HomeMy WebLinkAbout1920 Palmetto Ave (2)4
s �
RECEIVED�G C� CITY OF SANFORD
JUL 2 7 2010 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Q
Application No: U 1 S Documented Construction Value: $ !E01 t 6)
Job Address: I g ZD X1 if o 4:,/4 Historic District: Yes ❑ No
Parcel ID• Zoning:
Description of Work: w,0'6(e I
Plan Review Contact Person: _�/I/1� k -.t {JcTitle:
Phone: 4 27 Tev.. wlfz Y07 t(jtt 13gLE-mail: 1PCjc,e1fiL1e _qMC� 1'e0 ► ,
/ Property Owner Information
Name .4 / Phone: Z,ICL—q7 S4 2 ?
Street: _I��C2 SResident of property?
City, State Zip: Z2_?1 1
Contractor Information
Name Phone:
Street:
City, State Zip:
Fax:
State License No.:
Architect/Engineer Information
Name: ?inn,' L\I'"Li Phone:
Street:
City, St, Zip: /A k, Mc.i. �
Bonding Company:
Address:
Building Permit Cel
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type:
No. of Dwelling Units:
Electrical
Flood Zone:
New Service . No. of AMPS:
Mechanical eta/(Duct layout required for new systems)
No. of Stories: 7—
Plumbing
Plumbing 0"_
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
GENET; ,AL
A. STRUCCTUF:AL WORK SHALL BSE IN ,4C:C.:OFCDDANCE WI"FH THE FLOI`RIDA BUILDING CODE
(2001, Lu/ 2009 5UFF'LEMENT), AS ADOF,TED AND SUPPLEI•IENTED BY LOCAL
RECTUL ATIONS:
IB. TI -15- CONTRACTOR SHALL VEFRIF'r AND BE RESPONSIBLE FOR ALL E)IMENSIONS AND
CONDITIONS AT THE SITE AND SHALL NOTIFY' THE AF?CNITECT OF D15CREF4NG'IES
E3ETWEEN THE ACTUAL CONDITIONS AND INFORI-IATION SHOWN ON THE DRAUJINrrS
BEFORE PROCEEDING WITH THE WOFR.<
C. THE CONTRACT STRUCTURAL DRAWINGS AND 51`:)ECIFIC:ATIONS FREF:REC)ENT THE
COMPLETE DESICTN OF THE STRUCTURE. THE"i DO NOT INDICATE THE METHODS OF
CONSTRUCTION UNLESS .SO STATED OF, NOTED, THE CONTRACTOR SHALL PROVIDE
ALL MEASURES NECESSARY TO F RoTECT THE 1JOF:Kt fE�l, OF. OTHER PERSONS DURING
C'ON5TRUCTION, SUCH MEASURES SHALL INCLUDE BLIT NOT BE LIMITED TO BRAUN(_*T,
5HORING FOR EARTH EANKS, FORI"15, SCAFFOLDINCr, FLANKING, SAFETI- NETS,
SUPPORT AND BRAC:INGa FOR CRANES AND C31N POLES.
D. THE CONTRACTOF: SHALL rz)ROVIDE TEM' PORAR l' Ef?ECTION 5RACNC.�p AND 5NORINO
OF ALL 5TRUGTUFRAL MEMB;=RS A5 R%C-UIF=ED FOE? ^?TRUCTURAL STABILITT" OF THE
STRUCTURE DURING ALL PHASES OF CONSTRUCTION. -THE CONTRACTOR SHALL
IMMEDIATELI' NOTIFY THE ARCHITECT OF AN'i' CONDITION LUHIGH, IN HIS OPINION,
MIC4HT ENDANCTEF? THE 15TABILITi' OF THE STF-RIICTURE OR CAUSE DISTRESS IN THE
STRUCTURE.
