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Home My WebLink AboutBLD2005-00633 - BLD Permit / Conditions - 4/15/2005/ / 1 / / r 1 / /. / / / / / 12 / 8 METAL ROOFING OVER 30 LB FELT OVER 7/16 OSB Dp BOARD AND BATT SIDING f 2/2/2005 SMITH GARAGE liz-6-t-0000g WY2. 001033 wild construction 36' 0" 1 O r 0 D V r RAISE HEEL ON TRUSSES 2' MANUFACTURED ATTIC TRUSSES 24" OC (55LB SNOW LOAD) A 0 v 0 7 I—. a9 1- 1- 1- r 1- 1- 1- GAF 35'-0" 5 1/8x12 GLU LAM HEADER GE 1- 23'-0" 9080 5 1/8x'1211 GLU LAM HEADER 10080 1- I 1 0 r SLAB_ 3-4'x3'-0" 8'-6" 9' 0" TRUSS END c 4' 6" 36' 0" 10'-0" 4'-0" L LIVING AREA 36' 0" 0 N 9 L) 0 0 0 (*) 0 v co co 8'-0„ GARAGE 35'-0" x 23'-0" 9080 9' 0" 1 ATTIC 35'-0" x 14'-1" 36'-0" 4'-6" 10080 10'-0" 2X6 TREATED JOISTS OVER 4X6 TREATED BEAM ON 6X6 TREATED POSTS TO PIERS BELOW 4' 0" FLOORING e"n x FLASHING UNDER SIDING & OVER LEDGER 1 1/2" Z BAR OPEN DECKING JOISTS JOISTS DECK POST TO BEAM CONNECTION LEDGER FP - C-PrF5 it LIVING AREA 14sgft LUS26Z JOIST HANGER Z MAX LAG BOLT TO EXISTING RIM JOISTS 1/2X3 1/2LAG2' OC(MUST BE GALV,) POST TO PIER CONNECTION 2/2/2005 SMITH GARAGE wild construction 36' 0" 0 N 0 L 9 c) co 0 VI 0 i- - .v.'S cis / \ 8'-0" GARAGE 35'-0" x 23'-0" 9080 9' 0" 36' 0" S 1 4'-6" 10080 10'-0" 4'-0" m 0 9 0 1SLAB' 3'-4" x 3'-0' ATTIC STORAGE TRUSSES IiV LIVING AREA El Eli 36' 0" 0 'v N v l � I GARAGE 35'-0" x 23'-0" 82131d HO2IOd 96X81 \ 1/LGGGGC47 / IiGGGG/GGl//iClilis r� G/l/liCGIGI/.CGGGG�/li/,OL'�ili FIBERGLASS SHINGLES 15 LB FELT 7/16 OSB Roof Sheeting 5/4 FACSIA Facia Gutter 2x4 D.F. Std S Btr_ Sf1 SEE ELEVATION FOR SIDING TYVEK 7/16 OSB SUBSIDING 2x4D.F.Std &Bt. Studs @16"0.C. 2x4 D.F. Std 8 Btr. Plate 2x6 D.F. P.T. Mudsil 12 x 10 J-Anchor Grade Concrete Foofi gStemwal MANUFACTURED TRUSSES 4x10 D.F. #2 Header I I I\\\�tn i4-r \ #4 Steel Rebar 1/22'S1R.vhw 36' 0" 2/2/2005 9 v N SMITH GARAGE wild construction a E a Itoocawarnw.ORM NO. 11141 -, fCRi NDIGh*tP .. s15 P�ANa.�-w W �.i+-) FLOOR/SHEARWPALL SECTION Jr/ T 11 ...14"nqtjFrINS A M: 1.-CCie- 719=ruzi. • • r / 4" CONC. SLAB LUMP. e OWNER'S OPTION (2) 04 BARS CONT. NATIVE UNDISTURBED SOIL PLATE W/ 3042.13 DIA AB.'e e 48" O.G., U.ON. EDGE NAILING i <v 's'jQkWu k- •4 VERTS.6 48" O.G. •4' CONT. e TOP O F wit4t, u MIN. 4" DIA. FOOTING DRAIN - PERFORATED SLOPE TO DRAIN TYPICAL FOUNDATION SECTION TIP/CAL SHEAR 101LL VOTES All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB (with studs at 16"o.c.), or as called out below, with exterior exposure glue and span rated "SR 24/0" or better. (S/S" T1-11 siding is an acceptable substitution except where 3/0" or thicker sheathing is specifically called out in the schedule below). Sheathing may be installed either horizontally or vertically. All nails shall (0.131"diameter), (0.148"diameter). edges shall be as be 8d box (0.113"diameter), 8d COMMON l0d box (0.128"diameter), or l0d COMMON Nail size and spacing at all sheathing required below. Hold-downs shall be Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. All double and triple studs (ALLOWED PER NOLDONN SCHEDULE) shall be nailed together with (2) rows l0d's staggered at 4" on center each row for each layer. ALL SHEARNALL FRAMING LEER SHALL BE DOOC;-FIR SPECIES SHEATHING PANEL JOINTS LOCATED.ACROSS STUD WALLS SHALL HAVE THEIR PREP! EDGES BLOCKED WITH NOMINAL THICKNESS MATERIALS THAT IRIITGE THE EDGE NAILING PER REgoliananas BELOW SHEAR WALL SCHEDULE `Jon 15/32" sheathing nailed with 8d galvanized box at 6" center all edges im 260 plf. y/15/32 " sheathing nailed with 8d galvainized box at 4" on center all edges = 350 plf. ADDITIONAL NOTES: *Where sheathing is applied on both sides of well, panel edge joints on 2x framing shall be staggered so that joints on the opposite sides are not located on the same studs. *Blocking is requied at all edges of sheathing. Sheeting edge nailing is required at allholdown posts. *Intermediate framing is to be minimum 2x meshers with nailing at 12" on center. *Doable 2x studs nailed together (per note above) say be used in place of a single 3: stud, unless other wise required in holdown schedule below. HOLDOWN