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<br /> GENERAL NOTES z co
<br /> FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" Lu c_.) W
<br /> ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE Z o c
<br /> LOWEST PART OF THE CLEAR OPENING SHALL BE 24' _ 00 M M
<br /> MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN a. z M'n,,
<br /> WINDOWS WHERE A 4' SPHERE MAY NOT PASS THROUGH 2 N N
<br /> OR WHERE FALL PREVENTION DEVICES ARE PROVIDED PER _ g v
<br /> ASTM F 2090 OR R312.2.2. o $
<br /> PROVIDE SAFETY GLASS PER IRC R308. m
<br /> SKYUGHTS TO BE DOUBLE PANEL, SHATTER RESISTANT w o
<br /> APPROVED RIGID PLASTIC, LAMINATED SAFETY GLASS, o w v it
<br /> FULLY TEMPERED GLASS, HEAT-STRENGTHENED GLASS, _ ,n .
<br /> OR WIRED GLASS. PROVIDE 4" MINIMUM CURB (OR SELF gj z g 3
<br /> FLASHING ASSEMBLY WITH 3:12 MINIMUM PITCH OR PER w =a
<br /> . MANUFACTURER INSTRUCTIONS). a ,�,
<br /> 0 3 c'w HOSE BIBBS TO BE BACKFLOW PREVENTION AND FREEZE c�
<br /> RESISTANT TYPE.
<br /> ALL HUMS. FRAMING ANCHORS & SHEARWALL
<br /> 90"x90"x24° THK CONC. FT'G NAILING MUST BE INSPECTED BEFORE COVERING. 00
<br /> N0.80i SHEET METAL SCREW (f c = 3500 PSI) w/ (9) #6
<br /> n BARS E.W. TOP & BOTT. °0 A
<br /> NO.24 OR 22 MSG GALV. STEEL COLUMN COVER 66 x66 x24 THK CONC. FT G
<br /> ,; c=-s;► �" TYPE X GYPSUM WALL BOARD 66 x66 x24 THK CONC. FT G
<br /> (f'c = 3500 PSI) w/ (7) #6 20'-0" 20.-0" (f'c = 3500 PSI) w/ (7) #6 n
<br /> !" Ili
<br /> HSS 6x6A STEEL COLUMNBARS E.W. TOP & BOTT. / - / BARS E.W. TOP & BOTT. ' p* )�" TYPE X GYPSUM WALL BOARD COLUMNS, CONNECTORS r 4
<br /> _"� — & FOOTINGS PER ( (— 4fi` - : ,
<br /> --'` METAL CORNERBEAD 0 EA CORNER ENGINEER'S DESIGN
<br /> 1" TYPE S DRYWALL SCREW I I ( I MOMENT FRAME PER 5/S-3.0
<br /> OUTBOARD STEEL COLUMNS
<br /> 1 - HOUR FIRE P R OlE C TI 0\
<br /> SIMPSON MEG514 HANGER SIMPSON EG914 HANGER SIMPSON MEG514 HANGER r-- m
<br /> — rN\NLII L
<br /> 1 BEAM TO BEAM1/
<br /> II o w rn
<br /> — - BEAM TO BEAM BEAM TO BEAM — '
<br /> TYPICAL JOISTS TYPICAL JOISTS o I'
<br /> o
<br /> 1 INSULATION AND SOFFIT oI INSULATION AND SOFFIT .. I m w
<br /> COLUMN FIRE PROTECTION ill.d.
<br /> `�
<br /> BASE LAYER 1/2' TYPE X GYPSUM WALLBOARD APPLIED CARPORT , CARPORT S ` ct J •`
<br /> AROUND HSS 6x6x)i TUBE STEEL COLUMN AND HELD IN x 4" CONC SLAB n 4" CONC SLAB n x 1
<br /> PLACE WITH PAPER MASKING TAPE. SECOND LAYER OTHER 1; FILL& TAMP" x I FILL & TAMP+ I
<br /> NO. 24 MSG GALVANIZED STEEL COLUMN COVER CONSISTING Ln SLOPE) ':1 0 ,5 SLOPE :1 0 of in
<br /> OF TWO L-SHAPED SECTIONS WTH SNAP-LOCK SHEET TO REAR - TO REAR -
<br /> STEEL JOINTS OR NO. 22 MSG GALVANIZED STEEL COLUMN 49X"
<br /> COVERS CONSISTING OF TWO L-SHAPED SECTIONS WITH LAP /3 / 8'-3" 1'-5K" 8'-3` / 8'-3' 1'-51 8'-3" `34/ -
<br /> JOINTS FASTENED WITH NO. 8xi SHEET METAL SCREWS
<br /> 12'o/c. FACE LAYER 1/2" TYPE X GYPSUM WALLBOARD I — I - I
<br /> APPLIED WITHOUT HORIZONTAL JOINTS TO COLUMN COVER r .2) 8° X 7° O.H. GAR. DR. 8° X 7° O.H. GAR. DR. 40 8° X 7° O.H. GAR. DR. 8° X 7° O.H. GAR. DR. (- 321
<br /> 1MTH 1" TYPE S DRYWALL SCREWS 8"0% SPACED 1' FROM _ _
<br /> VERTICAL EDGES. METAL CORNERBEAD APPLIED TO ALL ,■ t-// , - t -- t� t-- -t - ■t - I \
<br /> CORNERS WITH 1' TYPE S DRYWALL SCREWS 12'o/c IN I 4x8 DF#2 M-07 %I 4x8 DF#2 M-07 MB►', 4x8 DF#2 M-07 4x8 DF#2 M-07
<br /> EACH FLANGE. —
<br /> L_ � 6x6 OF C41. 6x6 OF COL de J
<br /> GA FILE Na CM 1451 SIMILAR. CONT1N000S FOOTING 6x8 OF COL C
<br /> s ECCQS-6SDS2.5 9 GARAGE DOOR C ECCQ5-6SDS2.5
<br /> TO BEAM s OPENING c ECCQ96SDS2.5 TO BEAM W
<br /> TO BEAM
<br /> _ 7 5 =
<br /> 1 CO10
<br /> i 010"' I I r� '� ,y,Cl.
