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Plans (17) BU P2016 - 00235 RECEIVED / NEW CONSTRUCTION / EXISTING CONSTRUCTION TO REMAIN / NEW CONSTRUCTION / NOV 10 2016 S LAB K EY N O_F E S. ELEVEN2432INEERING NE 59th AVENUE DESIGN,LLC �� OF TIGARD PORTLAND,OREGON 97213 2 BUILDING DIVISION 971.344.1919 WWW.11-ED.COM S505 4" CONCRETE SLAB ON GRADE. REINFORCE WITH #4 @ 18" 0.C. EACH WAY. 505 SIM. " PLACE BOTTOM MAT ON 1.5„ , � 5%3= CHAIRS. ��.� ��_ �� . ..s a 4Fa�^ t- 23 y V////////////////////////////////////l//////////////////////////////////////////111//////////////////////////////////////////////////////////////////// ,, g/////✓//////, 4 `tig;: ® Fl F11 a` }3l, rt L - 1 ® I 1 6 I F2 F3 S503 S401 SIM. 2 ►7 3 i ' r V �I 1 � SLAB — A F4 2 S505 CONTROL 1 O i JOINTS TYP. 1 F8 S503 S503 2 Fl PACIFIC RIM -it---------______% I MARTIAL ARTS 4 ACADEMY - SLAB 5401 S'-0” 0 CONTROL Fl f - )r JOINTS TYP.I 8970 SW BURNHAM STREET TIGARD, OREGON NE mo ® /11 F9 I 1--1 I I 1- 1 I .- I 2 Fl ----r LI I JI 5 EI: S505REVIONS:101/2" 5 6 ` # DESCRIPTION DATE 18'-11" �'-1 1/2" 9'-5" 16'-0" S401 S401 \ S4 , \01 DESIGN CORRECTION 04-NOV-2016 2 1 FOUNDATION PLAN Scale: 1/8" = 1'-0" c1oSa 51k- -\\`� City of Tigard A. • o es Plans FOUNDATION SCHEDULE By�' �► Date �✓il �;� MARK SIZE L/VV/T) LONGIT. REINF. TRANSV. REINF. NOTES TOP OF FOOTING ELEVATION e5r700-- (3) #5 REVISION CONT x 1 ,-0" x 20" TOP & BOTTOM ,,\.,..__.,...________________. NA SEE DETAIL 1/S505 FLUSH WITH FINISH FLLOOR F2 CONT x11-0" x 12" (2) #5 NA SEE DETAIL 1/S503 FLUSH WITH FINISH FLOOR OFFICE COPY � F3 3'-8" x 3'-8" x 12" (4) #5 (4) #5 SEE DETAILS 2/S503 & 3/S503 FLUSH WITH FINISH FLOOR F4 c 5'-0" x 5'-0" x 13" (5) #5 (5) #5 ) EXTEND TRANSV. REINF. INTO 8" BELOW FINISH FLOOR FOUNDATION MARK 7 F5 10'-6" x 5'-0" x 13" (7) #6 (A ) #6 TRANSV. REINF. IN BOTTOM MAT 8" BELOW FINISH FLOOR w PROJECT#: DRAWN BY: „ (4) #5 x 11 '-8" (12) #4 EXTEND TRANSV. REINF. INTOSPECIA,Lir C I � REC DII�Eo F6 12 -0 X 3 -6 X 27 TOP & BOTTOM TOP & BOTTOM ) FOUNDATION MARK 5 8" BELOW FINISH FLOOR State of Oregon Structural Specialty Code 16-016 GFS DATE: oncrete and R€�inforcing Steel 29-JUN-2016 F7 13'-10" X 3-6" x 13" ( 4 5 (13) #5 8" BELOW FINISH FLOOR c�-installed in Concrete TOP & BOTTOM SHEET TITLE --, ❑ Specie!Moment-Resisting Concrete Frame F8 34'-0" x 3'-6" x 21 " (4) #5 (36) #5 FLUSH WITH FINISH FLOOR © ReinforesngSteel�PrestressingSteelTendons TOP & BOTTOM TOP & BOTTOM ❑ structural Welding ❑ High-Strenght Bolting FOUNDATION �/���i\./�/����v��/�✓�i��/�/moi�`i��.