2105 GRAND AVE 2017-06-02 - Laserfiche WebLink

BUILDING CODE 6. PROVIDE 3"x3"x0.229" WASHERS AT ALL p <<- 2009 INTERNATIONAL BUILDING CODE ANCHOR BOLTS. SHEARWALL SCHEDULE (CDX) FLOOR LOAD 7. BOLT HOLES SHALL BE NOMINAL DIAMETER MARK SHEATHING EDGE NAILING FIELD NAILING SILL PLATE & BOTTOM/TOP PLATE DEAD LOAD : 12 psf OF BOLT PLUS 1#16" UNLESS NOTED CONN. @ FND CONN, LIVE LOAD: 40 psf OTHERWISE. LAG BOLT PILOT HOLES SHALL ,3 5/" 0 A.B. @ 48" x w4 BE PRE-DRILLED TO 60% OF THE NOMINAL A /s" CDX ONE 8d ® 6" 0/C 8d @ 12" 0/C 0/C W/ 2x SILL LTP4 @ 20" 0/C W/ ROOF LOAD DIAMETER OF THE LAG BOLT UNLESS NOTED FACE 2x BOTTOM PLATE PLATE DEAD LOAD: 15 psf OTHERWISE. 10d � 4" 10d ® 12" 5/8" D A.B. ® 14" Cn FLAT ROOF SNOW LOAD: 25 psf Q 15/,32" CDX EACH 0/C EACH 1Od EACH 0/C W/ 3x_SILL LTP4 @ 6" 0/C W/ 8. ALL SILL PLATES SHALL BE BOLTED TO FACE FACE FACE PLATE 3x BOTTOM PLATE (D SNOW EXPOSURE FACTOR (Ce): 1.1 SNOW LOAD IMPORTANCE FACTOR is : 1.0 THE FOUNDATION WITH 5#8" MINIMUM p o ( ) 10d ® 3" 10d ® 12" 5/g" 0 A.B. @ 12" THERMAL FACTOR (Ct): 1.1 DIAMETER BOLTS SPACED AT A MAXIMUM OF Q 1%2" CDX EACH 0/C EACH 0 C EACH 0 C W 3x SILL LTP4 ® 5" O/C W/ U 48" ON CENTER. BOLTS MUST BE EMBEDDED FACE Lo FACE /FACE / PLATE 3x BOTTOM PLATE 0 N WIND DESIGN DATA A MINIMUM OF 7" INTO CONCRETE ORLo MASONRY. SEE PLANS AND DETAILS FOR U) > 1 . BASIC WIND SPEED: 85 MPH SPECIFIC REQUIREMENTS WHERE APPLICABLE. SHEARWALL NOTES Q Q 2. WIND IMPORTANCE FACTOR (Iw): 1.0 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS NOTED �ri Q o BUILDING CATEGORY: II 9. RIM JOIST IS TO BE 11 4" LSL MINIMUM. OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING w o w 1U 3. WIND EXPOSURE: # 4. Kzt = 2.0 (SEE NOTE #3). w 0 10. PROVIDE DOUBLE JOIST UNDER ALL - w0)5. INTERNAL PRESSURE COEFFICIENT: NA PARALLEL PARTITION WALLS AND SOLID 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL 6. APPLICABLE WIND PRESSURE FOR BLOCKING UNDER PERPENDICULAR PARTITION SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND � COMPONENTS AND CLADDING: NA WALLS. TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. SESIMIC DESIGN DATA - o �n 3 11. CONTACT THIS OFFICE PRIOR TO MAKING 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS i� 00 >"' 1. SEISMIC IMPORTANCE FACTOR: 1.0 ANY CHANGES TO THESE DETAILS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH N w 04 SEISMIC USE GROUP: I NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL 2. SPECTRAL RESPONSE ACCELERATION (Ss): 124.0% G STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH -� w 3. SITE CLASS: D (ASSUMED) GENERAL NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x U o 4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 82.7%G 1. ALL MATERIALS AND WORKMANSHIP SHALL STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE 5. SEISMIC DESIGN CATEGORY: D CONFORM TO THE CONTRACT DRAWINGS. ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE 4� 6. BASIC SEISMIC-FORCE-RESISTING SYSTEM: NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE u� SHEARWALLS 2. DURING THE CONSTRUCTION PERIOD THE EVENLY SPACED (SEE 2003 IBC SECTION 2305.3.10). 7. DESIGN BASE SHEAR: SEE CALCULATIONS- CONTRACTOR SHALL BE RESPONSIBLE FOR THE 8. SEISMIC RESPONSE COEFFICIENT (Cs): 0.089 SAFETY OF THE BUILDING. THE CONTRACTOR 4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL 9. RESPONSE MODIFICATION FACTOR (R): 6.5 SHALL PROVIDE ADEQUATE SHORING, BRACING, - BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM-FIR 10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL AND GUYS IN ACCORDANCE WITH ALL NATIONAL, NO. 2 FRAMING WITH COMMON NAILS. FORCE PROCEDURE STATE, AND LOCAL SAFETY ORDINANCES. ANY 5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY W Q FRAMING LUMBER DEVIATION MUST BE APPROVED IN WRITING SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. (N PRIOR TO ERECTION. � . 