2223 TAYLOR DR 2020-06-30 - Laserfiche WebLink

st EQUILIBRIA STRUCTURAL ENGINEERING SHEAR WALL SCHEDULE-REFER TO DETAIL 11S2 FLOOR TIES&HOLDDOWNS H ! I I ' ! SHEAR FLOW FLOOR TO FLOOR CONNECTIONS: i — - 4 ! MIN, SIMPSON HOLDDOWN m .LTP4.CUPS MAY BE INSTALLED VERTICALLY OR TIE/HOLD ..MIN.POST POST NAILING MINIMUM ANCHOR BOLT SILL ASD END/CORNER ITEM ANCHOR COMMON OR GALVANIZED HORIZONTALLY,AND APPLIED OVER UP TO Y$ FRAMING SIE PLATE WASHER 1 SHEAR DOWN ( SIZE DISTANCE NAME ANCHORAGE BOLTS SHEATHING.•LIPS CLIPS SHALL BE INSTALLED R FOR MARK SHEATHING BOX NNIS HORIZONTALLY.USE 8d COMMON WAILS(21U LONG)IF ATABUTTING WALLG MINIMUM SHALL EXTEN(EDGE Of D TO HEM-FIR PLANS) BE USED IN .. .. .. _ APPLIED OVER SHEATHING.. _ PANELS PULTE08� WITHIN))OF THE ,FRAMING, MSTA38 l2)2x_DF82 N/A MSTA36 (28)10tl WA LIEU OF/e (BLOCK ALL EDGE OF PLATE ALSO (16)164 1 notep PANEL EDGE RIM JOIST, SILL RATE HORIZONTAL SIDE WITH VALID MSTC28 (2)2A..OFR N/A MSTC28 N/A OSB) (BLOCK ALL FIELD ( BASE PLATE TO DRAG STRUT JOINTS) RIM or BLOCKING ANCHORS JOINTS)note b SHEATHING)note a FOR TO TOP PLATE note DOUG-FIR SINKER (1)nde e (2)nae a -- I FRAMING MSTCIO (2)2z OFi12 MA M8TC40- SINKER j N/A (3)notee (4)n01ee (5)nolee (6)notee _---_— (36)184 (7)ndee (8)notee I r --I wa ( ! SW1 %o STE ONE 8d@S0.C. 18d et12'O.C.I 16d COMMONµ COMMON 7 QSO.C.N Yz OAB.µ45 2x NOMINAL 123 NOMINAL 3'33'x0229' 150 PLF 1 I u 1 I MSTC48B3 (2)2x_DFN2 N/A MSTC4883 •µ)10d 1 N/A 40 8.O.C, O.C.&ENDS I - I i TOE-NAILED WASHER ! (46)16d __ I _ MSTC52 (2)2x_DF112 N/A MSTC52 SINKER N/A - SW2 'e Cs)?B ONE 8404'O.C. 9d @ 12'O.C. 16d COMMONµ SIMP LTP4 Ii.O A.B.54 326 2+NOMINAL 2x NOMINAL 3•x 3'x 0.229' 350 PLF MSTCee (2)2x_DM N/A MSTC88 --- N/A 1 __ _ BIDE _ S°O,C. _T µ1T O.C, O.C.&ENDS WASHER__ I _ (66)16d N/A D rrh 8W3 %e'SOSS ONE µ 3`O.C. ed 12'O.C. 1Bd COMMONµ SIMP LTP4 Ye 0A8.µ24' 3.33'x0229° 4.i �y 3x NOMINAL 2x NOMINAL 456 PLF •STHD14/ STHD14l (3B)i8d p?�p`i+' 4°O.C. I µ73"O.C. O.C.&ENDS WASHER 1 F-- STHDI4RJ (2)2x DF#2 Yz STHDI4R) SINKER I WA = i. BW4 din 08E ONE 84µ70.C, 8dµ72'O.C. led COMMONµ SIMP LTP4 Yz"OAB.µ19' 3'x Yx022B' SIDE 3.0.C. µ10.0.C. O.C.&ENDS NOMINAL 23 NOMINAL WASHER 605 Pt.F - C7 J I ( HDU2SDS (8)gDSYa x 0-11, /'OSB TWO I SIMP LTPB SIMP LTP4 HOW (2)2x_DM I 4Ya' 2=•WOOD %'0637878 SW5 16°S8 T 8dµ4.0.C. 8dµ12.0.C, ye 0 A8. 