HomeMy WebLinkAboutB13-0021 REV3 STRUCTURALS.pdf �jtI
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GENERAL NOTES
L LIVE LAW$ USED IN DES IC=J; G. STRUCTURAL STEEL
A, FOOT (5NTI) 14112 SLOPE IRA PSF A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASIA ASS EXCEPT WIDE FLAJGE BEAO5
ROOF (SNOW) >4/12 SLOPE 20 PSF WHICH SHALL CO,TOR,4 TO ASIN 991, (50 EST) AND EXCEPT PIPE COLOHNS 'INTENT '..
SHALL CONFOR4 TO ASTH AST AND TAPE COLVYSJS TO ASTM ASBO, GRADE Br LATEST
B. TPICAL FLOOR 40 PSF EDITIONS . STEEL SUPPLIER NAY PPD✓IOE ASTM A572, GRADE 50 AT HIS OPTIO.
C. TYPICAL D[<K Ipd PSF HI SC EL LAIlEGJS P'9EOpE0 ITEMS SHALL BE A36 STEAL
0. ALL STRUCTURAL BOLTS MALL BE A3254 INSTALLED TO A AINIT0.4 SILKS TIGHT
D. INPORTA NCE FACTORS CONDITION. ALL ANCHOR BOLTS SHALL CCRNOLF TO ASTM A331 UNLESS EDITED
CATEGORY 1.0 OTh'FFWIS F,
SE1 SN1[ FACTOR IF LS)
SHOW FACTOR 15 1.0 C. STRUCTURAL STEEL SHALL BE DETAILED AND F.4FRICATED 114 ACCORDANCE WITH THE
TOLD FACTO 14 1.0 LATEST PRVVISIP15 OF AISC 'YAI.JAL OF STEEL CONSTRUCTION. "
F. WIND 0. ALL IIELDERS SHALL HAVE EVIDENCE OF PASSING THE NO RICAN WILD146 SOCIETY
3 SECOND GUST 90 STANDARD QUALIFICATIONS TESTS AS GUTLLTED IN AWS-01. 1.
EXPOSURE B
E. MINI+NM PEALS TO BE PER ALSO TABLE 32,4 GOT HOT LESS THAN 3/161 CGItINUOU5
F. 9:0'd FILLET UNLESS NOTED OTHIFFIISE .
TLEFEXPOSURE FACTOR Ce 1.0 I. {:000
THEFHAL FACTOR CL 1,0
A. ALL FRNxIN6 LURODU SHAH RE DRY DOUGLAS C FIR, LARCH, INTERN BY Monroe (?C. NBWEI �
G. SEISSIC WESTER?. {.COD PRODUCTS ASSCCIATtO'! A!,D CONFORMlh'G i0 INTERNATIONAL
SITE CLASS D BUILOZT'i CODE PS FoILtlnS:
CATEGORY e Engineers, In4,
SS NOBS 2" THICK - IC 10 5- `WADE ILIA STUD ONLY) STUD TO - 9" PSI
51 ,DDB S` TO 4" THICX - 6" AEU VIIDFR NS). 2 Pb 903 PSI AVOII
EASZC SEISItIC FORCE FE5I5TTM1O SYSi F.M IS I!n 5" HHIC4 - i° AHD HIDER N4. 1 FT - 3350 PSI P.O. Hw ISR
BATED ALLOABLE STRESSES ME MINIPokRS ANN FOR NONREPETITVE USES FLOOR III HcH.V�I.n. In�41Sol�
H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CCOE, 2012 EDITION. TO ALLOWABLE STRESS INCREASES.
CT0
AN rvgU) IFP1 4 K1
2, TEST LTG, INSPECT 1045 AND OBSERVATID4c; 8. ALL GOOD HOBBIES THAT WILL DE WITHIN 18 ITCHES OF FINAL GRADES (SOIL) SHAH ERi4 ❑ ,. �.i r,.. InnnH e-:R,..I a I m
BE TREATED.
