2105 GRAND AVE 2017-08-18 - Laserfiche WebLink

BUILDING CODE 6. PROVIDE 3"x3"x0.229" WASHERS AT ALL 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. A " p # CONN. � FND LIVE LOAD: 40 psf OTHERWISE. LAG BOLT PILOT HOLES SHALL c e4 BE PRE-DRILLED TO 60% OF THE NOMINAL 1 3/a" CDX ONE A.B. ® 48" f N$ Q 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 / PLATE 2x BOTTOM PLATE DEAD LOAD: 15 psf OTHERWISE. 10d ® 4" 10d ® 12" 5/$" 0 A.B. ® 14" (n FLAT ROOF SNOW LOAD: 25 psf 0 1%2" CDX EACH SNOW EXPOSURE FACTOR (Ce): 1.1 8. ALL SILL PLATES SHALL BE BOLTED TO 6 FACE 0/FACECH 0/FACECH 0/C PLATE SILL LTP4 O�TTOMOPLA E/ � SNOW LOAD IMPORTANCE FACTOR (is): 1.0 THE FOUNDATION WITH 5#8" MINIMUM s „ D a DIAMETER BOLTS SPACED AT A MAXIMUM OF � 2" CDX EACH 10d @ 3' 1 O 0 12" /8 0 A.B. @ 12" THERMAL FACTOR (Ct): 1.1 48" ON CENTER. BOLTS MUST BE EMBEDDED FACE /C EACH 0/C W/ 3x SILL LTP4 BOTTOM 0/C W/ U L 0/C EACH 0 3x BOTTOM PLATE c� FACE FACE PLATE O WIND DESIGN DATA A MINIMUM OF 7" INTO CONCRETE OR L MASONRY, SEE PLANS AND DETAILS FOR Cf) >r," 1. BASIC WIND SPEED: 85 MPH SPECIFIC REQUIREMENTS WHERE APPLICABLE. SHEARWALL NOTES < a I" 2. WIND IMPORTANCE FACTOR (Iw): 1.0 1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS NOTED �M Q o BUILDING CATEGORY: II OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING J E3 -` N 3. WIND EXPOSURE: 9. RIM JOIST IS TO BE 11#4" LSL MINIMUM. rn 4. Kzt = 2.0 (SEE NOTE #3). or) w 00 5. INTERNAL PRESSURE COEFFICIENT: NA 10. PROVIDE DOUBLE JOIST UNDER ALL W i 6. APPLICABLE WIND PRESSURE FOR PARALLEL PARTITION WALLS AND SOLID 2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL Q M COMPONENTS AND CLADDING: NA BLOCKING UNDER PERPENDICULAR PARTITION SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, AND O N WALLS. TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. 3 SESIMIC DESIGN DATA - o , 3 1. SEISMIC IMPORTANCE FACTOR: 1.0 11. CONTACT THIS OFFICE PRIOR TO MAKING 3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS D 00 > Lri SEISMIC USE GROUP: I ANY CHANGES TO THESE DETAILS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH N w 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 -4 J I'l 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 STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE m . 1. ALL MATERIALS AND WORKMANSHIP SHALL 5. SEISMIC DESIGN CATEGORY: D CONFORM TO THE CONTRACT DRAWINGSENGINEER. FOR SHEARWALLS. #3 AND #4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE 4-16. BASIC SEISMIC-FORCE-RESISTING SYSTEM: NUMBER OF ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE (f 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, N0. 2 FRAMING WITH COMMON NAILS. FORCE PROCEDURE STATE, AND LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED IN WRITING 5. HOEDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY LL.I �� N FRAMING LUMBER PRIOR TO ERECTION. SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE PLANS. N 1. FRAMING LUMBER SHALL BE HEM-FIR NO. 2. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR ADDITIONAL 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 Q � 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. 0 Q 2 STRUCTURAL SHEATHING SHALL BE APA RATED 4. THE CONTRACTOR SHALL BE SOLELY 6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, 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. s PRP-108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF %?' EDGE 5. THE CONTRACTOR SHALL BE RESPONSIBLE 7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN <C W DISTANCE ON ALL NAILS AND Ys" EXPANSION JOINT FOR COORDINATING THE WORK OF ALL TRADES HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE 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. r- W ROOF SHEATHING TO BE 7%2" INT-APA RATED ATTENTION OF THE ENGINEER AND BE RESOLVED N PLYWOOD OR 3.6" OSB WITH EXTERIOR GLUE, PRIOR TO PROCEEDING WITH THE WORK. 8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR Lli 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 SUB FLOORING TO BE 3/a" TONGUE ANDSIMILAR CHARACTER TO DETAILS SHOWN, 9_ WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. - 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 NE-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 NAIUNG INTO EACH STUD THE INTERNATIONAL BUILDING CODE UNLESS NOTED RELATIVE TO EXISTING CONDITIONS IS GIVEN AS 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 UNI SDA JOB NO.ESS SPECIFICALLY DETAILED OR SO THE PROPER REVISIONS MAY BE MADE. HOLDOWNS PER PLAN 0 0 APPROVED IN WRITING BY THE STRUCTURAL MODIFICATIONS TO CONSTRUCTION DETAILS INSTALLED PER ENGINEER. SHALL NOT BE MADE WITHOUT PRIOR WRITTEN TWO-SIDED SHEARWALL PER PLAN MANUFACTURER APPROVAL BY THE ENGINEER. STRUCTURAL / 5. PROVIDE PROPERLY SIZED WASHERS UNDER DOUBLE HOEDOWNS Q SHEARWALL CORNER NOTES HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS _..._...... BEARING ON WOOD. (TWO SIDED MEETS ONE SIDED) S- 1 . i =j'-0" ��/