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Home My WebLink AboutCOM2017-00139 - COM Plot / Site PlansBUILT UP TRIM PER SECTION A -A Ix8 CEDAR T4G SIDING TYP. Side Elevation Scale: 1/4" = 1'-0" MINIMUM PANEL WIDTH - 2'-0" - SEE FLOOR PLANS FOR ACTUAL WIDTH MAXIMUM PANEL HEIGHT - 10'-0" 3/8" APA RATED SHEATHING m INT. WALL FRAMIN SECURE WITH 8d COMMON NAILS 6" O.C. EDGES, I2" O.C. IN THE FIELD, ALIGN VERTICAL JOINTS OVER STUDS Isis" BLOCKING AT HORIZONTAL JOINTS (2) 2x STUDS OR AS REQ'D BY HOLDOWN MFR B EA. END OF PANEL 1800" UPLIFT CAPACITY TIE DOWN DEVICES AT EACH END, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. EXTEND SHEATHING TO BOTTOM E OF INT. FRAMING PANELS SHALL BE SUPPORTED DIRECTLY ON A FOUNDATION WHICH IS CONTINUOUS ACROSS THE ENTIRE LENGTH OF THE BRACED WALL LINE. EXTEND HOLDOWN ANCHOR 1" MIN. INTO CONC. SLAB 4 EPDXY W/ SET-XP 48" Min. Exterior or Interior Braced Wall Panel Detail Interior Single Story General Notes THESE DRAWINGS ARE GENERAL AND ALL NOTES MAY NOT APPLY TO THIS PROJECT. SEE DRAWINGS FOR SPECIFIC REQUIREMENTS. 1. These notes are general in nature and do not set out all code requirements. It is the responsibility of the contractor to be familiar with the requirements of the codes. 2. All construction to conform to the 2015 International Building Code (IBC), local codes, state codes and the 2015 Washington State Energy Code. 3. No footings shall be placed on fill unless specifically allowed by the architect or structural engineer. 4. All footings to be minimum 12" below finish grade 5. Provide 5/8" diameter anchor bolts with 3"x3"x1/4" bearing plate washers at 6'-0" on center. No less than 2 per each section of mud sill and within 12" of each mud sill end. Unless shown otherwise on Structural drawings. 6. Unless otherwise noted, the following grades of framing lumber shall be used: - 4 x beams shall be No. 2 or better Douglas fir -larch - 6 x beams shall be No. 1 grade Douglas fir -larch - GIu-lam beams shall be combination 24f, V4 grade (24f, V8 grade if cantilevered) - Floor and roof joist and rafters shall be No. 2 grade hem -fir or Douglas fir -larch unless otherwise noted - Studs in shear walls and studs connected to holdowns shall be No. 2 Douglas fir -larch - Studs shall be stud grade or No. 2 hem -fir, Douglas fir -larch, or SPF 7. Unless otherwise shown, headers over exterior openings and over openings in interior bearing walls shall be 4x10 No. 2 or better Douglas fir -larch. 8. Design Parameters Live Loads: Snow = 25 PSF Floors = 40 PSF Decks = 60 PSF Dead Loads: Roofs = 15 PSF Floors = 12 PSF Partition = 10 PSF Deck = 12 PSF Earthquake Zone = D2 Exposure Category = B Wind Speed = 110 MPH (ASCE 7-10) Soiling Bearing Capacity on firm, undisturbed soil = 1,500 PSF Concrete Design = 2,500 PSI * Notify Architect if actual site conditions vary from the conditions listed here. MUST COMPLY WITH PERMIT CONDITIONS [ROOF BEYOND 1 /I"�i„�. 30 9. Deck posts, beams, joists, exterior stair framing and all railing members shall be of approved naturally durable species or pressure preservative treated wood. Contractor to verify that the material or finish on hangers and/or connectors are compatible with treated wood for decks, treated sill plates, etc. 10. All plywood and oriented stand board (OSB) and application to be in accordance with American Plywood Association standards and the current International Building Code. 11. Provide sheet metal flashing as required for a water tight job including at all window and exterior door heads. Conform to details in the SMACNA Sheet Metal Manual. 12. All metal connectors shown on the drawings shall be Simpson Strong -tie Connectors, unless otherwise noted. Use only approved connectors for treated materials. 13. All electrical work shall conform to the National Electrical Code, State of Washington Electrical Code and local codes. 14. Caulk, weatherstrip or gasket around all windows, exterior doors, utility penetrations, etc. to limit air infiltration per Washington State Energy Code and IBC. Provide flashing at top per SMACNA Sheet Metal Manual. 15. The architect is not responsible for site conditions. This includes soil bearing capacities, slopes, surface or subsurface water conditions or any other subsurface conditions. Notify architect of any deficiencies encountered. 