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HOLDOWN SCHEDULE *FOR HOLDOWNS INSTALLED IN NEW FOUNDATIONS DOUBLE STUD OR PER PLAN MODEL ANCHOR THRU BOLTS OR EMBEDMENT/ MINIMUM de F STRAP PER PLAN - _ BOLT NAILS/SCREWS STRAP LENGTH EDGE DIST. CENTER BETWEEN FLOORS. 4 LSTHD8/RJ NA (24) 10d COMMON 8" EMBED 1Yz' NA NA .i y' POST PER HOLDOWN PER PLAN % C 7 N E STH D10/RJ NA (28) 16d COMMON 10" EMBED 1Y2" NA NA PLAN/SGH EDU LE STHD14/RJ NA (38) 16d COMMON 14" EMBED 1Y2" NA NAq (2-2x MIN) ALL-THREAD ROD, CLEAR SPAN . ai DIAMETER AND HDU5-SDS2.5 PABS (14) }x2 SOS IN SEE 'de' & 'F' 1 6�" 10" 42 DIA. NO NAILS DOUBLE STUD 42 DIA. EMBEDMENT PER REQUIRED HDU8-SDS2.5 PAB7 (20) }x2P SIDS OST IN 4x6 SEE 'de' & 'F' 1J" 9" 131'• jj ',�i° 2'-0" MIN SCHEDULE (30) 10d COMMON IN CENTER ON RIM - ;, 'i;'. . °' . ° . PRESSURE TREATED CS14 N/A 3a' + CLEAR SPAN NA NA ° .°, ' �..9 _ _______--_a_ '� <, a SILL PLATEPER "'•SINGLE STUD JOIST -_-a`-_ __' __.______--_s___�_-__•__ xra.-�_� J,_y, — i'A it -y e.-a.. EMBEDMENT a SHEARWALLr.:;",, HOEDOWN NOTES LENGTH s: ;? FLOOR FRAMING U CORNER SCHEDULE 30" min. ONE #4 REBAR PER PLAN O 1. ALL-THREAD BOLTS SHALL CONFORM TO ASTM A307. BAR SAME REBAR IN SHEAR CONE DOUBLE STUD CO 42 DIA. SIZE & °, STEM WALL PER LENGTH (12" MIN. REBAR 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f-2500 PSI. 2'-0" MIN DIA. . SPACING AS '- LENGTH) OR PER PLAN LLJ—0 MINIMUM WALL THICKNESS IS 8". °' L42 MAIN. 2'-0" MIN. ALTERNATE BAR HORIZ. WALL FOUNDATION 1/2" MIN. / Q �O N 0 VARIES DIRECTION REINF. SCHEDULE FROM CORNER Q N CD U 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED ° 10� OTHERWISE. WHERE HOEDOWNS ARE INSTALLED INTO THE WIDE ANCHOR CORNER REINFORCEMENT DETAILS 'HDU' INSTALLATION 'STHD' INSTALLATION FLOOR TO FLOOR Q FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED SCHEDULE `� TOGETHER W/16d SINKERS STAGGERED @ 4" O/C. a 1 STRAP (n (,2'N N 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE dO .. a, .°9 Q) �+: C3 EXPOSED TO WEATHER OR SOIL. FOR CONCRETE CAST " N AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. A F CD LJ o z 3 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER O0 W 0 3 MANUFACTURER'S SPECIFICATIONS. 