|
'V
<br /> •
<br /> LAP SPLICE fc'=2500 PSI fy=40000 PSI SOLID LUMBER PROPERTIES SHEATHING PROPERTIES W � 19-148
<br /> MEMBER SIZE SIZE SPECIES GRADE
<br /> J
<br /> LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE •
<br /> HEMLOCK-FIR ti � � DRAWN BY. GS
<br /> MISCELLANEOUS BARS TOP BARS WALL STUD, BLOCKING 2X4, 3X4, 2X6, 3X6 NR 2II
<br /> SPURGE-PINE-FIR ROOF 23/32 T&G 48/24 C-D 1 Zi
<br /> BAR 1
<br /> SILL PLATE 2X4, 3X4, 2X6, 3X6 P.T. HEMLOCK-FIR NR 2 *LI
<br /> N v REVIEWEDBY GSSIZE FLOOR 23/32 T&G 24 OC STURD-I FLOOR 1Ld LAP SPLICE Ld LAP SPLICE • �ITOP PLATES 2X4, 3X4, 2X6, 3X6 NR 2 WALLS 15/32 32/16 C-D 1 '� f► �..• '',SPURGE-PINE-FIRHEMLOCK-FIR it" „ „ POST 4X4, 4X6, 4X8 DOUGLAS FIR-LARCH NR 2 NOTES: •>�`ti. 0t W 6 '\
<br /> #3 12 16 16 21 - 1. USE MINIMUM THICKNESS AND MINIMUM APA RATING. , .1,. .. q--I r� .Y °a+ `6,a J \ _
<br /> HEMLOCK FIR r •• . ,.:••'•• a •+ '•
<br /> -
<br /> FLOOR JOIST OR ROOF RAFTER 2X8 THROUGH 2X12 NR 2 :4 • ` rr r • r _ ++;- _ TIP FLR-TO-FLR
<br /> SPURGE-PINE-FIR r
<br /> .•.* •r . + •:. . STRAP
<br /> #4 16" 21 21" 28" BEAM 4X6 THROUGH 4X12 DOUGLAS FIR-LARCH NR 2 COMMON WIRE NAILS PROPERTIES � , r ``r •`• .� HDU TO SILL PLATE
<br /> BEAM 6X6 THROUGH 6X12 DOUGLAS FIR-LARCH NR 1 PENNY WEIGHT 8d 10d 12d 16d 20d
<br /> #5 20" 26" 26" 34" TYP STHDxx
<br /> POST OR TIMBER 6X6, 6X8 DOUGLAS FIR-LARCH NR 1 DIAMETER (IN) 0.131 0.148 0.148 0.162 0.192 NO RIM AT FLUSH HEADER z
<br /> LEDGER 2X AND 3X DOUGLAS FIR-LARCH NR 2 LENGHT (IN) 2 i 3 3 i 3 1 4 SHEAR WALL HOLDOWN SCHEDULE w
<br /> NOTES: x
<br /> 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, LEDGER 4X DOUGLAS FIR-LARCH NR 1 NOTES: END STUD CAPACITY o
<br /> CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db 1. ALL COMMON WIRE AND BOX NAILS SHALL CONFORM TO NOMINAL SIZES SPECIFIED IN ASTM F1667. MODEL# ANCHORAGE TYPE FASTENERS AND CLEAR COVER > db. REQUIRED (LBS) }
<br /> )-
<br /> 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. PSL PROPERTIES (2)2x STUDS c� '
<br /> 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON �7 CS16 FLR-TO-FLR STRAP, CS=14" (26) 8d COMMON 1 705 ON o
<br /> DOCUMENTS AS "TOP BAR MEMBER SIZE SPECIES COMB USES _ HF#2 u M N
<br /> 5. ALL TABULATED VALUES ARE MINIMUM4. UNO, ALL LAPS SHALL BE N INCHES. BEAMS
<br /> B OR CLASS B (TOP BARS). BEAMS ALL 2.2E - SIMPLE SUPPORT WOOD-FRAMED DIAPHRAGM NAILING SCHEDULE MSTC40 FLR-TO-FLR STRAP, CS=18" (28) 16d SINKERS (2)2x STUDS 2,320 Q \ "
<br /> COLUMNS ALL 1.8E - POST OR TIMBER MEMBER FOR HEM-FIR FRAMING MEMBER
<br /> _, MSTC48B3 FLR-TO-FLR STRAP, CS=18" (38) 10d SINKERS (2)2x STUDS 3,420
<br /> WIAPHRAGM BOUNDARY PANEL SHEAR LOAD
<br /> �+ DIA SW SHEATHING NAIL SIZE Sc& BLOCKING
<br /> CONCRETE FOOTING SCHEDULE TYPE APA-RATED SPACING 0 REQUIRED FRAMING MEMBER CAPACITY (PLF) MSTC52 FLR-TO-FLR STRAP, CS=18" (44) 16d SINKERS (2)2x STUDS 3,645
<br /> PANEL EDGES AND FIELD NAILING PATTERN AT ABUTTING (SEISMIC) .