16. Provide the following in order to conform to the Energy Credit requirements of the Washington State Energy Code. N/A - To meet requirements for unheated structures HALGES `?B VIIT CHANGES FOR APPROVA:: 7 IOR TO PET.,,Foamillo WU.-',-, THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION. 1'-0" MIN. TYP. R AMP t7 z 8'-0" TO fE EXIS any in 4 F Rear Elevation Typ. Scale: 1/4" = 1'-0" 4" O.H. TYP. MAINTAIN 1" FREE AIR 6 INSUL. TYP. It" 1 jl RAFTER TO E 6 O.G. TYP. 11- -F+e.) FLASHING 1/2" GYP. WALL BD. -FURR OUT G.W.B. 9 WALL AREA W/O BRACING PANELS R-2I GATT INSUL. 6 WALLS R-30 BATT INSUL. e FLOOR MIN. " 12 xy� VENTED BLOCKING -PROVIDE r 5.1 SI FREE AIR PER BLOCK 5/4x8 TRIM UPPER 4 LOWER CABS BEYOND Ix8 CEDAR T4G SIDING OVER I5. FELT OR HOUSE WRAP 2x6FRAMINGg16"O.G. VINYL FLOORING RIGID FOAM INSUL. R-38 MIN. SINGLE PLY ROOFING MEMBRANE - SELECT PRODUCT TO MEET MIN. SLOPE REQUIREMENTS OF FRAMING 4 IBC 1/2" PLY'WD. SHTG. OR 1/16" O.S.B. 2xI2 *12" O.C. DF "2 CUT W/ 1/2:12 SLOPE FLASHING 2x6 TRIM INSUL. BAFFLE TYP. EXIST. SLAB DEPTH IS 12" MIN. Section A -A Scale: I/4 = 1'-0" PT 2x6 fE TYP. " DIA. AB. 51 6'-0" O.C. MAX. - EXTEND 1" MIN. INTO CONC. SLAB 4 EPDXY W/ SET-XP MUST MEET ALL CURRENT A"ASHiNGTON STATE CODES VENT AT / Sq Ft Per 300 Sq Ft r BUILT UP TRIM PER SECTION A -A Ix8 CEDAR T4G SIDING TYP. Side Elevation Scale: I%." = 1'-0" v.v ge.1--ti-$.0.11c✓g 5?cc.;�'ica-Div... ✓e •P"^ J2 C9 vL S i -k-L 4 4. frti tle(ArU- -( 1,>4� 1� rMvsf // �.t ✓ wf ! '�'� ✓ ow, -el �r vV-� ✓' 7 VW 0 let" S w✓G O1/ wi-p . FigKry + 1444/'-i1 b.c a✓..rlabl� rs ie loc4,—Ft I N 'n,‘( j. 15.,-Nl.,r041.+4 G(ov vS Code Compliance Note: Most of the information below was sourced from the original building permit set. The current application is for 200 S.F. of added B occupancy storage space only, and the overall building code compliance is not impacted by this addition. Applicable Codes: Occupancy Type: Construction Type: Construction Separations: None,: Actual Areas: Allowable Areas: International Building Code (IBC) (2015) International Fire Code (current) Uniform Plumbing Code (current) Uniform Mechanical Code (current) Washington State Energy Code (current) Washington State Electrical Code (current) National Electrical Code (current) State and local codes and ordinances Allowable Building Height: Actual Building Height: Automatic Sprinkler System: Occupancy Load: Exit Access Travel Path: Number Of Exits: Accessibility Min. Plumbing Fixtures B (304) Type V-B (Table 601) 200 S.F. 13,500 S.F. (Table 503) 2 story, 40'-0" (Table 503) 1 story - 9'-6" Not required. (< 12,000 SF 903.2.9) Storage 200 sf / 300 = 1 Occupant Total (Table 1004.1.2) Max common path of egress 17'-0". (200' max. allowable Table 1017.2) 1 exit is required. Up to 49 occupants can access a single exit only. (Table 1021.2(2)) Accessible route to accessible restrooms and work area must be maintained. Existing plumbing fixtures in existing structure meet requirements of 1 additional occupant. SIGN 50 30 H.S. W/ METAL COVZR EXIST. CONC. SLAB TYP. 12" CONC. SLAB. MIN. Main Floor Plan Scale: I/4" = 1'-0" 13'-6" 1 I-6" 9'-6 1/2" HANDRAIL PER IBC RAMP 36" CLR MIN. 1 -0" RAMP DN. 1:12 MAX. 5'-6" WOOD STRUCTURAL PANEL (W.S.P.) SHEAR WALL 9 INT. WALL 48" EA. s THIS BRACED WALL LINE DIRECTION WHERE SHOWN 3/8" SHTG. - NAIL 6d e 6" O.G. EDGE 4 12" O.C. FIELD TYP. g W.S.P.— DN. 2 R 9 t634" 41Te11" ROOF O.H. rt131/2" STEP 30 RAMP PROVIDED BY OWNER - RAMP PER IBC PROVIDE 50 CFM WHOLE BUILDING HEATER TO BE PROVIDED FOR WORK COMFORT, THERMOSTAT TO BE LOCKED BELOW 50 DEGREE THRESHOLD 2x4 HF"2 MIN. REFRIG. UPPER 4 LOWER CABS CHEST FREEZER Work Space 200 F. OCCUPANCY P'I13 SP. INT. 2x6 1-IF"2 MIN. 50 30 H.S. WOOD STRUCTURAL PANEL (W.S.P.) SHEAR WALL * INT. WALL 48" EA. fl THIS BRACED WALL LINE DIRECTION W1- ERE SHOWN 20'-0" 7- NOTE: ALL SHELVES TO BE 5'-9" OR UNDER Main Floor Plan Scale: 1/4" = 1'-0" Foster Williams Architects 601 W. Railroad Ave. P.O. Box 102 Shelton, WA 98584 Ph: (360)426-0511 FAX: (360)426-2926 e-mail: mail@fosterwilliarns.com Project Number 2011019 Project Title New Dormer Addition for: John Hixson Brinnon, Washington Revisions A2/2/18 Sheet Contents General Notes Code Review Building Elevs, Building Section Main Floor Plan Date I/15/18 Drawn By R.UJ. Checked By L.A.UJ. Sheet Number Al Of 2 Reproduction or re -use of these drawings without written per- mission of the Architect is prohibited.