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REV 6 APPROVED Structural Plans #6(A (A 1�/ B� E I I I I I I I I 94'-4 1/2" I I I I I I I I 22'-5 1/2" 12'-11 13-11 19'-1" 14'-11 1/2" 11'-0 1/2" 6 I I I I I TYP, 43 I I TYP, I P6 W/ 35 STRAP TIE S303� S303 (B-28) 5j"X15" GLB G 1 6j"X18" GLB 1 (B-27) 1 �� I tPIVIP50N I I I I I I I I - I I I I I o 727-2�SDI @ N 1Io j l o N O X p X N I FLOOR -1 Y N O UI N 01 N LLl W P6 W/ SIMPSON U 0 0 FULL HEIGHT WALL STRAP TIE 1 HUS210-2.. » P� �I^ 2-2X10 #5 BARS @ 12 O.C. VERT. #5 BARS @ 16" O.C. HORIZ. o 0~ o @ CENTER OF WALL 5 _ - - _ _STRAP_ 3j" GLB12" >I 3 "X1 N �? CMST14 S 1 1 1 TIE �38 N HD B H 5B N 0 TIE, 5 -0" RAP x 1 11 I 1 1 1 1 G46 1 1 HD5 LONG P6 W/ N _ 2-2X10 AS A _ _ _ SIMPSON CC _ T A r�T d/ i _ DRAG STRUT - - 38 3' X12 GL P6 W -I - - - POST CAP _ — — — - - - - STRAP TIE U. 10' 211TI I S OL N P38 P3 ( 6) P 8 P3 1 AI`1G�R C 21 -- S R P. m l HD1561 HD5B 5A"X9" GLB (B-35) 1 3''X " GL - 6'11- 10 - G T - 3'X1 » �B 1 I 1"X11" VL A 1 ql ggL1 i. GL 2X8 @ 16 O.C. STUD WALL I DRAG ST U OVER i '� N 0 1 1 1 1-�2X110 D 1 IR#11 @1 1 1 1 P6 POST 1 1 I 1 SIMIPSO 0 BLOCKED HD56 1 SHIEA AL� i HD5B X 16" O.0 DE K UC 10- _ W S _ R P S DIA RY i s H�12' N HD12 J01 TS J3) 1 ST AP TI - 3 _ X FO _ I 1 4.75 4. 5 3.75 1 11 1 , 11 3 12 11 5 I c� I FLOOR-1 -- - - - N�'X� 2" LB - 3 12" GLB - - -Gt - - » - - - - - 0t I 6 P 6 P36 3 3 26 G B P 6 DRAG STRUT I 1 N rn 1 - - - - - T �7 HID _ D1 H�12� - - - - - - I i• P 26 I I 1 1 I I _ - _ @ I i Ld 6 POST R-p`� - O =1 - - - - - - - �40 YP. to I I TIE I i o �` cn _ _ _ _ _ _ __ 1 I o 04 I I a o o S303 r m 2-2X10 DECK JOISTS _ _ 11 =ar7- � x I @ 12 O.C. - I i. AB 1 I 1 - - - - - - - (J 4) I 3-2X F0 �°° I i . Nclf m FLOOR-1 _ STRAP TIE M I I I I I I I I - - - - - - ABQV I 7 I11 i< N O w Q � 01 1 -CONT. RIM BOARD _ CD 7513A 1 x � z m 11J" TJI 230 @ 16" O.C. TYP. U N 1 AS A DRAG STRU STRAP � o - - - - - - S RA IE N I Lo TIE _:2 0 0 m (J-2) B/W JOISTS OVER , 1 I I I I I I I I 1 11 1 1 1 1 1 1 SOLID BLOCKING F, CONC. BASEMENT O - - - - - Z SHEAR WALL P36 I I SEE ET IL >_ B/W JOISTS OVER _ ;i _ WALL STRAPL P361 1 51 I _ STRAP _ S I H 5 4�S305 ~ �G I SHEAR WALL FROM i" G c� TIE HD5B D56 I TIE 1 A P2 F O 9 9 II I I I I P216 I ABOVE I ABOVE I I x P36 P36 P26 I 10 6 W NAIL R 1 B 1 2 1 - BO i 1"X11 "LVL AS DRAG STRUT --- ( ) - �R2 - - - - - - - 2- X14 - - 2-2----P36 - P3 V R� P 2 RO - - - - - 0i — — — — — — — — — — ~"X 2" GLB P6 HD5B H 5B 1 62 P - - -- - - - -- - - ---- - 'i . 1 _ o _ - _ _ HD15B 1 9 HD51B 2 0 �, 0 3 0#1 7� 126 1 36 SIMPSON 00 # SO1�ID LOCKING N - 0 2' 1 F CT. CT' 26 P6 STRAP TIE HHU1S28�2 AC�. B/11V JOIISTSI FLOOR 1 z ia• J 13L I I � I I I 0 9 = Z - _ - B-32 _ _ _ _ _ 3 X1 GLB -2 - - - - - - - - - _ - - ( ) -2 1 © 0 0 - - W10X26 W/ NAILER - - - - OP DRO 0 Q . - ------------------- _ RAP is � - o - - - - - Ln TIE P�2 HD9B HD96 HD 1 r m S RAP iv j . N `� � v H�513 j P36 P36 P36 P36 O TI ~ ~ = i' \ - - - - - ---- -- --- w z 1 » 1 I 1 w l 1 _________________ N 1 I I I I I 1 07 �°°lU I I I I 1� tnl STRAP I I I I I I I I °i o0 - _ 11 TJI_ 560 @ 12 O.C. _ _ _ I 2 21X10 2-2X 0 o TI r Ln o �I o o! �I o x z (J-1) c° I o N "� rioo > > o — — — — — I �L T N — — — — — XI — 7 1 1 X � J J—.