|
_ PREAB. ENGINEERED ROOF _ ' `
<br /> ' ' . . . . ._ . ..� .. .'�.�. ._ . . . N . . . . �'� .. - � � . � . . � � .�. . .., - � . . . ... . . . . . . . �. . . . . ... . . . . � .. . . . . � . .. .. ,.'.
<br /> TRUSSES � 24 O.C. U.N.O.
<br /> , :. � ) _ ,
<br /> ; �
<br /> . ,
<br /> _ r�
<br /> _' �A FlLE N0, WP 3370 GENERIC 1 HOUR FIRE
<br /> _G E N E R A L S P E C I F I C A TI 0 N S. , COMPOSITION ROOF OVER NONPERFORATED TYPE 15 FELT. '
<br /> , . p : ONE LAYER ° TYPE X GYPSUM WALLBOARD � o
<br /> ; : t _ �
<br /> NAIL W 4 GALV, FASTENERS EA. PIECE 0 �2 APA RATED
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND BUILDING � � � � - OR GYPSUM VENEER BASE APPUED W I
<br /> _ _ 24 » - . r,.�
<br /> = SHTG WITH P.L � OR EQ. W/Y2 CCX � OVERNANGS. NAIL _ nn E-
<br /> DIMENSIONS, AND SHALL REPORT ANY VARIATIONS TO THE „ „ PARALLEL OR AT RIGHT ANGLES TO EACH , �n
<br /> SHEATHING W/ 6d � 6 O.C. EQGES & 12 O.C. FIELD. SIDE OF DOUBLE ROW OF 2x4 WOOD STUDS
<br /> v� Z �
<br /> QESIGNER FOR RESOLUTION PRIOR TO CONSTRUCTION: WRITTEN _ , „
<br /> _ W ,-,
<br /> : 16 O.C. ON SEF'ARATE PLATES 1 APART 4
<br /> ; DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. GA FILE N0. WP 3370 . „ „ �n
<br /> ' -. . : . . .. . � M�� . . .. . � . . .. . 7 . � � .
<br /> . WIND BAFFLE W 1 MIN. AIR SPACE ' WITH 6d COATED NAILS, 1 rg LONG, 0.0915 cv
<br /> ` _ / . � GENERIC 1 HOUR FIRE „ �
<br /> CODES. . ' SHANK Y HEADS 7 O.C.. JOINTS �t
<br /> - SEE ADJACENT NOTE ., . 4 p , Z ..�
<br /> INTERNATIONAL BUILDING CODE (I.B.C. 2012 ED: AND THE 2012 SIMPSON H1 OR H2.5 EACH ` 0 OSI SIDES. �
<br /> , � , „ ; „ STAGGERED 16 ON PP TE Q
<br /> WA ST. ENERGY CODE ALONG WITH ALL OTHER APPLICABLE : : TRUSS TO TOP PIATES - 19-11 . 19-11 - �0
<br /> 12 HORIZONTAL BRACING REQUIRED AT J
<br /> _ , U N(T D _ U N I T C MID-HEIGHT LOADBEARWG. d
<br /> �� ` �, SEE 2x FREEZE BLOCK ON LEFT & RIGHT SIDES(VENT , � �
<br /> �-o • Q SOUND: STC = 53 WITH R-21 INSULATION
<br /> • m � PLAN - BLOCKS NOT ALLOWED) USE VENT BLOCKS ON FRONT R-21 INSULATION r�
<br /> CLIMATIC & GEOGRAPHIC DESIGN CRITERIA. �+. m � „ C�
<br /> & REAR W/ SIMPSON RBC � 48 O.C. T0 TOP PLATE$ ONE SIDE AND COVERING GAP (ESTIMATED). p
<br /> SEISMIC: ZONE D : �� R;�38•INSULAT1oN � � Z cv
<br /> �_ . y 11�� TJI 230 FLR J$TS ` 1� x 11��.1.9E MICROLAM . , �
<br /> WIND. (EXP. B): BASIC SPEED: 85. MPH
<br /> 8d GALV. � 6 O.C. „ LVL FLUSH W JSTS SOUD BLK G BTWN. � 0 rn
<br /> _ (DIAPH. TO TOP PLS.) � 19,2 O.C. TYPICAL � JSTS � BR'G WALL ` VV -J
<br /> 2 LAYERS 5/8° TYPE X R-30 INSUL. _ — a
<br /> CONCRETE WEATHERING: MODERATE GWB. SEE FULL SEC110N.