���/� F9 CONT x 2'-0" x 13" (2) #5 NA 8" BELOW FINISH FLOOR ❑ HighStrucSrenghtBal PLAN ❑ Reinforced Gypsum Concrete ❑ Insulating Concrete Fill ❑ Spray Applied Are-Resistive Materials SHEET: ❑ Pilings,Drilled Piers and Caissons 0 Shotcrete 0 Special Grading,Excavation and Filling 0 Smoke-Control Systems ❑ Other Inspections 201 .................... ............................... C7> ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE PORTLAND,OREGON 97213 10I-4 1/2" 971.344.1919 2 W W W.11-ED.COM Ny IA ;4//t'"*. t ila'--- I' IIIV''1'/lli'' ' O'PC:a0V : C1 > " . . .. \,s .,, tof l / 11111/11111N N S504 1 ® 1 1 9 s501 PACIFIC RIM T , .� MARTIAL ARTS KEYNOTES: ACADEMY S503 I S503 (1) 2x10 JOISTS @ 16" O.C. 8970 SW BURNHAM STREET E0 � "n 2-) 4"T& G PLYWOOD, STAGGER PANEL EDGES TIGARD, OREGON _ (6) 0 GL64X21 4 MUM _ \ (4) GL5 e X 15 S501 0 3X T&G DECKING f C 8> C4> — 6 7 C 6> 8" STRUCTURAL PANEL SHEATHING OVERLAY. PANEL JOINTS SHALL NOT REVISIONS: S501 S501 LINE UP WITH JOINTS IN THE DECKING. PANEL JOINTS MUST OCCUR ON III ill `r COMMON PIECE OF DECKING. # DESCRIPTION DATE ifl 7 1 2'X 51" 1.55E TIMBERSTRAND LSL STUDS @ 16"O.C. FULL HEIGHT DESIGN CORRECTION 04-Nov-2016 N 2 IIHII1II ` o C 8> GL 5%z x 12 w/6x6 POST SUPPORT AND FULL HEIGHT STUD @EACH END / iii N 9 GL6 a x 21 -CONTINUOUS FROM GRID 5 TO GRID 6 5 5501 Eo- (3) C3> 71. is) i■■■■■■■■■■■■11■ �■1■■■■■i1■■■■n■■ / - C9> u' 1111 OM I I 0 \ r I \ I 8 0 S501 11'-5 1/2" 18'-0" I. / / / 7 4 3 6 5 S502 S502 S502 S502 S502 Ci:) SECOND FLOOR FRAMING PLAN Scale: 1/4" = 1'-0" PROJECT#: DRAWN BY: 16-016 GFS DATE: 29-JUN-2016 SHEET TITLE: SECOND FLOOR FRAMING PLAN SHEET: S 202 .......:....................... .............................. ............................. ............................ .......................... .......................... ........................ ....................... ..................... ..................... ................... ................... ................. ................ ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE PORTLAND,OREGON 97213 971.344.1919 2 10 0. WWW.11-ED.COM S505 S501 2 '. ';,'\ :liea.i4:::::::: r . i ----\'\ ' '5 • '';':,,,'";,,,7,,, %:?,-,,,,,. , Es 5504 0, �� L N -- ZNI 1 A ' 3 S501 S501 - l 4 ..4' _ y 3) PACIFIC RIM 0 0 MARTIAL ARTS M c-1) 4 60 N- 1 i S501 ACADEMY G S505 5 ti u, 8970 SW STREET 3 0 c•4TIGARDBURNHAM, OREGON ii , \ \ ,_ 1 I En S501 11114 1111111 I, MP REVISIONS: 0 0 29'-2 3/4" 0 1'-2 3/4" # DESCRIPTION DATE // © / \ DESIGN CORRECTION 04-NOV-20Th 3 1 TYP.AT 4 5 S505 EXTERIOR S505 S505 2 1 WALLS 11'-5 1/2" 18'-0" 1'-0" / / // S502 S502 48'-5 1/2" 64'-6 1/2" 29'-5 1/2" / / / 1 LOWER ROOF FRAMING PLAN UPPER ROOF FRAMING PLAN 0 Scale: 1/8" = 1-0 Scale: 1/8" = 11-0" LOWER ROOF KEYNOTES: UPPER ROOF KEYNOTES : 0 2x6 STUDS @ 16" O.C. 1 MONOSLOPE ROOF TRUSSES @ 24"O.C., 1/2:12 PITCH 2 0 51"x 11 4"2.2E PARALLAM PSL BEAM W/(2)2x6 TRIMMER STUDS AND (1) FULL 0 3/4"24/16 STRUCTURAL PANEL SHEATHING, STAGGER PANEL EDGES HEIGHT STUD EACH END 0 GL63/4x24 0 NEW GABLED ROOF TRUSSES @ 24" O.C., 2:12 PITCH 4 6x12 BEAM ABOVE WINDOW OPENING WITH 2x6 @ 16"O.C. STUD WALL 4> RIDGE LINE ABOVE 0 1/2"24/16 STRUCTURAL PANEL SHEATHING, STAGGER PANEL EDGES (6) EXISTING GABLE ROOF TRUSSES AT 24" O.C. 0 SECOND FLOOR BELOW-SEE S202 FOR FRAMING PROJECT#: DRAWN BY: 16-016 GFS DATE: 29-JUN-2016 SHEET TITLE: ROOF FRAMING PLANS SHEET: , S 203 off:.: ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE NEW CONSTRUCTION , EXISTING CONSTRUCTION TO REMAIN e NEW CONSTRUCTION PORTLAND,OREGON 97213 / 971.344.1919 / WWW.11-ED.COM SW4 SHEAR WALL GENERAL NOTES : � 0 i:4.n � ,, ,,,c, ,,*. ,. ' / 4 r,.- '' 1. SHEATHING SHALL BE 32/16 EXTERIOR STRUCTURAL PANEL COMPLYING % - — i n ....,a 4(7- ZZ r rr/_____r / / / r��� r�W WITH DOC PS 1 OR PS2. ;'f 2. ALL SHEATHING NAILS ARE COMMON DESIGNATION. 8d COMMON NAILS ARE s af t :, 0.131 IN DIAMETER BY 2 2" LONG. NAIL SPACING AT INTERMEDIATE �f SUPPORTS SHALL NOT EXCEED 12 O.C. i V 01 of i- J co 1 3. ALL HOLD-DOWNS AND ANCHOR BOLTS ARE AS MANUFACTURED BY SIMPSON STRONG-TIE. co I 1 r t 4. $"O SHEAR BOLTS SHALL HAVE 7 2" EMBEDMENT INTO CONCRETE, i MEASURED FROM THE TOP OF CONCRETE TO THE UNDERSIDE OF THE EMBEDDED HEAD. EACH SHEAR BOLT SHALL HAVE SIMPSON BPS a-6 cj BEARING PLATES WITH A STANDARD CUT WASHER BETWEEN THE BPS PACIFIC RIM PLATE AND THE NUT. A SHEAR BOLT SHALL BE LOCATED NO MORE THAN 12" MARTIAL ARTS FROM EACH END OF THE WALL. SHEAR BOLTS SHALL BE SPACED A ACADEMY MAXIMUM OF 6'-0" O.C. 5. WHERE BLOCKING IS REQUIRED PROVIDE 2X4 FLAT BLOCKING OR 2X6 8970 SW BURNHAM STREET TIGARD, OREGON BLOCKING FULL DEPTH OF THE STUD. PROVIDE EDGE NAILING FROM BOTH ADJACENT PANELS TO THE BLOCKING. I—, `� I L__136. FULL DEPTH BLOCKING IS REQUIRED AT 8'0" O.C. MAXIMUM FOR ALL STUDS. FOR STUD HEIGHTS GREATER THAN 8'-0" AND LESS THAN 16'-0" THAT DO NOT REQUIRE SHEAR BLOCKING, PLACE THE 2X6 FULL DEPTH BLOCKING AT MID-HEIGHT OF THE WALL. REVISIONS: # DESCRIPTION DATE — — SW1 1 -- — -- SW6 — A