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Plans (2) 11 _ A RECEIVE REVISIONS DATE BY NOV 3 2014 • CITYOFTIGARD 2 6 If--� BUILDINGDIVISION COMPOSITION ROOF — iiiiiii .,moi■ , _ II , — ---�, �_i.rl■ 1111 MI MI —� C CO - ..�"=T-! MAC 7 X 4 CEDAR Ell iTIMillial' •r= .1° O CORNER • - _�'� '� TRIM,TIP �it.E_�=I- ■ arell oen■ Mr Myr.= d■ r _-- -ma 4 alr" ir-r■��.� :was I rear =r 12.1 Th • --,�'—, __I t 1J1 ..._ res: ErsrarmilMMIPI—r- NM ii fr..iCV i ,...a, .....=ha--7.3- as:-.w.- .ia —,-..• _�� :mar ra , I Wall 4'STONE VENEER- ---� "�■ ter. naims �• In RETURN 24'AROUND �ral- ars! � - �■ =�i1 :mar MI--= ar I a' fkCORNERS G� �. ■r_ =OM= *r2 6 Mt illre 1=1111. `■a• =_�■ 1. t N.1 .p 1 -00r. ice■ i�� :moi ilMant -y 1 :mai tar ram COMPOSITION ROOF ■� a�' t I — — I�j_ - o alli fit City of Tigard Erosion Control u_ FRONTELEVATION To Schedule Inspections: Call (503) 639-4175 V4' ■ I1-0" Initial inspection: Prior to tooting inspection Final ins ■ 11111 aa o to r building tion: 111. �ll '� A GEOTECHNICAL .tee 1.11 MI MI LI c REPORT iS REQUIRED- alBE SRC THEFOOTING Z - aMI Ell 3NSPECTlON iS APPS; . cD �t ■ ■� - -a � 141-1 a - - - I X 10 CEDAR TRIM Approved plans shall be onjob site. § Kin _� �_ ■ - a _ ■ 4 S OL zto � — — aa aa ■ IN - Figai insppection apprp al iy Z o re aired rior to occu anc a- ■■ ■ a � ■- Z � � 5/4 X 4 CEDAR ■ ■ - 9.. d Q TRIM BOARD ' Address shall be posted V a 4 and visible from street. a - a III � ■_ � ■ _ zi - Io _ CITY OF TIGARD U — REVIEWED FOR CODE COMPLIANCE WOOD DECK-SEE DETAIL A ON SHEET S - AYY`V•`y k� iiii : I OTO I } -- Pertait ih .04ST LO 4 —401 " c� g os LJ IIII I ■M ME NI IMI El I LIABILITY tn Z o The City of Tigard and its p IE r III IS employees shall not be V — responsible for discrepancies02 -. 1111111111111111.11111111=1111.111111 ME which may appear herein. +at z WOOD DECK-SEE DETAIL A ON SHEET 8 ■ This p.,riiii!does not authorize the viol:it:on of any mc N 4.1.1111 II 4 rights of holder.;of private easements. Tha ar w I 0 fz -1111411111111111111 plicant is ur_ed to contact any such parties and 0, p SIDING CUT TO FOLLOW GRADE- Illmi. , secure shier approval beforz col encing work. Q� • U S°MIN CONG EXPOSURE,17 MAX ■ vii L1 ISI 1.I OFFICE COPY -i -....4111111111111111111111111.11 11.11 L I III at in r-7) cad Lo _ CITY : TIGARD FEAR �EY,4TION ■ Approved by Planning DRAWN BY ' . I —tea i _ �W - � t V4 is-0' ... 5.�1.' w rr,„..,,:aram,bsW Lo= teireat1mil �•y0�iti?�ite: Feiflit lea �i.L cA-T�s� Datt': �!-/3'�/I`fes RAE 'J'�>1 y nitials: C `� DATE III 3/0 X 6/8 CRAWL >.f,y,,c•.��y Sr-D F r� }�0... pep_ SPACE ACCESS �MI � ` 9/15/Z014 R v a SWEET cv SS CLINT NAME — :sled;lul NGUYEN T :aIea Bahia , , nig panoiddv C'ti` D1 • O AID SHEET COPYRIGHT©2014 RAE DESIGN!ASSOCIATES II iir I ASSOCIATES' OF 10 J 4 a REVISIONS DATE BY / 49-S' / / 18'-0" / 20'-0' / II'-6" / / 2'O" / 14'-0" / 2'-0' / 2'-101' / 4'-3" / 5'-31 / 4'-3' / 31-02' / 51-6' / 61-01 / \ \ A 10 0 z J -(1) ix OUTDOOR LIVING s i 18/0 X 10/0 \ \ \ 6 X 12 DF* !BEAM-FLUSH(UFBIO) i \ \ ? x- � 4 z D 1 COVERED 9 N I 1 OUTDOOR LIVING \ :964 11/6 X 8/6 3/0 X 610 SH W/ 3/0 X 6/O SH W! 12'4° 5'•Z" 3/0 k 6/0 FXD ABOVE 3/0 X 6/O FXD ABOVE Q I / I W/3/0 X 3/6 FXD BOYE DBL 2 X Ws BTWN W/3/0 X 3/6 FXp ABOVE N \ CL m 2 X IZ FLOOR J018t8 p l4 TEMP (2)5/O X 610 FXD W/(2)5/0 X 6/0 1 / / O `/e4,.. • � FXD ABOVE W/(1)5/0X3/6FXDABOVE N \ &112 0/G D C*yr GEE ELEVATIONS P OZ. I� m (2)I-3/4 X 1-1/4 LVL FULL 0 �-4 k 12 SEAM X • �A �4 HEIGHT KING STUDS W/d35'4 4 i FLUSH(UFB9) 6/O X aro SLIDING GLASS H B o c TOP AND BOTTOM AT EACH WINDOW 6/0 X 5/0 v6-HOLD DOOR-TEMP 4/O X I/b VS m SILL FLUSH W/COUNTER TOP O N \ Ls o 1 (I o II \ N \\ c--; -9. ile N:n1 \ TUB/GROWER �\ `b/ D W l J l 1111111 ? 