NOT FOR CONSTRUCTION SHEET #: FRONT VIEW SIDE VIEW REAR VIEW CUSTOM DESIGNED FOR:

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1 1 EXISTING HOUSE & GARAGE PROPOSED ADDITION SHEET INDEX 1-COVER SHEET 2-SETBACK PLAN 3-ELEVATIONS 4-FOUNDATION PLAN 5-FLOOR PLAN 6-FRAMING 7-SECTIONS 8-SECTIONS FRONT VIEW NOTE: RENDERINGS ARE CONCEPTUAL ONLY THEY ARE INTENDED TO PROVIDE A VISUAL AID USE SCALE PAGES ONLY FOR CONSTRUCTION SIDE VIEW REAR VIEW

2 2 N 27.19' EXISTING HOUSE 16.00' 50.72' PROPOSED ADDITION 35.00' 15.00' SET BACK PLAN SCALE: 1"=40'-0" NOTE: THIS IS NOT AN ACTUAL SURVEY ' LANDS OF XXXXXXXXXXXXXX XXXXXXXXXXX AREA = 87521SF + 2 Acres 15.00' '

3 12 8+ MATCH EXISTING ARCHITECTURAL ROOF SHINGLES TO MATCH EXISTING 6" ALUMINUM FASCIA HATCHED AREAS ARE EXISTING RIDGE VENT MATCH EXISTING VINYL SHAKE SIDING ALUMINUM TRIM HORIZ. VINYL SIDING VINYL CORNERS FAUX STONE (MATCH EXISTING MATERIALS) 3 EXISTING PROPOSED FRONT ELEVATION SCALE: 1/8" = 1'-0" SIDE ELEVATION REAR ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"

4 TA BLE R301.2(1) CLIMA TIC A ND GEOGRA PHIC DESIGN CRITERIA GROUND SNOW WIND SPEED d (mph) SEISMIC DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER UNDERLAYMENT LOAD i CATEGORY e Frost line REQUIRED g Weatheringa depthb Termitec 50#/SF ADDITIONAL NOTES FLOOR LIVE LOAD = 40#/SF FLOOR DEAD LOAD = 15#/SF ROOF DEAD LOAD = 15#/SF MINIMUM SOIL BEARING CAPACITY = 2000 PSF 90 B SEVERE 48" SLIGHT TO MODERATE YES NO R310.2 Window wells. The minimum horizontal area of the window well shall be 9 square feet (0.9 m2), with a minimum horizontal projection and width of 36 inches (914 mm). The area of the window well shall allow the emergency escape and rescue opening to be fully opened. R310.5 Emergency escape windows under decks and porches. Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency escape window to be fully opened and provides a path not less than 36 inches (914 mm) in height to a yard or court. 2 0" 7 9" 7 9" 6" EXISTING ESCAPE WELL FLOOD HAZARDS f DROPPED GIRDER ABV. (3) 2X10 SYP#2 TREATED PROVIDE RETAINING AT ESCAPE WELL PERIMETER EXTENSION OF ESCAPE WELL MAINTAIN 36" HEADROOM MINIMUM BELOW ADDITION FLOOR SYSTEM TECHNO POST FOUNDATION SYSTEM (8) TOTAL 4 0" 4 4" 6" 12 4" 13 4" 4 2X10 SPF#2 16" O.C. ABOVE DROPPED GIRDER ABV. (3) 2X10 SYP#2 TREATED 6" 12 4" 6" LINE OF FAUX STONE SKIRTING 6" 2 2" 6" 2 8" TECHNO POST DETAIL 2 1 1/4" 13 4" 2 6 3/4" FOUNDATION PLAN

