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DVILUIIVl.7 I;VUt: <br />2006 INTERNATIONAL BUILDING CODE <br />FLOOR LOAD: <br />DEAD LOAD: 12 psf <br />LIVE LOAD: 40 psf <br />ROOF LOAD: <br />DEAD LOAD: 15 psf <br />FLAT ROOF SNOW LOAD: 25 psf <br />SNOW EXPOSURE FACTOR (Ce): 1.0 <br />SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 <br />THERMAL FACTOR (Ct): 1.0 <br />WIND DESIGN DATA: <br />1. BASIC WIND SPEED: 85 MPH <br />2. WIND IMPORTANCE FACTOR (Iw): 1.0 <br />BUILDING CATEGORY: II <br />3. WIND EXPOSURE: C <br />4. INTERNAL PRESSURE COEFFICIENT: NA <br />5. APPLICABLE WIND PRESSURE FOR <br />COMPONENTS AND CLADDING: NA <br />SESIMIC DESIGN DATA: <br />7. SEISMIC IMPORTANCE FACTOR: 1.0 <br />SEISMIC USE GROUP: I <br />2. SPECTRAL RESPONSE ACCELER,4TION (S s): 125.0% <br />3. SITE CLA55: D (ASSUMED) <br />4. SPECTRAL RESPONSE COEFFICIENT$ (Sos): 83.3°/a <br />5. SEISMIC DESIGN CATEGORY: D <br />6. BASIC SEISMIGFORCE-RESISTING SYSTEM: SHEARWALLS <br />7. DESIGN BASE SHEAR: 18,232 Ibs <br />8. SEISMIC RESPONSE COEFFICIENT (Cs): NA <br />9. RESPONSE MODIFICATION FACTOR (R): 6.5 <br />10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE <br />FRAMING LUMBER <br />1. FRAMING LUMBER SHALL BE HEM-FIR NO. 2. GRP,DES ARE TYPICAL UNLESS <br />OTHERWISE NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLIB <br />SPECIFICATIONS. <br />2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 <br />SHEATHING CONFORMINGTO EITHER COMMERCIAL STANDARDS P51-83, APA <br />PRP-108, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM OF <br />%" EDGE DISTANCE ON ALL NAILS AND Ye" EXPANSION JOINT BETWEEN ALL PANEL <br />EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: <br />ROOF SHEATHING TO BE 15/2' C-D INT-APA RATED PLYWOOD WITH EXTERIOR <br />GLUE, P.I. 24/0. USE 5-PLY FOR PANELIZED ROOFS. NAIL WITH 8d NAILS AT b" <br />ON CENTER AT PANEL EDGES AND 8d AT 12" ON CENTER AT INTERMEDIATE <br />MEMBERS. <br />SHEARWALL SCHEDULE (OSB) <br />MARK SHEATH�NG EDGE FIELD SILL PLATE & BOTTOM/TOP <br />NAILING NAILING CONN. @ FND PLATE CONN. <br />Q %y" OSB ONE FACE 8d @ 6" O/C Bd @ 72" O/C 5/�� m qg, @ qgw p�� yy� LTP4 @ 32" O/C W/ 2x <br />2z SILL PLPSE BOTTOM PLATE <br />Q �/a' O58 ONE FACE 8d Q 4" O/C Bd @ 72" O/C %�� m q,8. @ 36" O/C W/ LTP4 @ 20" O/C W/ 2z <br />. 2x SILL PLATE BOTTOM PLATE <br />� �/6" OSB EACH FACE 8d @ 3" O/C Hd @ 12" O/C %° m A.B. @ 76" O/C W/ LTP4 @ 5" O/C W/ 3x <br />EACH FACE EACH FACE 3x SILL PLqTE BOTTOM PLAlE <br />SHEARWALL NOTES <br />1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM-FIR NO. 2 UNLESS <br />NOTED OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR <br />WIDER FRAMING (SEE NOTE #3�. <br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL <br />SHEARWALL SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS <br />AND CORNERS, AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING <br />MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN <br />A SINGLE 3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE <br />SHEATHED ON BOTH FACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM <br />BOTH FACES MUST BE A SINGLE 3-INCH NOMINAL MEMBER