<br /> ao � � .
<br /> FROST LINE DEPTH: 18" 26 GA. CONT. : _ . , , � m -
<br /> �--ALUM. GUTTER _ �
<br /> 2-2x6 TOP PLATES PER PLAN rypICAL FASCIA TOP PLATE
<br /> TERMITE DAMAGE: SLIGHT TO MODERATE . - - �S w
<br /> _ LAP SPLICES 48 � �
<br /> DECAY; SLIGHT TO MODERATE _ , W W
<br /> , • LEFT & RIGHT SIDE. _ /� TOP PLATE >
<br /> WINTER DES(GN TEMP.. 20 F. : - HEADER PER PLAN. USE 2 „ � � w
<br /> EAVES TO BE 1 HR GWB CEILINGJ , 5/8 TYPE X ' �
<br /> ICE SHIELD UNDERLAYMENT: NONE Z f0A1� BOARD W/ 4x NEADER � 2x4 2HF CL G
<br /> o - ` RATED PER IBC 705.2.3 , # „ GWB (TYPICAL) , , O
<br /> AIR FREEZING INDEX: 170 � • FILL GAP TO CEILING SPACE AT - JSTS � 16 O.C. ; ' FILL GAP TO CEILING SPACE AT = �
<br /> . , ` , � 1/2 G.W.B. FRONT & REAR WALLS
<br /> MEAN ANNUAL TEMP.. 51 F. SIDING PER ELEVATION 0/ TOP OF WALL WITH SECURELY , ` TOP OF WALL WITH SECURELY E �
<br /> � 5/8 TYPE X GWB SIDE WALLS o W
<br /> ,�, TYPE 15 FELT OR FASTENED GLASS FlBER OR _ • FILL �AP BETWEEN RIM � FASTENED GLASS FIBER OR c, z
<br /> 2 LAYERS 5/8 ; � vi � p
<br /> w -R-21 INSUL WATERPROOF BUILDING PAPER ROCK WOOL BATTS OR 2x WOOD - JOISTS WITH SECURELY , ROCK.WOOL BATTS OR 2x WOOD
<br /> LOADING LIVE DEAD TOTAL W TYPE X GWB � W cn
<br /> cn � FlREBLOCK PER IBC 717. � FASTENED GLASS FIBER �- FlREBLOCK PER IBC 717. •S J o
<br /> ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF _
<br /> DWELLING FLOOR 40 PSF 12 PSF 60 PSF
<br /> 2x6 STUDS @ 16 O.C. OR ROCK WOOL BATTS � a. Q
<br /> _ • R-21 INSULATION OR 2x WOOD FlREBLQCK R-21 INSULATION ,- , •�' �
<br /> � - . a� �
<br /> EXTERIOR BALCONIES 100 PSF 10 PSF 110 PSF � , � �
<br /> APA &G OSB-0R PLYV4D. C0 2x6 BASE PL W/ t6d � 16 O.C. :i PER IBC 717. : o, � ,n
<br /> _'
<br /> OFFICE FLOOR* 50 PSF 12 PSF 62 PSF � T TO ,1S - � : 3 � rn
<br /> INL W/ EXT. GLUE NAIL W/ T & 2 16d EA STUD ,�
<br /> STAIRS* AND EXITS ' 100 PSF 12 PSF 120 PSF M U N I T D U N I T C 3 U � .