1. FRAMING LUMBER SHALL BE HEM-FIR NO. 2. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL 0 GRADES ARE TYPICAL UNLESS OTHERWISE NOTED 3. ALL ERECTION PROCEDURES SHALL CONFORM INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED < a ON PLANS. LUMBER TO BE GRADE MARKED PER TO OSHA STANDARDS. ANY DEVIATION MUST AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF WCLIB SPECIFICATIONS. BE APPROVED BY OSHA PRIOR TO ERECTION. THE POST. J 0 2. STRUCTURAL SHEATHING SHALL BE APA RATED4. THE CONTRACTOR S _ HALL BE SOLELY 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, � Z PLYWOOD, EXPOSURE 1 SHEATHING CONFORMING TO RESPONSIBLE FOR ALL CONSTRUCTION AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3 COVER FOR EITHER COMMERCIAL STANDARDS P51-83, APA PROCEDURES. CONCRETE CAST AGAINST SOIL. PRP-108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF 3i6'' EDGE 5. THE CONTRACTOR SHALL BE RESPONSIBLE 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN Q W DISTANCE ON ALL NAILS AND Ya" EXPANSION JOINT FOR COORDINATING THE WORK OF ALL TRADES HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE ry BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING AND SHALL CHECK ALL DIMENSIONS. ALL SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A 0 REQUIREMENTS ARE AS FOLLOWS: DISCREPANCIES SHALL BE CALLED TO THE MINIMUM OF 5" INTO EXISTING CONCRETE. Ld ROOF SHEATHING TO BE 15/,32" INT-APA RATED ATTENTION OF THE ENGINEER AND BE RESOLVED N PLYWOOD OR 746" OSB WITH EXTERIOR GLUE, PRIOR TO PROCEEDING WITH THE WORK. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR W P.I. 24/0. NAIL WITH 8d NAILS AT 6" ON BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST CENTER AT PANEL EDGES AND 12" ON 6. DRAWINGS INDICATE GENERAL AND TYPICAL CORROSION. CENTER AT INTERMEDIATE MEMBERS. DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF 9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. SUB FLOORING TO BE 3/a" TONGUE AND SIMILAR CHARACTER TO DETAILS SHOWN, GROOVE C-D INT-APA RATED PLYWOOD OR SIMILAR DETAILS OF CONSTRUCTION SHALL BE 10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN 24. GLUE OSB WITH EXTERIOR GLUE, P.I. 48 USED SUBJECT TO REVIEW BY THE ENGINEER. / SHEARWALL SCHEDULE. AND NAIL WITH 10d NAILS AT 6" ON CENTER 7. ALL DETAILS DESIGNATED AS STANDARD OR STAGGER SHEARWALL EDGE ONE-SIDED SHEARWALL PER PLAN AT PANEL EDGES AND 12" ON CENTER AT TYPICAL SHALL OCCUR IN ADDITION TO ANY NAILING INTO EACH STUD INTERMEDIATE MEMBERS. OTHER SPECIFIC DETAIL CALLED OUT. STAGGER SHEARWALL EDGE 3. NAILING SHALL CONFORM TO TABLE 2304,9.1 OF 8. ALL INFORMATION SHOWN ON THE DRAWINGS NAILING INTO EACH STUD THE INTERNATIONAL BUILDING CODE UNLESS NOTED RELATIVE TO EXISTING CONDITIONS IS GIVEN AS .A- Y OTHERWISE. USE COMMON NAILS THROUGHOUT THE BEST PRESENT KNOWLEDGE, BUT WITHOUT Drawn By: CHRIS UNLESS NOTED OTHERWISE. GUARANTEE OF.ACCURACY. WHERE ACTUAL Checked By:CHRIS CONDITIONS CONFLICT WITH THE DRAWINGS, Date:04-26-13 4. NO STRUCTURAL MEMBER SHALL BE CUT OR THEY SHALL BE REPORTED TO THE ENGINEER NOTCHED UNLESS SPECIFICALLY DETAILED OR SO THE PROPER REVISIONS MAY BE MADE. SDA JOB NO. APPROVED IN WRITING BY THE STRUCTURAL HOLDOWNS PER PLAN MODIFICATIONS TO CONSTRUCTION DETAILS INSTALLED PER 70,30 ENGINEER. SHALL NOT BE MADE WITHOUT PRIOR WRITTEN TWO-SIDED SHEARWALL PER PLAN MANUFACTURER " APPROVAL BY THE ENGINEER. STRUCTURAL HEADS AND NUTS OF ALL BOLTS AND LAG ER DOUBLE HOLDOWNS @ SHEARWALL CORNER 5. PROVIDE PROPERLY SIZED WASHERS UG SCREWS NOTES BEARING ON WOOD. (TWO SIDED MEETS ONE SIDED) S-