DESIGN CORRECTION 04-NOV-2016 1 SHEARWALL PLAN Scale: 1/8" = 1'-0" SHEAR WALL SCHEDULE WALL MARK SHEATHING EDGE NAILING BLOCKING AT PANEL EDGES HOLD-DOWN HOLD-DOWN ANCHOR BOLTS SHEAR BOLTS 2ND FLOOR SHEAR TRANSFER THICKNESS SW1 32" 8d © 6" NOT REQUIRED NONE REQUIRED NA (4)a"O NA SW2 32" 8d @ 6" NOT REQUIRED NONE REQUIRED NA (7)-g"0 NA SW3 32" 8d @ 6" NOT REQUIRED NONE REQUIRED NA (9)ST) NA /� 8d @ 4"ABOVE 2ND FLOOR CS16 AT 2ND FLOOR 15 �����—��������-p p--�������-� ..m.- ��--p---�- --��►�����������p-p- -•i��A_/�\ SW4 32 BLOCKED SSTB24 (8)a"O NA 8d @ 3" BELOW 2ND FLOOR HDU4 AT GROUND ) SW5 3Z 8d @ 4"ABOVE 2ND FLOOR BLOCKED C l DTT2Z AT 2ND FLOOR HDUB AT GROUND SSTB28 (6)i"125 SEE DETAIL 2/S504 8d @ 3" BELOW 2ND FLOOR ) 15,E 10d @ 2"ABOVE 2ND FLOOR J CMST12 AT 2ND FLOOR5. SW6 DOUBLE SIDED 15/2" 10d @ 3" BELOW 2ND FLOOR ) BLOCKED HDU19 AT GROUND SB1x30 (6)g'O SEE DETAIL 9/S501 / l 1s., 8d @ 4"ABOVE 2ND FLOOR .. 5 ) SW7 s2 10d @ 2" BELOW 2ND FLOOR BLOCKED HDU4-SDS2.5 AT GROUND SSTB24 (6)g"Q NA ) SW8 „ BLOCKED 8d @ 4"ABOVE 2ND FLOOR SSTB24 (5)s"O NA sz 10d @ 2" BELOW 2ND FLOOR HDU4-SDS2.5 AT GROUND a PROJECT#: DRAWN BY: 16-016 GFS DATE: 29-JUN-2016 SHEET TITLE: SHEAR WALL PLAN SHEET: S 204 ^- ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE PORTLAND,OREGON 97213 971.344.1919 4 WWW.11-ED.COM S401 r P fi4-c „ 1-4 ..1___.I LOCO tA4 Jy",. 1'-3" ' ' 1'-3" 3 z�' .,- / v.. / / ''`b' i t A,73-,-;<<,:;... "-.fin !:',..a_ri 6/56 zo 44, c=r' /IL' rw1-1 = =f!P- I -E7I\ ,-, N ,-,All- '471 \ , r--. N AIL' -LI\ 0= fi '-c73 co co - PACIFIC RIM m m m m m m m MARTIAL ARTS __ ACADEMY 8970 SW BURNHAM STREET 3'-6" A TIGARD, OREGON 0 FOOTING SECTION 2 FOOTING SECTION C3D FOOTING SECTION Scale: 1'=1'-0" Scale: l'=1'-0" Scale: 1'=1'-0" REVISIONS: /#� DESCRIPTION DATE / \ DESIGN CORRECTION 04-NOV-2016 f 1 i HOLD-DOWN, PER SCHEDULE I, PL x4 x 6" HSS4x4x16 1 4 2x6 TOP TYP. PLATE HSS4x1 2x0.120 1"0 SB-1x30 ANCHOR ROD w/24" EMBEDMENT - CENTERED UNDER 3/16 / EACH WINDOW MULLION AS2x4 REQOR2x6'D 3x P.T. SILL PLATE m FOR 16" (4)ref ANCHOR BOLTS STUD SPACING EMBED 9" 0 W/PBS4 WASHERS 1 \ 4) rk \ r.,,i / 1 I��. 1 Z'GROUT N 11 U REBAR PER PLAN N \ ® s s �,., U / REBAR PER PLAN IIIII m • o \ I J 1 1 • #5 w/8"STANDARD HOOK (2) BARS AS SHOWN PL2x102x102" PLACEWITHIN4"OF HOLD-DOWN ANCHOR ROD 4 FOOTING SECTION . 