A. ME STRIATIR41 ENGINEER ODES NOT PROVIDE INSPECTIPJS OF CNSTRUCTION,
Deliver
STRUCTURAL ENGSUCH PAY FAKE PERIWIG OBSEREPLACE OF THE C. LNC4! PRESERVATIVE TREATED LNY.BIA 15 REQUIRED BY CODE ALL BETTER) . 0.1.V LiHg tIR::,::N, Pin:�, s,i;e III)
COSTRUCTI0.1p SAKE OBSEIllo(i A5 SOIL EAT REPLACE REQUIRED !AILING SHALL BE ADEQLWTELY' GALVANIZED (DOUBLE DIPPED OR BETTER) . )),I C,,, C;,Iondo POFP
tU±rb] tA92i
❑J$P CTID45 RV THE 6VVERNfIF.G AUTHORITIES OR SERVE AS "SPECIAL I .AN 1AH) fol 6(402
BUILDING CO AS Y4V BE REQUIRED BY CHAPTER ll OF TFH INTERNgTITk:4t D. PROVIDE PETAL QI055 BRIDGINiG ,'AT 4'✓Efl e' SUPPORTS CENTER FOR ALL OF R'ODD HOISTS.
BUILDING CODE. SOLID REQUIRED,
SERVE EN ALL ]GISTS AT ALL SUPPORTS AND ENDS OF CMRILE\^E0.5 f'41.11H da,^.12 m^"" - u. ...II 1 n7
IS PEQVIREO,
B. THE FOLLP.JING NOV. SHALL BE INSPECTED By THE SPECIAL INSPECTOR UNLESS
SPECIFICALLY WAIVITO BY THE BUILDING OFFICIAL E, FASIEN ALL WOOD NIPPERS WITH COY"= NAILS ACCORDING To THE IBC SCHEDULE
TABLE 2384-9, 3 UNLESS NOTED OTHERWISE.
1. SOIL PREPARATT04
I . LANVIATED REARS
B. LARIh::NRX EXCAVATION!, PLIGULINT AHD COPACT104 OF FILL 1, ALL LA4INATEO PRIBEiS SKILL PE FABRICATED OF DOUGLAS FIR LARCH AT , I
AND IN-PLACE DAY )ERSITY OF THE COPACTED FILL FOR LESS THAN 12 PERCENT W15WFE COI IN ACCORCIJ.CE WITH WCLIB. ALL
CONFCRAVWNCE WIRI PIE APPROVED REPORT,
SIZES SJ'tlrM ARE NET, J
2, INIIJATED PICKIER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE
2. CONCRETE CMSTRUCTION WITH THE STANDARD SPECIFICATIOIJS FOR THE DESIGN NO FASRICATTO!I OF .0
STRIAIMAL GLUE LAOILATED TIPPER, LATEST EDITION AS PUBLISHED BY ACTC.
a, PERIODIC INSDECTI R! Nf REINFORCING STFE L, INCLUDING 3. PROVIDE UNITS CONE 3MING ID AITC ill, 24FVR D.F. FOR CDMTUiXNS
PWCEHEFIT, MEMBERS AND CATTILF✓ERS AID 24FW, D,F, FOR SIMPLE SUPPORT HETWERS,
b. PEAIOAIC VERIFICATION Of USE OF RfQV IREO DESIGN HI%, MEMBERS SHALL BE DESIGNED WITH ZERO CNSOR WITH TOP SURFACE CLEARLY
C. CONTINUOUS LJSPECIZDN AT THE TPIE FRESH CO'4CREIE IS SNIPERS) STA".PED 024 FAN PVKBER.
L ,t,.•J
TO FABRICATE TESTS AID FOR STRENGTH TESTS, PEG or SLLWP A!ID
AIR POTENT TESTS AID DET EPm NE THE iH^"'EAATURE DF THE G. PlriA40 UFCK hob/OR 4RIENTEO STR✓JJ0 GATED.
CCOGRETE. 1. PANEL TMICTIESS SHALL BE AS SHOUN C?; THE CRAWLED. APPLICATION MALL
BE L! ACCORDANCE WITH RECOi4EPAIATIGY5 OF ME RNERICAN PLY4000
3. STEEL CONSTRUCTION ASSOCIATION,
Z. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRAD MAK OF THE
a. ALL WELDING SHALL RECEIVE CO^TINUOUS SPECIAL INSPECTICBI k4ERICAN PLYV.DOD ASSQCIATZ04 AND SHALL MEET THE REQUIREMEETS OF
EXCEPT THE FOLLUI U.S. PRODUCTS STATIONED M10 LATER EDITIO:'J FOR PIV ND. ALL PANELS
I, WELDING 009E ON All APPROVED FAR4ICAT( d'S SHOP TN *1101 HAVE ✓'4Y ENE OR SURFACE PERISNIENTLV EXPOSED TO THE
ACCORDANCE DIM SECTION 17C4.3. L'EAMEN SHALL BE OF THE EXTERIOR TYPE,
b, LIE SPECIAL INSPETOR NEED LOT BE CNITIIJOOVSLY PRESENT
DURING WELDING OF THE FOILOVTI,G HEMS, PROVIDED THE HATERIII R. GENERAL
WILDING PROCEDURES ANSI WALIFICATMIS OF 64LUEA5 ABC
VERIFIED PRIOR TO THE START OF TIME; PERIODIC INSPECTIONS ARE A. ENGINEER'S ACCEPTALCE ISJST BE SECLWED FOR ALL STRUCTURAL SUDSTITUTIOSS.