SCHEDULE LTT2OB attaches to concrete foundation with a 5/8" diameter bolt with 10" minimum into concrete. LTT2OB attaches to double 2X studs with (10) 16d common nails in wall above. HTT16 attaches bolt with to double above. to concrete foundation with a 5/8" diameter 12" minimum into concrete. HTT16 attaches 2X studs with (18) 16d SINFER nails in wall HTT22 attaches to concrete foundation with a 5/8" diameter bolt with 14" minimum into concrete. HTT22 attaches to double 2X studs with (32) 16d SINKER nails in wall above. HPAHD22 attaches to form before pouring with 10" minimum into concrete and attaches to double 2X stud it wall above with (24) 16d common nails or (4) 1/2" diameter bolts. STHD8/STHDBRJ--embeds a minimum of 8 inches into concrete foundation and to a 4X stud with (24) 16d sinker nails in wall above. STHD10/STHD1ORJ embeds a minimum of 10 inches into concrete foundation and to a 4X stud with (28) 16d sinker nails in wall above. STHD14/STHDI4RJ embeds a minimum of 14 inches into concrete foundation and to a 4X stud with (38) 16d sinker nails in wall l s IRES 8-29- f STRUCTURAL NOTES A'1T WZION CONTRACTOR, OWNER, • AND FRAMER: IF THERE ARE ANT QUESTIONS, OR DISCREPANCIES ABOUT THE NOTES, DETAILS, OR PLANS, CONTACT THE ENGINEER., OF RECORD AT THOMPSON ENGINEERING (360) 432-9903. These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor's risk. The Contractor shall verify and coordinate the dimensions among all drawings prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the 2003 International Building Code except where noted. Design Criteria: 1. Live Load 2. Dead Load 3. Wind 4. 5. Soil - - Earthquake - 55 ow) 40 PP' SF (,Ft. e ) 15 12 PSF(Roof)(R (Super-) 10 PSF (Wood Walls/Partition Load) 150 PCF (Concrete) 2003 IBC Exposure "B" 85 mph (3-sec.gust) 2003 IBC, Design category "D1" 1500 PSF, Assumed Bearing Capacity • Foundation 1. All footings shall be founded on native undisturbed soil. 2. Mud -sills: Use 1/2" diameter X 10" anchor bolts at 48" on center with 2x nominal thickness plates with impervious material between plate and concrete or pressure treated plates w/o the use of impervious material, unless otherwise noted on the foundation plan. 3. A11 anchor bolts shall use 2" square x 3/16" thick steel plate washers. 11i0�i's stswRmG, BINAcaha, AND commoner DIImo THE MILL P!»3 U$ IS THE SOLE RESPONSIBILITY or THE CONTRACTOR! Concrete 6 Reinforcing Steel: 1. All concrete work shall be per the 2003 IBC Chapter 19. Tolerances shall be per IBC Chapter 19, Section 07. Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06. 2. All reinforcing shall be ASTM A615 Grade 40 for 14 bars or smaller and Grade 60 for 15 bars or larger. 3. Concrete shall be in accordance with ASTM 150. f'c - 2500 PSI 8 28 day slump - 4" maximum, 61 Air entrained Carpentry: 1. Structural 4X framing shall be *2 Douglas Fir. oor trusses shall be by Trus-Joist, Boise or . ins er and aanefactursr's --• Lions. 3. Roof trusses shall be by a pre -approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Contractor and Truss Manufacturer are responsible for all bracing of the trusses including end wall bracing and all other bracing between the building and the trusses unless specifically shown otherwise on the drawings. 4. Glue laminated beams shall be 24f-V8 for cantilevered or continuous beams and 24f-V4 for simple spans. (Fb - 2,400 PSI) (Fr - 240 PSI) (E - 1,800,000 PSI) (FcL - 650 PSI) Parallel Strand Laminated Beams (PSL) following properties: G. Plywood shall be na ed 6"b.c. edges and 12" field with Hardware: 8d's unless otherwise noted on the drawings. _ All connection hardware shall be Simpson "Strong Tie". Connection hardware attached to the pressure treated wood shall be galvanized or treated with Simpson "Z-Max". CAUTION PLACE TRUSSES PER MANUFACTURER'S RECOINDATIONS. BRACE PER RECOMMENDATIONS. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. THOMPSON ENGINEERING SHELTON, WA PHONE: (360) 432-8903 FAX: (360) 426-0726 APPROVED BY PROJECT #05-147 SMITH GARAGE -WILD CONSTRUCTION STRUCTURAL NOTES & DETAILS DRAWING NUMBER SHEET S1 OF 1