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A B C b E F G H
<br /> CCR.
<br /> REYISIO DESCRIPTION BY APP DATE
<br /> ct:
<br /> 1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE FOLLOWING SPECIFICATIONS: TYPE ' SPLICE 12d .
<br /> DOUGLAS FIR - LARCH ---------- U.B.C. STANDARD 25-tr, STANDARD GRADING ni
<br /> COAST REGION RULES (19811 OF W.W.P.A.
<br /> SILL PLATES ------------------ U.B.G. STANDARD 26-12.
<br /> STRUCTURAL PLYWOOD tS.P.I ---- U.S. PRODUCT STANDARD P.S. F-63 FOR USE THIS DETAIL
<br /> SOFTWOOD PLYWOOD. WHEN BARS ARE AT 5
<br /> STRUCTURAL PLYWOOD (S.P.) ---- U.S. PRODUCT STANDARD PS1-83 1-83 FOR 12d I ■ OR NEAR CENTER
<br /> 2. MINIMUM GRADES SHALL BE: SOFTWOOD STRUCTURAL PLYWOOD (5.P.). IF" OF WALL.
<br /> _ ^r Il4 VERTICAL JF
<br /> " 3/8'
<br /> STRUCTURAL FRAMING ----------- D,F, NO. I- FREE OF HEART TYP€CAL STAGGERED
<br /> SINGLE LAYER BARS 5TAGGEREDS P LOGE S.P.
<br /> L€LATER, U.O.N. ON DRAWINGS. TYPE 'B" SPLICE EDGE NAILING
<br /> STRUCTURAL PLYWOOD iS.P.i ---- AT ROOFS l APA C-D WITH EXTERIOR GLUE, TY "B" SP GE NAILING 3/8'
<br /> SILL PLATES ------------------- PRESSURE TREATED 0.F. NO.I, FREE OF HEART CENTER eFRAMiN1G
<br /> EA. PIECE SHALL BEAR THE A.W.P.B. STAMP, t,za RAM€NG
<br /> 3. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. v; ■ = €2" MIN€MUM MEMBER MEM ER
<br /> 4, NOTCHES OR HOLES IN WOOD JOIST ARE NOT PERMITTED UNLESS FULLY1 k AT T-IlE PLYWOOD JOINT
<br /> SP
<br /> DETAILED ON DRAWINGS. CUTTING OF W000 JOISTS SHALL 0E LIMITED TO
<br /> CUTS AND BORED HOLES HOT DEEPER THAN ONE-FIFTH THE JOIST DEPTH FROM � WHERE S.P. EDGE NAIL€NG IS
<br /> THE TOP, AND LOCATED NOT FARTHER FROM THE END THAN THREE TIMES THE f IZd` 2d� DOUBLE LAYER BARS LESS THAN OR EOUAL TO 3' C.C. 3X FRMG. STAGGER VERT,
<br /> JOIST DEPTH, SEE TYPICAL DETAIL 7/S2.
<br /> STAGGER IN TWO ROWS EA. SIDE MEMBER S.P. JOINTS
<br /> 5. HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A Bit OF THE SAME NOMINAL •
<br /> SEE CONCRETE NOTES OF JOINT MIN. AT WALLS.
<br /> DIAMETER AS THE BOLT + 1/16". TYPICAL MALL FTG. REINFORCING SPLICES FOR RERAR CLERMICE5. S.P. EDGE NAILING SHALL BE Bd COMMON
<br /> S. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS UNDER HEADS AT 6' C.C, U.N.O. ON DRAWINGS.
<br /> AND NUTS WHICH BEAR ON WOOD. APPLIES ALSO TD INSERTED EXPANDING FASTENERS D E T A I L THIS NAILING APPLIES TO EDGES OF ALL
<br /> - RED HEAD, WEJ-FT, ETC. USE USS STANDARD CUT FLAT WASHERS. TI't'r SHEETS AND AT INTERIOR LINES AS FOLLOWS: y t
<br /> NO SCALE $2 A 4
<br /> T. ALL BOLT AND LAG ECREWS SHALL BE TIGHTENED AT TIME OF INSTALLATION AND AT ROOF AND FLOOR DIAPHRAGMS: 11�
<br /> RETIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. €1 EIz li I
<br /> S. LAY ALL STRUCTURAL PLYWOOD ON ROOF AND FLOORS WITH FACE GRAIN I. AT BLOCKING OR TOP PLATES OVER SHEAR WALLS. R €€ tl
<br /> PERPENDICULAR i0 SUPPORTS, i'- Z. AT TIES AND BEAMS IN LINE WITH SHEAR WALLS. U D m ;1
<br /> 9. BLOCK S.P. JOINTS WITH Z X 4 FLAT BLOCKING WHERE NOTED ON FRAMING PLANS MIN. X
<br /> 3. AT CHORD LINES 1 €I o o€
<br /> AND WITH BLOCKING SAME SIZE AS 57DD5 ER WALLS. 4, ELSEWHERE AS SHOWN ON DRAWINGS. 4
<br /> 10. CROSS BRIDGING BETWEEN JOISTS OR RAFTERS - SEE FRAMING PLANS ANO TYPICAL �o TYPE 'B' JOIST jt
<br /> DETAIL.