MADE OF WORK IN PINRESS; AFC] A VISUAL INSPECTION OF ALL RELDS
15 MADE PRIOR TO :OIPLETION OR PRIOR TO SHIYPENt OF SIDP I. ALL CIHE!i5ION5 ON STRUCTURAL QRA'VIUB5 STALL BE CHECKED AGAIILST FIELD AND
WELDING. ARCHITECTURAL DSAn414S, Wyk �� !!11
1. SMILE PASS FILLET k£LDS NOT EXCEEDING 5/I6" IN M
SIZE.
C. VERIFY STRUCTURAL STEEL PWTERIAL CO:FOI TO ASTH 5T4ODARDS C. CONTRACTOR SHALL VERIFY ALL NNUIJED EXISTING CDDITIONNS, IF CONDITIONS �1J
SPECIFIED IN RTE APPBCINFD CW^STBIGILDO DCCL4ENT5 ROD ME DIFFERENT YHAN A55V"ED, NOTIFY ENGINEER. � � �
PAPUYACPIRFP'S CNTIFTED HILL TEST REPORTS. CO
I' n0. CQ ICP ETE FASTENERS - , • ^ • N,
3, FDU}NATI(XJS V,
y4. EPDXY ANCHORS SHALL BE RIIJI IVA ADHESIVE PICH RS (OR APPROVED EQJAL) O
A. TIT:_CONTRACTOR SHALL 501E RETAIN Ai PRESSURE OILS EN IN ER TO IS 1508 Psf-, Pi
CO NDACTOR SHALL RET41N k LICENSED SOUS ENGINEER TO INSPECT LIE B, EhPAI SIO'1 0.hCHORS SHALL BE HILTI RllIK COLT R )OR APPROVED EQUAL)
SOILS PAPA E%CAUAT IQU SOILS GREATER DIAN VERIFY Ill WR IT3IEG THE ACTwI
SOILS e4P4aTV is Epint IT aR GREATER nuT assun6o.
B. ALL DECIDING bEANING fLEYA ZC<f5 SHOWN ARE ASSURED. ENACT FEARIN^ O
ELEYATICOS SHALL BE VFRIF EN IN THE FIELD WITH ACTUAL CONDITIONS BY 11((LJJ111���
CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL ROTTD}'S OF FWTIN65
SHALL BE A MtNIYAAR OF 48" BELOW EXTERIOR GRADE. O J
C. ALL FOOTINGS ARE TO BE PLIED ON FIRM, UNDISTURBED, NATURAL SOIL OR /' /1
PROPERLY CORFACTED BACXFti.I, APPROVED BY PIE SOILS ENGINEER. BACEFILL V J
SHALL BE CORTACTEO TO 9574 QUIJIMU4) ROOSTER) PROCTOR DENSITY PER MTN v
DISSZ UNLESS OTHERWIS EAEOkV:ElNED BY SOILS ENGINEER. Q O 0
P. CENTER ALL FCCTII£5 UNDER WALLS, COLUMNS OR GRID LINES UNLESS HATED ui
OTHERWISE 014 PEALS, 1..1.
E. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON CCIONJED O >FILL UNDER FOOTINGS ADD INTERIOR SUM 01 DEAN,
�A J
F. NOTIFY EVILS ENGINEER I FRET EXCAV4F A IS CON ORE TEN 50 THAT CONDITIONS NAY m
EF INSPECTED PRIM IF PLACEN.ENi OF ANTI FILL O4 (OtlCRFT VJ
4. COICa ETE
A. ALL CAST-IN-PLACE CO:iNETi SHALL BE PAGE WITH TYPE I/II POTINA) CNFIT, STONE
AGGREGATE AND SHALL SATINY PIE FOLLMIlY3 REQUIREMENTS:
CONCRETE ITEM RIC MIX TYPE MAX WIC RATIO % AIR RFQ, �a10 0Q-06-13
FOOTINGS/FOLTSIATIOJS PLATE! SENT Psi STD - - - -
EXTERIOR CONCRETE 45W Psi STD 0.45 EA' SO Orawn By WKS
B, FOOTINGS ANA WALLS SHALL IOT HAVE JOINTS FJ A HORIZONTAL PLANE Checked By PCq
C. ALL CONCRETE kTHK ANN REIL FORCEENT DETAILING SHALL BE IN ACCOHUINRE
WITH ACI BUILDING CODE 3/E LATEST EDITION, UNLESS NOTED OTHERWISE, USE Project NO. 9020
STANDARD HOOKS TO NIELS UNLESS TOTED OTHERTiTSE, ALL EXPOSED EDGES OF
CONCRETE ROSE SHALL NAVE -' /4 INCH CHAMFER,
Revislons
CS 1 Revfsi� 04-26-13
5. REINFORCEMENT
A. ALL REINFONGING SHALL BE LIGH-STRENGTH DEPLATED BARS CONFOPHPY TO ASTM RE 06-06-13
if ARTS, GRADE 60 EXCEPT TIES , STIRRUPS ADD
GR GRACE ANCHORS AHI[H SHALL BE
M1fif DEFORMED BARS, ASTM UESIf,+BINDLE A635, GRADE 40 [A ASTM A706 ARBOR Co. �
ry BN REINFORCEMENT PROTECTION INIESS NOTED OTHERWISE: B ROVISIL� 0n 05-29.13
1. EDUCABLE PURRED AGARIST EARTH 3"
2. CONCRETE POURED IN FOFMS (EXPOSED TO HEATHER NO EARTH) 2"
b C. REINFORCEMENT PLACEY.ENT OLD TOLERANCES SHALL BE IS) ACCORDANCE WITH
F, SECTIONS 7,5, 2.6 AND 7.7 OF ACT 338, LATEST EOITID4,
ISM
3
3
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GENERAL NOTES
h
RE:YSTEEL BEAN
�� EXISTING TJt Rlld PROVIDE AIA REPLCE
RE- PLAIT c EXTSTRIG BLOCKINO AS REQUIRED
3.'. 0 %4 (E1dPED) EXPAN..1011
114'SHIN AND GROUT / ANCHOR I%Im SLOTTED HOLE EXSnNar R Al(VERffY) NEIY 6HEATHI;IG RE ARCH,— �I
{/
AT BEAN PROViDEDBEAd EXISTING 5HEAmJIGOIA N ,
BEARS6 Q LUONWALL NEW 2X10LEOGER NEWSIIPSCNLU26 EXISTING JOISTS TO REA6AIN
RE PIAN ._ EXISTING FLOOR HANGER
2Xa TOP PLATE 41Tm RE ARCH
O WEATTUt{G
WILD
I{OTE: JOISTS AND H_
DECKU;C OUITTEO % IWO80LTSAT2a7•
�— EXISTING C0.'{CRETE R'ALL STAGGER
IttI
IF BEAM BEARS ON WALL PACK WeI8 RE. PLAN Q �, I. --
NEW STEEL BEAlA RE PLAN EXIS141081EEL I
A _
-- WX0518 VIHR 1!4' X SIDELI (2 v BLOCKU16 WOOD N (31'4' 0 X V (EMBED) THRLta QEIYNRJ (2p Le^0 RE �bn P1AAN BLOCKUID
/ EXPANSIONANCHORS mil}_OLTS 4ERIFYEXISTINOELCCKING
NEW JOIST RE:PLAN IS IN ADEQUATE CO ITWN
O TO ACCEPT NEW HANGERS
1r SUJPSON �B HANGER
0 (Typ.) NEVV JOISTS RE PLAN EXISTING WOOD STUD
0 BEARINGVlALL
03STBIG CONCRETE WALL EX'STPIG CONCRETE FOUNDATION WALL PROVIDE 2112' 1111L )
BEARING FOR NEW JOISTS ON
EXISTLNGWALL Monroe & Newell
b�r� SECTION 9 SECTION 5 SECTION 1 Engineem [lie.