<br /> FTG MARK FTG SIZE REINFORCING PANEL EDGES MSTC66B3 FLR-TO-FLR STRAP, CS=18" (38) 10d SINKERS (2)2x STUDS 3,875 ZVELT
<br /> HOOK BARS 24X24X10 2'-0"x2'-0"XO'-10"DP (3) #4 EW, BOTT 23/32" CD-EXT 0.131"0 y 2 1/2"
<br /> 30X30X10 2'-6"x2'-6"XO'-10"DP (4) #4 EW, BOTT DIA-1 OR OSB 8d 0 6 OC EDGE NO - 2x 237
<br /> » ENGINEERING DESIGN PLLC
<br /> 8d 0 12 OC FIELD (2)2x STUDS
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 36X36X10 3'-0"x3'-0"XO'-10"DP (4) #4 EW, BOTT o " nHF#2 MID WALL 2,250
<br /> „ 0.131 0 x 2 1/2" „ » CONCRETE STRAP, 8" STEM
<br /> BAR DIA 42X42X12 3-6"x3'-6"X1'-0"DP (5) #4 EW, BOTT 23/32 CD-EXT » 0.131 x 2 1/2
<br /> SIZE DIA-1B OR OSB 8d 0 6 OC EDGE YES 2x 251 STHD10/ WALL, STANDARD/RIM JOIST
<br /> D A OR G J D A OR G " ' „ „ 8d © 12"OC FIELD 8d 0 6 OC STHD1ORJ EL=25" EL=39" CS=17"MAX (20) 16d SINKERS
<br /> 48X48X12 4-0 x4 -0 X1 -0 DP (5) #4 EW, BOTT / (2)2x STUDS- EMBED 10" MIN HF#2 CORNER 1,975 STRUCTURAL ENGINEERING
<br /> „
<br /> » ,,,, NOTES: 23/32" CD-EXT 0.148 x 3"
<br /> (2)2x STUDS
<br /> #3 6db 2 1 5" 3" 2 4 6" 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, DIA-2 OR OSB 10d 0 6 OC EDGE NO - 2x 265 HF#2 END WALL 1,610
<br /> CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db p 10d 0 12"OC FIELD '
<br /> AND CLEAR COVER > db. o
<br /> #4 6db 3" 6" 4" 3" 8" 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. " 6619 132ND AVE NE,#126
<br /> (2)2x STUDS KIRKLAND,WA 98033
<br /> 0.148"� x 3" 3,695
<br /> 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON " » » HF#2 MID WALL
<br /> 23/32" CD-EXT 10d 0 6 OC EDGE 0.148 0 x 3 •
<br /> „ DOCUMENTS AS "TOP BAR". DIA-2B YES » 2x 298 CONC STRAP, 8" STEM WALL
<br /> #5 6db 3 7 5 3 10 OR OSB 10d CO 12 OC FIELD 10d CO 6"OC Zvelt.Eng@outlook.com
<br /> 4. UNO, ALL LAPS SHALL BE MINIMUM CLASS B OR CLASS B (TOP BARS). STAGGERED STHD14/ STANDARD EL=27"/ (22) 16d SINKERS (2)2x STUDS
<br /> 5. ALL TABULATED VALUES ARE IN INCHES. STHD14RJ RIM JOIST EL=40" CS=17" 3,695
<br /> A OR G 6. CONTINUOUS FOOTINGS ASSUME 8"X16" HIGH STEMWALL NOTES: EMBED 14" MIN HF#2 CORNER '