--•----- --^--- — -- —. -- ,lt - _ 1 _ 60UBL - H D 5B _ _ _ _ N! N - - - - - - RIMJDIST-AS - HD5B N Nj N •• t _ 0 0 — — — — — — ZDRAG STRUT - - — .a X X N— - - - - — — - - - ----------_--------- - -�-- - -----Lp-�-�- - -----�-� --� x AB 3 -ED� _- 8" THK. FULL HEIGHT WALL a HD56 2X10 DFIR#1 N #5 BARS @ 12 O.C. VERT. HD5B zQ za CONC. HEADER, #5 BARS @ 16" O.C. HORIZ. _ i` AB-1 @ 16" O.C. C) I I I I o I I SEE DETAIL ° @CENTER OF WALL �a I 5 0 0 12/S301 7 a I I 1 I � l�Il[ FLOOR F AM \ / 4\ HD12 I I 1 1 1 "X118 LVL + SOLID BLOCKING 1 AB-1 (SCALE 1/4" = 1'— "� BLOCKING B/W CANT. JOISTS -U_/NL I I I I I I SHEAR WALL SCHEDULE FRAMING NOTES. A) WHERE PANELS ARE APPLIED ON BOTH FACES OF WALL & NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH OR THICKER AND NAILING SHALL BE STAGGERED B) A MINIMUM OF 3/8" EDGE DISTANCE IS REQUIRED FOR THE NAILING AT THE BOUNDARY AND PANEL EDGE MEMBERS OF THE SHEAR WALL UNLESS OTHERWISE NOTED C) MINIMUM 7" EMBEDMENT IS REQUIRED FOR ANCHOR BOLTS AT SHEAR WALL PANEL. D) SHEAR WALL TYPES 12 AND 13 REQUIRE 3" NOMINAL FRAMING AND STAGGERED COMMON NAILING AT COMMON FRAMING MEMBERS AT ADJACENT PANEL EDGES. MARK DESCRIPTION SHEAR SHEAR (PER 2015 IBC) (#/FT•IC) (WIND) PLATES TO BLKG. 0 NAILING REQ. 9 15 32 STRUCTURAL I PLYWOOD WITH 8d NAILS @ 6 O.C. AT 16d @ 5 ON CENTER OR EDGES & 12" O.C. FIELD W 2x FRAMING@16" O.C. 280 307 A35 @ 20" ON CENTER 10 15 32 STRUCTURAL I PLYWOOD WITH 8d NAILS @ 4 O.C. AT 16d @ 3-1/2" ON CENTER OR EDGES & 12" O.C. FIELD W 2x FRAMING@16" O.C. 430 447 A35 @ 12" ON CENTER 15 32 STRUCTURAL I PLYWOOD WITH 8d NAILS @ 3 O.C. AT 16d @ 3" ON CENTER OR 11 EDGES & 12" O.C. FIELD W 2x FRAMING@16" O.C. 550 575 A35 @ 10" ON CENTER 15 32 STRUCTURAL I PLYWOOD WITH 10d NAILS @ 3 O.C. AT 12 EDGES & 12" O.C. FIELD W 3x FRAMING@16" O.C. 665 840 A35 @ 7" ON CENTER 13 1/2" STRUCTURAL I PLYWOOD/OSB WITH 10d NAILS @ 2" O.C. AT 870 1077 A35 @ 7" ON CENTER EDGES & 12" O.C. FIELD W/ 3x FRAMING@16" O.C. FLOOR DIAPHRAGM SCHEDULE JOIST/DRAG STRUT SCHD. MAX. SPAN SIMPSON JOIST HGR. (U.N.0) ALOOWABLE LOADS (#) MARK DESCRIPTION SHEAR (SEISMIC) SHEAR (WIND) J-1 = 1187" DEEP TJI 560 @ 12" O.C. 22'-0" ITS3.56/11.88 1520 PER TABLE 4.2A/4.2C 2015 SDPWS #/FT. #/FT. J-2 = 11 j" DEEP TJI 230 @ 16" O.C. 17'-9" ITS2.37/11.88 1190 FLOOR-1 19/32" OSB/CDX PLYWOOD UNBLOCKED W/10d NAILS @ 6", 6", & 12 O/C AT BOUNDARY, EDGE AND FIELD RESPECTIVELY ALL CASES 215 300 ,� J-3 = 2X10 DFIR#1 @ 16 O.C. „ 5 -0 LB210 915 NOTE: USE FLOOR-1 TYP. U.N.O ON PLANS J-4 = 2-2X10 DFIR#1 @ 16" O.C. 14'-0" THA218-2 2245 COLUMN/POST SCHEDULE MARK SIZE MARK SIZE sCi HSS 5"X5"X1 /4" P62 2-2X6 CRIPPLES + 1 STUD sC2 HSS 6"X4"X1 /4" P63 3-2X6 CRIPPLES + 1 STUD P26 2-2X6 BUILT-UP POST P82 2-2X8 CRIPPLES + 1 STUD P36 3-2X6 BUILT-UP POST P83 3-2X8 CRIPPLES + 1 STUD P46 4-2X6 BUILT-UP POST P61 6X6 DFIR#1 POST AS CRIPPLES + 1 STUD P56 5-2X6 BUILT-UP POST P6 6X6 DFIR#1 POST P28 2-2X8 BUILT-UP POST P8 8X8 DFIR#1 POST P38 3-2X8 BUILT-UP POST BEAM/HEADER SCHD. NAME SPAN FEET SIZE - 5 19.00 6 B-26 6.25 3-1 8"X12" GLIB B-27 6-3 4 X18 5-1 /8"X12" GLB GLB 1 B-28 17.5 B-29 13.25 3-1 8 X12 GLB B-30 7.5 3-1 8"X12" GLB B-31 16.25 5-1 8"X16 1/2" GLB B-32 21.5 W10X26 B-33 16.00 8-3/4"X19 1/2" GLB B-34 9.00 3-1 8 X12 GLB B-35 16.50 5-1 8 X9 GLB B-36 13.75 3-1 8 X9 GLB _(4 7� SIMPSON POST BASE WELDED TO STEEL BEAM BELOW WALL LEGEND BEARING/ SHEARING WALL NON BEARING STUD WALL CONCRETE STEM/RETAINING WALL WALL SCHEDULE EXTERIOR WALLS 2X6 DF#2 STUDS @ 16" O.C. LOAD BEARING INTERIOR WALLS 2X6 DF#2 STUDS @ 16" O.C. FLOOR LEGEND BLOCKED DIAPHRAGM, SEE DETAIL 17/S302 WOOD POST AS PER PLAN STEEL BEAM AS PER PLAN 3 8" STEEL 2-5/8"O A325 BOLTS STIFFME" BOTH ONE ON EACH SIDE SIDES OF WEB 1 1/2" THICK CAP PLATE WELDED WITH FULL STRENGTH FILLET WELD HSS COLUMN AS PER PLAN A. STEEL BEAM TO STEEL POST D� I 94'-4 1 /2" I 22'- 5 1 /2" 12'-11 " I, 13'- 11 " I, 19'-1 " I, 14'-11 1 /2" I, 11 ' - 0 1 /2" TYP. 35CD S 303 - - - - - - - - - - - - - - Ir - - - - - - 1 - - - - - - - - 6 » X18" GLB - (B-11) - - - - I � 0 I I I I I 1 1 I I I I I I I I I 11 I I I I I I I 1 cD I I I I I I I I I I I I I I 11 I I I I I I I U O O O N W N 1 4-2X8 DOUBLE HT. STUDS C/W TOP N 1 1 1 1 1 1 1 1 1 1 1 1 N PLATES AND BOT. PLATES W/ 6 * FLOOR-1 SIMPSON A35 ANCHORS, SEE PFIR1 BALLOON FRAMING DETAIL 33/S303 0 P28 0N HD5B x -HD5B STRAP STRAPP38 FROM TIE TIE 3.51 1 1 3A"X12"1 1 1 I N I 1 11 1 1 P26 3.75' 1 P26 W/ ABOVE - 10 GL� 5 " 15" GL -L -10__ STRAP TIE » I HD5B N HD5B 11 D B p W. 1 1 p16 W/ 1 31LB1 2 1 0- SI P ON SIMPS N a P28 r C P Sl' �C IPO T m o C P CAP I L6 1 � O I C-O � P36 FROM �� pip °�° HD5B CONT. DOUBLE v ABOVE a_ w P26 Em RIM JOIST OVER (2)CMST14 6.0 P56 (2)CMST14 _J 1 OPENING TYP. 13 3"X12" CS16 CMST14 I Q 1 1 1 1 1 1 1 1 1 U1 1 3 "X12" GLB _ _ _ _ _ 3 "X12" GLB GLB I t o FLOOR-� I J_ t P26 P36 I I „ t+ + 1 N P26 1 `V_P26 FROM _ I I 2X8 ©12 O.C. N rl x ABOVE 1 1 1 1 I I I TWO STOREY N @ HIGH STUD WALL o 1 40 TY�. I I TYP. Lo i `O I i �LP46 FLOOR-1 _ _ 5303 1 7 r P26 FROM N N I 5302 I 5 m I TYP. ABOVE 1 1 I I I CMST14 JI I I I I I I I I I I 7 m I I I N I m _ 11 TJI 230_@ 16" O.C. TYP. U N I ON 1 1 1 �I,,�� P82 1 1 1 1 1 1 1 1 1 1 1 .1 1 1 S302 = CD _ _ (J-2) Cp A 6/1�.88 CONT. RIM BOARD STRAP TIE, FOR P6 POST W/ CUSTOM cD N 1 X m _ - - _ _ _ _ - 1 1 1 1 1 1 1 N1 AS A DRAG STRUT MID -WALL POST CAP (SUBMIT SHOP X ~ 0 o rpo SOLID BLOCKING o .� N 4�AGLB CONNECTION, SEE DRAWINGS FOR REVIEW) 'n 1 1 B/W JOISTS OVER-' 1r CD 1 j o _ _ _ _ _ _ _ _ x 3J"X1�j" �SL I DETAIL 28/S303. 