IF BEAM CAN NOT BEAR ON WALL 310' =— 314' =_[7 as -'7 Avon
EXISTRIGPLOOR en. Itm 11,107 NEW DECIVNG ftE: ARCH. iou 1 r �d I u1
EXISTING FLOOR
SHEATHING \ , r I ILti
EXI8TiN0 RIM (VERIFY) SHEATHa70 r v -- jri9 I V
TAl 1
SECTION 13 r ,>r �, _�� EXISTING EXTERIOR
HEVi 2%12 LEDGER RE; PLAN l
VlALL
V 'IN � . EX:STTNO (2)-LOXO%I'4XC u, II- .,,Denver nn
DECKRIG RE ARCH. �,.- - (LOP5LRk1ACCEPTA➢EITY � ( NEIV SHEATHING RE ARCH,
�_^ TO REUSE) !V 1 - -_J�. 03) )' r
_ NEW SINPSON LU26
� � � � PA LV I. .I I AN 003) 62 +Ilraln
i
RALU{O POST --- EXISTING OEC'K 2X4 TOP PLATE - LARGER t O
RE ARCH, SHEATIfi7NG (L'ERITI'I
+ RE: PLAN mm 12'0
BOLTS AT 2L•
STAGGER
EXSTIL'G CD!{CRETEt'lALL NEW JOIST RE FLPJ4
RE: PLATT
(2H TO` 0 BOLTS NEW (2}1110 BOLTS
AIM HEAVY WASHER-
AI40 LOCWIJT
I + y
fi.
NEW STEEL BEAST SECTION 6 BEAM { INWO REAM WANE L
WNH $O110➢LOCKItJD PEA1!lt`RH Vl000 BEANS V1'ITIi 1'i00O T
REPLAN w = r=Y FLOCKING BIOCKIitG �-.. .�
N@V 2X10 LEDGER EX13TI80 DECK EDGE SIMPSON LU26 RAIDER VERIFY EXISTING BLOCKING sj;rlh �
FASTEN TO EXISTU;G FRAWRIG (VERIFY NIL VERIFY EXISTING BLOCKING
EDGE BEIdA ATIH OF(2}2X10) NEWJOIST RE PLAN IS IN ADEQUATE OONDfWJ IS IN ADECWATECONDITION
(2}SWPSON SAS TO ACCEPT NFIV HANGERS TOACCEPT NBV HANGERS 0 Hilt " `
25Y.0 SOREWS AT 1'4' EXISTING FLODR
JOISTI ER" NEIV JOISTS RE:PLAN
ZEXGT1NGIViAJ1CVFRFO EXISTINGTJI) HD I•
SECTION 14 RIM
(3Nn•¢mRU-BOLTS
3' `° SECTION 10 S!EATMGNFLODR SECTION 2
T!4'= V
O
EXPHV7GTJIANDI' �l � 6 0 Lo
RIM 1012X12 REPLAN � Oc_KINGRE,ARCK 1
EXISTING FLOOR — 13/1'4'DmRU-BOLTS NEW 2X8 JOIST 6EYoI -. / a RON 2X8 BLOCKNO (2}14' 0% 5 (111 .� EXISTING EXTERIOR j [�
''d EXPANSION AM1Y;HORS MALL uj CO
SHEATHING PE: FINN NFel L90 P EXISTING CO!{LFETE
//// LNY ) SHEATHING FLOOR O
5{ ,lPLL IIEZY 9HEATN'!0
NEW(3AN 12 ,f , X t RECBERED) 2'-0'(COYE AS REARCIc ShEAmU70
RE PLA4 J
o I SIMPSON � U ��n
O L90 EAC,4 S - - �— v J
STAGGER yy u
2! y 4 Je,.,,,.a.-. ! ^ SECTION 7 0 0 0
(21.a'a'gXS (EJA➢EDJ XA'= )'4' O
EXISTING CONCRETE EXPANSION ANCHORS \\ t n
WALL HENJOI➢l RE PLAN ~ BEASA II NX30D
REQUIRED) STEEL PLAT RE PLAN 10' BLOCKING
1V000 COLUMN
SKIPSON CB POST RE PLAII THRU-891.1-V'im HEAVY
BASE WASHER RE PLAN
Jv t o 0 p }
SECTION 15 RE r2X81TREATEOfPVrTE z - LO
v ANCHORS i0) EPQXER RE', PLAN : I ' 1
ANCHORS AT 7-6' STA.GGEA �
J
CONCRETE
FOUN OARONWAlt
RE:PLAN ILI
XARVIOVIALL 3N0 SECTION 11 (P,FTTIESAT3• SECTION 3
➢EARINOWAIL
A'A�' I'1'` RE: PLAN -., 3/4' ='tTlir-
8'4' ATH MYWbtlO
SHEATHING Date 04-05-13
'EXISTING FLOOR RAILING POST RE: I L'S0.1 '-" -
SHEATHING r -fir �" �r"•- - A3 TIE ATMID-HE1GHi Drawn By WKS
J 2X4 TOP PLATEYfIm Checked By PM
EXISNIGFLOOR rr'' IR• OBOLTSAT(',Y' 4 RAILING POST RE:ARCH
FRAVING(VERIFY) STAGGER ~� _ (4) 05XL Project No, 9020
2X10 a ?!6'PLYW000 I � S.
