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Home My WebLink AboutBLD1990-00331Legend C - - :3 WALL TO BE REMOVED WOOD STUD WALL 0 CONCRETE (PLAN) CONCRETE (SECTION) 0 ACOUSTIC INSULATION El ROOM NUMBER ODOOR MARK BUILDING SECTION (LETTER AND PAGE) DETAIL (LETTER AND PAGE) ELEVATION NUMBER General Notes Sheet Index Site Plan FCIt C':da : i bra P7fl-. Elavattors molar _id ir.,� L;e t or's L_tail- - 1. The General Contractor will be provided with the Building Permit. All other permits which are necessary to complete the work shall be obtained by the General Contractor. 2. The General Contractor shall comply with the 1985 Edition of The Uniform Building Code and all other applicable codes, regulations, and ordinances. 3. The electrical portions of the Contract shall be under separate permit. The work shall comply with all applicable codes, regulations, and ordinances. 4. The General Contractor shall verify all existing conditions prior to initiating the Work. Notify the Architect of any discrepancies. Structural Notes 1. All materials and workmanship shall conform to the drawings, specifications, and the Uniform Building Code (1985 Edition). 2. Loads: Roof Live Load 25 psf Floor Live Load 40 psf Wind Load 80 MPH, exposure B Earthquake Load Zone 3, K = 1.33 Allowable Soil Pressure 2000 psf (natural soils or compacted fill) 3. Concrete shall attain a 28-day strength of f , = 2000 psi, and mix shall contain not less than 5 sacks of cement per cubic yard and proportioned to produce a maximum slump of 4 inches. Concrete exposed to weather shall be air -entrained with an air -entraining agent conforming to UBC Standard 26-9. The air content shall be 4% - 8% by volume. Maximum coarse aggregate size shall be 3/4". 4. Reinforcing Steel shall conform to ASTM A615, Grade 60, fy = 60,000 psi. 5. Concrete protection (cover) for reinforcing steel shall be as follows: Concrete cast against and permanently exposed to earth - 3" Concrete exposed to earth or weather, #5 bars and smaller - 1-1/2". 6. Glued Laminated Members shall be fabricated in conformance with UBC.Standards No. 25-10 and 25-11. Each member shall bear an AITC identification mark and shall be accompanied by an AITC Certificate of Conformance. All beams shall be DougVs Fir and Western Woods Combination 24F-V1, F = 2400 psi, Fv = 140 psi and E = 1.6 x 10 psi. These values are for simple span beams onl�. 7. Framing Lumber shall be graded and marked in conformance with W.C.L.B. standard grading rules for West Coast Lumber No. 16 latest edition. Furnish to the following minimum standards: Joists: Hem -Fir No. 1 or Douglas Fir No. 2, Minimum Basic Design Stress, Fb = 1,200 psi, Hem -Fir F = 75 psi, Douglas Fir F = 95 psi. Beams and Stringer': Douglas Fir No. 1, Minimum Basic Design Stress, Fb = 1,350 psi. Posts and Timbers: Douglas Fir No. 1, Minimum Basic Design Stress, F = 1,000 psi. Studs, Plates and Miscellaneous Light Framing: Douglas Fir or Hem -Fir Standard Grade, or Studs Grade. Top and Bottom Plates at Bearing Walls: Douglas Fir No. 2. 8. Plywood Sheathing shall be Grade C-D, exterior glue or structural 11, exterior glue in conformance with U.B.C. Standard No. 25-P. See plans for thickness, panel identification index and nailing requirements. 9. Wood Framing details not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless otherwise noted, shall conform to Table 25-Q of the Uniform Building Code. 10. All Wood Plates and Blocking in direct contact with concrete shall be pressure -treated with an approved preservative. Provide two (2) layers of asphalt impregnated building paper between untreated wood and concrete. 11. Notations on Drawings relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong -Tie Company, San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 12. Contractor shall provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. 