<br /> tOd � 6 O.C. EDGES & SOLID _ 3
<br /> >*STAIR TREAD 300 LB. PT. LOAD APPLIED T0 4 SQ. IN. eucc. ac ��o" o.c: iN FlEID 2x RiM �oisr w/ 3 1sd _ _
<br /> , �
<br /> EACH �oisr LAUNDRY ROOM
<br /> HANDRAILS/GUARDS:50 PLF APPLIED TO TOP:IN ANY DIRECTION COMMON ,
<br /> , SOL1D BLKG. . _. ,
<br /> 200 LB POINT LOAD APPLIED TO TOP IN ANY DIRECTION FLOOR JSTS PER PLAN " , GA FILE N0. WP 3370 � M
<br /> � SUPPORTS ' FOR LEFT dc RIGHT SIDE WALLS; o �
<br /> 50 PSF APPLIED TO INTERMEDIATE RAILS OR INFILL� SEE FULL�'SECT10 0 - OU ; GENERIC 1 HOUR FIRE '. o 0
<br /> - N F R t H R 2x10 #2HF FLR JSTS �� N N
<br /> , ..; , e ,-� SEE ADJACENT NOTE
<br /> „ FlRE RESISTIVE;WALL RATED ..., � I
<br /> , _ < � 16 O.C. TYPICAL I
<br /> , , E� S G DERS HEADERS ' FTE S .AND JOISTS TO BE J�Z G.W.B. ,.:: ,.,..: .s _ �r- c� . o
<br /> ALL EAM , IR , . RA R , FOR. FlRE,FROM;INSIDE.,, , : cv -, ,�
<br /> E 0. 2 OR BETTER AS NOTED ON PLANS. GLUED `
<br /> H M F!R N 2-2x6 TOP PLATES . : :.: ;,: : �' � SUBFLOOR � - �
<br /> SUBFLOOR rn . � o .
<br /> LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED LAP SPLICES 48" '���"-�"���" '" �� , o � � - t
<br /> , AS REQUIRED IN AITC A190.1 & ASTM D3737. - " } o �
<br /> HEADER PER PLAN. � m w f
<br /> : , < _ _ - N
<br /> PLYWOOD INDEX. CD.. ROOF AND SUBFLOOR .SHEATHING PER USE 2 FOAM eOARD _ : » Q
<br /> • • 5 8 TYPE � 5
<br /> TABLE 2304.7 3 . WALL SHEATHING PER TABLE 2304.6. z W/ 4x HEADER ` / X
<br /> ( � � T-1-11 PLYWD OR X� CDX R-30 INSUL, TYPICAL
<br /> o a � • GWB (TYPICAL) � � .
<br /> `_SHEATHING FASTENERS PER TABLES 2304.9.1. STRUCTURAL � 1 2 G.W.B. FRONT & REAR WA�LS PLYWOOD SHTG OR r�6 O.S.B.
<br /> . . . . . . .. .Q _ /. p . � �.:� �. . A p �. . . . . . . ._. .. . ... . :..� �. '. . �... . . . �. -
<br /> > 5 8 TYPE X GWB SIDE WALLS NAIL 8d 6 O.C. EDGE; 12
<br /> MEMBER FASTENERS PER TABLE 2304.9.1, / _ - , ;
<br /> `�`
<br /> - - O.C. FlELD OR PER ENGINEER S. _ . . , _. _ .
<br /> w _
<br /> , R 21 INSUL. < S.W. SCHEDULE,
<br /> CONCRETE & REBAR. .
<br /> �, � : , .
<br /> �,., . ,
<br /> REBAR TO BE 40 000 PSI GRADE'40 ASTM A615 A706 OR • �
<br /> � � � � , cn , 2x6 STUQS � 16 O.C. 2x6 BASE PL. W 16d � 16-O.C. _
<br /> D 0 CLOSER TO THE / , :
<br /> A996. WALL REBAR SHALL BE.PLACE N TO ,1ST & 2-tsd EA STUD _
<br /> � -. : .�:�. . � . . .. .. . -�. ., .. . .�..._.. ... . ._ , . . . . . .. � . . ��'- r .�. . . . . �� . � n � � . . . ...:. . . . � ��- .. . � . . � � . . - .
<br /> OUTSIDE FACE THAN 1� THE WALL THICKNESS REBAR COVER _ 9-0 t5-5
<br /> , : : , „ - `2x RIM JOIST W 3-16d 15 5
<br /> PER ACI 318. CONCRETE TO BE MINIMUM F c = 2500 PSI � 28 � APA T&G OSB OR PLYWD.'CD / . : -
<br /> � < EACH JOIST '
<br /> INT. W/ EXT. GLUE. NAIL W/ -
<br /> - DAYS 3 000 PSI FOR GARAGE CARPORT SLABS, EXTERIOR „ - , ; W
<br /> ( , � 10d � 6 O.C. EDGES & SOLJD .
<br /> :
<br /> 2x4 PRESS. TRTD. SILL PLATE W/
<br /> .