E. CONSTRUCTION 1'1ATERIAL5 SHALL NOT BE STACKEE`> ON FLOORS OR F OOFS IN
EXCESS OF THE DESIGN LIVE LOADS WHICI-I ARE INDICATED IN THE r_rENERAL NOTES.
r CONT
r`
r < PAC IT 15 THE rt TOIF` TRA_��r.� F. � < E
E_r � l51k1 IT`r' T
L > INSURE THAT THE
c -
r'
3. \
.�U _ .ANT _ :� 1
E F -'A .TOFF_ AF -;E INFOFRI�IEE) AN._> L70 NOT VIOLATE TE -11S Ii iF OF?'rANT
FEOUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING. MATERIALS ON FLOORS
OR ROOFS.
F. PLANS, SECTIONS AND DETAIL'S ARE NOT TO BE S(:;ALEL.-) P(DR L:)ETEF_MINATION OF
r. �
C
�UANTITI
E LEN�TTNJ O -.. FIT T'' ..
P OF r-lA cF�lALS.
Cz. THE CONTRACTOR SHALL 5UE31"iIT CONSTRUCTION JOINT LOCATIONS TO THE
5TRUCTUFRAL ENrilNEER FOR APF�ROVAL. CONSTRUCTION JOINTS EXF 05ED TO EAF�TH
OR WEATHER SHALL ESE WATERF'FROOFEE> PER THE SPECIFICATIONS,
H. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR r- 115CELLAI`IEOu5
STEEL ITEMS NOT &HOWN HEREON.
SIZES -' - C �r ' r - r_
I. COORDINATE JIZEJ AND LUGATION.� OF OF ENINCx.� IN FLOOF°-'.v AND 'ROOF LUITN
ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREI`iENTS.
J. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE 51TE PLAN,
K, 13U_E�1` iIT WRITTEN REQUEST TO THE ARCHITECT FOR APFPFROVAL OF AN -T' FFROP05Ep
CI4ANC,,E TO THE REO.JIREi-1ENT5 OF THE COI"lTF?ART DO(7,(Y' IENT5. 5F--LIC-INC.,, C:UTTINCT,
NOTCHNC'T OR OTHEF-' ALTERATIONS TO STFl.UCTUF-'AL MEME1 ER5 ARE NOT F'EF 1'MITTED
WITHOUT WRITTEN AUTHORIZATION OF THE 5TFRUCTURAL ENC,INEEFR, AN'r" L.INAUTI-IOF,IZ{FD
DEVIATION FROM THE CONTRACT DOCL.Ii'1ENT5, AND GOFRREC.TION THEREOF, THE
RE5PONSIBILIT--T' OF THE CONTRACTOR.
L. THE 1'105'P 5TFRINGENT REQUIFREMENT5 APPLY iN CASE OF CO1\IFLICT BETWEEN
_�
c
:>P ECCIFIC:A"PIONS, 5TANDARL.)5, CODE`a AND DRAWING=TS.
DESIGN
A. DE51CrN DATA
1. ROOF LOADS 20 PSF LIVE LOAD, 15 PSF DEAD LOAD
2. FLOOR LOAD: ......40 PC�F LIVE LOAD, 15 PSF DEAD LOAD
3.