78° 3x NOMINAL 3x NOMINAL, 3•x 3•x 0229' 707 PLF 2,B SCREWS ANCHOR BOLT 8 �9"O.C. 08'0C O.C_&ENDS WA3HER„notea t�'� i/ o T SWB' 'be OSB TWO ea S•O.C. ad 17 O.C. SIMP LIPS SIMP LTP4 Yi OAS.µ.t7 3`x3"x0225 I HDU4-SDS (10)SDS Ys x ea 06846x24 •_ SIDES 3x NOMINAL 3x NOMINAL 911 PLF HOW (2)2:L DM 4 Ye 2.5SCFtEW8 ANCHOR BOLT ' A µTO.C� to O.C.&ENDS WASHER,notea 1^�1 $ SW7 �V SET 8d982'O.C. Bdµ170.C. SIMPLTP6 SIMP LTP4 Yz OAB.µ9' 3x NOMINAL 3x NOMINAL 3'x3.30229' . 1190PLF I I (1 x C, µ50.C. 015.0.C. O.C.&ENDS I i WASHER nob I HDU••` I (2)2K_DF7l2 4Y.' HDUSSDS %'O SBYex24 ”Cl SHEAR WALL SCHEDULE NOTES: 2.5 ANCHOR BOl7 8.. 2x6 SILL PLATES MAY REQUIRE DIAGONALLY SLOTTED APPROVED WASHERS(PROVIDE STD CUT WASHER IN ADDITION)OR 3'x4Yex 0.229'WASHERS.24 DOUBLE SHEATHED WALLS HIM 4x8 DF82 or 4 Y" HOUB:4D3 (20)SDS Y4"x I �/e"00s8R:Q4 m ALWAYS REQUIRE S'x4Yz'x 0.228•WASHERS THE LARGER WASHERS ARE NEEDED TO PROVIDE THE Yx`EDGE DISTANCE AS REQUIRED BY NDS CODE 8x8 DF#2 2.6 5 ANCHOR BOLT A. FOR THE SW3&SW4 DESIGNATIONS(2)2x&STITCHED TOGETHER WITH(2)ROWS OF 16dµr O.C.STAGGERED MAY BE USED IN UEU OFA 3x NOMINAL-MEMBER AT ABUTTING PANEL EDGES. FOR THE SW5&SW6 DESIGNATIONS(2)2x6 STITCHED TOGETHER WITH(2)ROWS OF 18dµS•O.C.STAGGERED MAY BE USED IN UEU OFA 3x NOMINAL MEMBER FOR SILL PLATES AND AT ABUTTING PANEL EDGES. Y"0 17554 G38 o. DO NOT USE SPF WALL FRAMING UNI Fce THE ENGINEER OF RECORD IS NOTIFIED PRIOR TO INSTALLATION.THIS SCHEDULE ISVAL ID FOR DOUG FIR FRAMING WITHOUT ANY LOAD I I11554 ANCHOR $ REDUCTIONS. 333 EEMBED S AU.WALLS SHALL BE FRAMED USING 2x STUDS SPACED 0 18'0,0.BLOCK ALL PANEL HORIZONTAL EDGES.ABUTTING SHEAR PANELS SHALL OCCURAT A CONTINUOUS VERTICAL.FRAMING gpL7INTO MEMBER.UNLESS OTHERWISE NOTED ON PLANS,ALL EXTERIOR WALLS SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF SWI. i (34)100 3Yi INTO e. (x)DENOTES CORRESPONDING'SHEAR FLOW CONNECTIONS°BETWEEN SHEAR FLOW DIAGRAM(DETAIL 1/S1)AND SHEAR WALL SCHEDULE.CONTACT ENGINEER PRIOR TO CONSTRUCTION MST80 I (2)2x_OF#2 Ye MET80 COMMON THICK STEM 07/27/18 IF ANY SHEAR FLOW CONNECTION ELEMENTS ARE UNCLEAR. FRAMINGNIALS NTHICK . PEWS OR HIGHER PERFORATED SHEAR WALL SYSTEMS REQUIRE 2x SAWN RIM JOIST AND SHALL NOT BE USED WITH LVL OR LSL RIM JOISTS IN ENGINEERED FLOOR SYSTEMS. WALL W/SIMP S. PEW WALLS REFER