5 FOOTING SECTION 6 FOOTING SECTION @ HD-19 Scale: 1=1 0 Scale: 1=1 0 Scale: 1'=1' 0" PROJECT#: DRAWN BY: 16-016 GFS DATE: 29-JUN-2016 SHEET TITLE: FOUNDATION DETAILS SHEET: S 401 ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE PORTLAND,OREGON 97213 971.344.1919 WWW.11-ED.COM 2x10 BLOCKING ;r €� I,r ;Z ., BETWEEN TRUSSES EDGE NAILING j TYP. ' 5ra�s CS18 STRAP FULL LENGTH OF ROOF 2x6 BLOCKING fl,W-------- DO W _DO NOT NAIL PLYWOOD TO BLOCK EDGE NAILING OTHER THAN THROUGH STRAP H8 AT EACH STUD _ 3; yrs ` d EDGE NAILING y: "', <:;"--',',,: ''",\*..::: ,jr ..,''. lam — _ � ���� ..::..:... .. .. ::... . . ....:.::: ....... _ 11 2x4 FLAT \ ,� ` / BLOCKING A X @16" O.C. END WALL TRUSS W/ 16d COMMON STUDS ALIGNED WITH ROOF TRUSSES NAILS C@8, O.C. ROOF TRUSSES @24"O.C. PACIFIC RIM MARTIAL ARTS irX X X ACADEMY — . 8970 SW BURNHAM STREET JEW EDGE NAILING TIGARD, OREGON EXIST. ROOF SHEATHING 8d COMMON NAILS AT 6"O.C. PLATED ROOF TRUSS @ 24"O.C. / X REVISIONS: DESIGN BY OTHERS ,>-<. . # DESCRIPTION DATE X' 6%4x24GLB / 12'x52" LSL 12'x52" LSL FULL HEIGHT FULL HEIGHT A DESIGN CORRECTION 04-NOV-2016 NEXIST. ROOF TRUSS STUDS AT STAIR STUDS AT STAIR 1/ 2x6 STUDS@16" O.C. / 2x4 NAILER 2X6 CONTINUOUS s —i___r` 4 . s CID SECTION AT HIGH ROOF SECTION A_ T HIGH ROOF SECTION AT HIGH ROOF SECTION AT HIGH ROOF �S Scale: 1'=1'-0" (2) Scale: 1'=1'-0" Scale: 1'=1'-0" 10 Scale: 1'=1'-0" Z 5Y2 x 12 GLB w/6x6 POST & (1) FULL HEIGHT X STUD EACH END —� 2x4 FLAT BLOCKING-TYP. 2x6 STUDS @ 16" O.C. X f >C. NOTCH TOP OF GL BEAM FOR 2x6 STUDS @ 16" O.C. CONTINUOUS 2x6 TOP PLATE (2) ROWS SIMPSON $" STRUCTURAL PANEL OVERLAY $" STRUCTURAL $' STRUCTURAL SDS Y4 x 5"SCREWS .077 2x6 STUDS © 16"O.C. GL5 a x15 PANEL OVERLAY PANEL OVERLAY @ 16 O.C. BETWEEN GL BEAMS SOLID BLOCK UNDER 3x DECKING GL BEAM 3x DECKING 3x DECKING 16d COMMON NAILS @ 6"O.C. NAILS PER SHEARWALL SCHEDULE � SIMPSON CS18 STRAP X 11'-10" O / \\ \\A >C ::,,,, �"` W/8D COMMON NAILS @ 4"O.C. i 1104-711 o ����� ri ' '—� STAGGERED ENN a_ E 11 � �� NAILS PER SHEARWALL SCHEDULE C O� s S r ) s 5 S [ --$ �o c ° oN 7Sfo0 (2)2x10 2 in 0.C. T X 1 2' NAILS @PROJECT#: DRAWN BY: HEADER 2 4"O.C. STAGGERED 1 -.. I 00 �° BEAM 16 016 GFS 1GL5 x15 12x10 1 BENT PLATE 0.120"X 2'-10"a GL5 g x 15 I GL5 g x 15 .. @ 6"O.C. NOTCH OUTSIDE LEG AROUND STUDS DATE: = SITTING ON 5Y2 x 12 GO: 5Y2 x 12 GLB w/6x6 POST MEGSPC W/OUT / MEGSPC W/OUT PRE-DRILL 32"� HOLES 29 JUN 2016 & (1) FULL HEIGHT TOP FLANGE TYP. TOP FLANGE TYP. GL5 a x 15 STUD EACH END H-15" H=15" (1 3) 10d COMMON NAILS @ SHEET TITLE: 2x6 STUDS AT 16" s 2 a O.C. STAGGERED (1) STUD EACH SIDE GL64x21 GL64x21 GL64x21 GL64x21 OF GL BEAM 2x6 FULL DEPTH BLOCKING TYP. @ 8'-0" MAX O.C. FRAMING