2 X 12 FLOOR JOISTS •{ 4 X IO POST = + 7 7.9 9 16'0/C `• - DIRECT VENT GAS FIREPLACE- o 0 m t b-ci n a \ INSTALL PER MFG SPECS t U L I I "-u ul 3 `��►� LISTING-PROVIDE OUTSIDE I /2 X 12 FLOOR JOISTS m�z \ -J �7 COMBUSTION AIR a PEN / E3EDROOM 5 0 ; ` I 916"OIC _- xa o O I1l8k12/6 E w \ ! ` III a o=-- �i m N. 2 STORY I I _ - ^ \ 4 MIN 80CFM BATH ` \ GREAT ROOM 11_� 1 x FAN W/TIMER ` I I m 0 I $AT1-1 ,\ IS/6 X 19/4 m O 110 V INTERCONNECTED \ a \. Y III_E La_ I SMOKE DETECTOR W/ \ 114 d a VIII: c BATTERY BACK-UP -��"' 4) . e ` •T 11 L La O m I • I1� / 8'-6 3'-10 1 14 i °' z ` a 1.g p IX I I. n + 2'6" �� \ I I .4 I ,111, ` UMW b'-0"SLIDING E I I 111 S t m I 1 III11 toI I CARBON MONOXIDE I I w J d.y Q 91 CEILING \ \ be m 1 1� 9 1 1 4 DETECTOR W!BATTERY 'I I m m I bI lu ml -v BACKUP r IIfiQ I Y XIII 4X12 BEAM " r r O \ `` 6 t R *1 DROPPEp l UFBl) 36 HIGH RAILING �\ r j 11 0 _ _ J T III I o o=o NU6412 p I�I (3'CEILING I f l I I 's, ; ' r 1 KITCHEN O W > 4 m I Ilu Lk- I DOWN I6 RISERS UP 14 RISERS ,° rj II/6 X 2(1110/10 X�z N Z o = UTILITY 9 a'CEILING I I FLUSH(111Xi22 I r r I I _L O \ x x III II r r 4X10 POST _ �a� } r REFER =a = rii `LL I I[ - --t — to — r us r I I (2)2XI2's-FLUSH 4XI18EAM z x 9 6i.4. y'-6 i I FLUSH �_ m 2 `0-az 1 '1 in \ -� 2� I 4,p 1=� 2-10 �� 1 \ S'CEILING - Z W W \ i 2 X12FLOORJOISTS I I A - - - t \ \ W a Y FURNACE DUCTING F -� 9 16'O/C III a , • i l.l. Z = a 1 R , r ti PANTRY IL z \ \ 3-0 (1)1X12'3-FLUSH BUTLERSZ ix POB I BUILT-IN BENCH Q ; - . PANTRY Q1/49 J I I I- \ I -\ ce , _ _� U N � i -r 5'-0.. / 5.6" / 5'-0 1 1 / b-° X 9 ' A m , �- Y \ t 1 - - --'- N. \ O 1 1 DBL FLOOR JOISTS 2'-10' YU N X i i !:Sia - I UNDER SHEARWALL6 9 I I (2)2X12'4,-FLUSH b III = NN II 6 8" IS I 5 B' 6-2' 2 X 12 FLOOR JOISTS I r\ in - / / 9 le o/c 1 1 . 518"TYPE'X' \ I l m o I I -4 c GYP WALL \ I I to 0 I m GARAGE BOARD �\ Q n` r` s 30/6 X 2I/6 �+►�� I l Lulu p -1CJ \ ox HU612 MAX I I I 4 £ W pINING ROOM .`� i_ a 4 11 \ b1 1 4 0 11,2 X 13/10 a U _ O S� 11 z l 7X12 FLOOR JOUSTS \ a" O 6X12DFNIBEAM•FLUSH(UFB2) I m 916"O/C \ i I-' 'r cJ) _ _ _ _]III ' \ ENTRY 1 I x x 0 I I IEi - -I I LNI \ 11 m /2 X 12 FLOOR JOISTS > 1- .:(Or c( U n I 1 I 1 1 I \ I I 6 w°orc o + m LL I 1 I I I I N. 11 x \ *It z N a I I I I I \ o l'1 Ln x I 1 I i1i i 4 C cn I I 11.1 k- I I I 1 1 r-HU612MAX I HB - _ Q = c I / I I(—�bio—� I I I I �/ 216 X 6/O FXp 5/O X 6/0 V5 \ \ + I 6X 12 DFPIBEAM-FLUSH(UFBI) I 3/6X8/0 DOOR UV 9 I I I I Ip _ _ _ - (2)O/9X8/O SIDE I cn 0 III LIGHTS-TEMP I z Va 1 I I (2)2X12'3-FLUSH In I 4 Q cc q M II v 1 6 X 12 GARAGE DOOR HEADER 1 I 11 5-118 X 12 GLU-LAM GARAGE DOOR',FADER('JFB4) , I 1 fl-. Z2' N N .r I ,C� \ N -- 'p a 810 X 810 0 H SECT GARAGE DOOR 0 16/0 X 8/0 0 R SECT GARAGE DOOR — \ b. 6X10 DF 6XIODFYIBEAM(R82) y 9 o 4 Y T It `— \ \ \ \ \ N. DRAWN BY 41=%/ 8-0' 4ka/�/ 41h%/ 16'-0" 41/22/__ RAE / 2'-0' / a'-9" / 2'-0" / 16'9' / 2'-0" / 3'-0" / 3'-0' / 2'-0" / 3'-0' / 4'-0" / 3'-0' / DATE 9/15/2014 / 31'4' / 8'-0° / IO'-0° // 49b' [ NCLENAME GUYEN NOTE MAIN FLOOR PLAN HEADERS FOR ALL OPENINGS AT NOTE. MAIN FLOOR }602 SQ F7 EXTERIOR WALLS AND INTERIOR 1602 SQ FT 1/4' = 11-0" SEE LATERAL SHEETS FOR HOLDOWN UPPER FLOOR 1140 8Q FT SHEET LOAD BEARING WALLS SHALL BE AND SHEARWALL LOCATIONS LOWER FLOOR 1032 SQ FT 6 X 8 DF*2 UNLESS NOTED I t4 OTHERWISE S CEILINGS 11416 LEVELTOTAL 4314 SQ FT GARAGE 611 SQ FT UNLESS NOTED OTHERWISE COPYRIGHT©2014 RAE DESIGN I ASSOCIATES OF 10 I ■ ■ REVISIONS DATE BY / 49%61 / / 18-0° / 10-0' / 11-62 / / 1 . 