TO"PERFORATED SHEAR WALLS.PER NDS.PERFORATED SHEAR WALLS SHALL HAVE UNIFORM TOP AND BOTTOM ELEVATIONS,AND<200'TOTAL HEIGHT. ( I "AT XP" EPDXY.REFER. SILL PLATE ANCHOR38HALL ALSO BE PROWDED AT EACH END OFALL WALLS,SPACED AT LEg8 THAN 1'-D'fROM EN/DS. ` I !TO OETAIL.XP" S I 01Fit'''�NOT A BUILDING SECTION:SCHEMATIC PURPOSE ONLY CASE B: 2x BLOCK NG EACH BAY. 7)LOCATEHOLDOWNATEACHENDOFSHEARWALL CASE C: STICK SECURE ROOF GABLE ENO FRAMED SHEATHING TO BLOCKING 2)CRIPPLE WALL CONSTRUCT SAME AS S.W.ABOVE TRUSSED 2x4 BLOCKINGµ4S O.C.SECURE ROOF ROOF �,L'� W/Nd NAILS S.O.C. 3)EXTEND FOUNDATION AS REQ'D.FOR H.D.H.D.R.B.EMBEDMENT ( ., ROOF SHEATHING TO BLOCKING W/edµe O.C. ''� Bd TOE-NAILED 4)THREADED ROD AND COUPLER AS REQUIRED I 11„ 5)FOR STRAPS USE HALF OF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED GABLE END TRUES (4)104 NAILS KICKER TO PER I I 8°O.C. •FOR CRAWLSP S E APPLICATIONS,USE 6THDRJ STRAPS.FOR SLAB ON GRADE OR RAKE WALL TO BLOCKING ed NILS 8"O.C. I APPLICATIONS,USE SDHD STANDARD STRAPS. ROOF SHEATHING 214 KICKERSµ I I ROOF TRUSS TOP CHORD I I Al CLIP R �; SEE(7) _FOR MULTIPLE STUD POSTS,STITCH STUDS TOGETHER W/(2)ROWS OF 104 COMMON 48.O.C. �A.RAFTER J' FACE-NAILSµS O.C.STAGGERED ALONG FULL HEIGHT OF STUDS. 1 . ,,::::// r' 1 �I I A: 1(2)184 ENO f _/ ( TRUSSED TRUSSES 2x BLOCKING IN FACH� • GABLE END TRUSS NAILS I ROOF PER PLAN ROOF BAY.SECURE r SHEATHING TO ROOF MATCHING SHEATHED TO / / AVON A PARALLEL TRUSS OVER 1' il BLOCKING W/8d NAILS Robert Reed SHEAR WALL '1� I INTERIOR SHEAR WALL AND SHEATH I .I _ I �e•o.o. ARCHITECT SHEATHING/NAILING TRUSS TO ROOF SHEATHING(MATCH Ii j TOENAIL FOR WALL BELOW B�a SHEATHING AND NAILING OF SHEAR j 11 \ BLOCKING TO 1 (SWT U.N.O.) ifi WALL BELOW) —PLATE W/8d NAILS .3.41 SECURE BOTTOM !� I ( µ6.0.C. SEE(4) CHORD TO TOP � .�EDGE NAILING 1 (2)164 END NAILS PLATE SEE(4) I9—� �- r.1,111li` SEE•7) (IYP.FA END) I SIMP.11I CLIP 0 EACH a 4309 0190944 900199N CLIP I 2o46LOCKINGµ RAFTER(NO SUBSTITUTIONSI `I ; E0$ WeMxe5Nn aepl TYPICAL FIELD PLATE TO BLOCKING BA O.C.NN FIRST NAILING SEE(2) DO NOT USE TWIST STRAPS) UPPER BAY�GABLE END SHEAR WALL UPPER UPPER INTERIOR_ I PERPLAN i wOnnW..0$$dn SIMP.We DOUBLE TOP SHEAR WALL SHEAR WALL PER PLAN PLATE11 K y�y, ypyp4L TYPICAL PER PLAN FIELD NAILING -/ TYPICAL FIELD BASE PLATE TO RIM