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705 OLYMPIC BLVD 2019 Plans 2022-12-15
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705 OLYMPIC BLVD 2019 Plans 2022-12-15
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Last modified
12/15/2022 10:28:23 AM
Creation date
12/15/2022 10:19:20 AM
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Address Document
Street Name
OLYMPIC BLVD
Street Number
705
Permit
B1907-016
Year
2019
Notes
GARAGE AND FAMILY ROOM ADDITION
Address Document Type
Plans
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SHEARWALL_ SCHEDULE (CDX) <br />MARK <br />SHEATHING <br />EDGE NAILING <br />FIELD NAILING <br />SILL PLATE & <br />BOTTOM/TOP PLATE <br />CONN. @ FND <br />CONN. <br />1 <br />3/8" CDX ONE <br />�d ®6" C <br />0 / <br />�d 12" 0 C <br />% <br />%" 0 A.B. @ 48" <br />O/C W/ 2x SILL <br />LTP4 20" O/C <br />W/ 2x BOTTOM <br />FACE <br />PLATE <br />PLATE <br />3/6" CDX ONE <br />Sd @ 4" O/C <br />8d @ 12" O/C <br />5/6„ 0 A.B. @ 36" <br />O/C W/ 2x SILL <br />LTP4 @ 14" O/C <br />W/ 2x BOTTOM <br />FACE <br />PLATE <br />PLATE <br />3 <br />15/32" CDX ONE <br />10d @ 4" ®/ C <br />10d @ 12" <br />®�89 � .B. @ 30" <br />/ / 3x SILL <br />LTP4 @ 12" O/C <br />W/ 2x BOTTOM <br />FACE <br />O/C <br />. <br />PLATE <br />PLATE <br />SHEARWALL NOTE <br />1. ALL STUDS, BLOCKING, TOP AND BOTTOM PLATES SHALL BE HEM -FIR NO. 2 UNLESS NOTED <br />OTHERWISE ON PLANS. ALL SHEATHING EDGES MUST BE BACKED WITH 2x OR WIDER FRAMING <br />(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 HOEDOWN POSTS AND CORNERS, AND <br />TO THE INSIDE EDGE OF FRAMING AROUND OPENINGS. <br />3. WHERE SHEATHING NAILING IS SHEARWALL #3 AND GREATER, ALL FRAMING MEMBERS <br />RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3-INCH <br />NOMINAL MEMBER. ADDITIONALLY, WHERE SHEARWALLS ARE SHEATHED ON BOTH FACES, ALL <br />STUDS AND PLATES RECEIVING EDGE NAILING FROM BOTH FACES MUST BE A SINGLE 3-INCH <br />NOMINAL MEMBER OR PANEL JOINTS MUST BE STAGGERED. IN EACH OF THESE CASES 3x STUDS <br />ARE REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS BY THE ENGINEER. FOR <br />SHEARWALLS #3 AND 4, A 2x SILL PLATE MAY BE USED IF TWO TIMES THE NUMBER OF <br />ANCHOR BOLTS REQUIRED BY THE SHEARWALL SCHEDULE ARE USED AND ARE EVENLY SPACED <br />(SEE 2003 IBC SECTION 2305.3.10). <br />4. SHEARWALL NAILING CRITERIA IS BASED ON TABLE 2306.4.1 OF THE INTERNATIONAL BUILDING <br />CODE (FOR CDX) OR REPORT NER-124 (FOR OSB). VALUES ARE BASED ON HEM -FIR NO. 2 <br />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 PLANS. <br />REFER TO THE APPROPRIATE DETAILS AND/OR HOEDOWN SCHEDULE FOR ADDITIONAL <br />INFORMATION REGARDING ANCHOR BOLTS, EMBEDMENT LENGTH, ETC. WHERE (2) 2x's ARE USED <br />AS A HOEDOWN POST, SHEARWALL EDGE NAILING MUST BE STAGGERED INTO EACH MEMBER OF <br />THE POST. <br />6. ANCHOR BOLTS MUST BE EMBEDDED -A MINIMUM OF 7" INTO CONCRETE OR GROUTED CMU, <br />AND SHALL BE PLACED TO PROVIDE A MINIMUM OF 2" COVER. PROVIDE 3" COVER FOR <br />CONCRETE CAST AGAINST SOIL. <br />7. ALL MACHINE BOLTS SHALL BE ASTM A307 OR BETTER. HILTI KWIK BOLTS/SIMPSON TITEN <br />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 />S. 