14 / Z / 91-9° / 101-31 / 21-0° / g16• / -- \ \ r 4I - 6X11 PTDFNIBEAM(MFBI) - -I_I -I \ \ -- I .10 .1 b X 6 POST?AT EACH END � r C r 4 1. L - a -1 // \\ \ I - --I \ A \ m \ m Y U 1, 4 .., w0 i 4 9 it ; 4 9 / DRAG BRACING SEE DETAILS it 0 4 - 6 / 16 AND 110N SHEET 66 9 \ m / x \ / N \ / \ •\ / ` \ I / S. • \ \ \ r/- - - 5-1/8X11 PT GLU-LAM BEAM (MFBS) - 4- -i r I \ \ \ Q IC r 1 6 X 6 POSTAI EACH END r 1� I 1 9 \ 4 - I m\ / \ 1 -DLJ \ 9 Z r - - -r - - 7 N.- %. I rI Q Y ,� I I \ I _ \'' _ _ ''\\�� _ 1 \ \ -1 m I I 0 IB"X 6"FOUNDATION VENTS 1 - . (I<I A a A •i A aa . w A AI/�� i 2 (14)PLACES-SCREENED W/ IL I i�- I I / IL 0 CORROSIVE RESISTANT WIRE \ � r r I I D4 'N I / 9 MESH,TYPICAL-PLACE ONE S. I ► I 1 I I I ► I I A/ x VENT WITHIN 3'OF EACH CORNER I D 1 ^I I I I D I B5 a r - I_ - SLI- \ _ } - 4, ►' k _ _ 1 ID -II 1 r1...'� I I O I �� I \ \\! Ni 1 III I I I D I 1 \ \ I 1 = >CI A A : a I. A >Ci o - I I in I I 1 I I ►► n A : o o Iia I I \ \ I 11 I I r I i '1X 12 FLOOR JOISTS I 4 I r T" 1 LL9 16'o/C / I Ili r 1 I I -1 H -f -I- - -1 41I I I-1l� I 1-'2.-1_ -I Q _P I I I I I I 1 X 4 SHEARWALL ON xII I 1 D► I I I "^ I I D4 III I I a IB'X 16°CONI GONG FTG °III I 1 r I to I I Z I I 55 I I I I 24'X 14°X 10'LONG PIER I 1 ► I 1 g I I W/(7)04 BARB 9 1B'O/C I 0 I I Pla I ii EACH WAY,3'CLEAR I I D I 1 I I - - -b x 6 POST,TYP I I- - _ — I ► I I $ I D► I �, U- I I I 1 1 ► I d I I = ►" O I I l ffiI1k QOORISS r D I >" 11 PROVIDEPLYWOODGUSSETS I I I I D I 9Ib OIG QII1 I I I AT ALL POST AND BEAMI ► I I- I I CONNECTIONS AND LATERAL I I D► I I a W�H b MvER IL B1LeAGK 'V BQUEEN'E CRAWL E I ► I ► I 30 X30 X10 CONC PIER I I BRACES WHERE POSTS I I I ► 0 W/(3)►4 BARB 9 IY 0/C S I 1 t I I EXCEED 3'-0"IN HEIGHT I ►r I u VAPOR BARRIER 1 I>° I O EACH WAY,3°CLEAR o f I m I I �1X11 FLOOR JOISTS will I I I I I D r 1 ► 1 1 1 1 916"0/C �I I I I D I 1 I ► I D LL 1 ►► I P .4 �_ - 1rI - - I 36"X36"X 11°CONC PIER 9 1 1 I I I ►r I \ *I I I I W/(3)N4 BARS 9 I5'O/C 9 1 1 rr D I I I I 1 EACH WAY, 3°CLEAR xII A1-4---4-1>---F____. t� I .p / 1 I 80 CFM CONTINUOUSLY OPERATED D I I I " "I I I I III ' / D MECHANICAL VENTILATION FAN I 9 rN I 10 19 �{ 31-4° 1'•?1 if 11-4 1-1 JI 3-1 / 6 8"I 1 vI FOR RADON MITIGATION I ►► � � - 1 1-0-r—;—\\: --- - II , 11 L - - � ''/\ I 1 DI IDII I d = I I -f - - - - -egTfi 4- //1 I I '► I /2X11 FLOOR JOISTS I VI I ►" 1 X 4 SHEARWALL ON 1 I I / 1 I Dr I 016°O/: I ►r I Z D I q3 18°X 16°CONT CONC FTG r l l I I I s I I r,,, If I DI LLT ►' I 55 �?X 12 FLOOR'Cox I I DBL FLOOR JOISTS 1 ` -- F 0--1_•-/=_7_ I ►► I a S Q / * I • in 1/41 4 m I IzI s III UNDER STAIR WdLLB ( ( I I I 0X 2 I I EXPAND GONG FOOTING TO xII ° 1 I D I - inP 4 2 z O I I 36"x 36'X 11'NTH(3)04 BARS p I I 30 x30 X ID CONC PIER 14 X 14 X 10 CONC PIER I I g r 9 z W W/(3)04 BARB 9 11"0/C W/(Z)N4 BARB A 18 O/C 5'-10 / I QZ J J IX 1 I e 10'0/C EAC-;WAY, 3'CLEAR -tir - - rill EACH WAY,3°CLEAR 0 EACH WAY,3"CLEAR r 1 r 1 I I ..7 LL } O D► `- - - I+1 - 1 II I r D I I ► I Z \ \ I ►r A • A . a A • A i A a • 4r • A 0-4 a. • a\,A I 11 I 1 Aa A 5 I D I Z r r r $ I rI L. U I -I r ' ►` I O Q � - A a- • 1 1).• 1 P 11 p3 10 1 1 Q � 1414' I ICY I 1U toog I to ri EXPAND CONC FOOTING TO " 1 I I ►r I "Ili ( ►► I • 6'-4 9'-0' •111 I 30 X30 X it WITH(31 N4 BARS y I 4 1 I (Z 52I 9 I I 9 1?' /C A 3'CLEAR1ii 1D► 1 /' 4eAEEStMt) I I ►► I- •.: r>ii. I T V I 0r1 IDrI - - -I1- - y rI I r1 1-I I �I bkIODFNl ^► III 1X4SHEARWALL ON I I D I 1 - - - - - - - - - - - _ - - I 1r I I _ It?X ib GONG FTG I D I �— -1-�--1-+ - _ - - - - BEAM(MB51 - - - - - - I r ►r I-1 I ( . " I ► I 36 X36 X I1 GONG PIER I ► I 1 1 I I T 1 I W/(3)N4BARB 41I5'0/C D r r 1 D r r I I EACH WAY, 3"CLEAR D r 1 to g _ rn 1 ► I 4"CONC SLAB GARAGE FLOOR,3500 PSI CONC WITH 5-1% I ►► I = III I ► I -� 130"X30"X 102 CONC PIER AIR