1 1 1 1 1 1� 1 1 1 1 1 0 SHEAR WALL . CMS1T121 1 1 1 II(CS16 3000# , ST AP I I N- - - - - P36 P 6 A"X12" 3A"X12" FACT. �TIE 1 1 11j"X11 " LVL AS A DRAG STRUT _ 62 "_ P62 GLB GLB _ 5 "X12"GLB (B-191 _ P621 SOLID BLOGKINIG 11 C1MST12P46 - P62B W J01 T� 2 2x o„„STRAP TIE 1 111 11 1 P163 1 P163 1 STRIAP I I I I I I I I 1 12500# 12 G (B 1 )DRgP 1 X11 LVL - - - - - SOLID BLOCKING - 3 2 CMSTi 2 5 I CMST12 TIE ACT 1 tU SON 1 CM 2 11 CMS1 SIMPSON STRAP _ _ _ _ _ B/W JOISTS OVER _ ¢ 5' 3.25' C ST1 o SIMPSON 5 75' 1 1 1 1 MST 4 MST 4 IMP ON N1 �.25 10 1 1 1 1 ✓ I 1 X11 LVL AS RA TI SEE _ � HGU5.25 10 TIE SHEAR WALL I I I I I I I X P6 FLOOR-1 11 I I 1 I I I I I I I I I I HUCQ1.81 /11-SDS 11 H U5.25-SDS ,..� I,, P26 -- - - - --CMST1 STRAP TIE �-II TAI 6 S3 5 A DRAG STRUT 1 » 1 1 X11 LVL AS A DRAG TRUT D OP DROP CONT. 5 "X12" GLB (B-21) I 8 6 EI I G P36 FROM CANT. 5$"X12" GLB I C 16 CMST12 I I S SIMPS N VSO ID LOC IN 1 STRAP 1 621 P62----------- --------- 2-2X8 @ 12 O.C.,> >, 1 1 1 1 1 1 1 I ABOVE f 12'-10" LONG g fz _ _ _ _ _ S16 I 7 STRAP TWO STOREY HIGH CANT. 84 X12 GLB AT HCU5.25-SDS HGU5.25-SDS I B/VI/ JO STS1 N 1 HU310-2 STUD WALL I» " ( ) j o Q TIE I HD5B 7 TIE 8 -6 CEILING LEVEL f Lj_0 I 5 12 GLB B-18 P46 Y - - - - - - P56 I HANGER I P " ,n ROOF-1 o w 36 36 P36 P3 _ 12 -0 LONG (B-20) o o IN o 0 cry - - - sTRA - TIE --AS- - I 1 01 1 1 1 2 21X10: : - X 0 4-2X8 POST (TWO STOREY 'r' �1 1 1 1 1 _Q } 7 o cfl � �1 ^ o' � I o I SOLI B OCKING P 6 P26 D APHRAGM 1 N o PER DETAIL_ I ^ HIGH) C/W TOP & BOT. I c� @ J 1 7 I m q 5 S305 j I �L T� ! N', T N PLATES W/ (2) SIMPSON A35 CMST12 I B W JOI S o U) w M�T14 _ =1 = _ - _ - - I-1 H D B ES�I 6� - S 16ILI - - - - - - 11- -1+ - c'7i - 1- — — — — — — — — — - m » » — N' N I — (o _ 7) L L if r 11 TJI 560 @ 12 O.C. (J � _ _ _ I P28 P28 P28 P28 I o �P46 11 ABOVE FROM -------------- — -- 6x6 DFIR#1 I I POST I - - - - - - -L 2X10 DFIR#1L zg\ STRAP TIE P6 CANT. BOTj SI S J\,�6 36 LANDING JOISTS 28 0' >� 1 „'I' �0 0 in N _ _ _ _ _ _ _ I HD5B FROML CONT. 6 X12 GLB AT AT 14 -0 CEIL CANT. 5 X12 GLB 1 PROVIDE SIMPS TIE 1 FROM ©16" O.C. CANT. 5" X12 GLB 1 1 1 1 1 1 1 1 1 i CS16 STRAP TIE o I _ _ o _ _ _ _ _ I ABOVE N ABOVE P38 FROM f 14'-0" LONG AT f 14'-0" LONG AT 14 -0 CEILING LEVEL C W FROM CANT. BEAM TO I 0 I o `o .0 o ABOVE TWO STOREY HIGH POSTS P46 P4 � „ � POST FOR UPLIFT `� W/ (2) SIMPSON A354 -0 CEILING 14 -0 CEILING 14"X11 LVL 14"X11 LVL - EDGE BEAM AT EDGE BEAM AT HD5B 14 -0 CEILING 14 -0 CEILING \ 7 A 6x6 DFIR#1 1 HD12 g P36 FRO I I I LEVEL 1 CANT. 3 "X12" GLB 1 LEVEL POST 22 5' o ABOVE (SCALE 1/4" = 1'-0") BOTH SIDES (B-17) cn ASIMPSON SIMPSON HGUS5.25/12 HGUS5.25/12 SHEAR WALL SCHEDULE FRAMING NOTES. A) WHERE PANELS ARE APPLIED ON BOTH FACES OF WALL & NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH OR THICKER AND NAILING SHALL BE STAGGERED B) A MINIMUM OF 3/8" EDGE DISTANCE IS REQUIRED FOR THE NAILING AT THE BOUNDARY AND PANEL EDGE MEMBERS OF THE SHEAR WALL UNLESS OTHERWISE NOTED C) MINIMUM 7" EMBEDMENT IS REQUIRED FOR