<br /> PATIO SLABS ON GRADE, AND WEATHER EXPOSED BASEMENT, � a � U
<br /> - BLKG. & � 10 O.C. IN FlELD
<br /> 0 ALLS PORCHES AND STEPS W 5% -7% AIR Y�� A.B, � 48 O.C. OR PER PLAN � '
<br /> FouNOA�n N w , . � . � $ PARTIAL ' SECTION :
<br /> ` & BTWN. 4}�" & 12" OF SILL ENDS. O . G� r o �n
<br /> ` ENTRAINMENT . MINIMUM DES GN EQUIVALENT FLUID PRESSURE . . ' - � , „ cv
<br /> � I SOLJD BLKG. EI�BED 7 I�INI�IUM. INSTALL 3x3 ° SC LE = 1 -0 cn � �
<br /> � A � o
<br /> . _ :` FLOOR JSTS PER PLAN L,1_
<br /> 35 PCF OR PER SOILS ANALYSIS. , , PLATE WASHERS. _ �. rn N
<br /> .
<br /> , � SUPPORTS
<br /> � a i
<br /> � z
<br /> , _ . . ` _ _ _ r�
<br /> . � . . . ��. . . .� . ... � � . .. . . .. . �... � �� . . . . . . . - � �. �J �
<br /> SOIL BEARING CAPACITY. 1500 PSF ASSUMED 18 MIN. CLEARANCE , . z . cv
<br /> ,.: oo FlNISHED GRADE $LOPED FOR _ Q
<br /> .�_ , ;. cp ,, . � w�
<br /> ; 12 MIN UNDER BEAMS : SEE OOTING & � 3
<br /> 6 MIN. FALL WITHIN 10 OR ,
<br /> ��
<br /> F u. I �,� , ,
<br /> - R-301NSULATION ' �t. �-u �, .
<br /> ` FDN. WALL DETAIL , : � PROVIDE SWALE OR DRAIN. _ : �w �n
<br /> RAT PROOFING PER UPC 313.12 . , _ �. u , _ . . `. _ �
<br /> . _, � Z 1Y - 2 0 CONTIN. FULL � � cv
<br /> : , _ ' ` INSUL PLUMBING & MECH. u. i.- 4
<br /> : , , � - �n �r .
<br /> - ��: .. � _ LENGTH HANDRAIL WITN ,- �' �
<br /> . . � SEE SHEET 7.1 FOR FIRE
<br /> 313.12.1 STRAINER PLATES ON DRAIN INLETS SHALL BE INT. AD .. ;�� :., ` : ^ „ _ . w
<br /> - O� ROOF DRAIN 4 TIGHTLINE tYz MIN. SPACE TO WALL. _
<br /> LLED S0 H 0 0 E G IS GREATER ; `
<br /> DESIGNED AND IN$TA T AT N P NIN , , SEPARATE FROM FTG. DRAIN RETURN ENDS TO WALL
<br /> „ ,.. 6 MIL BLACK POLY BARRIER. - _ - PROTECTION DETAILS �
<br /> _ , 4y2 6 4}�i : ,
<br /> THAN 1 2 iN THE LEAST DIMENSION. ; OR TERMINAiE AT POST.
<br /> � _ LAP EDGES 12 MINIMUM `` _
<br /> . . .. . .� . . . . .'. . � �. . . . :;.. ....� �." ;... . '..... . .. . � . .
<br /> . . . �..- . . � '. . �. � ....' . . �1 �. 'M , � ' . � �.� ,�.' � . .
<br />, .. _ _ , _ 4 0 PERF PIPE IN WASHED
<br /> HANDRAIL T0 SUPPORT 200 LB. , _ �
<br /> 1 3 _
<br /> ,313.12.2 METER BOXES SHALL BE CONS.TRUCTED IN SUCH.A GRAVEL CONNECT TO
<br /> a LOAD APPLIED W ANY
<br /> , o z _ , .
<br /> ` : ` . i - DIRECTION. _
<br /> ' MANNER THAT RATS CANNOT ENTER A BUILDING BY FOLLOWING -. APPROVED DISCHARGE _ �
<br /> _, ,
<br /> ,
<br /> , : , _
<br /> , , . -��.... .� . �, . - , M .. . . .:. . . . �� . �. �. .
<br /> E SERVICE PIPES FROM THE BOX INTO THE BUILDING.' .
<br /> TH _
<br /> _ - C
<br /> TW0 STORY SECTION ;
<br /> _ _ �
<br /> _. OPEN RAIL .