<br /> 2/5-2.0 i i'' i i W ,,ON.
<br /> i // /
<br /> (6)14 VERT REBAR a ; Q / 0 In
<br /> W o 3
<br /> PROTECT STEEL COLUMN w/ 18"0 % s
<br /> CONCRETE UP 60" PER IBC 704.9 GARAGE o GARAGE GARAGE o GARAGE o W "
<br /> ABOVE CONCRETE TO BE 1 HOUR4" CONC SLAB 4' CONC SLAB '7' 4" CONC SLAB 4" CONC SLAB411
<br /> U 'n= c°
<br /> PROTECTION PER NOTE ABOVE. tiPil s FILL TAMPa ' FILL TAMP FILL & TAMP a FILL & TAMP CO
<br /> & a , & ^ °- , " „ LJ_I °o m
<br /> SLOPE)�:1-0 TO Z - SLOPE J�":1-0 TO SLOPE ":1-0 TO co ; SLOPE 76':1-0 TO
<br /> DOOR(S) DOOR(S) DOOR(S) DOOR(S) %; _
<br /> m f, �� o
<br /> kl= // Z i :�`
<br /> = ' z •
<br /> 11%' TJI210 16"o c 11%` TJ210 0 16"0% cc
<br /> II TYP THROUGHOUT TYP THROUGHOUT
<br /> �,, MAINTAIN 2' MIN CLEAR COVER o ;','
<br /> 13 RE-BAR SPIRAL CAGE AT 6 oc �i� I %; (]
<br /> (n f,! 3 ;z 0
<br /> ;/ �l s
<br /> PROTECT STEEL COLUMN w/18"0 /
<br /> CONCRETE UP 60" PER IBC 704.9 a % s
<br /> SHOWN AT CENTER COL (LARGEST) z 2$ 2s 28 ® 28 REFER TO TJI SUPPUER FOR
<br /> r DEPRESS STEM 0 FINAL FLOOR JOIST LAYOUT AND J
<br /> % DOOR OPENING Q SPECIFICATIONS U-
<br /> (_ — _ — — — .;/ — — — — _ J ti< ..2)2x6 — — — _ — — — — ')2x6 HF#2 SINGLE JOIST HANGERS TO BE
<br /> _ I P -03 P -04
<br /> . \ \ 00 - ;; %,,,; //%,"%0"�;� - .,//'/;%,/%; ///////; ////;//,;"s% �_- c,,,c0";/s,/%,,,%,;---c;;?%",,c0.2%;%%,%.,, - /s SIMPSON IUS2.06/11.88 OR EQ.
<br /> L� - — r —-- -- - — �� \-- '- OR AS NOTED UNLESS SPECIFIED
<br /> I I -1 %% 1 i'1t2 �`► 1 -ram 1 N I OTHERWISE BY TJI SUPPLIER
<br /> ;�, � � ,� ,�LUS26 2x6 P.T. LEDGER w/
<br /> IA s; I I I I I I L.c„ � . 3�'Ox4' LAGS 0 .
<br /> "� I N - I =c n- V I 12"o c TO RIM JOIST
<br /> COLUMN BASE PROTECTION DETAIL I , i _ , I E_ , I ; H I I 1 /
<br /> SCALE: Xt' = 1'-0" I (— Fla3/S S�O 5 ��5� — In N a •�' 11111, _r 0 I to N ' `c
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<br /> � I I I II � "1 \ I II I 4x6 �2HF I I
<br /> \ -\ I ® ® I - b o 2x6 HF/2 PT .43-- - — \.
<br /> -:_-_1 IZ- -21 FIRE SPRINKLER RISER ROOM (.,0 24 otc 12 I—`-�'-- -- JJ
<br /> 1-HR CONSTRUCTION - �, w \
<br /> 12 4x4 P.T. COLS ce 8
<br /> ------ —1 •' N NI `° N I i I I II
<br /> II
<br /> I CURE TO BASE w/ o W? '
<br /> OR w
<br /> _—____ J I N =o I I II II I SIMPStNI PB44 .
<br /> I " ., cc 1 I I I I I I I EQ. 18x32 FTG 36 `' r' . `
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<br /> LATE ItA L,ONLY U
<br /> / 20'-0" / 20'-0" /
<br /> 40'-0" / JAN 0 9 2019
<br /> FOUNDATION PLAN SCALE: Y' = 1'-0"
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