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Elevations2' - 0"13' - 6"2' - 0"13' - 0"2' - 0"13' - 6"2' - 0" 48' - 0" 48' - 0" TAPERED COL. - TYP. OF (7) - SEE DETAIL SLAB16' - 6"33' - 0" SLAB 3' - 6"11' - 3"3' - 6"11' - 3"3' - 6" 3' - 6"12' - 0"3' - 6"11' - 6"3' - 6"12' - 0"3' - 6" 49' - 6" SLAB 1' - 0"15' - 6"15' - 0"15' - 6"1' - 0" 9' - 3"14' - 9"14' - 9"9' - 3"3' - 6"3' - 6"3' - 6"SLAB FLOOR: 4" STAMPED (SLATE PATTERN W/ COLOR = GRAY) CONC. SLAB ON 4" COMP. GRAVEL BACK FILL FOOTING - SEE DETAIL 3' - 6"/5 1.0 15' - 0"2' - 0"11' - 0"2' - 0"3' - 6"3' - 6"1' - 0"13' - 0"1' - 0"15' - 0"2' - 0"11' - 0"2' - 0"1' - 0"13' - 0"1' - 0"3' - 6"8' - 3"2' - 0"12' - 9"2' - 0"12' - 9"2' - 0"8' - 3" FRONT (HIGH SIDE) REAR (LOW SIDE) T.O. PLATE = 9'-3 13/16" (TYP. AT FRONT) T.O. PLATE = 9'-2 1/16" (TYP. AT FRONT) RAKE FRAME WALLS (TYP.) T.O. PLATE = 8'-2 13/16" (TYP. AT REAR) T.O. PLATE = 8'-1 1/8" (TYP. AT REAR) RAKE FRAME WALLS (TYP.) HTT4 HOLD-DOWN W/ 5/8" BOLT AT ALL (4) CORNERS (TYP. AT ALL COL'S)- SEE DETAIL TYP. 4 5/16"/5 1.0 /4 1.0 2X TREATED PLATE W/ 1/2" Ø ANCHOR BOLTS - (2) PER PLATE MIN. (TYP.) 7/16" OSB SHEATHING CULTURED STONE - 'ELDORADO MOONLIGHT' 7/16" OSB SHEATHING - CONT. BEHIND TAPERED WALL FRAMINGCOLUMN HEIGHT8' - 1 1/8"9"2' - 0"9" CONC. PIER4" CONC. SLAB ON 4" COMP. GRAVEL FILL 3' - 6" 54" x 54" x 9" FOOTING W/ (3) #4 HORIZ. EVENLY SPACED EA. WAY #4 FOOTING DOWELS AT EACH CORNER 6"3' - 6"6" 4' - 6" 2X4 'TIMBERSTRAND' FRAMING W/ TAPER CUT 3"9"5°.4' - 9 5/8"3' - 3 1/2"NOTE: -ALL (4) SIDES OF COLUMNS TO BE TAPERED. -SIMILAR AT (3) FRONT COLUMNS. 2X6 COLUMN FRAMING 3" #4 HOOP TIES AT TOP, MIDDLE, & BTM. ROOF JOISTS: 1-3/4"x11-7/8" LVL ROOF RAFTERS AT 24" O.C. W/ STANDING SEAM METAL ROOFING - COLOR = DK. GRAY (TYP.) SOFFIT: ENTIRE ROOF SOFFIT -MASONITE SOFFIT BD. TYP. 2' - 6"TYP.2' - 6"20' - 0"53' - 0" B2 8 1.0 5 1.0 1" / 12"FRONT (HIGH SIDE) REAR (LOW SIDE) B2 B2 SOFFIT PHOTO CELL & TIMER B3 B2 B4 STRUCTURAL SUB-FASCIA CONTINUOUS TO CORNER STRUCTURAL SUB-FASCIA CONTINUOUS TO CORNER B1B1B4B4 B4B4 B2 B4B4 B1B1 B1 B3 SOFFIT PHOTO CELL & TIMER (DN/RAKED) (DN) (DN/RAKED) (DN) (DN)(DN) (DN) NOTE: • ALL BEAMS ARE T.O. BEAM = T.O. JOISTS U.N.O. • T.O. BEAM = T.O. PLATE IF INDICATED W/ "(DN)". • PROVIDE (2) 2X6 (MIN.) AT BEAM SUPPORTS. • FASTEN ALL ROOF JOISTS TO SUPPORTING BEAMS W/ SIMPSON H2.5A TIES. R.JOIST LAYOUT 1' - 0"1' - 0" R.JOIST LAYOUT BM. LENGTH 10' - 7 1/2"OUT TO OUT5' - 2 3/4" (VERIFY)BM. LENGTH 10' - 7 1/2" 3 6 B12 4 2 5 1 1 1 7 3 2 4 4 4 3 3 3 6 242 5 1 1 1 32 4 43 7 8 8 9 9 (CONT.) 44 9 9 7 1.0 6 1.0 TYP. MAIN LEVEL 0' -0" T.O. PLATE -REAR 8' -1 1/8" T.O. PLATE -FRONT 9' -3 13/16"ROOF HEIGHT10' - 9 1/8"STANDING SEAM METAL ROOFING W/ METAL DRIP EDGE (TYP.) BEAM - SEE PLAN CULTURED STONE - 'ELDORADO MOONLIGHT' 1-3/4"X11-7/8" LVL STRUCTURAL FASCIA CONC. SLAB - SEE PLAN 1" 12" FRAMING NOTES: 1. 1-3/4"X11-7/8" LVL JOIST STRUCTURAL FASCIA - END-NAIL STRUCTURAL FASCIA TO LVL JOISTS W/ (6) 16d NAILS (TYP. U.N.O.). 