ALLOWABLE SOIL PRESSURE ...... 2000 PSF (SEE FOUNDATION NOTE
B WIND LOADCRITERIA (-EF FE3
_
I�_
03
.1.4):
THIS STRUCTURE HAS BEEN DE5IGTNEE) FOR WIND IN ACCORDANCE WITH CHAPTER
to OF THE FLORIDA BUIL DNC: CODE, 200-1 EDITION W/ 200=) SUPPLEMENT, AS
FOLLOWS:
BASIC WIND SPEED: 120 11PH (3- SECOND (SU5T)
EXPOSURE C:ATEGTOR-r': B
11-IFORT4NGE FACTOR: 1.0
BUILDNCn GATEC-TORY: ENCLOSED
INTERNAL PRE55URE COEFFICIEF\IT: +/- 0,12
C. DESIC-iN WIND Fz'RE55URE5 (COr'IPONENTS .1 CLADDING)
WALL INTERIOR ZONE 4ZON�4 L?O�LF INTEf'10 ZONE I
0 TO 19.99 5F 2(_�).O P5F/-2F,.2 F -'5F 0 TO 19.99 5F 15.0 P5F/-23.5 P5F
20 TO 49.97 SF 24.9 PSF/-21.1 PSF 20 TO 4'9.9'9 SF 13.o P5F/-23.1 PSF
50 TO 33.99 5F 23.3 PSF/-25.5 PSF 50 TO 99.`'3 SF 11.9 PSF/-22.2 PSF
100 5F •1 OVER 22.0 F-eF/-24.2 P5F 100 5F a OVER FSF/-21 o iDSF
WALL EDCTE ZONE "5" ROOF E22E ZONE "2"
W 0 TO 19.:j9 5F 20,0 1-5F/-34.8 PSF 0 TO 19.9 3 SF 15.5 PSF/-41 .0 PSF
2.0 TO 49,39 5F 24.9 PSF/-32.3 PSF 20 TO 49.99 5F 13eJ P5F/-38.1 F5F
50 TO '3 a.SS 5F 233 F5F/-2.9 °3 PSF 50 TO 99.99 5F 11.9 F5F/-33.-M i TF
100 5F I OVER 22.0 P5F/4-1.1 P5F 100 5F 1 OVER 10.1,`p F:5F/-30.4 PSF
ROOF COE'NEE' ZONE '3°
0 TO 5F 15.0 PSF/-ol.?. PSF
20 TO 49.99 SF 13.& P6F/-571.2 PSF
50 TO 99.99 SF 11.9 PSF/-51.9 PSF
1000 5F .1 OVER 10.o P5F/-48.0 1-5F
FCUNDAT I ON5
A, AN -r' FILL REOL.1fRED TO BACKFILL EXC4VATEL:) AREA OR ACHIEVE FINISHED C$FRADE
IN STRUCTURAL 4F?EA5 SHALL 15E INOR;iANIC, NON-PL45TIC: CyFRANULAR 5011 (CLEAN
SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES
LOOSE THICKNESS AND COi"IPACTED TO A MINII-IUi-1 OF 95%%% OF THE SOIL 's
1"I0DIFIED FROCCTOF' MAXl1" lU1" 1 DR'Y DENSIT i' ACS DETERi-IINED E:'T" ASTM
5PECIFIC47ON D -155-f, IN-PLACE DEN51'11- TESTS SHALL BE PEfRFORMED ON EACH
LIFT EYT' AN EXF ERIENCED ENGrINEERINC:r TECHNICIAN TO VERIFY THAT THE REOUI
DEGREE OF rD0I'-IPACTION HAS BEEN ACHIEVED. A SOIL GOI.iPACTION TEST SHALL
BE PERFORMED IN EVERY SPREAD 1=00TINC-T PAD 5UB-C-T RADS.
B. SOIL PRESSURES Ii-`iF-OSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT
EXCEED SPECIFIED AL L OW4BLE INr�'LUIDING ALL SPECIFIED DEAD AND LIVE LOAD'✓,
C. F:EMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE.
D. CAUTION SHOULD BE USED WHEN OPEFRA'rlN(� VI5R/-\TOR'T' C01'1PAG'TION E0UIPI-IENT
NEAR TI -4E EXISTING; 5TRUCTUiRE TO AVOID THE RISK OF DA1'1ACTE TO THE 5TRUC:TIUr E,
E. ALL Fc )OTINCTS SHALL DE C.] NT F -D UNE_- THE COLUlf-IN C,)F- l.
WALL AE30VE NLE55
NOTED OTHERWISE.
F. BACKFILL AGAN5T A WALL SHALL ESE PLACED EVENL r ON BOTH SIDES OF THE WALL
UNLESS THE WALL IS FULL'(' BFRAGED L', T" THE CONTRACTOR FOP, LATEIRAL FRE55URE.
