|
II -
<br /> SOLID LUMBER PROPERTIES z7...___,
<br /> 19-128 •
<br /> LAP SPLICE fc'=2500 PSI fy=40000 PSI MEMBER SIZE SIZE SPECIES GRADE SHEATHING PROPERTIES
<br /> W
<br /> LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE HEMLOCK-FIR �^ � DRAWN BY: GS
<br /> MISCELLANEOUS BARS TOP BARS WALL STUD, BLOCKING 2X4, 3X4, 2X6, 3X6 SPURCE-PINE-FIR NR 2ROOF 15/32 32/16 C-D 1 ^
<br /> •BAR X6 - NR 2 _ 0• REVIEWED BY: GS
<br /> SIZE SILL PLATE 2X4, 3X4, 2X6, 3 P.T. HEMLOCK FIR FLOOR 23/32 T&G 24 OC STURD I FLOOR 1 •" I -
<br /> Ld LAP SPLICE Ld LAP SPLICE _ % I"HEMLOCK-FIRo .. .
<br /> TOP PLATES 2X4, 3X4, 2X6, 3X6 NR 2 WALLS 15/32 32/16 C-D 1 �•
<br /> jui
<br /> SPURCE-PINE-FIR
<br /> POST 4X4, 4X6, 4X8 DOUGLAS FIR-LARCH NR 2 NOTES: $�: r' �, W
<br /> #3 12 16 16" 21 1. USE MINIMUM THICKNESS AND MINIMUM APA RATING. i,-i .`• • ' •=,- _o '•a i 's=`�
<br /> HEMLOCK-FIR ��•- "� TYP FLR-TO-FLR
<br /> FLOOR JOIST OR ROOF RAFTER 2X8 THROUGH 2X12 SPURCE-PINE-FIR NR 2 .•. ' ���3i , .• � ''��Y•• '
<br /> - STRAP
<br /> #4 16" 21" 21" 28" BEAM 4X6 THROUGH 4X12 DOUGLAS FIR-LARCH NR 2 COMMON WIRE NAILS PROPERTIES N/7.) • SHDU TO SILL PLATE
<br /> #5 20" 26" 26" 34" BEAM 6X6 THROUGH 6X12 DOUGLAS FIR-LARCH NR 1 PENNY WEIGHT 8d 10d 12d 16d 20d
<br /> DIAMETER (IN) 0.131 0.148 0.148 0.162 0.192
<br /> POST OR TIMBER 6X6, 6X8 DOUGLAS FIR-LARCH NR 1 TYP STHDxx NO RIM AT FLUSH HEADER •LEDGER 2X AND 3X DOUGLAS FIR-LARCH NR 2 LENGHT (IN) 2 I 3 3 i 3 3 4 SHEAR WALL HOLDOWN SCHEDULE
<br /> NOTES: •
<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
<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 REQUIRED (LBS) .•
<br /> AND CLEAR COVER > db.
<br /> 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. PSL PROPERTIES
<br /> 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON S CS16 FLR-TO-FLR STRAP, CS=14 (26) 8d COMMON (2)2x STUDS 1,705 cA
<br /> " HF#2 ._ �
<br /> DOCUMENTS AS "TOP BAR". MEMBER SIZE SPECIES COMB USES _
<br /> 4. UNO, ALL LAPS SHALL BE MINIMUM CLASS B OR CLASS B (TOP BARS).