OR PANEL JOINTS MUST BE <br />STAGGERED. IN EACH OF THESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY <br />NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR SHEARWALL #3 AND #4, A 2x <br />SILL PLATE MAY BE USED IF TWO TIMES THE NUMBER OF ANCHOR BOLTS REQUIRED BY <br />THE SHEARWALL SCHEDULE ARE USED AND ARE EVENLY SPACED (SEE 2003 IBC SECTION <br />2305.3.10). <br />4. SHEARWALL NAILiNG CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL <br />BUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON <br />HEM-FIR NO. 2 FRAMING WITH COMMON NAILS. <br />5. HOLDOWNS AND OTHER CONNECTIONS MAY BE REQUIRED AT THE ENDS OF MANY <br />SHEARWALLS. SIZES AND LOCATIONS OF THESE CONNECTORS ARE INDICATED ON THE <br />PLANS. REFER TO THE APPROPRIATE DETAILS AND/OR HOLDOWN SCHEDULE FOR <br />ADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, EfC. <br />WHERE (2) 2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE <br />STAGGERED INTO EACH MEMBER OF THE POST. <br />6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR <br />GROUTED CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE <br />3" COVER FOR CONCRETE CAST AGAINST SOIL. <br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KVJIK BOLTS/SIMPSON <br />5UB FLOORING TO BE 3/e" TONGUE AND GROOVE C-D INT-APA RATED PLYWOOD , TITEN HD BOLTS OF THE SAME DIAMEfER AS SHOWN IN THE SHEARWALL SCHEDULE MAY <br />WITH EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH l Od NAILS AT 6" ON ' gE SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE <br />CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE MEMBERS. EMBEDDED A MINIMUM OF 5" INTO EXISTING CONCRETE. <br />O56 OF EQUAL OR GREATER SPAN RATING MAY BE USED AS A SUBSTITUTE FOR g. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT <br />CDX PANELS. FOR BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO <br />3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL RESIST CORROSION. <br />BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS �i 9. WHERE l Od NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. <br />THROUGHOUT UNLESS NOTED OTHERWISE. , <br />4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY <br />DEfAILED OR APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. <br />5. PROVIDE PROPERLY SIZED WASHERS UNDER HEADS AND NUTS OF ALL BOLTS <br />AND LAG SCREWS BEARING ON W000. <br />b. PROVIDE 2x2x%6' WASHERS AT ALL ANCHOR BOLTS. VERIFY WITH LOCAL <br />JURISDICTION REQUIREMENTS. <br />7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS Y6' UNLESS NOTED <br />OTHERWISE. LAG BOLT PILOT HOLES SHALL BE PRE-DRILLED TO 60% OF THE <br />NOMINAL DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. <br />8. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/" MINIMUM <br />DIAMETER BOLTS SPACED AT A MAXIMUM OF 48" ON CENTER. BOLTS MUST BE <br />EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR MASONRY. SEE PLANS AND <br />DETAILS FOR SPECIFIC REQUIREMENTS WHERE APPLICABLE. <br />9. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. <br />HOLDOWN POST. SEE <br />HOLDOWN SCHEDULE <br />OR PLAN FORMINIMUM <br />REQUIREMENTS <br />LOCATION OF HOLDOWN <br />TO BEINSTALLED <br />SHEARWALL DESIGNATION - <br />oF SEE SHEARWALL SCHEDULE <br />�� FOR FRAMING, NAILING AND <br />ANCHORAGE REQUIREMENTS <br />LATERAL MARKING LEGEND <br />� DOUBLE TOP PLATE W/ EDGE NAILING (STAGGER) <br />08 SHEARWALL EDGE NAILING AT ALL PANEL EDGES. <br />BLOCKING AT ALL PANEI EDGES WHERE APPLICABLE. <br />Q EDGE NAILING TO HOLDOWN POST (FULL HEIGHT) <br />STAGGER INTO DOUBLE STUDS <br />QD STUDS @ 16" ON CENTER <br />OO PRESSURE TREATED SILL PLATE WITH EDGE NAILING <br />AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. <br />O TOP PL4TE SPLICE NAILING 70 BE (8) lbd SINKERS <br />(MIN�. LAP 46" MINIMUM. CENTER SPLICE ON STUD. <br />QG HOLDOWN PER SCHEDULE AND PLAN (HD48-SD53 <br />SHOWN) <br />QH COORDINATE ALL STUD AND PLATE SIZES w/ SHEARWALL <br />SCHEDULE REQUIREMENTS <br />JQ EDGE NAILING TO PO5T5, TRIM STUDS, AND KING STUDS <br />Q BEARING STUD FOR HEADER <br />�D. SHEARWALL ELEVATION W/O RIM <br />� � I SCALE: Ys =1 -0 . <br />�J <br />HOLDOWN SCHEDULE <br />•FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS <br />MODEL ANCHOR THRU BOLTS OR EMBEDMENT/ MINIMUM <br />BOLT NAILS/SCREWS STRAP LENGTH EDGE DIST. le de <br />STHDB/RI N/A (24) 16d COMMON 8" EMBE� 1yZ^ NA NA <br />STHD10/RU SSTB76 (28) lbd COMMON 10" EMBED 1Yz" NA NA <br />HDU8-SD52.5 55T628 (20) SDSYex3 SCREWS 24%° EMBED 13/a' NA NA <br />HDUI l-SD52.5 ��� 0 A307 ROD 30 SDSY x�SCREWS 35" EMBED 13/e' 70" 75" <br />W/ 2" WASHER ( � <br />CS14 N/A (34) lOd COMMON W CLEAR SPAN + 38" CENTER ON RIM NA NA <br />SINGLE STUD J015T <br />M5T46 N/A (32) 16d COMMON IN 48„ CENTER ON RIM <br />DOUBLE STUD JOIST NA NA <br />MST60 N/A (46� 16d COMMON IN bp„ CENTER ON RIM NA NA <br />DOUBLE STUD JOIST <br />HOLDOWN NOTES <br />1. ALL-THREAD BOI.TS SHALL CONFORM TO ASTM A307. <br />2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI <br />3. ALL HOLDOWNS REQUIRE A(2) 2x POST UNLESS NOTED OTHERWISE. HHDQ11 <br />AND HHDQ14 REQUIRE A 4x6 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS <br />ARE INSTALLED INTO THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH <br />OPENING PER PLAN � NAILED TOGETHER W/ 16d SINKERS STAGGERED @ 4" O/C. <br />`TYPE OF HOLDOWN TO BE INSTALLED <br />- SEE HOLDOWN SCHEDULE <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER <br />OR SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR <br />BOLL <br />5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S <br />SPECIFICATIONS. <br />6. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR TO ENCLOSING 2ND <br />SIDE OF WALL. <br />t� h <br />'� 4 <br />C � N � 0 <br />N <br />t� <br />� P <br />0 <br />� U c�i <br />� � <br />� <br />� ��� <br />Qm n N <br />N � � O <br />c �;o� � <br />� � o�o v <br />d Q� V <br />•�j Q Q N � <br />V/ �3a <br />� = N (`� � <br />ro <br />p o > ,ri <br />L N W (v <br />� �, v <br />v Z <br />� O <br />� <br />Cn <br />W <br />� � <br />� U <br />¢ <br />Om <br />Uz <br />> _ <br />O <br />W U <br />x <br />� � <br />W O <br />QO <br />Z <br />� N <br />U <br />Drawn By: DPD <br />Checked By: CCC <br />Date: 6-30-08 <br />SDAJOBNO. <br />5425 <br />STRUCTURAL <br />NOTES <br />5-�.Q <br />