ENTRAINMENT OVER 3ON FELT MOISTURE BARRIER OVER I I w I I /1 X I1 FLOOR JOISTS I D I p I I W/(3)N4 BARB 911"0/C I 3/4'MARINE GRADE PLYWOOD DECKING OVER 1 X U D F N1 I ® 1 :::, mA I6"0/C I Nr I �- wI EACH WAY,3'CLEAR FLOOR JOISTS 911'0/C-SLOPE DOWN 3"TO DOORS 1 ; I I I 9 (� O(8 PLAGEB) 11-11 III B'CONC FOUND WALL �r'D I 0 i ► I ►r 1 9 1 1 ON WI X 10'CONC FTG I I N Z 0o I D r h r ' I I I I I ►► I to O W 1 1 It 11 _ *BEAM X!O DF N I I I N 1 I I I 30"X 30'X I0•CONC PIER I I 'Qist u > �— I I + - - -i - - - - - - - -I-�1� 1 1 I I EACH)WAY04 B3'�G EAR O/C I ' m1 (MB5) 1 1 I I I I I ►► r 1 D r III - - - t�� I— - � �'T I it II PROVIDE BLOCK-0UT IN I II D► I I ' ►r I `? co I 07 I- Q FOUNDATION WALL FOR I A • A A • A A • - 4 D \--\\ n + o I I>. I ELECTRIC METER CONDUIT II I I 1 r '' ICJ -0' 6 L 6 L 6 61-62 I �I Q Z 0 L` I 1 �I �1 /I I I cc I - _ D I 0_ Z in 1_P I ► 1 0 r P 1 1 ► 1 I I ° N "' - CON7 CONC FOOTING "n Vic \ L UNDER GARAGE DOOR I D► D� I I Q -' - - - �- - - - WI(1)N4 BARS,31°CLR p5 I 1 I I D r► I p co 4- ;o Cr ® ►SBD► I II -sr I I ' ' I DRAWN \ \ \ - - 1 - - -1 \ \ \ BY 3',v S'•,' 3_L.- I6 3# '3" 3;/ RAE / 1.-0" / 8'-9' / 7-0' / w'-9' / 1'-0' / 6'-0° / 1'-0" / FOUNDATION NOTES DATE 9/15/2014 / 31'4° / 81.0" / 10-0" / I, TOP OF 4 X 8 BEAM SHALL ALIGN WITH TOP OF MUDSILL. CLENT NAME BEAM SHALL BE POCKETED INTO CONC FOUNDATION / 491-6" / WALL WITH 3"MIN BEARINAND PROTETED WITH FELT MOISTURE BARRIER G PROVIDE I/2CMIN SIDE 550 NNUYEN AND END AIR SPACE 2. ALL FOOTINGS TO BEAR ON FIRM,UNDISTURBED SOIL NOTE EXCAVATE AS TO MAINTAIN IS'MIN GROUND TO GIRDER NOTE CLEARANCE FOUNDATION FLAN 4. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 75' SHEET MAXIMUM INTERVALS EACH WAY SEE LATERAL SHEETS FOR HOLDOWN 5, PROVIDE LOW POINT FOUNDATION DRAIN AND SHEARWALL LOCATIONS 1/e • 1'-01 ■ COPYRIGHT©1014 RAE DESIGN I ASSOCIATES ■ OF 10 ID packs _Gj NGINf4., /D CONCRETE WOOD DESIGN LOADS c ,$+T6 I. ALL CONCRETE CONSTRICTION SHALL CONFORM WITH "�' + I. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FR LIVE LOAD(FLOOR: 40 PSF REDUCIBLE 0',`�N GRAFTER 14 OF THE CODE MD WITH THE PROVISIONS SNOW LOAD (ROOF): 25 PSF OF AGI 318,LATEST ADDITION VISUALLY GRADED OR MACHINE GRADED UNDER THE `2t• 10, 44) 1410 LUMBER GRADING RULES OF WEST COAST WIND LOAD: 100 MPH,EXP.B etkP A� 2. REINFORCED CONCRETE 15 DESIGNED BY THE 'ULTIMATE LUFIHER INSPECTION BUREAU. ALL FRAMING SFJSMIIG: SEISMIC DESIGN GAT.DI 9-E STRENGTH DE516N METHOD'. MEMBERS SHALL BE A5 FOLLOWS UNA. . I = ID C = 25 EXPIRES 6-30-16 3. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED THICK.e5 GRADE R = 65 TESTING LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. MIX DESIGN METHODS(TEST 4°NOM.AND SMALLER GRADE NO 2 GODS: 2009 IBC HISTORY OR TRAIL BATCH METHOD)PER CODE SECTION LARGER THAN 4'NOM &RADE NO.1 14053 SHALL BE USED TO PROPORTION CRETE. STUDS(2 X 4 AND 2 X 6) GRADE NO2 V/� ENERAL CONO 2. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE CD UNA.WITH EXTERIOR I. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR 1( 4. SGFEDLLE OF STRUCTURAL CONCRETE 28-DAY t (�� a GLUE CONFORMING TO THE LATEST EDITION OF PS I. TO STARTING CONSTRUCTION. THE ENGINEER SHALL BE v II STRENGTH AND TYPES: ALL PANELS SHALL BEAR LEGIBLE APA STAMPS. NOTIFIED OF ANY DISCREPANCIES OR INYONL515TENCIES. la IN CASE OF GOWLIGT,MORE COSTLY REWIRE-EWES GOVERN NJ- LOCATION IN STRUCTURE Si NttNGTH DENSITY SLUM3. ALL HORIZONTAL SHEATHING SHALL BE LAID FACE GRAIN SLUMP 3. BIDDING.SUBMIT CLARIFICATION REQUEST PRIOR TO ^ , N Nt • PERPENDIGUI AR TO FRAMING.WALL SHEATHING SHALL BE PROCEEDING WITH WORK. / ALL CONCRETE FOOTINGS 3000 50 PGF 3-5 APPLIED VERTICALLY. SHEATHING SHALL BE APPROVED I I ,Lial ON ry BY TIE BUILDING INSPECTOR BEFORE COVERING. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF TIE *-�I ALL CONCRETE SUBSTRUCTURE WALLS 3000 150 PCF 3-5 4. ALL MAILINGS SHALL CONFORM TABLE 23-II-B-I. CONTRACT DOCUMENTS. THE CONTRACTOR SHRILL RESPONSIBLE FOR THE REVIEW AND COORDINATION OF " } Ni SLAB-ON-GRADE 3000 150 PGF 3-5 5. UNLESS OTHERWISE NOTED,ALL WOOD SILL PLATES ALL DRAWGS INAND SPECIFICATIONS PRIOR TO THE FOOTINGS m UNDER BEARING,EXTERIOR,OR SHEAR HALLS IN START OF CONSTRUCTION. ANY DISCREPANCIES THATQI 5. PORTLAND GEMENT SHALL CONFORM TO ASTM G-I50, CONTACT WITH CONCRETE OR MASONRY SHALL BE OCCUR SHALL BE BROUGHT TO THE ATTENTION OF MARK FIG SIZE REINF }� TYPE I OR II. BOLTED TO CONCRETE OR MASONRY VU 1/2"DIA.X 12° BOLTS AT 4'-0'OL.BEGINNING AT 9'MAX FROM TIE ENGINEER PRIOR TO START OF CONSTRUCTION 50 (� O 6. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM THAT A CLARIFICATION GM BE ISSUED. ANY WORK " „ „ � TO ALL REQUIREMENTS AND TESTS OF ASTM G 33 AND EACH END '' Q BED BOLTS A MINIMUM P Ib x18 xl0 PAD (2) #4 E°. WAY OF 8' INTO CONCRETE OR MASONRY. RAMSET' 1/32 PERFORMED IN CONFLICT WITH THE CONTRACT -r--. � FRO-ECT SPECIFICATIONS. PON�R DRIVEN PINS(AT V3 OF BOLT SPACING OR DOCUMENTS OR ANY CODE REQIJiREMEJTS SHALL BE ' q 2'-0' MAXIMI tU MAY BE 5UBSTITLITFD FOR N FIOR CORRECTED BY TIE CONTRACTOR AT 1415 OWN EXPENSE. P2 24"x24"xl0" PAD (2) #4 EA WAY TYP,U.N.O. CZ 1. CONCRETE MIXING OPERATION,ETC.SHALL CONFORM BOLTS AT INItbIOR NON-SHEAR WALLS ONLY. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE - PROVIDE MOLT.2X STUDS EQUAL TO CC 1 TO ASTM C-44. P330"x30"xl0" PAD (3) *4 EA. WAY BEAM OR GIRDER WIDTH I 8. PLACEMENT OF CONCRETE SHALL CONFORM TO CODE 6. ALL DOLT HEADS AND NUTS WHICH BEAR AGAINST THE PRECEDENCE OVER GENERAL NOTES AND TYPICAL GONTINJE TO FOUNDATION SECTION 1405 AND PRO.EGT SPECIFICATIONS. CLEAN FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH DETAILS. WHERE NO DETAILS ARE GIVEN I m AND ROUGHEN TO U4'AMPLITUDE ALL CONCRETE METAL WASHERS. GONSTRUGT10N SHALL BE A5 SHOWN FOR SIMILAR WORK Ip4 36"x36"x12" PAD (3) #4 EA. WAY PROVIDE 4X10 HDR TYP.m ALL SURFACES AGAINST WHICH NF_IN CONCRETE 15 TO UNLESS NOTED 011- 3115E,DETAILS IN STRUCTURAL � BEARING 4 EXTERIOR WALLS,U.N.O.L O -- BE PLACED. 1. ALL HALLS SHALL HAVE BRACING PROVIDED BY ONE DRAJNINGS ARE TYPICAL AS INDICATED BY CUTS, IPS! 42"x42"x12° PAD (4) #4 EA. WAY 'ml OF THE METHODS REQUIRED BY CODE SECTION REFERBeGES,OR TITLES. - Lm l 9. ALL REINFORCING BARS,ANCHOR BOLTS,AND OTHER 2315. CONCRETE INSERTS SHALL BE NAL SECURED IN 4. ALL WORK SHALL CONFORM TO TrE MINIMUM STANDARDS OF Pb 48"x48"x12" PAD (4) 4t4 EA. WAY POSITION PRIOR TO PLACING CONCRETE. S. ALL NAILS SHALL BE COMMON NAILS. MINIMUM NAILING THE FOLLOWING CODE-51 REQUIREMENTS OUTLINED IN UBC TABLE 23-11-B-I SHALL 2012 HBG AND LATEST REVISIONS REFERRED TO HERE P7 10. PROVIDE SLEEVES FOR PLUMBING MD ELECTRICAL BE FOLLOWED UNLE55 OTHERWISE NOTED. 54"x54"x12" PAD (4) #4 EA. WAY OPENINGS IN CONCRETE BEFORE PLACING. DO NOT AS 'THE CODE',ANDANY 011-ER REGULATING AGENCIES GUT MY REINFORCING WHICH MAY CONFLICT. CORING 4. RETIGHTEN BOLTS BEFORE CLOSING IN. WHICH HAVE AUTHORITY OVER MY PORTION OF 11-E Z CONCRETE 15 NOT PERMITTED. NOTIFY THE ENGINEER 10.USE OF MACHINE NAILING 15 SUB,ECT TO A YORK. O IN ADVANCE OF CONDITIONS NOT SHOWN ON THE SATISFACTORY JOBSITE DEMONSTRATION FOR EACH 5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: / I / ALL PANEL EDGES MUST DRA$INSS. GCE TI IE;E DRAWINGS FOR ADDITIONAL PRO.EGT AND THE APPROVAL BY THE PROJECT SHEAR/ t R/ Y/rt L J� SCHEDULE o RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN ARCHITECT OR STRUCTURAL ENGIIEER THE SIZE AND LOCATION OF ALL POOR MD WINDOW OPENINGS, BE BLOCKED UNLESS NOTED. NOTED OTHERWISE SLABS MD MI5. APPROVAL IS SUBJECT TO CONTINUED SATISFACTORYSOLE PLATE PERFORMANCE.MACHINE NAILING WILL NOT BE ® PANEL INfTERM. RIM BOAR;)/ II, PIPES LAF CJLR THAN 3'DIAMETER SHALL NOT APPROVED IN 5A6 INCH PLYWOOD. IF NAILI$A175 SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR MARK WALL COVER FASTENERS EDGES STUDS CNONTNE( 3) BLKG CONN REMARKS BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT NON-BEARING PARTITIONS. PENETRATE THE CUTER PLY MORE THAN WOULD ENGINEER. m 6"O.G. A35 8d COMMON a 6' DL. ERE SPEGIFIGALLY APPROVED BY E1&INE� BE NORMAL FOR A HAND HAMMER.OR IF MINIMUM SIZE AND LOCATION OF ALL CONCRETE CURBS, 1/Ib' A,PA.- 0.131"-x 2-1/2" b' O.G. 2' O.G. In°x:0° OG. p 24' 0.0. SUITAB: SUBST. FOR 1 I PIPES SHALL NOT DISPLACE OR INTERRFT ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, EQUIPMENT PADS,PITS,FLOOR DRAINS,SLOPES, (255#) RATED 51-{r6 F.RR P-NAIL p 32"O.G. 0.131'- F.RR14.P-NAIL REINFORCING BARS. SPACE 13113EDDED PIPES AT A MINIMUM OF 3 DIAMETERS. THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. DI�REsw AREAS,CHANGE IN LEVEL,CHAMFERS, AL 5/8" G WB. C bd WALLSD. IDD® 6"OL. A35 NA LING APPLIES TO FAGH EL II. All 518"DIAMETER AND LARGER BOLTS GAl I FD GUT GROOVES, INSERTS,ETC. (I�# NAIL or 2" 4'O.G. 4' O.G. 1/2"x10'A13.5 a 36' OL. SIDE OF WALL. (EDGE I I EACH 5117E W, SCREW m 36' OL. BLK'G 15 REQUIRED) ON DRAWINGS,INCLUDING ANCHOR BOLTS(A.B), SIZE AND LOCATION OF ALL FLOOR AND ROOF REINFORCING STEEL SHALL HAVE MALLEABLE IRON WASHERS AS LISTED OPENINGS EXCEPT AS SH01dl 5/8" 6 bd WALLED. IGD m 8" 0.0. ASS NAILING APPLIES TO EACH , 1 I BELOW UNDER THE FEAD AND/OR NWT BEARING ON (1454) EACH SIDE NAIL or 2' FLOOR AND ROOF FINISHED. LL l'D.G. 7"O.GI/2"x10"AB.S 0 48" O.G. SIDE OF WALL.(EDGE . (� WOOD. ABOLTS SHALL HAVE A MINIMUM EMBEDMENT `� m 32'OL. BLK'6 IS NOT RF ZUIRED) ] I. REINFORCING BARS SHALL CONFORM TO TIE b7/16' A.PA 0.131°x2 I/2" 167 m 4' OL. A35 8d COMMON NAIL OK l IN CONCRETE OR MASONRY AS LISTED BEL01^6 DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. FULL ROUND- 4' 0.0. 12° O.G. I/2"x12' AB.S a 48° OLSUBSTITUTE. TITUTE FOR ANY L REQUIREMENTS OF CHAPTER II OF TEE CODE, (35014) RATED 541'6 HEAD P-NAIL m 24" 0.u. 1 0.131'- (9 GA)P-NAIL c n/ ASTM A6I5,GRADE 60 UNA. DEFORMATIONS �2 ' %' 3/41 7/S I' 6. SEF MECHANICAL,PLUMBING,AND ELECTRICAL O 131"x2-I/2" 20d a 3 O.G. A35 3x REQUIRED a ALL 1 SHALL BE IN ACCORDANCE WITH ASTM A-305. BOLT DIAMETER DRAWINGS FOR THE FOLLOWING: l/16' A.PA. I I O I I 2. BARS SHALL BE CLEAN OF RUST,GREASE OR OTHER / Y PIPE RUNS,SLEEVES,HANGERS,TRENGHIES,WALL AND ^ RATED SHV& HEADFULROUND- 3' OL. 12"D.G. !2"22° ABS S a IT OC. PANEL JOINTS I DBL WASHER-THICKNESS 1q 8�6 38 1/16 2 (`�5# P-NAIL p 2"."o.G 2X SOLE PLATE MAItI'UALS LIKELY TO IMPAIR BOND. ALL SLAB OPENINGS,ETC.,EXCEPT AS SHOE!OR NOTED. / t \4 7/16' A.PA- 0.131 x2-I/2" 2'OL. 200 a 3" 0.G. A35 3x REGJIRED a ALL FULL ROUND 12' O.G. 3/4"x,2 A13.5 a 10 O.G. PANEL JOINTS 4 I I I REINFORCING BAR BENDS SHALL BE MADE COLD. WASHER-DIAN41tR 3' 3' 3' 3�' 4' (6700 RATED SHT6 HEAD P-NAIL STAGRD. a 24°O.G. `_OLE PLATES /ELECTRICAL CONDUIT RUNS,BOXES,OUTLETS IN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM HALLS c AND SLAVS. Q 7/16"A.PA 0.13152-1/2" 4" OL. A35 0 5' (i.e. A35 3x REQUIRED a ALL PANEL A-185. PROVIDE LAPS PER THE CODE 6' b' 8" 0' 10' RATED SHT6 FLU ROW- 12' O.G. 3/45x12" AB.S ® g' O . JNTS d SOLE PL. -OFFSET ! I I I SECTION 1912-8 1'MINIMUM. VW SHALL BE ANCHOR BOLTS (1QO#) EACH SIDE HEAD P-NAIL ST 'S' a 