<br /> SIMPLE SUPPORT WOOD-FRAMED DIAPHRAGM NAILING SCHEDULE MSTC40 FLR-TO-FLR STRAP, CS=18" (28) 16d SINKERS (2)2x STUDS 2,320 Q N
<br /> 5. ALL TABULATED VALUES ARE IN INCHES. BEAMS ALL 2.2E WOOD R �' \
<br /> COLUMNS ALL 1.8E - POST OR TIMBER MEMBER FOR HEM-FIR FRAMING MEMBER
<br /> J MSTC48B3 FLR-TO-FLR STRAP, CS=18" (38) 10d SINKERS (2)2x STUDS 3,420 •;
<br /> w DIAPHRAGM BOUNDARY PANEL •
<br /> SHEAR LOAD
<br /> DIA SW SHEATHING NAIL SIZE & BLOCKING CAPACITY (PLF) MSTC52 FLR-TO-FLR STRAP, CS=18" (44) 16d SINKERS (2)2x STUDS 3,645
<br /> CONCRETE FOOTING SCHEDULE TYPE APA-RATED SPACING © REQUIRED FRAMING MEMBER •
<br /> PANEL EDGES AND FIELD NAILING PATTERN AT ABUTTING (SEISMIC) ZVELT
<br /> FTG MARK FTG SIZE REINFORCING PANEL EDGES MSTC66B3 FLR-TO-FLR STRAP, CS=18" (38) 10d SINKERS (2)2x STUDS 3,875
<br /> HOOK BARS 24X24X10 2'-0"x2'-0"XO'-10"DP (3) #4 EW, BOTT 15/32" CD-EXT 0.131"0 >x 2 1/2" -
<br /> 30X30X12 2'-6"x2'-6"X1'-O"DP (4) #4 EW, BOTT DIA-1 OR OSB 8d © 6 ,OC EDGE NO 2x 237 ENGINEERING DESIGN PLLC
<br /> w 8d 12 OC HELD (2)2x STUDS 2,250
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 36X36X12 3'-0"x3'-0"X1'-0"DP (4) #4 EW, BOTT HF#2 MID WALL
<br /> cc
<br /> 0.131"O x 2 1/2" „ " CONCRETE STRAP, 8" STEM
<br /> BAR „ „ " 15/32 CD-EXT 0.131 x 2 1/2"
<br /> •
<br /> DIA 42X42X12 3-6 x3 -6 X1 -0 DP (5) #4 EW BOTT DIA-1 B 8d © 6 OC EDGE YES 2x 251 STHD10/ WALL STANDARD/RIM JOIST
<br /> SIZE OR OSB 8d © 6"OC (20) 16d SINKERS
<br /> D A OR G J D A OR G 48X48X12 4-0"x4'-O"X1'-O"DP (5) #4 EW, BOTT 8d © 12"OC HELD STHD1ORJ EL=25"/EL=39" CS=17"MAX
<br /> ,� (2)2x STUDS 1,975 STRUCTURAL ENGINEERING •.
<br /> EMBED 10 MIN HF#2 CORNER
<br /> NOTES: 23/32" CD-EXT 0.148"0 x 3" (2)2x STUDS 1,610
<br /> #3 6db 2 in 5" 3" 2 i"" 6" 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, DIA-2 OR OSB 10d © 6"OC EDGE NO - 2x 265 HF#2 END WALL •
<br /> CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db o 10d CO 12"OC FIELD
<br /> AND CLEAR COVER > db. 0 6619132ND AVE NE,#126
<br /> 3" ^ " 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. u- „ „ (2)2x STUDS KIRKLAND,WA 98033
<br /> #4 6db 6" 4 3 8 0.148 0 x 3 HF 2 MID WALL 3,695
<br /> 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW OR AS NOTED ON 23/32" CD-EXT 10d © 6"OC EDGE YES 0.148"0 x� 3" 2x 298 #
<br /> #5 6db 3 i" 7" 5" 3 i" 10" DOCUMENTS AS "TOP BAR". DIA-2B OR OSB 10d © 12 OC FIELD 10d © 6 OC CONC STRAP, 8" STEM WALL g@
<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 Zyelt.En outlook com
<br /> 5. ALL TABULATED VALUES ARE IN INCHES. STHD14RJ RIM JOIST EL=40" CS=17" 3 695
<br /> yA OR G 6. CONTINUOUS FOOTINGS ASSUME 8"X16" HIGH STEMWALL NOTES: EMBED 14" MIN
<br /> HF#2 CORNER '
<br /> 'I f 1. BLOCKED DIAPHRAGM SHALL APPLY TO UNSUPPORTED PANEL EDGES WHERE SHADED PER PLAN. "B" MEANS BLOCKED (2)2x STUDS
<br /> 90° 2. H6 CLIP TO EACH ROOF TRUSS EACH SIDE OF MULTIPLE TRUSSES. HF#2 END WALL 2,685 •,
<br /> �-- iD D) 180° ALTERNATE: MST27 STRAP W/ 2 2x STUDS ZELA
<br /> � o (30) 16d SINKERS, /2 EA END, (2) ROWS 16d NAILS STAGGERED
<br /> ( ) 4,870 w Sl
<br /> o CENTERED, EA TOP & BOTT (WITHIN AREA OF SPLICE ©
<br /> Q N �� R BREAK HDUB /"0 SSTB28 EMBED (20) t/4"0x2t/2" SDS HF#2 �'7'pF ASy44
<br /> 4d OR 6 OC) (NOT REQUIRED © ALTERNATE)
<br /> 4'-0" MIN SP_C P 25 MIN WOOD SCREWS +��`•
<br /> 2 1/2" MIN 6x STUDS DF#1 7,870 '' ''� V z
<br /> risi
<br /> _ NO_
<br /> ° �!.�. Amam-
<br /> i, i;` 1. HOEDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE CO. INC.; ACCEPTABLE �'p� ,PF521s4R�� ���
<br /> 1 •�• ; HOLDOWN AT HEADERS EQUIVALENT PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH THE ENGINEER .`F`FIQNAL <>�
<br /> DOUBLE TOP PLATE APPROVAL. •
<br /> NOTES: (54) 10d COMMON: 2. LOCATE ALL HOEDOWNS AT ENDS :SF: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) © FACE OF HDR, EXPIRES: 07-07-20
<br /> CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db BREAK LOWER \ MSTC48B3 (HDR 9t/4" MIN DEPTH) (4) © BOTT OF HDR, (2)2x STUDS 3,930 3,380 3. BUNDLED END STUDS SHOULD BETCH-NAILED TOGETHER USING MINIMUM (2) 16d © 10 OC, UNO.
