" GATE COL. PLAN 4 GUARD SHACK 80 SF 10/06/21 A-2021-0196