24'0.G. JOINTS EA SIDE OF HALL 1 4' 4' 5' 6" 1" CONCRETE INSERTS FOR ELECTRICAL,MECHANICAL,OR 5UH t ORTFD ON APPROVED CHAIRS. OTHER PLUMBING FIXTURES. ® 7/!b"A.PA 0.131"x2-1/2" 3"O.G. ABS a 4° OL. A35 3x REQUIRED a ALL PANEL RATED 5HT'G FULL ROW- ST 0.0. IT O.G. 3/4"x12' AB.S a 6" O.G. PANEL JOINTS 4 SOLE PLATES 4. REINFORCING BAR SPLICES SHALL BE MADE AS ('OHO# EACH SIDE HEAD P-NAIL a 18' O.G. O T LT JOINTS EA.SIDE OF WALL ALL ANCHOR BOLTS SHALL BE 12'LONG,UNLESS SIZE ANTU LOCATION OF MACHINIE OR EQUIPMENT BASES, 4 7/16°A.PA. 0.131°x2-I/2" A35 a 3"O.G. A35 3x REQUIRED a ALL INDICATED ON WE DRAWINl55. MINIMUM SPLICE NOTED°ITEMISE. ANCHOR BOLTS FOR MOTOR MOUNTS. 2' 0.G. KD CY LENGTH FOR REINFORCING STEEL BARS IN MASONRY RATED SHT'G FULL ROUND- STAGRD 12' D.G. 3/4"xl2' AB.S a 4" O.G. PANEL JOINTS 4 SOLE PLATES --y SHALL BE 40 BAR DIAMETERS, 24' MINIMUM. 12.ALL HARDWARE SHALL BE MANUFACTURED BY 1. THE CONTRACT STRUCTURAL DRAWINGS AND (1580*) EACH SIDE HEAD P-NAIL a 12" OL. OFFSET.'HINTS EA. SIDE OF WALL / MINIMUM SPLICE LENGTH FOR REINFORCING SIMPSON COMPANY.ALTERNATIVE HARDWARE MUST BE SPECIFICATIONS REPRESENT THE FINIS-ED STRUCTURE I -� S i ttL BARS IN CONCRETE SHALL BE PER THE CODE APPROVED BY DINNER R. THEY DO NOT INDICATE TIE METHOD OF CONSTRUGT1ON. )-I O L JJ O Y `t\ SCHEDULE SECTION 1112 LAP ALL HORIZONTAL BARS AT THE CONTRACTOR SHALL PROVIDE ALL MEASURES CORNERS AND INTERSECTIONS. DOC_ALL VERTICAL 13.ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE NECESSARY TO PROTECT THE STRUCTURE DURING REBAR TO FOUNDATIONS. ALL SPLICE IAGAI10N5 PRESSURE TREATED. CONSTRUCTION. EACH MEASURES SHALLINCLUDE BUT 4 a) (1 ARE SUB EGT TO APPROVAL BY STRUCTURAL ENGINEER_ 14. BE LIMITED TO BRACING,SHORING FOR LOADS DUE MARK HOLDOINN FASTENERS MARK HOLDOVIN FASTENERS LAK) 14.FOR ALL LAG BOLTS,PRE DRILL HALF THE DIAMETER TO CONSTRUCTION EQUIPMENT,ETC. OEYERZVATION NO SPECIAL CONNECT BTM. PL TO I IN THE THREADED PORTION,PRE-DRILL RILL SHANK VISITS TO THE SITE BY TEE STRUCTURAL.ENGINEER SHALL HOSPECI.N "STHDI4" (38) I6d SINKERS ~ Q DIAMETER IN THE UNTHREADED PORTION. SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. \o/ / FLR 15T/B 4" 0.06 \ / " 1p v (3.64 KIPS) STDHf4 RJ a RIM JOIST 5. ALL BARS SHALL BE MARKED SO THEIR REQUIRED YV/ I6d ® 4" O.G. IDENTIFICATION GAN SE MADE WEN TH EE FINAL 8. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL (I3) 100 COMMON (14) SDS1/4x2-I/2'SCREWS tfa IN-PLACE INL<iPEGTION IS MADE BE OF THE LATEST REVISION. MSTA49 NAILS AT EACH END NOUS 5D52S" d SIMPSON 55TB24 x a IF (2.02 kips) v (5.18 KIPS) 5/8"DIA.ANCHOR BOLT 6. BARS IN SLABS SHALL BE SECURELY SUPPORTED 9. CONTRACTOR SHALL INVESTIGATE SITE DURING ON 3/4" o.c. STAGG ON I^LL-CURED CONCRETE BLOCKS OR APPROVED /� CLEARING AND EARTHWORK OPERATIONS FOR FII I FD M5T37 (11) I6d COMMON ,{ 8517525 (20) 5D51/4x3' SCREWS RAGING CHAIRS,PRIOR TO AGING CONCRETE. PREFABRI GATED WOOD MEMBERS EXCAVATIONS OR BURIED STRUCTURES,SUCH A5 © (2.34 klps) a NAILS 3/4' o c. STAG& COAT KIPS) d 51MPSON SSTB28(3) 2x6 POST QD I CESSPOOLS,CISTERNS,FOUNDATIONS,ETC. IF MY T. NOTE REMOVED SUCH STRUCTURES ARE FOUND,ENGINEER SHALL BE (IT) Ibd COMMON (30) SDS!/4x2-1/2"SCREWS 1. ALL PREFABRICATED HOOD MEMBERS INDICATED ON THE NOTIFIED IMMEDIATELY. MST48 NAILS AT EACH END 'HDUII-SDS25" 6x6 POST REQ'D I DRAWINGS SHALL HE A5 MANUFACTURED BY THE TRIS © (3.63 kips) v (1535 KIPS) 4 SIMPSON 531300 JOIST CORP.,T i EW AL_INC,OR APPROVED AL- 10. CONSTRUCTION MATERIAL SHALL BE SPREAD WI IF ® I 3/4" o.c. STAGG PLACED ON FRAMED ROOF. LOAD SHALL NOT EXCEED (24) I60 COMMON (36) SDSI/4x2-1/2°SCREV6 8.REBAR SPACINGSGIVEN ARE MAXIMUM ON CENTER 2. PRIOR TO FABRICATION AND INSTALLATION,THE THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE "M5T60" NAILS AT EACH END "HITJ14-SDS2.5" 6x6 POST REED 4 I 1 1 METIER STATED A5 'OS.' OR NOT. ALL REBAR 15 ACSIB 11T COPIES CURRENT ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE v (4.83 kips) ® I 3/4" o.c. 0 (14.x25 KIPS) SIMPSON 581x30 I I CONTINUOUS WHETTER STATED A5"CONT.' OR NOT. IGBU REPORTS FOR REVIEW HAS IVT ATTAINED DESIGN STRENGTH. N (44) Ibd COMMON C 4.WERE REINFORCING 15 SHONi4 GONTINJOIS THROUGH! 