<br /> , . . _ , » , „ _
<br /> : 3 _ _
<br /> 313.12.3 IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN SCALE. � 1 0 : SPAC� PICKETS ' - -
<br /> ' . . . . . .. . � �.. : . ...�.' � . :�� . . . . . . . �.�. � . . .. . . .. . .. . q . '�. . . .. ' . . . . .. ... ... � .� � ... .. .. . . .. . � .. .. . ... . . .. .
<br /> : MADE IN WALLS, FLOORS; OR CEILINGS FOR PIPES, SUCH SO 4 SPHERE
<br /> , � �5
<br /> OPENINGS SHALL BE CLOSED AND P.ROTECTED BY THE ,., MAY NOT PASS
<br /> . , , i ,_ , _
<br /> - INSTALLATION OF APPROVED METAL COLLARS SECURELY ' - � . , - , �- p �.-
<br /> 10
<br /> : �i : ` _
<br /> FASTENED TO THE ADJOINING STRUCTURE - .: _ �
<br /> , , oo c.� ,
<br /> .: , � . ,_ �.. . . � . . -r. � . . .. '.: . . . ..� - :'.: .. :. ,' �n . , .... � .�:.�.. . . � . . -. � � . . . .. .. . . ,. . .. . . ,. . ... : ... . . . . . . .._. . . . .� ... . . ' .. , ,.,
<br /> . I .
<br /> , � '- _ `. .
<br /> � ' �z
<br /> ;. . , 2 CONTiNUOUS 4 HORIZ: I _
<br /> , 313.12,4 TUB WASTE OPENINGS IN FRAMED CONSTRUC�ION TO # : �
<br /> • . MIN. FACE NAIL �' P.W. TO ; , �
<br /> C SP CES AT OR BELOW THE FIRST FLOOR SHALL BE ���S� ' BARS TO 8E LOCATED 6 � I � ,
<br /> , RAWL A
<br /> - , DBL. JSTS. A35 TO
<br /> PROTECTED BY THE INSTALLATION OF APPROVED METAL
<br /> BELOW TOP OF WALL : �
<br /> � ,
<br /> REINFORCING TO 8E 40 KSI MINIMUM. - STRINGER, 2x BLK G I � r ; ` o
<br /> COLLARS OR METAL SCREEN SECURELY FASTENED TO THE � x -
<br /> �_ , . BEHIND l I �. a �'z
<br /> , cr, ' z , r� � ' o
<br /> ` ADJOINING STRUCTURE WITH N6 OPENING GREATER`THAN 1 2 � �
<br /> � REBAR : �
<br /> 4 FULL WALL HEIGHT VERTICAL AT � , w�
<br /> ' IN THE LEAST DIMENSION. , # • cn
<br /> , � . ,, , . _ z
<br /> < EACH CORNER AND END OF WALL, ; ao G"NB ON WALLS & ``'-
<br /> GRADE ki �_
<br /> _ ` 5 E NDI � �- - - :` � . _
<br /> , ; (2) # AROUND OPENINGS XTE NG C ----= CEW:lGS UNDER STAIRS ,
<br /> . CRAWL SPA E
<br /> - . , _ Nc. °�� _ �—���—��� ��'
<br /> 24 BEYOND EDGE OF OPENI _ , WHERE ACCES516LE �
<br /> :III_II 4 VERT. BARS : -,. - _
<br /> , . , : ` 4 BAR W U - i� #, _, , � c�
<br /> # � I . . ' _ -
<br /> _. " 2d MINIMUM _ � 24 O.C. x _. ��
<br /> ; -
<br /> a 1 ` 1 Q � '; _ , W �,,
<br /> � , : .
<br /> . � . �. n : � . , �- :. . . . . . . .�� � ,. . . . .._. . , ..',. . . , .,.,, . . .J� ,
<br /> HORIZONTAL � , �
<br /> _�s � II 3 MIN. 2x TREADS & 1x RISERS �� „ � ¢
<br /> ; , -: � EXTENSION • _ � 6 SPHERE MAY �'
<br /> ; ' 4 � ROOF o � W
<br /> - , . � _ � NOT PASS THRU °' , _ �
<br /> » STD, HOOK _ . . n : �� � '
<br /> < 3 4 APA T&G OSB OR PLYW'D. d' , II rDRAIN ' �r , � MINIM.UM dc 1Y �� :
<br /> � 4 TRIANGLE � .