SUCH
- ' -- r n
SUCH BRACING INC.:LUDING ITo DESIC;N 15 THE SOLE RESFONS15ILITI' OF THE
CONTRACTOR .1 SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR' OTHER
STRUCTURAL ELEMENT BRAC'INCT THE WALL HAS BEEN CONSTRUCTED TO THE
54TI.SFACTION OF THE ARCHITECT.
CT. THE FOLLOWING: FARA1'IETER5 HAVE E�EEN ASSUMED FOF�' TI -I15 5PECIFIC 51TE:
ALLOWABLE SOIL E3EARINC4 .... , . 2000 1='5F
MODULUS OF 5UE3Ci RADE, "K." ...... 2.00 PCI
E3ViL p1PIG DD GOI,DI Sf1A� H
5A�15�1
F0 Vp
ISIA�EE's
pLANSRPEI�� V� ENSYO�t1Y{ �A SOF, Ate'
Tvis
A C'a v pvjO T
P-9 P Gp'V f_5, 1llauL�olsc-
Iks'ND p? ,rER'GDf C.tc�T �� ty4 N� p coO, orL
�EE.L.. -v , ,-r QUi� ;cR
Rc�1 p �r�rAF��u P��'N'61F51
F
9 pF IDOM TN O Ort �oF Yv► Goa
ogL)r� �v vL00_n
QD il-1
C,45T IN FLACE CONCRETE
4. ALL CONCF�ETE SHALL HAVE THE FOLLOWING MINIMUM ODMPRE551VE STRENGTH AT 2a
DAYS:
SLAB ON rrRADE, FOOTING ..... 3000 PSI
CAST -IN-PLACE CONCRETE SHALL MEET THE FOLLOWINCx ('MATERIAL REC;�UIF;EMENTS:
1. CEMENT: USE DOMESTIC F:ORTLAND CEMENT
2, FINE AC.;CrREC-rATE: CLEAN SAND
3. COAReE A(:tC-TFREG;ATE: CLEAN LIME STONE, 51ZE 51, EXCEPT FOR FILL CELLS,
WHICH SNAL L 5E SIZE F�.
4. NO CALCIUi'I CHLORIDE SHALL BE USED.
S. ALL CONCRETE SHALL HAVE A 5LUMF:2, OF 4" FLUS OR MINUS I" AND HAVE 2% TO 4%
AIR ENTERTAINMENT, AND A MAXIi"IUM WATER/CEMENT RATIO OF 0.52.
C. CONCRETE MIX LDESIGN SHALL BE IN ACCORDANCE WITH THE LATEST`EDITION OF ACI
3.01 CRATER 3, METHOD I OR ('METHOD 2, 5U51'iIT BAC.KUf DATA A5 REOUIRED B -
CHAPTER: 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318:
D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
CONFORMING TO 45TM r_.TRADE 60.
E. WELDED WIRE FABRIC JHALL CONFORM TO AST1'1 A-185. WWF SHALL BE LAP ED AT
LEAST 3 AND CONTAIN AT LEAST ONE CCRO55 WIFE WITHIN THE a",
F, ALTERNATIVE REINFORCEI-iFNT FOR SLAB ON GRADE:
FIBER-REINFOF?CED CONCRETE 15 AN ACCEF`745LE ALTERNATIVE TO WELDED -WIRE
FA BPI... SYNTHETIC FI
E7EJNAL_BEFI �'EFME7N 0.50 O
4J MANUFACTURED
E51'
F OPEX CONCRETE 5Y5TEM5 (NO FKIBSTITUTION PERMITTED).AFIFLIED AT THE RATE
OF 3.0 LB5, PER G1 THE CTG SHALL HAVE A FF:E-CON5TF:UCTION MEETINC7 WITH A
PROPEX REPRESENTATIVE PF:IOR TO THE SCHEDULE DATE OF THE CONCRETE POUF:.