<br /> AND CLEAR COVER > db. PLATE © `, �,- 4. LOCATE HDU# & "HDC#" AT CONCRETE FOUNDATION LEVEL.
<br /> 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. STUD CENTERLINE I �� (38) © STUDS LOCATE "CMST#" & "MSTC#" STRAAT FLOOR-TO-FLOOR CONNECTIONS.
<br /> 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 /> 3. TOP BAR = HORIZONTAL BAR WITH MORE THAN. 12" E
<br /> DOCUMENTS AS "TOP BAR". STUDS & v. FLR-TO-HDR STRAP (14) © FACE OF HDR, 2 2x STUDS 4 440 3 820 6. USE "SSTB" FOR 2x SILL PLATES & "SSTBL" FOR 3x OR (2)2x SILL PLATES. PROJECT NAME:
<br /> 4. UNO, ALL LAPS SHALL BE MINIMUM CLASS B OR CLASS B (TOP BARS). SPACING MSTC66B3 1 " O t .
<br /> o�A�o (HDR 11 /4 MIN DEPTH) (4) (� 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 FLUSH HEADER (38) © STUDS "STHD" "STHD"
<br /> STRAP. USE "RJ" STYLE WITH 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. O
<br /> CONCRETE & REINFORCING SCHEDULES H
<br /> Q ,.i
<br /> 0
<br /> N
<br /> 00 .
<br /> NOTES: WOOD-FRAMED SHEAR WALL SCHEDULE v H
<br /> 1. WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS FOR HEM-FIR STUD FRAMING W/8d SHEATHING NAILS W N
<br /> ON OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS.
<br /> 2. BLOCKING IS REQUIRED AT ALL UNSUPPORTED PANEL EDGES. SW SW SHEATHING BASE PLATE FRAMING CLIP FRAMING AT SILL PLATE AT t;BLOCKING ANCHOR BOLT TO MUDSILL ANCHOR SHEAR WALL SHEAR WALL A NE-1
<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) WW
<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) P4 M
<br /> 4. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN •
<br /> •
<br /> BUILT-UP HOLDOWN POSTS. ADDITIONAL INFORMATION PER HOLDOWN SCHEDULE & DETAILS. „ ^ t „ /g"0 © 44"OC P.T. 2x W
<br /> STRUCTURAL ABBREVIATIONS 5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131"0x2y" NAILS AT 12"0C SW-1 1%2" CD-EXT 0.131 x 0.162 x 3 /2 CLIP © 16"OC 2x 2x CLIP © 36 OC 242 339 U
<br /> STRUCTURAL ABBREVIATIONS ,� w © 6 OC © 5 OC %"0 © 44"OC P.T. 3x ZO
<br /> WHERE STUDS ARE SPACED AT 16 OC AND 0.131 0x2,Y2 NAILS AT 6 OC WHERE STUDS ARE SPACED AT 24"OC. o
<br /> AB ANCHOR BOLT GLB GLULAM BEAM 6. "LTP5" SHALL BE ORIENTED LENGTHWISE (HORIZONTAL) AT PLATE TO RIM. 5 •
<br /> ARCH ARCHITECTURAL w 1 3x or /g"0 © 28"OC P.T. 2x a
<br /> GR GRADE 7. BASED ON 0.131"0x1y" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING, USE 0.131"0x2y" NAILS WHERE INSTALLED OVER 15 ^ " " 2„
<br /> BOT BOTTOM z_ 32 0.131 �,x 0.162 0 �x 3 ^ FLAT •2x r, „
<br /> BLKG BLOCKING HDR HEADER SHEATHING. SW-2 / CD © 4 OC © 4 OC CLIP © 12 OC 2x 5 CLIP © 24 OC 353 495 .