<br /> , a » � . , �
<br /> SOUD BLOCKING a �
<br /> CD INT. W EXT. GLUE. NAIL W 4 0 PERF. MAXIMUM NOSING � ': o
<br /> % / ' I. i a� .. , z
<br /> . - WIDTH OF LANDINGS I d-
<br /> , 10d � 6 O.C. EDGES & SOl1D _ _, FTG. DRAIN • ; _ �
<br /> , BEAM COLUMN CONNECT _ - . I� � , cv :
<br /> _ _ y . z � , SHALL-NOT BE LESS THAN
<br /> Z . � N
<br /> . BLKG. dc �10 O.C. IN FlELD _ ; - : _ e ; IN GRAVEL _. � � �
<br /> < , 2x4 OR 2x6 TIES W 2 16d I � 2 2 S INGERS � E ST IRWA SE 0. 0 w
<br /> � I . � 2, �� . . • xt TR . � � TH. A Y RVE z
<br /> ; z x' � _ , � , ; .
<br /> FLOOR JOISTS . OR METAL. CONNECTOR . - a � _ ¢ � 16 O.C. MAX � LENGTH SHALL BE 36 �-�
<br /> ,d- MIN. I� � o0
<br /> � E GOLU ,,� a � .- . �� x
<br /> PER PLAN B AM & MN I . MINIMUM IN THE c�
<br /> : _ I � : , �
<br /> TYPICAL EA. SIDE a ►� FIREBLOCK ADJACENT----�� ' , DIREC110N OF 1RAVEL
<br /> _ _ . p , .0 `* , . ` �in
<br /> . �.� . ..��.p . . .. . , . . . . . , . . . . . . . . . . . �:' . . �.. . . .. . . , �:.. -.
<br /> : a . WALLS PER IBC 712 �w _, .
<br /> BEAMS & COLUMNS PER _ :
<br /> . SIMPSON A35 W 4 8d - _ , , o 0
<br /> : . � � ) .
<br /> ` FOUNDATION PLAN. COLUMN BASE . . '. _ c.�
<br /> � NAILS TO POST & 2 0.145� . ` •_ •
<br /> � ) , IF FOOTING POURED SEPARATELY, 2 CON11N. 4 HORIZ, BAR 3 4
<br /> , UP 8 OR USE PRESSURE TREATED., - „ # :
<br /> x 1Y L. POWDER ACTUATED
<br /> _ ` PROVIDE BAR 48 O.C. MAX. FROM BOTTOM OF FOOTING SPACED
<br /> , � `.
<br /> � . , _ _ �
<br /> fASTENERS TO FOOTING WI1H STD. HOOK. EXTEND T0 3" ` WITNIN WALL TFIICKNESS ABOVE.
<br /> STAIR DETAIL s�A�. � _ , o
<br /> ' . . . . . . .�..: . . . . ...� ' .... ::' i, . . . �.': . . . .. .. . . . '.� . .. . '. .. M � .. � . �... . . . . . . � ' . � . . . .. . � . . .. . .. . � " . . ..
<br /> , ,.. �....,.; _ CLR. FROM BOT. OF F7G. _
<br /> .,.-. , ,,- . � PROTECT COLUMN BASE @4Ig� 3 MINIMUM FROM SIDES OF FOOTING.
<br /> , CONCRETE FOOTING :. ;.: `
<br /> �� ., . a_. .: W TYPE 90 ROOFING HORIZ. EXTENSION PARALLEL TO ,
<br /> , ,_ ..... .. ...... .. � »
<br /> PER FOUNDATION;PLAN - ALL'FOR PROPER CONC. COVER. ' 1 -0 MIN. SUPPORIING 1 FLOOR
<br /> '
<br /> _
<br /> _
<br /> , � 1'-3" MIN. SUPPORTING 2 FLOORS _
<br /> -
<br /> . E INT. BEARING SUPPORT
<br /> � 7
<br /> _ , ' SCALE: 3�" = 1'-0° ` _
<br /> B F00TING �c FND . WALL DETAIL - �� -
<br /> . � ,
<br /> - ��.� .. . . ... � .. . . . .. . . . . .. . .. . .. .. . . . . .. y .. ...�. . M � . . � . . . . . . . . .. . ' . . . . � � . ' .' . . . .� . . . . .
<br /> SCALE: �i = 1_0 ' ,
<br /> 10
<br /> :.�
<br />
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