<br /> If. WOOD SYMBOLS: r _� l
<br /> SPIJ CE HANGER pT SHEAR WALLS: € I
<br /> 1
<br /> ��j]ff�� C u+r g^ ti 1 If
<br /> Y/I!/17[ll[lf 11 ® y CLEAR I I. WHERE S.P. CONTACTS WALL PLATES AND 4 i I€� �t€ 1
<br /> TYPE "8" 'P 5%1D BLOCKING OVER WALL CONSTRUCTION. It 31
<br /> CONTINUOUS BLOCKING END OF MEMBER SPLICE _� 2• AT STUDS WITH HOLDOWNS ATTACHED. 11 O Il iv oit
<br /> 12. ALL METAL HARDWARE SHALL BE SIMPSON OR EQUIVALENT O.O.N. 11-0" 3. AT FULL HEIGHT 57U05 EA. SIDE OF OPENINGS. I1
<br /> 13. ANCHOR BOLTS WITH UPSET THREADS SHALL NOT BE USED. OPTIONAL MIN• �,r� I NOTEN; TI
<br /> NO S.P, SHEETS SHALL BE LESS THAN It IT
<br /> 24' WIDE AT ROOFS AND FLOORS OR
<br /> MlI.IE LESS THAN 12- WIDE AT WALLS.
<br /> wx NAILS
<br /> Fora / SLOPE €F REOUtRED
<br /> ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON NG. NAILS. HOLES SHALL BE BY SOIL CONDITIONS STRUCTURAL PLYWOOD NAILING
<br /> PRE-DRILLED WHERE NECESSARY TO PREVENT SPLITTING. NAILING NOT NOTED BELOW OR 3^ 2,_O^ 2._D» DOUBLE JOIST OR Z7 D E T A I L 6
<br /> ON DRAWINGS SHALL BE A MINIMUM OF TWO NAILS AT EACH WNTgCTt 8d FOR I% M0.TERIAL TYPE '8" CLEAR MEN. MfN, RAFTER AT OPENING
<br /> AND I6d FOR ZX MATERIAL.
<br /> SPLICE s s NO SCALE 52
<br /> 1, JOISTS OR RAFTERS TO SIDES OF STUDS 8" JOIST OR LESS 3-16d AS INDICATED
<br /> EA. ADONL, 4" DEPTH 1-16d ON PLANS
<br /> AT ALL BEARINGS TOENAIL EA. SIDE 2-FOd STEPPED FOOTING RAFTERS AT OPENING
<br /> 3. BLOCKING BETW JOISTS, RAFTERS I.N. EA. SIDE EA. END 2-!Od �-EHGtfERED� )(HISSES
<br /> OR STUDS
<br /> IN PLACE OF T.N. 2-16d DETAIL I L q DE TA L $ 4
<br /> BETW, JOIST OR RAFTER '° NO SCALE $ - NO SCALE 5 2 I, TRUSS DESIGN SHALL BE PPOVfDEO BY THE SUPPLIER TO MEET THIS CRITERIA,
<br /> BEARINGS (PLATES) T,N, EA. SIDE 3-I0d 1991 UBC REQUIREMENTS AND UBC STANDARD NO, 25-17, PART V FOR LOADS
<br /> 3. BUILT-UP BEAMS 10' OR LESS IN DEPTH: EA, SIDE STAGGERED I6d AT IZ" C.C. AS FOLLOWS:TRUSS LOADING:
<br /> MORE THAN 10" IN DEPTH: 1/2" DIAM. BOLTS AT 24" C.C. STAGGERED
<br /> 4. STRUCTURAL PLYWOOD (S.P.1 - SEE DETAILS TOP CHORD[ FE.O PSF DEAD LOAD AND 20.0 PSF LIVE LOAD (REDUCIBLE)
<br /> IMPSON T
<br /> 5. NON-STRUCTURAL PLYWOOD (USE FINISH NAILS) - AT SUPPORTED EDGES 6d AT 6' C.C. - SO TENSION ROOF
<br /> O NG, BOTTOM CHORD[ 6.0 PSF DEAD LOAD AND 10.0 PSF LITE LOAD
<br /> AT €NTERIOR BRG.S 6d AT IZ" C.C. NAIL BOTTOM AFTER ROOF OR B 1009 POINT LOAD 0 ANY LOCATION. -
<br /> 6. CROSS-BRIDGING EA. END 2-10d FLOOR IS IN PLACE. LIVE LOADS DO NOT ACT SIMULTANEOUSLY.
<br /> T. FOR ANY NAILING NOT SHOWN SEE TABLE NO. 25-0 t99€ U.B.C. S.P. TRUSS TOP CHORDS SHALL BE DESIGNED WITH AN ADDITION AXIAL
<br /> COMPRESSION AND TENSION FORCE OF 1100 LBS (SUB-DIAPHRAGM CHORD
<br /> RAFTER FORCE DUE TO SEtSMtC/WIND LOADSI.