<br /> "I "I 1. BLOCKED DIAPHRAGM SHALL APPLY TO UNSUPPORTED PANEL EDGES WHERE SHADED PER PLAN. "B" MEANS BLOCKED
<br /> 90° 2. H6 CLIP TO EACH ROOF TRUSS EACH SIDE OF MULTIPLE TRUSSES. (2)2x STUDS 2,685
<br /> HF#2 END WALL ,
<br /> c� \-'- "D D) 180° ALTERNATE: MST27 STRAP W/ ALA
<br /> •
<br /> o o z (30) 16d SINKERS, 1/2 EA END,
<br /> EA TOP & BOTT (2) ROWS 16d NAILS STAGGERED (2)2x STUDS 4,870
<br /> ��" S
<br /> CENTERED, waS 1•r
<br /> a N `' R BREAK (WITHIN AREA OF SPLICE 0 HDU8 8"� SST628 EMBED (20) t/q"0x2�/2" SDS HF#2Q��F y4. .y
<br /> 6OC) (NOT REQUIRED 0 ALTERNATE) ,t
<br /> F\ ; 2 /20 MIN 4'-0" MIN SPLICE LAP 25" MIN WOOD SCREWS 6x STUDS DF#1 7,870 z
<br /> AiLl
<br /> _ NOTES: "° •
<br /> ° -� •• �� 1I�S�i� � n; 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC.; ACCEPTABLE 7°p� ''4G s'
<br /> HOEDOWN AT HEADERS A AVAILABLE MANUFACTURERSFf � '"• '',1���.,.
<br /> EQUIV LENT PRODUCT SUBSTITUTIONS ARE V ILABLE FROM OTHER WITH THE ENGINEER
<br /> DOUBLE TOP PLATE APPROVAL. `�1uNAL
<br /> NOTES: (54) 1 COMMON: 2. LOCATE ALL HOLDOWNS AT ENDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED HEM-FIR END STUDS.
<br /> 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, FLR-TO-HDR STRAP (12) 0 FACE OF HDR
<br /> CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db BREAK LOWER MSTC48B3 (HDR 91/4" MIN DEPTH) (4) 0 BOTT OF HDR, (2)2x STUDS 3,930 3,380 3. BUNDLED END"STUDS SHOULD BE STITCH-NAILED TOGETHER USING MINIMUM (2) 16d 0 10"OC, UNO. EXPIRES 07-07-20
<br /> AND CLEAR COVER > db. PLATE © �,, � 38 © STUDS 4. LOCATE HDU# & HDC# HOEDOWNS AT CONCRETE FOUNDATION LEVEL.
<br /> 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. STUD CENTERLINE I ki
<br /> \� ( ) LOCATE "CMST#" Sc "MSTC#" STRAPS AT FLOOR-TO-FLOOR CONNECTIONS.
<br /> 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON �.� (56) 10d COMMON: 5. ALL HOLDOWN ANCHOR BOLTS SHALL BE MIN 4" FROM CONCRETE WALL ENDS.
<br /> DOCUMENTS AS "TOP BAR". STUDS & FLR-TO-HDR STRAP (14) 0 FACE OF HDR, 6. USE "SSTB" FOR 2x SILL PLATES & "SSTBL" FOR 3x OR (2)2x SILL PLATES.