C r
r:% ALL �ON .F,rTE WORK SHALL BE IN ACCORDANCE WIT1-1 "THE BUILDINCT CODE
F,-EOUIREMENTS FOR REINFORCED CON(_ -RETE` ACI 318 LATEST EDITION, AND
6F-'ECIFICATION5 FOFc� STRUC'CUF;D,AL CONCr2ETE FOF: BUILDINGS,° ACI 301,
H. ALL fREINFORCINCT DETAILS SHALL CONFOFT'1 TO "MANUAL OF 5TANDARE) PRACTICE
FOR DETAILINCT REINFORCED CONCRETE STRUCTURE5" AGI 35 LATEST EDITION,
1_JNL E55 DETAILED OTHERWISE ON THE 6TF?U(:CTURAL DFRAWING5.
I, CONTRACTOR ,HALL VERIFY LOCATIONS OF OFENINC-T5, SLEEVES, ANCHOR BOLTS,INSE RT5, ETC., AS REQUIRED B -T- OTHER TRADES BEFORE CONCRETE 16 PLACED.
J. 1_UHEF'E 5AR LENG:4THS ARE GtIVEN ON THE DRAWINCaS, THE LEN(--z;-FH OF ANY HOOK, IF
REC�UIF?ED, IS NOT INCLUDED. N001<5 SHALL BE PROVIDED AT DISCONTINUOUS ENDS
OF ALL TOP )`AfRS OF BEAT 15 AND AT 5LA55 EDC:TE5, U.N.O.
K. CONTRACTOR SHALL FRO\/IDE SPACCERS, CH41r�S, BOLSTER5, ETC, NECESS4Rl' TO
SUPFORT FREINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXP06ED CONCRETE
SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
L. CONTRACTOF? SHALL PROVIDE 3/4 INCH CHAIIFER ON ALL EXF OSE) CORNER5 OF
C:OLl.Jr 1N5, BEAi•1S, AND WALLS UNLES6 OTHEF:WISE INDICATED ON THE ARCHITECTURAL
L:>F'AWINGS:
M. THE FOLLOWINC"T MINIMUI'1 CONCRETE COVET? TO BE PROVIDED FOR REINFORCEMENT:
tea" CONCRETE CAST AGAINST AND F EKMANENTLY EXPOSED TO EARTH.
2" r,ONCFRETE EXP05ED TO EARTH OR WEATHER, "el THF-7,1OUCsN 018 DAR6.
1 1/2" CONCRETE EXPOSED TO EARTH OF WEATHER, "5 5AF? AND SMALL ER R.
1 1/2" CONCRETE NOT EXP05ED TO WEATHER Or--' IN CONTACT WITH EARTH FOR:) THE
PRIMARY REINFORCEMENT; TIES, 5TIRRUP5, AND SPIRALS IN E,EAt'-IS AND
GOLur-INS:
u r - r r
c
r r
RE C .
E F O� D T T r'
O WEATHER NOR IN CONTACT WITH E,--,RTN FOR
�LABc ��
�, WALLS, AND JnlSTJ;'ll BAR AND SMALLER.
N. HORIZONTAL FOOTING LIARS SHALL iBE BENT 1'-0" AROUND CORNERS OR CORNER
54F?5 WITH 2'-0" LAP SHALL BE PROVIDED,
O, HORIZONTAL KEYWAY5 IN CrONSTF'UCTION JOINTS SHALL BE PROVIDED IN BEAMS,
SUFFOR'TED SLAf3,5, AND WALL FOOTINC:T5 WITH A DEPTH OF 1-1/2" AND HEIGHT EQUAL
TO ONE-THIRD OF THE MEMF3ER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS
THROUC H CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRALUIN(--5,
CONSTFUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINr_:sS
OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT,
i
MINIMUM LAE: 5PLICES ON ALL (`REINFORCING BAER SPLICES SHALL BE PER
THEFOLLOWINrT TABLE EXCEPT WHERE OTHERWISE NOTED ON THE DF:AWINCTS. FOR
BEAi" f5 8 ELEVATED 61_455, LAP BOTTOi" i STEEL AT THE SUPPORT j,TC)P STEEL
OVER THE MID5F AN, UNLE55 OTHERWISE NOTED.