<br /> 2. MINIMUM GRADE LUMBER - 92 HEM FIR.
<br /> 3. CONNECTIONS SHALL BE IN ACCORDANCE WITH PUBLISHED APPROVALS OF I.C.B.O,
<br /> 4. MINIMUM MEMBER SITES: TOP CHORD ZX6r BOTTOM CHORD 2X4r WEB 2X3 (REGRADED 2
<br /> PREBORE 1'0 LOCATE AT B-O" C.C. IN FLOORS AND ROOFS. IF RIPPED FROM 2X6 LUMBER),
<br /> "D" HOLE OMIT a ROOF RAFTERS 8" DEEP OR LESS. 5. TRUSS DRAWINGS, CALCULATIONS AND COPIES OF I.C.B.O. APPROVALS FOR METAL
<br /> o r
<br /> ^p^ CONNECTOR PLATES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR
<br /> TO FABRICATION.
<br /> RAFTER NOTCH CROSS BRIDGING 6. HEEL JOINT DESIGN SHALL CONSIDER THE EFFECTS OF ECCENTRIC LOADING IN
<br /> ACCORDANCE WITH UBC STANDARD 25-17, PART V.
<br /> D E T A I L T DETAIL B 7. MAXIMUM ALLOWABLE LOAD OURATION STRESS INCREASE IS TO RE ISX,
<br /> 2 X 12 { X B 2 X 12 8. INCREASE IN ALLOWABLE STRESS FOR ASSEMBLIES OF REPETITIVE FRAMING SHALL
<br /> "D^ N ° NO SCALE ,52 NO SCALE 52
<br /> - 6a�� NOT BE PERMISSIBLE UNLESS THE TRUSSES ARE JOINED BY TRANSVERSE LOAD
<br /> "4d" OR 2-Il2 MIN. DISTRIBUTING ELEMENTS ADEOVATE TO SUPPORT THE DESIGN LOAD AS PROVIDED-
<br /> FOR IN UBC SECTION 2504 io).
<br /> ° 9. PROVIDE COMBINED STRESS CALCULATIONS. WHEN EVALUATING COMBINED STRESS
<br /> TYPICAL BEND TYPICAL HOOKS RATIO, THE MOMENT CONTRIBUTION SHALL BE CHECKED USING SIMPLE SPAN
<br /> COLUMN TIE 6 STIRRUP HOOKS MOMENT FORMULAS. CONTINUOUS SPAN MOMENTS WILL NOT BE ALLOWED.
<br /> 10. DESIGN CAMBER FOR 1-I/2 TIMES ESTIMATED DEAD LOAD DEFLECTION.
<br /> 92 - 98 "D' = 6d M2 - 115 "D" 4d II, PROVIDE COMPLETE ROOF TRUSS LAYOUT PLANTS) WITH TRUSS IDENTIFICATION
<br /> FTG. WIDTH 99 - 911 "0" 84 Iib - 98 'O" 8d NUMBERS CLEARLY IDENTIFIED ON PLANS AND CALCULATIONS, INDICATE TRUSS
<br /> 4 2" 914 8 918 'D' _ €8d MANUFACTURER ON TRUSS DRAWINGS AND PLANS,
<br /> 12. CLEARLY INDICATE ALL BRACING AND BRIDGING, MEMBERS SHALL BE ADEOUAYELY
<br /> BRACED BEFORE ERECTION, MEMBERS SHALL BE ALIGNED AND ALL CONNECTIONS F
<br /> COMPLETED BEFORE REMOVAL OF BRACING.
<br /> FOOTING POUR OPTION. TYPICAL REINFORCING BEND 13. TRUSS DRAWINGS, TRUSS LAYOUT PLANS AND CALCULATIONS SHALL ALL BE SIGNED
<br /> 8Y A CIVIL ENGINEER LICE BY THE STATE OF CALIFORNIA.
<br /> DETAIL ! DETAIL -
<br /> ' NO SCALE 52 ° NO SCALE
<br /> S2 THIS DRAWING !S REDUCED
<br /> ue.1610 e°)e/Yee/SchuLert k A�xi.lte
<br /> e3 r,�G1547 StrUdUVAT 6n�ineers, Incorp°n Eed
<br /> TO HALF SIZE ��j s vK.r suHe zoo 2w Venture alp. 1F.r
<br /> 7/� Sacr.reato.Cn.9SD79 716/Y10-2026
<br /> DESIGfEDEWANTE AND OW
<br /> N D STH SUBMITTED ' DRAWM NUMBER SET NUMBER
<br /> SCALA �
<br /> Wt(3138Ig94 ® ST, FLAG CITY HE
<br /> NONE FILE DIIAWLEL RECONIm �Lt E11DSAN JDAGUIN CO.. CALIFORNIA
<br /> ENGINEERS WASTEWATER TREATMENT FACILITIES TYPICAL NATES & DETAILS 1
<br /> 93423 CFaECIsm WHIR APPROVED CONSULTING ENGSACRAMENTO, CALFORNAA s2 23o,44
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