BLOCKING EACH SIDE Revisions
WHH (2}t2`O BOLT
ATYL' NEIVSxEATHING REARCK Revision 04-26-13
Revision 05-0&13
n U Re pwi a ROVISIon 05-20-13
BL4PS0.4 LO NEW STEEL BEAU R@ PLAN :7
REMOVE EXISTING ( (II-m EACH RE: FLAN
F (2F2X6 AHO REPLACE JOIST)
WITH (2}2X8 AT I'-4' NEW (3;-2X8 SPYSON LU210 HP!{G`
d (EACH SIDE, EACH
S RE. PL. 1 NEWT:OAST RE PIAN SECTION 8 t2>•1n• o ➢aTSY,1rH JOISTS WITTED
EXISTING JOIST) HEAVY WASHER AND
N (FASTEN 1b7m Y REMOVE AND REPLACE 3'4'+ I L LOCKNUTS
SIVPSbN 5DS SCRElJS BLOCKING AID SHIMS EXISTRIG STEEL BEASA A'RH
TOP Ala) BOTTOM AT 81 AS RECURRED S700D BLOCKING
EXISHN GWOOD
STUD BEARING VJ.AL
o . i
SECTION 16 SECTION 12 SECTION 4 DETAILS
a.9 '
d
I �
f re' PLYWOOD 6HEIMNG ;
(TYPICAL)
--.-_ VAOOD BEAJj
RE: PLAN
ij
/`EXI6TNGHEADER-
1'4' ROOF SHEATHING
_ - ---. (2)-2X6 X FULL HEIGHT WITH
- SKYLIGHT (2),11'24 OTHRU-BOLT$
RE: APCB _ \'ATt HE0.W 51'A$HERS
Ffl0'AOE 16X4X5'i6XT-0' "
PROVIDE EIVX4XJIEG 4P E%ISRNG C94CRETE W �- d
WALL TO RE4ALY TAPERED
RFF34 aX6" E'lEED) PLATE '� . WDW BFAld
INTOCO41h�1ChOR5
: 1170 CAF REIE �!( '
VOLT VITON10T 3'Ts. -
BOL76T02%I01U�5T5- 1' 7 6 ,� ?Yb r .r
(2}PLACE6
Eh15TP7G 7%10afC;NiAT 50.1
fC04FlR41 CONDiTC;INA LOS 28 fAC WOU!R �, (2}2XB tR
LEAVE PI PLACE) B JOIST RNIGF_R (11'P.)
_ (2}2X8 BEYOND
$!I.1 z 2X10 NERTICAL)CUT TO W
11E\Y 2%I3 8114 JOIST (J}2X8 AT MOOD REAl:S(TYR)
PASTEL TO EXISTING JOIST �� f
\STTHt2}SUIPAON SOS L 7x,0 SECTION AT SKYLIGHT
25303$CREAS AT T O` T\ SECTION IoN
NE\Y(3}2X I0 Q fiEAPCH
LUS 261FACE/OUtrt-� ____ _ _ Monroe & Newell
JQSTHANGER
c - ,^X ,. l
Engineers, 000.