<br /> SPACING MSTC66B3 1 » (2)2x STUDS 4,440 3,820 PROJECT NAME;
<br /> 4. UNO, ALL LAPS SHALL BE MINIMUM CLASS 6 OR CLASS B (TOP BARS), o�ALo (HDR 11 /q MIN DEPTH) (4) 0 BOTT OF HDR, 7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM 1 /2 EDGE DISTANCE FROM CONCRETE CORNER TO
<br /> 5. ALL TABULATED VALUES ARE IN INCHES. NOTE: - - PER PLAN NO RIM AT
<br /> FLUSH HEADER (38) 0 STUDS "STHD" STRAP. USE "RJ" STYLE WITH "STHD" WHERE RIM JOIST IS PRESENT.
<br /> FLOOR JOISTS NOT SHOWN FOR CLARITY. 8. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS.
<br /> TYPICAL (N) PLATE SPLICE DETAIL 9. MSTC40 CAN BE REPLACED WITH MSTC48B3 AT FLOOR MEMBERS AND MSTC52 WITH MSTC66B3 WHERE •
<br /> INDICATED.
<br /> CONCRETE & REINFORCING SCHEDULES
<br /> M
<br /> A N
<br /> .0
<br /> NOTES: WOOD-FRAMED SHEAR WALL SCHEDULE
<br /> 1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS5 ,., g .
<br /> ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. FOR HEM-FIR STUD FRAMING W/8d SHEATHING NAILS
<br /> 2. BLOCKING IS REQUIRED AT ALL UNSUPPORTED PANEL EDGES. SW SW SHEATHING BASE PLATE FRAMING CLIP FRAM{NG AT BLOCKING ANCHOR BOLT TO SILL PLATE AT MUDSILL ANCHOR SHEAR WALL SHEAR WALL `�' C. H
<br /> 3. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT EDGE NAILING AT PANEL CONCRETE (OPTION IN LIEU OF CAPACITY(PLF) CAPACITY(PLF) ►-.
<br /> WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS. HOEDOWN REQUIREMENTS PER PLANS. TYPE APA-RATED NAILING TO WALL BELOW PANEL EDGES EDGES FOUNDATION FOUNDATION ANCHOR BOLTS} (SEISMIC) (WIND) 19 =
<br /> 4. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN o •
<br /> BUILT-UP HOLDOWN POSTS. ADDITIONAL INFORMATION PER HOLDOWN SCHEDULE Sc DETAILS. „ " 1 " 5/g"0 0 44"OC P.T. 2x d
<br /> " " 15 » 0.131 � x2Y 0.162 � x3 /2 " " E-+ vo41
<br /> 5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131 0x2y NAILS AT 12 OC SW-1 /2 CD-EXT CLIP 0 16 OC 2x 2x CLIP 0 36 OC 242 339
<br /> WHERE STUDS ARE SPACED AT 16"OC AND 0.131"0x2Y" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. 0 0 6 OC 0 5 OC 5/8 0 0 44"OC P.T. 3x VECEOVE---
<br /> ______v‘....._ 6. "LTPS" SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT PLATE TO RIM. W 5 ,, 0 28"0C P.T. 2x J/
<br /> 7. BASED ON 0.131"0x1y NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING, USE 0.131"0x2y" NAILS WHERE INSTALLED OVER • 15 » 0.131"0 x 2Y" 0.162"0 x 31/2" 3x or » FEB 1 2 2020 .J
<br /> / POST PER PLAN SHEATHING. Z SW-2 /2 CD-EXT 0 4"OC © 4"OC CLIP 0 12 OC 2x FLAT 2x 5 „ CLIP 0 24 OC 353 495
<br /> -
<br /> 8. SIMPSON "A35" MAY BE USED IN LIEU OF "LTP5". `" '8 © 4$ OC P.T. 3x
<br /> CITY OF EVERETT
<br /> 5/ "0x6" TITEN HD 9. WHERE JOISTS ARE HUNG FROM MUD SILL, USE P.T. 3x RIPPED TO STEM WALL WIDTH W/COUNTER-SUNK ANCHOR BOLTS PER SHEAR » 5 "0 0 20"OC P.T. 2x Permit Services