3. THEMATERIALS AND FABRICATION PROCEDURES FOR "GMSTI2" NAILS AT EACH END "T522. (1) IGD EACH END .N CONSTRUCTION JOINTS,MECHANICAL BAR SPLICE DEVICES EMBER5 SHALL COMPLY HRH THE RE0IJIRQ E31T II. UNLESS NOTED OTHERWISE,EXPANSION BOLTS IN CONCRETE " (4.21 kips) a 1 3/4" o.c. ® > MAY BE USED. SIZES AND TYPES SHAH.BE SELECTED OFC CURRENT 1680 REPORTS. SHALL BE I/2' DIAMETER X 3 1/2'EMBEDMENT HILT! KWIK n/ °� ANIn H TO DEVELOP 11E FULL TENSION STRENGTH OF TIE BAR 4. TIE SIZE D LOCATION OF ALL HOLES SHAH BE BOLTS 11(16E30 4627)OR APPROVED ALTERNATE WITH ALLOWABLE NOTES: S: lX PER IGBO RESEARCH REPORT. JJBMIT FOR APPROVAL AS PER MANZACNRER'S RECOMMENDATIONS OR IC130 VALUES EQUAL TO OR EXCEEDING THOSE FOR HILTI,PER CURRENT I. DBL 2x SILL PLATE MAY BE SUBSTITUTED 3x PLATE IF THE ANCHOR BOLTS ARE DOUBI FP BY STRUCTURAL ENGINEER. REPORTS. ICSO RESEARCH RETORT. UNLESS NOTED Olt- FUSE,ALL FOR WALLS NV SHEAR UP TO 600#/FT 7 O 2. BUILDER TO VERIFY ALL INSTALLATION REQUIREMENTS PER 112 Z EPDXY ANCHORS SHALL BE 1/2'DIANE I tR WITH 4 U4' 0 10. NOTE REMOVED 5. TOP AND BOTTOM FLANGES ARE NOT TO BE GUT. "SIMPSON" CATALOG FOR ALL HOLDOWN CONNECTIONS. EMBEDMENT HILTI HIT SYSTEM(ICBG 4016)OR APPROVED 6. MEMBERS SHALL BE DELIVERED TO THE JOB SITE IN ALTERNATE WITH ALLOWABLE VALUES EQUAL TO OR EXCEEDING 3. FOUNDATION ANCHOR BOLTS SHALL HAVE A STEEL PLATE WASHER UNDER EACH NUT NOT LESS o II.NOTE Rl3-lOJm S1WLES AND STORED IN AN UPRIGHT POSITION NOT THOSE FOR HIL11,PER CURRENT IGBO RESEARCH THAN 0.224"x3"x3" IN SIZE. (N IN CONTACT WITH THE GROUND. REPORT. INSTALL EXPANSION AND EPDXY ANCHORS PER 12.CONCRETE PROTECTION FOR REINFORCEMENT 4. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE BOTTOM PLATE IF SHEAR IS MANJFAGTIARERS RECOMMENDATIONS. 0 lU 7. ANY DAMAGE OR DISTORTION OF NEWER SHALL GREATER THAN 200 PLF. o_ Z IMMEDIATELY BE BROUGHT TO THE ATTENTION OF 1-E (U CAST-IN-PLACE CANCxtit C VERLSHAL).THE 5. ALLOWABLE SHEAR FOR TYPE�MAY BE INCREASED TO 330* FOR WIND LOADING. 1L1 FOLLOIUNG MINIMUM CONCRETE COVER SHALL BE PROVIDED ENGINEER AND THE SUPPLIER. FIELD REPAIR OR � 0 I Z S. LD FOR RENFORLEMENT UNLE`i5 NOTED OTHERWISE: MODIFICATIONS SHALL NOT BE MADE WITHOUT WRITTEN b. ALLOWABLE SHEAR FOR TYPE/C\MAY BE INCREASED TO 460# FOR WIND LOADING. N APPROVAL FROM TIE SUPPLER AND THE ENGINEER. O COVER L C) IN(GFES S. MEMBER SHALL BE ANCHORED AND BRACED A5 IT 15 a) ERECTED. THE ERECTOR SHALL PROVIDE SUPPLEMENTAL .0 o -1- o A.CONCRETE CAST AGAINST AND PERMANENTLY 3 LATERAL BRACING A5 REWIRED FOR THE TOP FLANGES vl -3 V) p° O EXPOSED TO EARTH UNTIL FLOOR OR ROOF DIAPHRAGMS ARE INSTALLED AND FOR THE BOTTOM FLANGES AT GANTILEVERE-D Sheet B.CONCRETE EXPOSED TO EARTH OR NFATFER: MEMBERS UNTIL CEILING 15 INSTALLED. No.6 THROUGH NO. 18 BAR 2 'I. PRIOR TO FABRICATION,SHOP DRAWINGS INDICATING NO.5 BAR,NC31 OR D31 WIRE MD SMALLER 1-1/2 MEMBER DESIGNATIONS,LAYOUT,AND DETAILS SHALL BE SUBMIII ITU TO THE ENGINEER FOR REVIEW G.CONCRETE NOT EXPOSED TO HEATHER OR IN 10.DESIGN CALCULATIONS SHALL BE BASED ON DEAD CONTACT WITH GRAD CS LOADS SHOWN ON PLANS AND LIVE LOADS SHOWN SLABS,WALLS,JOISTS: IN GENERAL NOTES. NO. II BAR AND SMALLER 3/4 of 6.01