ANCHOR BOLTS AT SHEAR WALL PANEL. D) SHEAR WALL TYPES 12 AND 13 REQUIRE 3" NOMINAL FRAMING AND STAGGERED COMMON NAILING AT COMMON FRAMING MEMBERS AT ADJACENT PANEL EDGES. MARK DESCRIPTION SHEAR SHEAR (PER 2015 IBC) (SEISMIC) (WIND) PLATES TO BLKG. 0 #/FT. #/FT. NAILING REQ. 9 15 32 STRUCTURAL I PLYWOOD WITH 8d NAILS @ 6 O.C. AT 16d @ 5 ON CENTER OR EDGES & 12" O.C. FIELD W 2x FRAMING@16" O.C. 280 307 A35 @ 20" ON CENTER 10 15 32 STRUCTURAL I PLYWOOD WITH 8d NAILS @ 4 O.C. AT 16d @ 3-1/2" ON CENTER OR EDGES & 12" O.C. FIELD W 2x FRAMING@16" O.C. 430 447 A35 @ 12" ON CENTER 15 32 STRUCTURAL I PLYWOOD WITH 8d NAILS @ 3 O.C. AT 16d @ 3" ON CENTER OR 11 EDGES & 12" O.C. FIELD W 2x FRAMING@16" O.C. 550 575 A35 @ 10" ON CENTER 15 32 STRUCTURAL I PLYWOOD WITH 10d NAILS @ 3 O.C. AT 12 EDGES & 12" O.C. FIELD W 3x FRAMING@16" O.C. 665 840 A35 @ 7" ON CENTER 13 1/2" STRUCTURAL I PLYWOOD/OSB WITH 10d NAILS @ 2" O.C. AT 870 1077 A35 @ 7" ON CENTER EDGES & 12" O.C. FIELD W/ 3x FRAMING@16" O.C. FLOOR DIAPHRAGM SCHEDULE MARK DESCRIPTION SHEAR (SEISMIC) SHEAR (WIND) PER TABLE 4.2A/4.2C 2015 SDPWS #/FT. #/FT. FLOOR-1 19/32" OSB/CDX PLYWOOD UNBLOCKED W/10d NAILS @ 6", 6", & 12 O/C AT BOUNDARY, EDGE AND FIELD RESPECTIVELY ALL CASES 215 300 NOTE: USE FLOOR-1 TYP. U.N.O ON PLANS ROOF DIAPHRAGM SCHEDULE MARK DESCRIPTION SHEAR (SEISMIC) SHEAR (WIND) PER TABLE 4.2A/4.2C 2015 SDPWS #/FT. #/FT. ROOF-1 15 32 STRUCTURAL I UNBLOCKED W 8d NAILS @ 6 , 6 , & 12" O/C AT BOUNDARY, EDGE AND FIELD RESPECTIVELY ALL CASES 215 400 JOIST/DRAG STRUT SCHD. MAX. SPAN SIMPSON JOIST HGR. (U.N.0) ALOOWABLE LOADS (#) J-1 = 118" DEEP TJI 560 @ 12" O.C. 22'-0" ITS3.56/11.88 1520 J-2 = 11$" DEEP TJI 230 @ 16" O.C. 17'-9" ITS2.37/11.88 1190 J-3 = 2X10 DFIR#1 @ 16" O.C. 5-0" LB210 915 J-4 = 2-2X10 DFIR#1 @ 16" O.C. 14'-0" THA218-2 2245 COLUMN/POST SCHEDULE MARK SIZE MARK SIZE SC1 HSS 5"X5"X1 /4" P62 2-2X6 CRIPPLES + 1 STUD P26 2-2X6 BUILT-UP POST P63 3-2X6 CRIPPLES + 1 STUD P36 3-2X6 BUILT-UP POST P82 2-2X8 CRIPPLES + 1 STUD P46 4-2X6 BUILT-UP POST P83 3-2X8 CRIPPLES + 1 STUD P56 5-2X6 BUILT-UP POST P61 6X6 DFIR#1 POST AS CRIPPLES + 1 STUD P28 2-2X8 BUILT-UP POST P6 6X6 DFIR#1 POST P38 3-2X8 BUILT-UP POST P8 8X8 DFIR#1 POST BEAM/HEADER SCHD. NAME SPAN FEET SIZE NAME SPAN FEET SIZE B-11 26.50 6-3/4"X18" GLB B-19 19.00 5-1 8"X12" GLB B-12 14.00 5-1 /8"X15" GLB 13-20 12.00 8-3/4"X12" GLB B-13 18.75 5-1 /8"X16 1 /2" GLB B-21 .0 5-1 /8' X12' GLB B-14 14.00 5-1 /8"X12" GLB B-22 17.00 6-3/4"X12" GLB B-15 14.25 5-1 8"X12" GLB B-23 8.25 3-1 /8"X10 1 /2" GLB - 4.00 3-1 8 X12 GLB 6 B-24 13.00 5-1 /8"X12" GLB B-17 19.00 3-1 8"Xl T GLB B-18 F1-0-.O-O-i 5-1 8"X12" GLB WALL LEGEND BEARING/ SHEARING WALL _____ NON BEARING STUD WALL WALL SCHEDULE WALLSSTUDS @ 16" O.C. ING INTERIOR WALLS a STUDS @ 16" O.C. FLOOR LEGEND BLOCKED DIAPHRAGM, SEE DETAIL 17/S302 SIMPSON BC POST C FLOOR SHEATHIN BEAM WOOD POST, IF ANY NO SHEATHING UNDER POST BEAM