5 GENERAL NOTES ALL DIMENSIONS ARE STUD TO STUD WALL STUDS SHALL BE SPF STUD GRADE MIN. WALL PLATES SHALL BE SPF #2 OR BETTER USE (2) 2X6 JACK STUDS AT ALL OPENINGS FIREBLOCK ALL WALLS OVER 10 LVL MATERIAL SHALL BE 2600fb 1.9E MINIMUM WALLS WITH RAFTERS BEARING SHALL BE DBL. TOP PLATED NAILING SCHEDULE Table R602.3(1) Top plate to stud (end nail) d Stud to sole plate (end nail) d Stud to sole plate (toe nail)...3-8d or 2 16d Double top 24"oc Dbl top plate lap splice d Top plate laps (intersection) d Sole plate to joist or 16"oc Ceiling joist to top plate (toe nail)...3-8d Ceiling joist over partition d Ceiling joist to parallel rafter d Rafter to top plate (toe nail) d 1x brace to stud/plate...2-8d Joist to sill plate (toe nail)...3-8d Rafter to ridge, hip or valley (t.n.) d Rafter to ridge, hip or valley (e.n.) d Rafter ties to rafters...3-8d Subfloor to floor 6"oc edge, 12"oc field Wall sheathing to 6"oc edge, 12"oc field Roof sheathing to 6"oc edge, 12"oc field WINDOW AND DOOR SPECIFICATIONS WINDOW DESIGNATIONS ARE ANDERSEN AS FOLLOWS CX25 DBL CASEMENT R.O. =5 3 1/4" x 5 0 3/8" GLASS AREA = 20.7 SF VENT = 19.3 SF (EGRESS) CX24 DBL CASEMENT R.O. = 5 3 1/4" X 4 0 3/8" GLASS AREA = 16.3 SF VENT = 15.1 SF CIR30 FULL ROUND R.O. = 3 0 1/2" X 3 0 1/2" GLASS AREA = 6.2 SF CTW34 HALF ROUND R.O. = 3 6 1/8" X /4" GLASS AREA = 5.4 SF PUBLISHED U VALUES ARE.29; SHGC.32 (WORST UNIT) 8% REQUIRED NATURAL LIGHT = 22 SF NATURAL LIGHT AS SHOWN = 48.6 SF 4% REQUIRED NATURAL VENT= 11 SF NATURAL VENTAS SHOWN = 34.4 SF INTERIOR POCKET DOOR DBL 2668 R.O. = 5 2 1/2" X 7 0 1/2" (VERIFY WITH MFGR) NOTE: HEADER WINDOW HEIGHTS ARE AS FOLLOWS: CX25 ALIGN WINDOW BOTTOM WITH ADJACENT WINDOW ON EXISTING HOUSE CX24 MATCH CX25 HEADER HEIGHT CIR30 CENTER OPENING SO ALUMINUM TRIM BETWEEN SHAKES AND HORIZ. SIDING IS CENTERED ON WINDOW CNT34 POSITION WINDOW SO BOTTOM FINISHES TO ALUMINUM SIDING BREAK TRIM (3) 1.75" X 9.25" LVL HEADER ABOVE SUPPORTED ON 2 2X6 JACK STUDS EACH SIDE 5068 POCKET DR. SD CO EXISTING BUILDING (HATCHED AREA) CX24 2 2X10 SPF#2 HEADER ABV. DIRECT VENT GAS FIREPLACE 18" DEEP NON COMBUSTABLE HEARTH SEE ROOF FRAMING PLAN FOR ROOF BEAM SIZES AND LOCATIONS SMOKE DETECTOR WIRED DIRECT CO DETECTOR WIRED DIRECT PROPOSED DEN (CATHEDERAL CEILING) 3 2X12 SPF#2 HEADERS ABV. CX25 MEETS EGRESS CTN 34 HALF ROUND ABV 18 0" 9 2 3/4" BUILT INS 2 0" 2 1 1/4" 13 4" 2 6 3/4" FLOOR PLAN A 7 BUILT INS B 8 CIR X10 SPF#2 HEADER ABV. 13 4" 2 8" 16 0" 5

6 DBL 2X10 16" O.C. DROPPED GIRDER BELOW DBL 2 8" (3) 1.75" X 9.25" LVL FLUSH BEAM 16 0" 13 4" LAYOUT 16" O.C. 2x10 BOX 2x10 BOX 2x10 BOX (2) 1.75" X 9.25" LVL FLUSH BEAM 2 1 1/4" 13 4" 2 6 3/4" 18 0" FLOOR FRAMING PLAN 2X10 SPF 16" O.C. 3/4" FLOOR SHEATHING; T&G GLUED/NAILED 2 8" 13 4" 1 0" 16 0" 1 0" 2X6 SUBFASCIA 2X6 SUBFASCIA 2X6 SUBFASCIA 2X6 RAKE LADDER 2X10 24" O.C. (2) 1.75" X 16" LVL RIDGE (2) 2X10 SPF#2 VALLEY (2) 1.75" X 16" LVL RIDGE 2X6 RAKE LADDER 2 1 1/4" 13 4" 2 6 3/4" 18 0" 1 0" ALIGN NEW ROOF OVERHANG WITH EXISTING SIMPSON HU 416 FACE MOUNT HANGER OR EQUAL WALLS BELOW ROOF FRAMING PLAN 2X10 SPF 24" O.C. 5/8" ROOF SHEATHING WITH H CLIPS OR T&G 6 PROVIDE 3 2X6 SPF#2 POST FROM BOTTOM OF BEAM TO HEADERS BELOW