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 />MAXIMUMCLEAR SPAN <br />I, /_ Iuslev. <br />FROM GONER <br />RIMJOIST 'STHD' <br />INSTALLATION w/ RIM <br />SHEARWALL EDGE NAILING TO - <br />BOTTOM PLATE. EXTEND <br />SHEATHING CONT. TO SILL. <br />PRESSURE TREATED SILL. <br />PLATE PER SHEARWALL <br />SCHEDULE. USE 2x6 W/ A.B. <br />0 48" O/C (MIN) <br />LTP4 PER SHEARWALL <br />SCHEDULE <br />SHEARWALL EDGE - <br />NAILING TO SILL <br />PLATE <br />mi <br />FROST DEPTH <br />(1 8" MIN) <br />IPERPLAN <br />HOLDOWN SCHEDULE <br />*FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS <br />MODEL <br />ANCHOR BOLT <br />THRU BOLTS OR <br />NAILS/SCREWS <br />EMBEDMENT/ <br />STRAP LENGTH <br />MINIMUM <br />EDGE DIST. <br />le <br />de <br />LSTHD8RJ <br />N/A <br />(24) 10d COMMON <br />S" EMBED <br />1y297 <br />NA <br />NA <br />STHD10/RJ <br />N/A <br />(28) 16d COMMON <br />10" EMBED <br />1y2" <br />NA <br />NA <br />HDU5-SDS2.5 <br />SSTB20 <br />(14) SDSy4x2.5 <br />165" EMBED <br />13/4" <br />NA <br />NA <br />SCREWS <br />HOLDOWN NOTES <br />1. ALL -THREAD BOLTS 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. HDU11 AND HHDQ14 <br />REQUIRE A 6x6 D F# 2 MINIMUM POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO <br />THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d <br />SINKERS STAGGERED @ 4" 0/C. <br />4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOIL. FOR <br />CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. <br />5. NAILS/SCREWS TO HOEDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. <br />6. ALL HOLDOWN BOLTS MUST BE RE -TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF <br />WALL. <br />FOR DOUBLE SIDED SHEARWALLS, <br />HOLDOWN POST. SEE LENGTH OF THE SHEATHING ON EACH FACE <br />HOLDOWN SCHEDULE OR SHEARWALL MUST EXTEND CONTINUOUS <br />PLAN FOR MINIMUM BETWEEN HOEDOWN POSTS AS <br />REQUIREMENTS SHOWN. <br />e <br />� \ A OPENING PER PLA <br />LOCATION OFJ STHD14RJ <br />HOLDOWN TO BE <br />INSTALLED TYPE OF HOEDOWN TO BE <br />INSTALLED <br />SHEARWALL DESIGNATION - SEE <br />SHEARWALL SCHEDULE FOR FRAMING, <br />NAILING AND ANCHORAGE <br />REQUIREMENTS <br />LATERAL MARKING LEGEND <br />SHEARWALL EDGE NAILING TO <br />BOTTOM PLATE. EXTEND <br />16d @ EA JOIST. SHEATHING CONT. TO SILL. <br />WHERE 3x BOTTOM PRESSURE TREATED SILL <br />PLATE IS REVD, USE PLATE PER SHEARWALL <br />SDSy4x4Y2 SCREW. SCHEDULE. USE 2x6 W/ <br />A.B. ® 48" O/C (MIN) <br />LTP4 PER SHEARWALL <br />MRMMuzzzalzz SCHEDULE <br />SHEARWALL EDGE <br />NAILING TO SILL PLATE <br />a <br />:® \-JOIST PER PLAN <br />.® (I --JOIST SHOWN) <br />WHEN STAMPED LATERAL <br />ONLY, REINFORCING BY <br />OTHERS. <br />®-9 • A 4. <br />a <br />FROST DEPTH <br />(1 8" MIN) <br />IPER PLAN <br />!1m <br />o <br />EPDXY HOLDOWN SCHEDULE <br />*FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE <br />MODEL <br />ANCHOR <br />FASTENERS TO <br />EMBEDMENT <br />MIN. EDGE <br />BOLT <br />POST <br />LENGTH <br />DISTANCE <br />HDU8-SDS2.5 <br />Z" 0 ATR <br />(20) y4,9 x 289 SDS <br />12" <br />13/a,, <br />SCREWS <br />POST PER <br />PLAN/SCHEDULE <br />2-2x MIN) <br />WEB STIFFEN R 1 <br />INSTALLED SNUG FOR-\ <br />-JOISTS. NO <br />STIFFENERS REQ'D FOR <br />SOLID SAWN. PLACE 2x6 <br />SQUASH BLOCK EA SIDE <br />OF JOIST. WHERE HD <br />DOES NOT LINE UP <br />OVER JOIST, USE <br />SQUASH BLOCK EQUAL <br />TO WIDTH OF HD POST <br />ABOVE (4x MIN). <br />�.a �® <br />EMBEDMENT <br />LENGTH <br />4 <br />HOLDOWN PER <br />PLAN (HDQB <br />SHOWN) <br />ALL -THREAD ROD, <br />DIAMETER AND EMBEDMENT <br />PER SCHEDULE <br />. BOTTOM PLATE PER <br />SHEARWALL SCHEDULE <br />-RIM JOIST PER PLAN. 1y2" <br />MIN WIDTH AT <br />SHEARWALLS. <br />PRESSURE TREATED SILL <br />PLATE PER SHEARWALL <br />SCHEDULE. <br />STEM WALL AND <br />FOOTING PER <br />PLAN. <br />HOLDOWN NOTES <br />1. ALL -THREAD BOLTS SHALL <br />CONFORM TO ASTM A307. <br />2. MINIMUM CONCRETE COMPRESSIVE <br />STRENGTH f'c m 2500 PSI <br />3. MINIMUM EDGE DISTANCE IS FOR <br />FORMED CONCRETE EXPOSED TO <br />WEATHER OR SOIL. FOR CONCRETE <br />CAST AGAINST SOIL PROVIDE 3" <br />CLEAR TO ANCHOR BOLT. <br />4. NAILS/SCREWS TO HOEDOWN POST <br />SHALL BE PER MANUFACTURER'S <br />SPECIFICATIONS. <br />5. MINIMUM CONCRETE WALL <br />THICKNESS 6". <br />6. WHEN FIELD CONDITION BECOME <br />LESS THAN MINIMUM SHOWN, <br />CONTACT ENGINEER PRIOR TO <br />PROCEEDING. <br />7. DRILL ANCHOR BOLT HOLES y8" <br />LARGER THAN ANCHOR BOLT <br />DIAMETER. <br />B. HOLDOWNS MAY BE ATTACHED TO <br />EXISTING CONCRETE USING SIMPSON <br />'SET' HIGH STRENGTH EPDXY. SIZE <br />AND EMBED PER CHART. ICBO <br />REPORT NO. ER-5279. <br />HOLDOWN INSTALLATION INTO EXISTING FOUNDATION <br />-16d @ EA BLOCK AND @ 12" <br />0/C INTO RIM. WHERE 3x <br />BOTTOM PLATE IS REQ'D, USE <br />SDS Y4x4 Y2 SCREWS <br />BLOCKING ® 48" <br />0/C W/ (3) 10d <br />NAILS <br />-JOIST PER PLAN <br />(I -JOIST SHOWN) <br />WHEN STAMPED LATERAL <br />ONLY, REINFORCING BY <br />--FOOTING PER J IPER PLANT FOOTING PER <br />4" 0 PERFORATED PLASTIC PIPE, PER PLAN PLAN 4" 0 PERFORATED PLASTIC PIPE. PLAN <br />CENTER IN ONE CUBIC FOOT OF CENTER IN ONE CUBIC FOOT OF <br />FREE DRAINING GRAVEL AND FREE DRAINING GRAVEL AND DRAIN <br />DRAIN TO APPROVED OUTFALL. TO APPROVED OUTFALL. <br />*BREAK SHEARWALL SHEATHING @ BOTTOM OF SILL PLATE <br />- JOISTS PERPENDICULAR JOISTS <br />PARALLEL <br />EXT. WALL FOU_N_DATI ON CONNECTION LATERAL ON LI__L <br />APPLICABLE FOR ALL SHEARWALLS -W/ RIM <br />SCALE: %"=1'-0" <br />OA <br />DOUBLE TOP PLATE W/ EDGE NAILING <br />©HOLDOWN <br />PER SCHEDULE AND <br />(STAGGER) <br />PLAN (HD08-SDS3 SHOWN) <br />@ <br />SHEARWALL EDGE NAILING AT ALL PANEL <br />COORDINATE ALL STUD AND <br />EDGES. BLOCKING AT ALL PANE EDGES <br />PLATE SIZES W/ SHEARWALL <br />WHERE APPLICABLE. <br />SCHEDULE REQUIREMENTS <br />EDGE NAILING TO HOLDOWN POST (FULL <br />Q <br />EDGE NAILING TO POSTS, TRIM <br />HEIGHT) STAGGER INTO DOUBLE STUDS <br />STUDS, AND KING STUDS <br />QD <br />STUDS @ 16" ON CENTER <br />KO <br />BEARING STUD FOR HEADER <br />(E)PRESSURE <br />TREATED SILL PLATE WITH <br />RIMJOIST TO BE Q2" MIN <br />EDGE NAILING AND ANCHOR BOLTS PER <br />THICKNESS AT ALL <br />SHEARWALLS <br />SHEARWALL SCHEDULE. <br />TOP PLATE SPLICE NAILING TO BE (B) 16d <br />SINKERS (MIN). LAP 48" MINIMUM. <br />CENTER SPLICE -ON STUD. <br />STD. SHEARWALL ELEVATION W <br />SCALE: )/q"=l'-0" <br />CITY OF EVERETT <br />REVIEWED FOR PERMUTt <br />-4=-J <br />L <br />L6 <br />0 <br />®® <br />(1) <br />> <br />0 <br />00 <br />Q) <br />®� <br />U <br />> <br />0 <br />N <br />L <br />Ca <br />Lli <br />t� <br />n <br />� [;!. I r �t <br />Drawn By. M KvP <br />Checked by: <br />Date-:7-1 0- 19 <br />
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