SIMPSON CC POST CAP WOOD POST 25. TYP. BEAM TO POST CONNECTION MAX. OPENING 8'-0" SIMPSON CS16 STRAP SIMPSON CS16 SIMPSON CS16 STRAP TIE SIMPSON CS16 STRAP TIE WOOD POST SEE PLAN 26. TYP. BEAM TO POST CONNECTION WITH STRAP TIES HEADER OR ROOF OR FRAMING ABOVE 1 FLOOR 16d NAILS ® 8" O.C. FRAMING CONT. 2-2X6 PLATESVlj�6 WINDOW SIMPSON A35 SIMPSON A35 8d NAILS @ 6" O.C. FRAMING ANCHORS SIMPSON A35 FRAMING ANCHORS MIN. 3 16d NAILS FRAMING ANCHORS CLINCHEDOTHEREND2X8 BLOCKS @ 12" O.C. SIPSON ST18 STPTIE1/2" PLYWOOD SHEATHINGCKING BETWEEN STUDS 2X6 STUDS © 12" O.C. NAILS © 4" O.C. 3-2X6 CRIPPLES FLOOR JOISYWOOD SHEATHING + 1 END STUD SECTION A —A SIMPSON A35 CONNECT STUD TO CONNECT STUD TO FRAMING ANCHORS A TOP AND BOTTOM TOP AND BOTTOM PLATES W/ SIMPSON PLATES W/ SIMPSON 2X8 BLOCKS A35 ANCHORS A35 ANCHORS © 12" O.4� C. 2 ROWS OF 1Od 2 ROWS OF 1Od SIMPSON A35 SIMPSON A35 NAILS @ 8" O.C. NAILS © 8" O.C. FRAMING ANCHORS FRAMING ANCHORS WINDOW SEAT ®X62STUODC. FRAMING NG MILAP INTO WALL LAP INTO WALL PLYWOOD uul'4IJ LLR4 bLUU Nu L 2-2X6 BETWEEN A PLATES STUDS ELEVATION 29. TYP. BAY WINDOW DETAIL ROOF CS16 STRAP ABOVE SHEATHING EVERY BLOCKING EDGE BEAM, SEE PLANS ROOF JOISTS, SOLID BLOCKING IN TWO SEE PLAN JOIST SPACES ON BOTH SIDE OF 2X8 WALL SIMPSON A35 TO DOUBLE TOP CONNECT BLOCKING PLATES TO DOUBLE TOP A -A PLATE )UBLE IP ATES 2X8 1DS )UBLE UDS UBLE TTO M kTES 33. TYP. BALLOON FRAMING DETAIL AT OPENING GUARDRAIL BY OTHERS, SUBMIT SHOP DRAWINGS FOR REVIEW STUD WALL FLOOR FLOOR SHEATHING SHEATHING SLOPE TO DRAIN DECK JOIST RESTING ON DOUBLE PLATE FLOOR JOIST SOLID BLOCKING B/W DECK AND FLOOR JOISTS DOUBLE BLOCKING BETWEEN STUDS W/ COHSS STRAP TIE OVER FULL COLLUU MN LENGTH OF STUD PER PLAN WALL SLIT THE FBOTTOM PLATE A TO PASS THE STRAP BEAM AS 24" MIN. PER PLAN PLYWOOD SHEATHING f STUD WALL LVL DRAG POST AS PER PLAN 27. TYP. DECK FRAMING DETAIL SPAN EDGE STRINGERS MIDDLE STRINGERS 'L' CUT FROM 2X12 CUT FROM 2X12 8' ADD 1-2X4 ON MIDDLE STRINGER < EACH EDGE NOT REQUIRED >8'<10$ ADD 1-2X6 ON ADD 1-2X6 TO EACH EDGE MIDDLE STRINGER r>1O'<12' ADD 1-2X6 ON ADD 2-2X6 TO EACH EDGE MIDDLE STRINGER *MAX WIDTH 3'-6" STRUT / TJI AS PER PLAN TWISTED SIMPSON CS16 STRAP TIE TWO STOREY HIGH STUD WALL 3/8" THK.X8.5"X18" STEEL PLATE WELDED TO HSS COLUMN. HSS COLUMN 1/4' PER PLAN 1 /4" THICK U PLATE STEEL BEAM, W/(5) 5/8" 0 MB SEE PLAN 1 /4" THICK U PLATE i WOOD BEAM A W/(2) 5/8"0 MB W/ 1/4" PER PLAN 3" EDGE DISTANCE WOOD BEAM PER PLAN SECTION A —A 80 FOR SIMILAR CONNECTION IN N UPPER FLOOR FRAMING PLAN FA3/16" (USE 1 /4" THK. POST CAP 1/4" U R ON TOP OF HSS) 61= 28. TYP. FLOOR TO MID —WALL CONNECTION LANDING 2 2-2X10 TYP. U/N (DO NOT CARRYING HANG FROM PLYWOOD) a BEAM •° -0 / SIMPSON LSSU210 HANGER ° a W/ SLOPED SEAT TYP. U/N SIMPSON LSSU210 SPAN 'L' (MAX. 12'-0") HANGER TYP. U/N � CONTINUOUS BEAM HUNG BEAM AS CONTACT ENGINEER IF SPAN IV ONTO END OF CARRYING a PER PLAN IS LONGER THAN 12'-0" BEAM BY