<br /> 8 WALL SCHEDULE. 1%2" O 10 3"OC 0.162"0� x 31/2" CLIP © 8"OC 2x 3x or �a CLIP 0 18"OC 456 637
<br /> SIMPSON "ABE" POST BASE 10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 3"x3"xO.229"(MIN). THE HOLE IN THE SW-3 CD-EXT 0 3"OC FLAT 2x 5 „ SHEET TITLE:
<br /> PLATE WASHER MAY BE DIAGONALLY SLOTTED 1 16"x1 4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER STAGGERED /g 0 32 OC P.T. 3x
<br /> 3/q" CHAMFER PLINTH EDGES AND NUT. PLATE WASHER TO EXTEND TO WITHIN y" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. WHERE 0.131"� x " 0.162"O x 31/ " CLIP 0 8"OC
<br /> T/PLINTH ,� SHEAR WALLS ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, USE 4.5"x3"x0.229"(MIN) PLATE WASHERS. EMBED ANCHOR o SW-6 15/32" CD-EXT ® 3"OC 0 3"OC 2 BOTH SIDES, 3x OR 3x %8"0 0 16"OC P.T. 3x CLIP 0 9"OC 911 1274
<br /> .� \ f 44
<br /> e [5/8"0x8" w BOTH SIDE STAGGERED 2x
<br /> �{i ��' #4 HAIRPINS x 18" BOLTS 7" MINIMUM INTO THE CONCRETE. TITEN HD ANCHOR SCREWS MAY BE USE IN LIEU OF J-BOLTS AT EXISTING STAGGERED STAGGERED STAGGERED
<br /> g 1 ANT (2) EACH WAY CONCRETE WITH PLATE WASHER & SPACING REQUIREMENTS PER SCHEDULE.] m " " „ 1 " „
<br /> As T/GRADE 11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED o 15 » 0.131 x 2y 0.162 x 3 /2 CLIP © 6 OC
<br /> 3x OR
<br /> �!-1�!-�! + ' III-III-III (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT SW-7 �2 CD-EXT ® 3"OC, CO 2"OC BOTH SIDES, STAGGERED 2x 3x %g"0 0 12"0C P.T. 3x CLIP ® 6"OC 1190 1665 NOTES AND
<br /> _ III--I I=III .d •
<br /> '' aL`-1 (-I I WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES. BOTH SIDE STAGGERED STAGGERED STAGGERED
<br /> ►- I I I-1 11- .•• o./•�i 1 (-1 1 I 12. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL SCHEDULES
<br /> K o \ -LLI-.-I I .• -` 1 BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE N 2" MIN
<br /> a • a „ NAILING. EDGE NAILING z o
<br /> f- z • 1 / CLt2 z �' SPACING END DIST
<br /> to N 2 13. WHERE ABUTTING PANELS OR SILL PLATES REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM/SILL PLATES AT EACH STUD z o w
<br /> WITH (3) 0.148"0x31/4" TOENAILS. 1Od NAILING PER SPACING RIMBOARD cN' W PER SCHED
<br /> w -"'doo °a ° ° SW SCHEDULE M o PER SCHED Q RIMBOARDAs 6/FOOTING a- • a CONC FTG W/ (2) #4 EA WAY, BOTT 1/8" EXPANSION JOINT, ,� p .,
<br /> 10 \ \ \ l ' itt-111-=1117-"'' '
<br /> SHEATHING EDGE ' ,- 0 0 �g
<br /> IBC 2015, 1II , 0
<br /> 0
<br /> ad COMPETENT NATIVE SOIL OR
<br /> to / COMPACTED STRUCTURAL FILL
<br /> PER PLAN SQ NAILING PER SCREWS PER SCHED
<br /> z SCHEDULE 1
<br /> SHEET NUMBER:
<br /> PLAN VIEW-ABUTTING PANEL "' , (2) ROW RIMBOARD NAILING .
<br /> EDGES AT SW3 & SW4 (2) ROW RIMBOARD SCREW/BOLT ATTACHMENT A S 2
<br /> CITY OF EVERET
<br /> RE�IIE�NEC FOR P RMIT' S 3
<br /> .
<br /> 1 TYPICAL FOOTING WITH PLINTH •
<br />
|