uGl� SEE(2) JOIST(NOTCH FLOOR NAILING SEE( a SILL PLATE BLOCKING IN EACH BAY, I • SEE(7) SHEATHING TO FIT, y- OR PARALLEL JOIST I D Q1 LTP4 CLIPS INSTALLED ALIGNED W/FACE OR 104 NAILSµ3'O.C. DIRECTLY TO _ BASE PLATE TO ' SHEATHING TO FRAMING BEE 3 WALL FRAMING BABE PLATE TYPICAL EX7ERLORi RIM JOIST SEE(3) � BLOCKING • )FLOOR TO RIMJOIST SHEAR FLOW EDGE NAILING ` / DIAPHRAGM I, SEE(3) CONNECTIONSµyi 8EE(1) "�'� UPPER FLOORS W TYPICAL INTERIOR ------ SASE PLATE TO 2x BLOCKING RIM JOIST TO 40 —OVER SHEAR SHEAR FLOW e I TOP PLATE RIM JOIST SEE(3)y '■� WALL BELOW CONNECTIONS UUPPERFLOORS 11111fir SEE(4) Z ` SECURE LTP4 CUPS I (!11 11.1 / N DIRECTLY TO FRAMINGS—I—" ' :� SEE(4) _PLAN I�� RIM JOIST TO TOP FLOOR JOISTSI EDGE NAILING TO Q PLATE.LTP4 CLIPS _ PER PLAN I F'� TOP PLATE SEE(1) 3' Q TYPICAL EXTERIOR SHEAR SHALL BE INSTALLED- 2x BLOCKING 1 (TYP.AT ALL PANEL 3 1 - Cl) tNV I . FLOW CONNECTIONS 8) DIRECTLY TO EDGE NAILING µ48'OD.- I EDGES) I _ W H.. UPPER FLOORS FRAMING SEE(4) —�TO TOP PLATE FIRST BAY . _i O CANTILEVERJOIST- I (TYP.AT ALL LOWER EXTERIOR mi TYPICAL.FIELD PANEL EDGES) DOUBLE TOP SHEAR WALL PER PLAN - NAILING SEE(2) SEE(1) PLATE ii - Z �. r r 000 Q x LOWER EXTERIOR __LOWER INTERIOR PT SII:CrPLATE W/)(GAB. �' N ~ SHEAR WALL PER PLAN PT SILL PLATE W/Ye DAB.MIN. � SHEAR WALL PER PLAN I MIN.T EMBED W/3'x 3•x Ye 3 m Cr) W 1 7'EMBED W/3"x3"xY4"WASHER 1 WASHERµ48'O.C.812" Q N µ4W O.C.&17 FROM END OF I FROM END OF EACH q ♦\ N W BASE PLATE TO ' EACH MEMBER U.N.O.IN SHEAR 1 MEMBER(U.N,O.IN SHEAR ID V� RIM JOIST SEE 3 ( SEE(5),(8) SEE(5),(8) ( ) i WALL SCHEDULE) WALL SCHEDULE) i� EDGE NAILING IIL14 I. •' EDGE NAILING SEE(1) SEEM Y MAIN FLOOR MN '- BASE PLATE TOFRAFINISHED RIM JOIST SEE(3) � ° GRADE I__!_ PT BILL PLATE RIM JOISTTOTOP SEE(7) EDGENAILING SHEAR WALL AND HOLD DOWN SEEM SCHEDULES PLATE SEE(4) ,.s. I FOUNDATION • FOUNDATION PER CASE:INTERIOR i'GAB.MIN.T EMBED W/3'x3'3 PLANS/DETAILS THICKENED SLAB Y4•WASHERµ47 O.C.817 FROM FOUNDATION PER • END OF EACH MEMBER(U.N.O.IN PLANS/DETAILS • SHEAR WALL SCHEDULE) - - FOUNDATION PER_,I FOUNDATION REVISION: PLANS/DETAILS CASE: FOUNDATION CRAWL SPACE DATE: 07.27-78 CASE:CRAWL GRADE SLABdN43RADE DESIGNED BY: JBL SPACE CHECKED BY: SH SCALE AS NOTEDSHEAR FLOW DIAGRAM OF TYPICAL BUILDING SECTIONS SCALE: /� �� PROJECT NOEET NO;E7114 S2