<br /> HF HEM-FIR 8. SIMPSON "A35" MAY BE USED IN LIEU OF "LTP5". `" /g © 48 OC P.T. 3x
<br /> BM BEAM IBC INTERNATIONAL BUILDING CODE
<br /> BW BASEMENT WALL IN INCH 9. WHERE JOISTS ARE HUNG FROM MUD SILL, USE P.T. 3x RIPPED TO STEM WALL WIDTH W/COUNTER-SUNK ANCHOR BOLTS PER SHEAR 0.131"0 x 2Y" „ 1 „ /"0 © 20"OC P.T. 2x
<br /> CAP CAPACITY INFO INFORMATION WALL SCHEDULE. SW-3 1/32" CD-EXT © 3"OC 0.162 0 x 3 /2 CLIP © 8"OC 2x 3x or CLIP © 18"OC 456 637 •
<br /> CL CENTER LINE 10. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 3 x3 x0.229 (MIN). THE HOLE IN THE © 3 OC FLAT 2x 5 ^0 ® 32"OC P.T. 3x SHEET TITLE: •
<br /> CLR CLEAR K JOIST PLATE WASHER MAY BE DIAGONALLY SLOTTED 1 16"x13/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER STAGGERED /8
<br /> CONC CONCRETE K KIP(1 000 LBS) •
<br /> LF LINEAR FOOT 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"0 x " 0.162"0 x 3t/2" CLIP © 8"OC
<br /> CONN CONNECTION USE 4.5"x3"x0.229"(MIN) PLATE WASHERS. EMBED ANCHOR 0 SW_6 1 32 CD-EXT © 3"OC © 3"OC BOTH SIDES 3x OR 3x /g"0 © 16"OC P.T. 3x CLIP © 9"OC 911 1274
<br /> CONT CONTINUOUS LVL LAMINATED VENEER LUMBER SHEAR WALLS ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, w BOTH SIDE STAGGERED 2x
<br /> DBL DOUBLE MAX MAXIMUM BOLTS 7" MINIMUM INTO THE CONCRETE. [5/8"0x8" TITEN HD ANCHOR SCREWS MAY BE USE IN LIEU OF J-BOLTS AT EXISTING o STAGGERED STAGGERED STAGGERED
<br /> DET DETAIL MIN MINIMUM MUNBER CONCRETE WITH PLATE WASHER & SPACING REQUIREMENTS PER SCHEDULE.] m 0.131"0 x 0.162"0 x 31/2" CLIP © 6"OC
<br /> DF DOUGLAS-FIR NTS NOT TO SCALE 11. PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED o 15/2" CD-EXT 3x OR /g"0 © 12"OC P.T. 3x CLIP © 6"OC 1190 1665 NOTES AND
<br /> •
<br /> DIA DIAPHRAGM OC ON CENTER (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT SW-7 BOTH SIDE © 3"OC, 2"OC BOTH SIDES, STAGGERED 2x 3x
<br /> DWG DRAWING PL PLATE WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL NOTES. STAGGERED STAGGERED STAGGERED SCHEDULES
<br /> EA EACH PSI POUNDS PER SQUARE INCH 12. AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL -
<br /> EF EACH FACE PSF POUNDS PER SQUARE FOOT BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE 1-- 2" MIN •
<br /> PSL PARALLEL STRAND LUMBER NAILING. EDGE NAILING z N z o END DIST EL ELEVATION N
<br /> ES EACH SIDE SOG SLAB-ON-GRADE 13. WHERE ABUTTING PANELS OR SILL PLATES REQUIRE 3x MINIMUM, NAIL STUDS TO 3x BOTTOM/SILL PLATES AT EACH STUD z o ,�, SPACING
<br /> EQ EQUAL STD STANDARD 1 z w RIMBOARD o PER SCHED
<br /> 10d NAILING PER SPACING N
<br /> EXT EXTERIOR SW SHEAR WALL WITH (3) 0.148 0x3 /4 TOENAILS. SW SCHEDULE ,�w PER SCHED ``' RIMBOARD •'
<br /> FDN FOUNDATION TOW TOP OF WALL 1/8" EXPANSION JOINT a 0 "
<br /> FF FINISH FLOOR UNO UNLESS NOTED OTHERWISE p zNg IBC 2015
<br /> FT FEET ZED ZVELT ENGINEERING DESIGN SHEATHING EDGE
<br /> FTG FOOTING W/ �� F I C
<br /> GA GAUGE / z ` z SCREWS PER SCHED
<br /> GALV GALVANIZED W/O WITHOUT (2 NAILING PER - r 1
<br /> z z SCHEDULE SHEET NUMBER:
<br /> PLAN VIEW-ABUTTING PANEL M to- (2) ROW RIMBOARD NAILING (2) ROW RIMBOARD SCREW
<br /> EDGES AT SW3 & SW4 ATTACHMENT S 2 . •I
<br /> CITY OF EVERETT •
<br /> REVIEWED FOR PERMIT S 5 ....
<br /> .
<br /> . .
<br /> TYPICAL ABBREVIATIONS
<br />
|