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Home My WebLink AboutBLD1999-00044NF.3p698 Q Lu z EXISTING ul CONC. z z v o l� \�q d' L — — — — O m GARAGE CONC SLAB NEW W/ YVW F (o . G IOGA. MATCH EXISTING GRADE I EXISTING CONC.— I 1 4 x 12 Ht�R NEW IL I6 x 7 OHD, NEW 12'- 0" EXISTING ROOF 7/16, 05 g R38S IN 24'- 0" SIMP H1 NEW @FA• 5/6 "GW8 NEW __�' F�� i EXIST. DBL 2x& — i ---- EX15T. 2x10 I/2" GWB NEW R 19 IN5UL NEW— 2yG STUD5 NEW_ & Ifo" O.C. A4 i 24" 5Q. • 12" FTG.P) W/ 2 - 44 REBAR E.W. (TYPICAL OF 2) EX15TING ROOF EXISTING 7/((, O.S.B. SIDING TO MATCH EXIST 2)(G GIRT5 ® 24°O,C. I F� SCALE: 1/4"= I'-O" Scale in feet EXIST'NG 6 . G P05T SET IN CONC. FOOTING I5"0 `, 3'-io" ± DEEP(A55UMED) (TYPICAL OF 9) -AA SHED DIRT FLOOR EY15TING c)070 ION / FL SALE: 1/4" = 1'-0 • • EX15TING Iro"' • 16" CONC. FOOTING i (TYPICAL OF 4) rr- L_ O 0 lD U z r- W 1 I L_ J O N 3. 4. 5. 6. 7. SOUTH ELEVATION SCALE: 1/4' = !'-0 WEST 1/4 I 0 NORTH 1/4' = 1'-0' Wood Framing Notes (The Following apply unless shown on the plans) Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with table 23-11-8-1 of the Uniform Building Code. Provide 4 x 10 headers over and double studs each side of all openings in stud bearing walls not detailed otherwise. Notations on drawing 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 ICED approval for equal load capacities. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12" o.c. staggered. All wood framing details not shown otherwise shall be constructed to or better than the minimum standards of the U.B.C. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12" o.c. staggered, unless shown otherwise. 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 the plans @ 12" o.c. to intermediate supports. Provide approved plywood clips @ 16" o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12" o.c., unless otherwise noted in the shearwall schedule. General Notes 1. All structural 2x6 studs, joists, and rafters framing lumber to be Douglas Fir No. 2, Spruce/Pine/Fir No. 2, or Hem/Fir No. 2 kiln dried. 2. All 2x4 studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 3. All structural posts to be Douglas Fir No. 2 kiln dried. 4. All structural headers 4x_ to be Douglas Fir No. 2 kiln dried. 5. All Glu-lam beams to consist of Douglas Fir kiln dried 24F-V4 standard grade. 6- All columns in trained walls to be well nailed into adjacent framing in order to resist lateral movement. 7. Ground snow load = 25 PSF 8. Maximum soil bearing capacity = 1500 PSF 9. Seismic Zone 3, RW = 6 10. Wind, 80 MPH, Exposure "B" General Concrete Notes (The Following apply unless shown on the plans) 1 All materials and workmanship shall conform to the requirements of the drawings, specifications, and the Uniform Building Code. 2 Concrete shall attain a 28 day strongth of c= 2500 psi, 5 %, sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615-76A, Grade 40, fy= 40,000 psi. 4. Reinforcing steel shall be detailed (including hooks and bends) in accordance with 30 bar diameters or 2'-0" minimum. Provide corner bars in all wall intersections. Lap corner bars 30 bar diameters or 2'-0" minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6- No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces. earth face 3" Formed surfaces exposed to earth, walls below ground, or weather: #6 bars or larger 2" #5 bars or smaller 1-1/2" Wails interior face 3/4" 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 9 Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 1). Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication of construction. Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. 1 Slabs shall be placed upon compacted granular fill. Q J a_ fr_ O 0 LL `f) Z 0 0 Q Q Q W Z --I W 0 z O U � m IZ r1r) z U) 00 — z 0) .-O Cf) U Q W_ a- U _ CO < W = Za-m — O J 2 Y— O cn m a- a_