INVERTED HANGER • a INVERTED HANGER, • a SEE PLAN FOR a REQUIRED CAPACITY 30. NTYP. INTERIOR STAIR STRINGERS DETAIL SPAN EDGE STRINGERS M 'L' CUT FROM 2X12 CUT FROM 2X12 7' ADD 1-2X4 ON MIDDLE STRINGER < EACH EDGE NOT REQUIRED >7'<9' ADD 1-2X6 ON ADD 1-2X6 TO EACH EDGE MIDDLE STRINGER ADD 1-2X6 ON ADD 2-2X6 TO EACH EDGE MIDDLE STRINGER �B10 TYP. U/N (DO NOT HANG FROM PLYWOOD) SIMPSON LSSU210 HANGER *MAX WIDTH 3'-6" W/ SLOPED SEAT TYP. U N ' ' - ALL MATERIAL SHOULD PLAN VIEW SIMPSON LSSU210 BE TREATED LUMBER; SPAN L (MAX. 11 -0) HANGER P. U/N ALL CONNECTORS SHOULD BE GALVANIZED. BEAM AS CONTACT ENGINEER IF SPAN PER PLAN �'L' IS LONGER THAN 11'-O" 31. TYP. EXTERIOR STAIR STRINGERS DETAIL 2-2X_ STUDS 2X_ STUD WALL STEEL COLUMN AS PER PLAN COLUMN AT CORNER WALL WALL PLAN VIEW 2X- STUD WALL AS PER PLAN 5/8"0 THREADED BOLTS @ 24" O.0 WELDED TO STEEL COLUMN EA. SIDE STEEL COLUMN AS PER PLAN WALL ELEVATION 32. TYP. STEEL COLUMN TO WOOD STUD WALL CONNECTION 1/4 46. CONNECTION DETAIL I-ItHI rlll,4u Jtt rum,4 CSLUUMINU CSC VV JUIJ 1 J MAX @ 7'-0" 0.0 A35 A35 _AM V THICK U PLATE 1 /2" 0 MB �('2)T 1 /� 0 MPB PLATE FLOOR JOIST PARALLEL TO WALL [PLYWOOD SHEATHING TYP. 35. WOOD BEAM TO STEEL COLUMN CONN. WOOD POE SEE PU 2-2X10 FILLER C/W 5/8" 0 BOLTS @ 24"O.C. 10"X4"X1/4" PLATE WELDED TO BOTTOM FLANGE OF BEAM 42. TYP. STEEL BEAM TO WOOD POST CONNECTION 1 2-2x6 PLATES ��- 00 �-� 00 ANCHOR BOLTS 1 1 /2" CONC. 00 00 00� SEE TABLE A TOPPING IF REQD. �� 1 � �� 1 00 00 �� _ 1 3" TOE NAILS ® 4" O.C. 7777 1 _ 1 _ + 00 1 2-2x8 PLATES ap Dp Dp FLOOR JOIST 00 ao DoL EDGE FACE EDGE FACE EDGE FACE JOIST SPACING NOT TO EXCEED 16"O.0 FOR 2-2X4 2-2X6 3-2X4 CONC. BEAM LATERAL SUPPORT SEE DEATAIL 8 00 00 00 00 ao _ ao 1" _ co Do 1 �,� 00 1 " 00 1 .. 44. FLOOR DIAPHRAGM TO CONC. 00 1" oo 00 1" BEAM CONNECTION DETAIL AT DECK. ao 00 _ 0000, - a0 ao 00 50 ao 00 - 00 .� 00 _ 00 ao 00 EDGE FACE EDGE FACE EDGE FACE 3-2X6 4-2X4 4-2X6 AL 36. TYP. NAILING PATTERN FOR BUILT—UP POSTS JS JS JS JS JS KK KK KK 2�i> NAILS @ 4 O.C.cn 2X_ NAILER C/W 1 /2" 0 BOLTS STAGGERED IN TWO ROWS @ 18" O.C. STAGGERED z FLOOR SHEATHING FACE MOUNTED JOIST HANGER I i AS PER MANUFACTURER o U I FLOOR JOIST FLOOR JOIST 36" FROM EDGE 36" FROM EDGE OF DRAG BEAM OF DRAG BEAM WOOD FILLER ON EACH STEEL BEAM SIDE OF STEEL BEAM TO 3 ROWS OF 3" NAILS VERTICAL DUCT THROUGH BE BOLTED W/ 1 /2"� © 3" O.C. (MIN. 10 STUD WALL, SEE MECH DWGS BOLTS © 24" O.C. NAILS PER OW) FOR SIZE AND LOCATION STAGGERED 2" 2° 37 TYP STEEL BEAM TO FLOOR JOIST SECTION 3 ROWS OF 3" LONG NAILS ®3" O.C. :: JOISTS PERPENDICULAR TO BEAM) NEW 2x8 SCAB TO EXISTING DRAG BEAM LR JOIST AS 2x_ NAILER C W 1 2"0 BOLTS (SEE SIDE VIEW FOR PER PLAN � 2 " NAILS ® 4"O.C. / / LENGTH OF 2x8) EXISTING DRAG STAGGERED IN TWO ROWS © 18" O.C. STAGGERED BEAM OVER NEW 2x8 TSCABTO ADD EXTRA 2x_ STUDS FLOOR SHEATHING FLOOR JOIST SHEAR WALL AS SHEAR WALL EXISTING DRAG BEAM AT EDGE OF EACH SIDE PER PLAN (2x8 