2. FASTEN STRUCTURAL FASCIA TO SUPPORTING BEAM W/ (8) SDS25412 SCREWS ((2) ROWS OF (4)). 3. SIMPSON MST27 - STRAP BEAM TO SUPPORTING STUDS. 4. SIMPSON CMSTC16 - LOCATE AT TOP OF BEAM. LAP STRAP 24" MIN. AT ADJACENT BEAMS. CORNER CONDITION IS SIMILAR - BEND STRAP AROUND CORNER (MUST BE CONTINUOUS.) X 5. SIMPSON HUS412 HANGER. 6. INVERTED SIMPSON HUS412 HANGER - FASTEN SHORT CANTILEVERED BEAM TO PERPENDICULAR BEAM. 7. ALIGN LVL JOISTS FLUSH W/ EXTERIOR FACE OF COLUMN FRAMING - FASTEN LVL'S TO COLUMN TOP PLATE W/ SIMPSON A35 FRAMING ANCHOR. 8. PROVIDE METAL DRIP EDGE AT ROOF PERIMETER (TYP.). 9. PROVIDE 4" METAL "D-RINGS" MOUNTED TO CEILING AT INDICATED LOCATIONS (TYP.).1-3/4" MIN.PRESSURE TREATED SILL PLATE END OF WALL / INSIDE FACE OF STUDSANCHOR BOLT - SEE CALL-OUT HOLD-DOWN - SEE CALL-OUT PRESSURE TREATED SILL PLATE CONCRETE STEM WALL CONC. STEM WALL CONT. #4 BAR HORIZ. PLAN SECTION - EPOXY OPTION DETAIL SIMILAR WHERE FLOOR DECKING IS PRESENT WITHOUT RIM JOIST (MIN.) 4 5/16"E.Q.E.Q.5/8" DIAMETER THREADED ROD - EPOXIED INTO STEM W/ 10" (MIN.) EMBEDMENT HOLD-DOWN - SEE CALL-OUT 5" MAX.3" MIN.END OF WALL / INSIDE FACE OF STUDS1 5/16"# OF STUDS*1.5" HTT4 HOLD-DOWN W/ (18) 16d NAILS W/ SB5/8X24 ANCHOR BOLT - SEE FND. SHEET FOR LOCATIONS.MIN.10"(MIN.) 4 5/16" (4) SDS25312 SCREWS (SPACED EVENLY) 1-3/4"X11-7/8" LVL 1-3/4"X11-7/8" LVL (2) A34 FRAMING ANCHORS W/ #8 X1-1/2" WD. SCREWS 3-1/2"X11-7/8" LVL T.O. PLATE -REAR 8' -1 1/8" T.O. PLATE -FRONT 9' -3 13/16" 1" 12" TO COL. FRAMING 2' - 6" TO COL. FRAMING 2' - 6" 1-3/4"X11-7/8" FASCIA & ROOF JOISTS (TYP.) PROVIDE 11-7/8" I-JOIST BLOCKING AT EACH BAY W/ 8d NAILS AT 4" O.C. FROM ROOF SHT'G TO I-JOIST & (3) 16d NAILS FROM BLK'G TO BM BELOW. (AT BOTH ENDS.) BEAM - SEE PLANPROVIDE SIMPSON H2.5A TIES AT EA. ROOF JOIST TO BEAM BELOW BEAM - SEE PLAN PROVIDE SIMPSON H2.5A TIES AT EA. ROOF JOIST TO BEAM BELOW (6) 16d NAILS (SPACED EVENLY) 1-3/4"X11-7/8" LVL 1-3/4"X11-7/8" LVL A35 FRAMING ANCHOR W/ #8 X1-1/2" WD. SCREWS DESIGN CRITERIA: 2018 IBC GRAVITY LOADS: SEISMIC LOADS: WIND LOADS: BLD'G ANALYSIS: 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 OCCUPANCY GROUP CONSTRUCTION TYPE 25 PSF 17 PSF D 0.34 1.52 I 1.0 C 6.5 115 MPH 0.85 1.0 U IV 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 GROUP4824 W. FAIRVIEW AVE.BOISE, ID. 837061817 N. LAKES. PLACE #100, MERIDIAN, ID 83646 (208) 939-10457/1/2021 8:59:40 AM PARK RAMADA 1.0 RA EAST RIDGE SUBDIVISION PARK RAMADA X 1/4" = 1'-0"2 COLUMN LAY-OUT 3/4" = 1'-0"5 REAR TAPERED COLUMN 1 PERSPECTIVE 1/4" = 1'-0"9 FRAMING - ROOF PLAN BEAM SCHEDULE MARK TYPE COMMENTS QTY. B1 3 1/2" x 11 7/8" LVL T.O. BEAM = T.O. ROOF JOISTS 6 B2 (2) 1 3/4" x 11 7/8" LVL T.O. BEAM = BTM. OF ROOF JOISTS 5 B3 (3) 1 3/4" x 11 7/8" LVL T.O. BEAM = BTM. OF ROOF JOISTS 2 B4 (1) 1 3/4" x 11 7/8" LVL STRUCTURAL FASCIA 7 1/4" = 1'-0"3 SIDE ELEVATION 3/4" = 1'-0"4 HTT4 HOLD-DOWN 1" = 1'-0"6 LVL SUB-FASCIA ATTACH. 1 1/2" = 1'-0"8 ROOF JOIST SECTION 1" = 1'-0"7 LVL SUB-FASCIA ATTACH. 2 COVERED AREA 613 SF