Q,
R.
REINFORCING - LAP L ENGTH5
BAR 51ZE
"',
4*4
45
ao
471
TOP BAF '
24"
32."
40"
43"
5a'
BOT E3AR
18"
25"
31"
371"
43"
,TOP BAR 15 DEFINED AS ANi- HORIZONTAL BAR WITH
12" OR 1"10RE OF C:ONCRFTF PLACED BELOW THE BAR
CiF.OUT UNDER BEARING -T PLATES SHALL BE NON-METALLIC, NON-5HF?INK T)'F-E WITH A
C01`'IFRES51\✓E 5-rRENr3TH OF AT LEAST 6_000 F'S1 IN SEVEN DAYS. VIBIROPRUF "II, By
LAMBERT CORPOF-DATION, OR AC
GEPTEfD SUBSTITUTE.
THE MAXIMUM SPACING• OF SLAE5 C:ONTROL/GON5TRUCTION JOINTS SHALL 5F AS
SHOWN IN THE FOLLOWING SC:NEDUL E (UNLESS NOTED OTHERWISE ON THE FOUNDATION
FLANS):
CONTROL JOINT EFFACING
SLAB rHICKNES5 (IN.)
AC�TCrREGATE SIZE
LESS THAN 3/4"
GREATER THAN 3/4' __
4 IN
8 FT
12 FT
5 IN
10 FT
13 FT
o IN
12 FT
IS FT
x+ COURSE AG-TC-tRECkATE IS SPECIFIED
THE I"lAX11"1UI'°l ASPECT RATIO (L / W) FOR CONTROL /CONSTrRUCTION
JOINTS SHALL BE 1.25.
E DOXY GROUT ,ANCHORS
A. ANCHORING ADHESIVE SHALL BE A TWO COMPONENT SOLID EPDXY BASED 31 STEM
,SUPPLIED IN MANUFACTUREFR'5 STANDARD 51DE-BY-51DE CARTR IDC.E AND
DISPENSED THROUGH A STATIC MIXING NOZZLE SUPPLIED BY THE tlANUFACTIJREF�.
B. ADHESIVE SHALL BE "_EPDX'r"-TIE SET" FROM SIMPSON 5TRONC:-TIE, ANCHORS SHALL
)E INSTALLED PER SIMPSON STRONG -TIE INSTRUCTIONS FOR 'EPO'XY-TIE 5ET'.
MECHANICAL, ELECTRiCAL, FLUMBINCi
NEWLY INSTALLED ELECTRICAL, MECHANICAL, AND FLUMBINCT AF --7.E REQUIRED
TO MEET THE CUP:F2ENT ADOPTED CODES.
EL ECTRICAL NEC 2008 EDITION
G;A5 FBC, FUEL GAS 2.0071 EDITION
11ECHANICAL FSC, MECHANICAL 20071 EDITION
PLUMBINr3 FBC, PLUMBING 20001 EDITION
ENERC:iY FSC, BUILDING CHAP. 13 20001 EDITION
r. INDICATES WITH FBG 200'3 SUFF:LEMENT
CONCRETE MASONRY
A. ALL 1-14SONRY CONSTRUCTION SHALL CONFORM TO ACI 'BUILDIN(S CODE
REQUIREMENTS FOR 1-14SONRY STRUCTURES" CACI 53O), AND AC'I "SPECIFICATIONS
FOR IM450NF:1" STRUCTURES" CACI 530.1), CURF:;,ENT EDITION, EXCEPT 45 AMENDED
BELOW.
B. CONCRETE MA50NFD7- UNITS (CMU) SHALL CONFORM" I TO ASTM C 95, NORMAL
WEICTHT, WITH A MINIMUM COMi`RE551VE STRENGTH OF 1900 F:51 ON UNIT NET
SECTION.