2F (MIN) C 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM FOR "FT'G" HOLDOWNS SHOWN, CONTACT ENGINEER PRIOR TO PROCEEDING. ONLY D K r J U 7. ALL HOLDOWN BOLTS MUST BE RE-TIGHTENED JUST PRIOR FT'V` HOEDOWN B TO ENCLOSING SECOND SIDE OF WALL. C O N N. 12" -4 I Ln I I q 0 WALL PER PLA i � Z (2) LAYERS OF 90# o FELT OR EQUIVALENT [ N M O SILL PLATE AND ANCHOR BOLTS G U1 > > > > > PER SHEARWALL SCHEDULE. (USE WALL PER PLAN COLUMN PER PLAN H E > (n SLAB PER PLAN W 2x6 P.T. SILL PLATE W/%" 001 J-BOLTS®48" O/C MIN.) SILL PLATE AND ANCHOR BOLTS O :•"'" ? oc BACKFILL W/POROUS PER SHEARWALL SCHEDULE. (USE (2) LAYERS OF 90# 2x6 P.T. SILL PLATE W/ 0 FELT OR EQUIVALENT 0] N N n n n n MATERIAL (TYP) 5/ ': +• J-BOLTS ®48" O/C MIN. is BASE PLATE N N N N :a°. .' s�....:� 3• a ....4..�- �L .:' .. W O M O 6 d ° a ° LAB PER PLAN 1 _ DOUBLE PLATE EDGE NAILING 6„ F c 3000P51 (MIN)NON SHRINK GROUT ~ -� ICI — ° � �- ° = MIN ®(STAGGER)P W/ O AND PL,ANP HD SCHEDULE 0 0 0 0 0 0 0 _III—III- BASE PL 3a" x 12" x 12" w/ ( QS-SD53 N a '^ 4 PAB4 Y2"0 OR ©SHEARWALL EDGE NAILING AT ALL PANE SHOWN iil=lil—I — = FOOTING PER PLAN EQUIVALENT, EMBED 12" EDGES. BLOCKING AT ALL PANEL EDGES` (0)COORDINATE ALL STUD �Z _ _ _ N 8" WALL w/#4 BARS 0 18' -III III -- WHERE APPLICABLE. FROST DEPTH FROST DEPTH II-IIL III-III- 6" WALL w/#4 BARS ®18" AND PLATE slzEs w/ o/c EACH WAY. OK #4 o/c EACH WAY. (2) #4 ©EDGE NAILING TO HOEDOWN POST(FULL SHEARWALL SCHEDULE (18" MIN) BARS TOP. HOOK (18" MIN) BARS @ TOP. HOOK HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS VERTICAL BARS INTO FOOTING VERTICAL BARS INTO FOOTING ALTERNATE HOOK PER STUDS ®16" ON CENTER Q)EDGE NAILING TO POSTS, DIRECTION. PLAN - ALTERNATE HOOK E PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING P DIRECTION. I EDGE NAILING AND ANCHOR BOLTS PER STUDS 4" 0 PERFORATED PLASTIC PIPE. 1_16" (2) #4 (TYP) PER PER PLAN �3 SHEARWALL SCHEDULE. (K BEARING STUD FOR CENTER IN ONE CUBIC FOOT OF PLAN FREE DRAINING GRAVEL AND DRAIN ATOP PLATE SPLICE NAILING TO BE (8) 16d HEADER z TO APPROVED OUTFALL. SINKERS (MIN). LAP 48"STUD. MINIMUM. CENTER SPLICE ON STUD. 0 W —0 �� F /SHEARWALL CONN. �F /SHEARWALL CONN. COLUMN & FOOTING CONN. 8 �T�O SHEARWALL ELEVATION ; Q 00 w IQ Q m 3 W L L-1 0 � ° 2x6 DOUBLE � W TOP PLAT p K (8) 10d NAILS ON EA. SIDE O J B NOTE:THE LTP4 AND THE 3x BOTTOM PLATE MAY BE ELIMINATED FOR THE SHEAR CONNECTION 48 FOR SHEARWALL #'S 1-5 IF THE SHEATHING FROM THE SHEARWALL IS BROKEN ONLY AT THE CENTER OF THE RIMJOIST AND NAILED TO THE RIMJOIST w/ (2) ROWS OF PANEL EDGE NAILING. \ BREAK SHEATHING ON PLATE AS BREAK SHEATHING ON PLATE AS COVI G �n1 TOP SILL PLATE SPLICE SHOWN. SEE NOTE FOR ALTERNATE SHOWN. SEE NOTE FOR ALTERNATE A �G, O H L z E SHEARWALL PER PLAN DIAPHRAGM EDGE SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO (WHERE SPECIFIED) NAILING INTO RIM JOIST (WHERE SPECIFIED) RIM JOIST(10d 0 6" O.C. MIN) 9 SHEARWALL EDGE NAILING (10d ®6"" o.c. MIN) SHEARWALL EDGE NAILING 16d EA JOIST(USE SDS}"x4" f; (WHERE APPLICABLE) (WHERE APPLICABLE) SCREWS FOR 3x BOTTOM PLATES) �NAI. HEADER PER PLAN 5 16d LTP4 FROM BOTTOM PLATE 6d ®EA JOIST(USE LTP4 FROM BOTTOM PLATE (2) BAYS OF JOIST BLOCKING NAILS EACH TO RIM JOIST PER SCHEDULE SDS}"x4}" SCREWS FOR 3x TO RIM JOIST PER SCHEDULE 48" o.c. w/(3) 10d NAILS INTO AUG 02,2023 (AT SHEARWALL ONLY) BOTTOM PLATES) (AT SHEARWALL ONLY) EACH BLOCK END DOUBLE TOP PLATE W/EDGE NAILING ©HOEDOWN PER SCHEDULE AND LTP4 FROM RIM JOIST TO LTP4 FROM RIM JOIST TO (STAGGER) PLAN (HDQ8-SDS3 SHOWN) /// TOP PLATE PER SCHEDULE TOP PLATE PER SCHEDULE ©SHEARWALL EDGE NAILING AT ALL PANEL (AT SHEARWALL ONLY) (AT SHEARWALL ONLY) Drawn By: CHRIS L. QCOORDINATE ALL STUD AND EDGES. BLOCKING AT ALL PANEL EDGES Checked By: CHRIS PLATE SIZES w/ SHEARWALL JOIST PER PLAN (I-JOIST FLOOR FRAMING PER PLAN (I-JOIST WHERE APPLICABLE 2X_ KING STUD SHEARWALL EDGE NAILING SHEARWALL EDGE NAILING Date: U7-14-2023 ©EDGE NAILING TO HOLDOWN POST(FULL SCHEDULE REQUIREMENTS (WHERE APPLICABLE) SHOWN, SOLID SAWN SIMILAR) (WHERE APPLICABLE) SHOWN, SOLID SAWN SIMILAR) HEIGHT) STAGGER INTO DOUBLE STUDS aJ EDGE NAILING TO POSTS, TRIM SHEARWALL PER PLAN 1}" RIM JOIST(MINIMUM) SHEARWALL PER PLAN 14" RIM JOIST(MINIMUM) 0 STUDS 0 16" ON CENTER STUDS, AND KING STUDS WHERE SPECIFIED (2) 16d NAILS O EACH WHERE SPECIFIED A34 FROM BLOCKING TO (E)PRESSURE TREATED SILL PLATE WITH BEARING STUD FOR HEADER 2X_ TRIM STUD 0R ( ) ( )JOIST TO TOP PLATE TOP PLATE SDA JOB N0. QK EDGE NAILING AND ANCHOR BOLTS PER POST PER PLAN 16d NAILS 9 489 A SHEARWALL SCHEDULE. ©RIMJOIST TO BE 1Y2" MIN ATOP PLATE SPLICE NAILING TO BE (8) 16d THICKNESS AT ALL @ 8 O/C SINKERS (MIN). LAP 48" MINIMUM. CENTER SHEARWALLS JOISTS PERPENDICULAR JOISTS PARALLEL SPLICE ON STUD' STRUCTURAL STD. SHEARWALL ELEVATION HEADER CONNECTION EXT. SHEARWALL/JOIST CONNECTION DETAILS g W RIM � � AT TOP 12 (SHEARWALLS 1 -5 ONLY) 2 22