7 TABLE INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a WOOD CLIMATE ZONE FENESTRATION U-FACTOR b SKYLIGHT b U-FACTOR CEILING FRAME WALL f MASS WALL g FLOOR BASEMENTc WALL SLABd & DEPTH CRAWL SPACEc WALL /10g / 13c 10, 2 ftd 10 / 13c or 13+5f 13/17g 30e 10 / 13c 10, 2 ftd 10 / 13c or 13+5f 15/19g 30e 15 / 19c 10, 4 ftd 10 / 13c 7 7 1/2" 7 10" 10" 1 7" 4 0" T/O RAFTER T/O WALL FIELD VERIFY ADJUST WALL HEIGHT AS REQUIRED TO ALIGN NEW ROOF WITH EXISTING T/O SUBFLOOR T/O GIRDER GRADE B/O POST Existing ceiling/roof assemblies without attic spaces (includes cathedral ceilings). Where Section would require insulation levels above R- 30 and the design of the roof/ceiling assembly does not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. This reduction of insulation from the requirements of Section shall be limited to 500 square feet (46 m 2 ) or 20 percent of the total insulated ceiling area, whichever is less. This reduction shall not apply to the U-factor alternative approach in Section and the total UA alternative in Section FEILD VERIFY ROOF PITCH AND ADJUST AS NECESSARY TO MATCH EXISTING ROOF 1 0" 13 4" 1 0" 7 2 1/2" /2" RETAINING BLOCKS 2X4 FRAMING 4 0" 3 0" MINIMUM 4" GRAVEL BASE 4 2 1/2" CROSS SECTION A CONTINUOUS RIDGE VENT (2) 1.75" X 16" LVL RIDGE BEAM ARCHITECTURAL ROOF SHINGLES ICE AND WATER BARRIER UNDERLAYMENT (ENTIRE ROOF) 5/8" ROOF SHEATHING 2X10 SPF #2 24" O.C. R30 INSULATION PROVIDE 1" AIR SPACE BETWEEN INSULATION AND ROOF SHEATHING (IF SPRAY FOAM INSULATION IS USED THE VENT REQUIREMENT MAY BE WAIVED) 6" ALUMINUM FASCIA OVER 2X6 SUBFASCIA PERFORATED VINYL SOFFIT (MATCH EXISTING) 16" O.C. EXTERIOR WALL FRAMING 7/16" OSB EXTERIOR WALL SHEATHING R21 KRAFT FACED FIBERGLASS INSULATION VINYL SIDING OVER AIR INFILTRATION BARRIER 3/4" T&G FLOOR SHEATHING GLUED & NAILED 2X10 SPF#2 16" O.C. R30 INSULATION 3 2X10 SYP#2 TREATED GIRDER 2x4 TREATED FRAMING WITH FAUX STONE OVER TECHNO POST FOUNDATION SYSTEM 1/2" TRT. UNDERSIDE OF JOISTS

8 DASHED WALLS ARE TO BE REMOVED MASTER CLOSET PROPOSED WALLS ARE UNSHADED EXISTING WALLS ARE SHADED FILL ABOVE THIS WALL TO CEILING EXISTING SHOWER PROPOSED NOOK PROPOSED LINEN (2) 1 8" X 6 8" DRS. M. BATH NEW VANITY OPEN UNDER KEEP TOP FLOOR PLAN (BATH RECONFIGURATION) 1 0" 13 4" 1 0" " 7 10" 7 1/2" 24" O.C. 24" O.C. T/O RAFTER T/O WALL 16" O.C. 16" O.C. ADJUST WALL HEIGHT AS REQUIRED TO ALIGN NEW ROOF WITH EXISTING SHADED IS EXISTING (2) 1.75" X 16" LVL RIDGE BEAM FIELD VERIFY T/O SUBFLOOR 16" O.C. T/O GIRDER (3) 2X10 TRT GIRDER BEYOND CROSS SECTION B 8