13. Contractor shall be responsible for all required safety precautions and the methods, techniques, sequences or procedures required to perform his work. 14. Provide two (2) 2 x 10 headers over and double studs each side of all openings in stud bearing walls not detailed otherwise. ' 15. Plywood Roof and Floor Sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6" o.c. to framed panel edges and over stud walls shown on plans and @ 12" o.c. (10" o.c. at floors) to intermediate supports, unless otherwise noted. 16. Nail Gypsum Wallboard to all studs, top and bottom plates and blocking with cooler nails @ 7" o.c. at lowest floor level and @ 7" o.c. at upper floors. Use 5d for 1/2" wallboard, 6d for 5/8" wallboard. 17. Footings shall bear on undisturbed earth at least 18" below lowest adjacent finished grade. APPR OX . IJI AT E LOCAT I ON Of TWA-F-f � ,kFPROXiMATE L-064.7IoN O= �LFITRIG �ItiE EASEMENT Fog STE INC7RESS, tGI RESS Af-JL> UT,LITIF-S 0 -OT 4 NEYJ �TIG%1�RA N F; E -b 1' v�--9IFY l- ATIoN J of N88 4�'W 25,03' p l ' I I + 57.00' I I E�4S�M$M6NT �.j FOR INCiRFees, I EGRESS AND UTILITIES _ I I �I L-OT 5 :.PoRTloµ Gov•r, SOT 4) REQUIReD 52 SIp� YAi�'p io WIDE F-5F- MEN7FOR , PEPES-i KA N- UsE ONLY coMMuI�Iry L-OT f!> 8�0 7- S�T� PLAN SGAL-E.c I" - 50'-0.. FXIST LI61 {iOfkD TO P,EFIAIH F-)f-Q UIR b rj' SIDE YAK p i I i •9 - I + ° 1.- 113 Z I 15,0�� 1509� I I -;AScMENT OR S-= �� INCi{3ESS EyRE55 �- ------------------- -- �"- ---1 ANDUT iTI1=5 100.0 1 5�, 1' _ 150.00' _ - - 08. _ 41.79' -qr-- 7 CID 94 I 0 I. s r, I I o I- v O ;�\ FXSTIIJGI TF,AILER 76 S R E M0\/E D OTREES TO �0 �z �EDCI E OF TIDEL-ANDS n' 0O _tz�-ED(�E OF TIDF_LANDS ��51D=1-IcE F�EaUIRF-D FF)OWT sETPACK QL DESCt�I�TIDN Lot 6 of survey recorded in Volume. - of Surveys at pages163 and NPq , records of Jefferson County, Washington, being a portion of Government Lot 4, except the East 6.Z5 acres, of Section Z9, Township 30 North, Range 1 East, W.M., in Jefferson County, Washington, with the boundaries of said Government Lot 4, except the East 6.ZS acres, being defined by the Judgement in Jefferson County Superior Court Cause No. 10449, TOGETHER WITH all of the tidelands of the second class fronting thereon, with the lateral boundaries of said tidelands being as depicted on said survey, AND TOGETHER WITH an easement for ingress, egress. and utilities over, under, and upon that 30 foot wide strip depicted upon said survey and identified as Blue Heron Road, said easement tb be in effect until such time as said Blue Heron road is dedicated to the public, AND TOGETHER WITH AND SUBJECT TO an casement for ingress, egress and utilities, 30 feet in width, commencing at the Southern terminus of said Blue Heron Road and ending in a 60 by 60 foot turnaround, and as depicted upon said survey, AND TOGETHER WITH a 1/3 interest in those tracts identified as Community Lot "A" and Community Lot "B" on said survey, together with a 1/3 interest in the tidelands of the second class fronting on said Community Lot "B", with the lateral boundaries of said tidelands being as depicted on said survey, AND TOGETHER WITH AND SUBJECT TO easements of undefined width for the use and maintenance of eylsting underground water and power lines, and power vault, the approximate location of all of which are shown on said survey, said easements to become null and void at such time as said water lines, power lines, and power vault are removed with the mutual consent and decree of the owners of Lots 4, 5, and 6 of said survey, AND TOGETHER WITH AND SUBJECT TO an easement, 6 feet in with, for pedestrian access only to said Community Lot "B", as depicted on said survey. NoRT H Architects Planners (206) 325-6441 2021 Minor Ave E Seattle, WA 98102 3251'REGISTER [L! �J ARQRTEC i 1AMES C. DAWSON STATE OF WASHINGTON HEINZINGER RESIDENCE 85 HEINZINGER ROAD NORDLAND, WA 98358 ,/ 01 1 I990 819050 P LAN Al