TO BE SCABBED OF DISCONTINUOUS WALL SECTION AT SHEARWALL SIDE) SIDE VIEW Y4" STEEL PLATE C/W 2 ROWS OF SIMPSON SIDS FLOOR JOIST PERPENDICULAR TO WALL ROWS WOOD SCREWS © VERTICAL DUCT THROUGH STUD WOOD FILLER ON STEEL 4 O.C. STAGGERED W WALL, SEE MECH DWGS FOR EACH SIDE OF STEEL SOLID BLOCKING PLYWOOD EITHER SID OF DUCT SIZE AND LOCATION BEAM TO BE BOLTED BEAM 48" O.C. ON EACH SHEATHING DOUBLE BOTTOM W/ 1/2"0 BOLTS ® SIDE OF STEEL PLATES 24" O.C. STAGGERED BEAM " BLOCKING AS PER PLAN 38. TYP. STEEL BEAM TO FLOOR JOIST SECTION 2 ROWS OF SIMPSON SDS LOOR JOIST AS 4' MA 4' DOUBLE TOP (JOISTS PARALLEL TO BEAM) Y4"Ox3Y2" WOOD SCREWS PER PLAN 12' PLATES 2' 2' 4" O.C. STAGGERED EXISTING BLOCKING STUD WALL AS NEW Y4" STEEL PLATE SCAB OVER SHEAR WALL PER PLAN TO EXISTING DOUBLE TOP SHEAR WALL AS VADD EXTRA 2x_ STUDS PLATES (SEE SIDE VIEW FOR PLAN AT EDGE OF EACH SIDELENGTH OF STEEL PLATE)[,—PERUP TO MAX. 4 PLIES OF UP TO MAX. 3 PLIES OF BEAM SEE PLAN-/ OF DISCONTINUOUS WALL DIMENSIONAL LUMBER PRE-ENGINEERED WOOD (LVL) 39. WOOD BEAM SECTION SECTION SIDE VIEW NAILED W/ 3 STAGGERED ROWS NAILED W/ 3 STAGGERED ROWS OF OF 8d NAILS © 12" O.C. 16d NAILS © 12" O.C. EACH SIDE 3/8" THK.X8.5"X18" 34. TYP. REPAIR DETAIL FOR DISCONTINUOUS RIM JOIST AND / STEELTO HSSEWELDEDCOLUMN TOP PLATES AT INTERIOR AND EXTERIOR SHEAR WALLS Z N Z 04 Z N� _ Z N' Z N� _ 3 8" THK.X7"X15.5" _ STEEL PLATE WELDED 1 /4" THICK U PLATE TO HSS COLUMN. 1/4" W/(5) 5/8" 0 MB BLOCKING B/W JOISTS WOOD BEAM SHEATHING PER PLAN MAX © 7'-0" O.0 Z N Z N Z iV Z cV r Z N PER PLAN � � � � ----I � 31" 31" 1 J" 54„ 1 J" 7" 1 J" 7" 1 J" 1 /4" THICK U PLATE _ _ _ _ LAMINATED PLIES OF PRE-ENGINEERED WOOD (PSL+LVL) CONT. HSS W/(4) 5/8" O MB WOOD BEAM JOIST = _ _ _ BOLTED W/ 2 STAGGERED ROWS OF 1 /2" 0 BOLTS @ 12" O.C. COLUMN PER PLAN PER PLAN ---- 1 /4" 1 /4" THICK U PLATE NOTES: W/(2) 5/8"0 MB W/ 3" A35 1. REFER TO MANUFACTURER'S GUIDES FOR - WOOD BEA)v1 EDGE DISTANCE HANGER PER PLAN MORE DETAILED BUILT-UP INSTRUCTIONS PER PLAN 2. CONSULT WITH STRUCTURAL ENGINEER SECTION A —A BEAM SEE PLAN A A BEFORE DRILLING OR CUTTING BEAMS wooD BEAM 40. WOOD BEAM SECTION PER PLAN 45. TYP. NAILING/BOLTING PATTERN 8 FOR BUILT—UP BEAMS o i � SHEATHING PER PLAN 8 o n WOOD BEAM o PER PLAN N 16 1/4> U R TYP. 3/ 16" 3/ 16" 43. WOOD BEAM TO STEEL COLUMN CONN. JOIST _ - - JOIST HANGER PER PLAN J HANGER PER PLAN BEAM SEE PLANJ 41. WOOD BEAM SECTION LSL RIM BOARD, SEE PLAN LSL RIM BOARD, SEE PLAN LJ LJ V U L L I LJ I PLATES DETAIL 4 Continuous bottom plate as per detail DETAIL 5 Continuous bottom plate as per detail 6/5302 connected member below w/ nails @ 3" o.c. StudlIwa -48" min. 58"X12" GLB AT 8'-6" CEILING, See sheet 5203 to 1 6d DETAIL 6 Simpson CS 1 6 twisted strap nailed to the side of bottom plate and top of solid blocking b/w joists Floor joists Simpson CS16 strap tie nailed below the glulam beam and solid blocking b/w joists BEAM, AN vist strap BEAM, AN 7