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BUILDING COD <br />2012 INTERNATIONAL _ _Di_ <br />FLOOR LOAD <br />DEAD LOAD 25 p <br />LIVE LOAD: 40 ps3i <br />ROOF LOAD <br />DEAD LOAD: 15 psf <br />FLAT ROOF SNOW LOAD:25 psf <br />SNOW EXPOSURE FACTOR (Ce): 1.1 <br />SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 <br />THERMAL FACTOR (Ct): 1.1 <br />WIND DESIGN DATA <br />1. BASIC WIND SPEED: 110 MPH <br />2. WIND IMPORTANCE FACTOR (Iw): 1.0 <br />BUILDING CATEGORY: II <br />3. WIND EXPOSURE: C <br />4. Kzt = 1.38 <br />5. INTERNAL PRESSURE COEFFICIENT: NA <br />6. APPLICABLE WIND PRESSURE FOR <br />COMPONENTS AND CLADDING: NA <br />SESIMIC DESIGN DATA <br />1. SEISMIC IMPORTANCE FACTOR: 1.0 <br />SEISMIC USE GROUP: 1 <br />2. SPECTRAL RESPONSE ACCELERATION (Ss): 123.8% G <br />3. SITE CLASS: D (ASSUMED) <br />4. SPECTRAL RESPONSE COEFFICIENTS (SDS): 82.%G <br />5. SEISMIC DESIGN CATEGORY: D <br />6. BASIC SEISM IC®FORCE®RESISTING SYSTEM: <br />SHEARWALLS <br />7. DESIGN BASE SHEAR: SEE CALCULATIONS <br />8. SEISMIC RESPONSE COEFFICIENT (Cs): 0..127 <br />RESPONSE MODIFICATION FACTOR (R): 6.5 <br />10. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL <br />FORCE PROCEDURE <br />1. FRAMING LUMBER SHALLNO. <br />GRADES ARE TYPICAL UNLESS OTHERWISE NOTE[11' <br />ON PLANS. LUMBER TO BE GRADE MARKED PEO <br />WCLIB SPECIFICATIONS. <br />SHEATHING2. STRUCTURAL SHALL BE APA RATED <br />PLYWOOD, EXPOSURE 1 SHEATHING CONFORMING TO <br />EITHER COMMERCIAL STANDARDS P51-83, APA <br />PRP-108, OR VOLUNTARY PRODUCT STANDARD <br />PSE-92. PROVIDE A MINIMUM OF Y8" EDGE <br />:DISTANCE ON ALL NAILS AND Y8" EXPANSION JOINT <br />iBETWEEN ALL PANEL EDGES. MINIMUM SHEATHING <br />REQUIREMENTS _ AS FOLLOWS: <br />ROOF SHEATHING TO BE APB RATED <br />PLYWOOD OR �116" OSB WITH EXTERIOR GLUE, <br />0- NAIL WITH 8d NAILS AT r. ON <br />CENTER AT PANEL EDGES <br />CENTER AT INTERMEDIATE BE <br />SUB FLOORING TO BE Y4" TONGUE AND <br />GROOVE -D _ ; P A RATED PLYWOOD OR <br />OSB WITH EXTERIOR GLUE, P.I. GLUE <br />AND NAIL WITH 10d NAILS ATCENTER <br />AT PANEL ON -_ AINTERMEDIATE MEMBERS. <br />- <br />3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF <br />THE INTERNATIONAL BUILDING CODE UNLESS NOTED <br />OTHERWISE. USE COMMONaTHROUGHOUT <br />UNLESS NOTED OTHERWISE. <br />4. NO STRUCTURAL MEMBER SHALL 6E CUT OR <br />NOTCHED UNLESS SPECIFICALLY DETAILED OR <br />APPROVED IN WRITING BY THE STRUCTURAL <br />ENGINEER. <br />5 PROVIDE PROPERLY SIZEf WASHERS 'f N <br />HEADSAND NUTS OF ALL BOLTS <br />AND <br />A <br />SCVE4/S BEARING ON WOOD. <br />6. PROVIDE 3"x,3"xO.229" WASHERS AT ALL <br />ANCHOR <br />• BOLTS. <br />JOIST IS TO BE _4 <br />10. PROVIDE DOUBLE JOIST 1NDER ALL <br />wARALLEL PARTITION WALLS AND SOLID <br />tLOCKING UNDER PERPENDICULAR PARTITION <br />LLS. <br />rive I tomm"o I <br />FA <br />,-I, <br />4. THE CONTRACTOR SrALL BE SOLELY <br />RESPONSIBLE FOR ALL CONSTRUCTION <br />PROCEDURES. <br />SHEARWALL SCHEDULE (CDX) � <br />MARK <br />SHEATHING <br />EDGE <br />NAILING <br />FIELD NAILING <br />SILL PLATE <br />& <br />BOTTOM/TOP PLATE! <br />CONN. ® FND <br />CONN. <br />3/8" <br />CDX <br />ONE <br />8d 0 <br />6" O/C <br />8d ® 12" O/C <br />5/a" 0 <br />O/C <br />A.B. @ <br />W/ 2x <br />48" <br />SILL <br />LTP4 @ 20" O/C <br />W/ 2x BOTTOM <br />FACE <br />PLATE <br />PLATE <br />2 <br />�/8" <br />CDX <br />ONE <br />8d <br />99 <br />4 