DETAILS 1 s ,, SECTION AT OPENINGS 5 SECTION AT WALL 6 SECTION THRU GIRDER SECTION AT EXT WALL SECTION AT CORNER (9) SECTION AT SHEAR WALL SHEET: 4 Scale: 1'=1'-0" Scale: 11=11-0" Scale: 1"=1'-0" Scale: 1" = 1'-0"(7) (8; Scale: 1"=1'-0" Scale: 1"=1'-0" • 501 I ELEVEN ENGINEERING&DESIGN,LLC 2432 NE 59th AVENUE PORTLAND,OREGON 97213 971.344.1919 `� W W W.11-ED.COM de`s c'"-',�'5'£ EDGE NAILING •f ^s� f y fit ADD TRUSS OVER SHEAR WALL 12 4,f./ dt'. \ OREG3 )7 s X X X X g X X N X r : , ; � ' ,,..,‘,,,,,,,,,, 0 0 ROOF TRUSSES @ 24"O.C. -TYP. 0 0 O {C_. JO S `=1_` ]O O O 2x4 WI 16d COMMON OVERLAP OKING W/GL NAILS AT 8" O.0 °�' �° °O °O PACIFIC R I M X X X . X .&5. X X X 1-i \ \E MARTIAL ARTS 1'-3 1/2" ACADEMY CCOT7PC CCO7PC 6d COMMON NAILS @ 8"O.C. / / W3=6 8", H2 =8" 8970 SW BURNHAM STREET COUNTERSINK TIGARD, OREGON LEAVE NAILING (2)4"0 BOLTS I EDGE AT ENDIv._ 1 4" EDGE DISTANCE OF BEAM 5 2'SPACING BPS4-TYP. QO 0 PL0.239x6x94" 0I jpWELDED TO ____,�] � �' BOTTOM PL 2x4 NAILER n �<_ /I/ \ AND 0007 REVISIONS: CCO7PC3 , SECTION # DESCRIPTION DATE PL 0.239x6 x 6" CONT. 2x6 Scale: 1" = 1'-0" / \ DESIGN CORRECTION 04-NOV-2016 %s' FILLET WELD WELDED TO CCO7 ALL AROUND A 2 $"STRUCTURAL SHEATHING PANEL OVERLAY 3x DECK - GL5 8x15 MEG5PC W/OUT TOP FLANGE 2x6 @ 16" O.0 — ..- H = 15"-TYP.H = 15"-TYP. 0 SECTION 0 SECTION EACH SIDE OF GL6 4x21 Scale: 1" = 1-0 Scale: 1" = 1-0 / GL 38x21 STEEL PLATE STIFFENER >-C BELOW EACH WINDOW MULLION \ / e" STRUCTURAL SHEATHING Oo Oo LGU3.25-SDS WI PANEL OVERLAY 3 z — I' OFFSET FLANGE HSS4x4x16-TYP. 0° 11" QO H =21" 3x DECK ® 2x6-TYP. PL4 x 3 2 x 5" I'=1i SHIM AS REQ'D. ATTACH TO HSS W/ 3/4" 2x6 @ 16" O.C. OO OO Oo 00 / 1 1/2" GL5 8x15 SELF DRILLING SCREWS TYOO OO 00 00 (4) SDS25112 �� (4) SDS25312 I \-] /II ;iii GL6X21 +®gig �..i V co CCO7P-TYP. GL3$x21 ®`c° PL4 x 3 2 x 6" s L _ �C .<- HSS4x4x16-TYP. M1=11 n (4)SDS25800 1 2x6-TYP. ,' " ' ATTACH TO HSS WI Oo 00 I I ECCUO7PC OO SELF DRILLING SCREWS z (; '] 0° ] °O GL6 4X21 GL6 4X21 .- SECTION PROJECT#: DRAWN BY: Oo Ii ? Scale: 1" = 1'-0" 16-016 GFS — DATE: OO 11 1t4? � i , 29 JUN 2016 / 2 SHEET TITLE: / \ MEG5PC W/OUT ECCUOLR7PC 16d COMMON NAILS GL6 4 X 21 TOP FLANGE W3 =6 8", H2= 8" (3) BETWEEN EACH STUD H = 15 -TYP. ->-C 6 2x6@16"O.C. _ FRAMING ¶S502J3 DETAILS 2 HSS4x4x16-TYP. LUS26-TYP. 2x6-TYP. ATTACH TO HSS W/ 2x6 @ 16" O.C. 2X4 FLAT SELF DRILLING SCREWS / @ 16"O.C. �( SHEET: S ye_ 5 SECTION G v SECTION SECTION SECTION Scale: 1" = 1'-0" Scale: 1" = 1'-0" Scale: 1" = 1'-0" Scale: 1" = 1'-0" 502