EX-571 } 6R'lLRLTE _ � \. -.., - - NOTES: 7.; PROVIDE 2X1D TCfIAND BOTTOM PLATE BETREATED. Avon
1
WALL TO GEL".At`I 1 ALL FRNrNOTOFETREATED
&) SHEATHING S+I HI4ZS'OF GRADE TO P,n a tin
1 1011 ! 61 . = d S , 201
E>:ISTILRIJ CONDITION I'/JOf57 -0 RE_A4CH. FOR BOTTOM Of WALL CLOSURE EiA41Cr0. A r�ia f hIG2T
LCOI IN A"t0 X2%10 p11'-0' (9 In; �0:0:14
LEAVE I:E PLACE LXEh IL n ,t" ruAl .
NEW WALL ADDITION „ IIr»
111-2X10
AT WOOD FRAMING °"`r
11E1'I2%10 RI'A JOISTS 111x1 UIcn,riJ'I ..r, BWm WI
Da,. ��1 . c'. p lrn , SONft
FASTEN TO EhIBTb'JG JOIST NBV 2X10 3+4' = I'-0• r?0�) A-y11Y
VITH 12}SPOPSON SOS AT 1'4' IA\ lJ0_7613-(Wa
25970 SCREWS AT I'-0' - 1^"1^ 0
enoAfL J.,,"�,u'��. �.,IL ,.,m
EXISTING FOUNDATION PROVIDE L6X4XO W-W T
(COPEASREONRED WITH _ _ NOTE-CROSS HATGfED AREA OF DECK HAVE BEE7ADDEDAND EYISTP70
WAIL 21 ) 13'Ff T S (ESt8t0 EXPANSION OOC74/EHTATO'719 NOT A'JA.HABLE. PRUADE NEVIFFLkVINGTO RE-USE
FIN OR9 INTO CO' RELE -1 -24' BIGFOOT AND WALL RSIN OCULRET �` - FOONDATIONS IF PRESENT AID RE-UEEASLE.GENSM CRUERIA FOR 1 liltifit Ud
fi0LT L4702X10,1015T8- ____-- - - - - j`- FRAMING 708E; _ tl UJ tt,�r ,
pinACES ) L) ALLLUEtBERI"l7FlN 1'6' OF GRADE. TO RETREATED.
EX13TI4NG WOOD BIST94G 2X10 R�AI JOIST To � 1 ,. 2) .101ST LESS THAN 90'TO BE 2X10 AT 14% `x{
STUD BE/JU7G ICQNFlAU LONOITIO!I AND
` JOIST GREATER THAN HL'AID LESS THA4 I V-D' TO BE 2X10 AT VJ1 e
EXISTONG NALL(BLIDA) LEAVE IN PLACE) o " LU� F ' � 0'�-' 1) JOIST GREATER THAN I V' T AND LESS THAN ITte TO BE 910 AT B• x '
_. WaX12 ! Vb 4.) NTER)OR SEWS WIN 6-0' SPAN TO BE (3}2X10 AND EXTEROR BEAT:S
6 Ve '11 B'-(f SPAN TO BE(3}2X10 Iv
E%1911NG 7X10 Al' TV' _ � '
__ ____-___ 6) F047T!4GSVERTK 'XNDPI43 TIES A(J}�WRH 1-0' X 1'-O' PIEASTER 1
(TORE AI RE ARCH $0,1
EXISTING EXISTING FASENTOEJOIST 6.) STEPS r0 GRADE AD, CO12 STRINGERS ODE0112X 12iREAMOY;i-0'
" VORX12 WOW j - _A_YTO EXIS CGJ04T 0 OE CONCRETE PAO CONCRETE FADTOBE4'WTH1L H KEI ED
n - MALL 11 WON (i1-$14?a04 SOS EDGE REINFORCED\4TTH 14 AT VW EACH WAY
I SC
nzxlD
.53tu REIYSATI'-0' 1
PHO','DE L'4'%Y N9'f 2X8 AT 1'i' - - _ - -1-
�_
I-ir180L TTTTHR r LU526 FpACEk )
EXI$TtJ; BLOCKING 3013THAfIGEq EXISTING�
2lR CATIO74Sr -. - - 2 EXIST4":G 2X10
WALL TO RL+J REA41
DECKING ' CgJFIR1I CONDITION A"aD �
LO
AND STEEL BEAWWEB
C EX)ST40 - -
I et
f ) W10X12
j
RE'ARCH 1 _-- LEAVE IN PLACE 2V BIGFOOT �20' Bll"-FOOT
INENNALL ALORIQ4 Sat -
RE DEtAK FOR ADDITD"JAL 02%10 _
ERORLIATION RAILING ATTALHSIEIJT BG TT{RU _
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