O/C <br />8d 12 O/C <br />5/8" 0 <br />O/C <br />A.B. <br />W/ 2x <br />36" <br />SILL <br />LTP4® 14" O/C <br />W/ 2x BOTTOM <br />FACE <br />PLATE <br />PLATE <br />�/32" <br />CDX <br />ON <br />10d <br />99 <br />4 O/C <br />10d @ 12" <br />5/8" o <br />O/C <br />A.B. <br />W/ 3x <br />30" <br />SILL <br />LTP4 ® 12" O/C <br />W/ 2x BOTTOM <br />FACE <br />O/C <br />PLATE <br />PLATE <br />4' <br />5/2" <br />CDX <br />ONE10d <br />3" O/C <br />10d 12" <br />8, <br />5/8 C <br />/ <br />W B. <br />,9 <br />S24ILL <br />LTP4 9" O/C W/ <br />FACE <br />O/C <br />PLATE <br />3x BOTTOM PLATE <br />99 <br />CDX <br />EAC <br />10d <br />98 <br />2 O/C <br />10D ® 1299 <br />O/C EACH <br />5/�99 0 <br />O/C <br />A.B. <br />W/ 3x <br />10" <br />SILL <br />„ <br />LTP4 3 O/C W/ <br />FACE <br />EACH <br />FACE <br />FACE <br />PLATE <br />3x BOTTOM PLATE <br />SHEARWALL NOTE <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 WIDER <br />FRAMING (SEE NOTE 3). <br />2. SHEATHING MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL SHEARWALL <br />SHEATHING MUST EXTEND TO THE OUTISDE EDGE OF ALL HOLDOWN POSTS AND CORNERS, <br />AND TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />NAILING3. WHERE SHEATHING - - _ <br />ABUTTING3-INCH NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH <br />P\ECEIVING EDGE NAILING FROM <br />7ACES, ALL STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A <br />i�INGLE 3-INCH NOMINAL MEMBERR PANEL JOINTS BE STAGGERED. EACH OF <br />TIMESTHESE CASES 3x STUDS ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE <br />PLANS BY THE ENGINEER. FOR SHEARWALLS #3 AND #4, A 2x SILL PLATE MAY BE USE), <br />TWO - NUMBER OF ANCHOR --REQUIRED SCHEDULE <br />,R- USED N ARE EVENLY__E (SEE 2003IBC SECTION . • . <br />4. SHEARWALL NAILING CRITERIA IS BASED TABLE 2306.4.1 <br />F THE <br />INTERNATIONAL <br />lUILDING CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON <br />-- NO. 2 FRAMINGWITH COMMON NAILS. <br />SCHEDULE5. 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 <br />MEMBERADDITIONAL INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) <br />2x's ARE USED AS A HOLDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO <br />EACH OF ' • <br />6. ANCHOR BOLTS MUST BE EMBEDDED A MINIMUM OF 7" INTO CONCRETE OR GROUTED <br />CMU, AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER <br />FOR CONCRETE <br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON <br />TITEN HD BOLTS OF THE SAME DIAMETER AS SHOWN IN THE SHEARWALL SCHEDULE MAY BE <br />SUBSTITUTED FOR ANCHOR BOLTS INTO EXISTING CONCRETE. BOLTS SHALL BE EMBEDDED A <br />MINIMUM OF 5" INTO EXISTING CONCRETE. <br />8. ALL NAILS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD (EXCEPT FOR <br />BORITE TREATED WOOD) MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL TO RESIST <br />CORROSION. <br />9. WHERE 10d NAILS ARE SPACED AT 3" ON CENTER OR LESS, NAILS MUST BE STAGGERED. <br />10. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR CDX SPECIFIED IN <br />SHEARWALL SCHEDULE. <br />�F EVERETT <br />REVIEWFE <br />P=T <br />U) <br />0 <br />0 <br />a � <br />e <br />Lo <br />(� <br />Lo <br />� <br />W / <br />r- <br />PO <br />® <br />W <br />-V0 <br />®� <br />U) <br />0 <br />Z)n <br />� � <br />®moo <br />po <br />u <br />>� <br />LLJ� <br />z <br />0 <br />D <br />LA-1 <br />N <br />Ld <br />w <br />STRUCTURAL <br />NOTES <br />S-1.0 <br />