C. THE DESIG-TN NET AREA COMPRESSIVE 5TRENC:TTH OF CONCRETE MASONRY (F 'm)
WALLS 15 1500 FSI. COMPLIANCE WITH THE SPECIFIED STRENCTTH (F 'm = 1500 FSI)
SHALL BE VERIFIED BY THE "UNIT STRENGnTH METHOD IN ACCORDANCE WITH AGI
E 330.1, SECTION 1:4,
D. 1-10RTAR SHALL CCOMPL`r" WITH A5T[l C 2'10, TYPE 1-1" OR "5" WITH 1'1IN11"IUM 28-DA'r
COMPRESSIVE STFENCtTH OF 1800 F51.
E. GROUT FOR FILLED CELLS SHALL CONFORI-'l TO A5T1'l C 4710, WITH A 5LUI--ifOF
BETWEEN 8" AND 11". GFROUT COMF�FRE5SIVE STRENC�T1-I AT 28 -DAY SHALL BE 3000
PSI, JOB SITE MIXINCT OF GROUT SMALL NOT BE PERMITTED.
F. C:TROUT FOR FILLED CELL5 SHALL 1-14VE A MAXIMUM POUR HEI(�-HT OF 12'-0", THE
MAXIMUM HEI( -,HT OF r_TROUT LIFT SHALL BE 5'-0", PLACED 45 INDICATED IN THE
ROUTING DETAIL (LVET. 12/53.1).
r,
CON
-..RET_k .�
LOv K SHALL NOT BE 1 ED B'(DIST N BEFORE EFORE GROUTIN�r-
,
H, PROVIDE FULL r-iORTAR BED1DINr� AROUND ALL CELL5 TO BE (_-�ROUTED.
I. REINFORCE WALLS WITH LADDER -TYPE STANDARD (9 GTAUC-4E) REINFORCEMENT IN
E,ED JOINTS AT lo" O.C. MEASURED VERTICALLY U.N.O. PLACE PER
MANUFACTURER'S REC01'(MENDATIONS. EXTEND INTO COLUNN5, OR PFOVIDE
DOVETAIL ANCHORS TO SECURE MASONRY TO COLUMNS. LADDER SHALL BE
NOT DIP@FD CTALVANIZED PER ASTM A153 (1.50 OZ. PER 5F) AFTER FABRICATION.
LAI- ALL HORIZONTAL JOINT REINFORCEMENT 0" MIN.
J. FOR WALL VERTICAL REINFORCING -T, SEE FOUNDATION/FLOUR PLANS. THE TYPICAL
WALL VERTICAL REINFOFRCINCT SIZE 15PAONG SHALL ALSO BE PLACED ABOVE
AND BELOW ALL WALL_ OPENINCT5, UNLE55 NOTED
OTHERWISE, REINFORCE C1U
WAL .c? 1-tr� VERTICAL B� APAT48 G.r�-
. PROVIDE ADGITIU-
NAL VERTICAL
AT THE FIRST CELL OF ALL JAMBS, CORNERS, END OF WALLS AND WALL
INTERSECTIONS.
K. VERTICAL REINFORCINC7 I5 TYPICALLY CENTERED IN THE WALL (UNLESS NOTED
OTHEP_UJI5E), AND MUST HAVE A MIN. CLEARANCE OF 1/2" TO IN51DE FACE OF WEE3,
VERTICAL BAF? LAP = 43 x (BAR D14METEFR). VERTICAL REINFORCEMENT IN
WALLS S 5H ALL BE SECURED AND LATERALLY SUPPORTED 4CTAIN5T
DISPLACEMENT AT INTERVAL5 NOT EXCEEDINC-i 192 x (BAR DIAMETER) OR 10 FT
(WHICHEVER 15 LESS) WHENEVER A CLEANOUT 15 REQUIRED. SEE GROUTING
DETAIL FOR CLEANOUT REQUIREMENTS.
L. EXTEND ALL WALL VERTICAL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR
BEAM UNLESS NOTED OTHERWISE. VERTICAL BARS WITH STANDARD 90 DEC -T.
.NOOK ARE REO,UIRED AT TOP OF WALL AT OR ABOVE ROOF JOISTS/TRUSS
BE A FIN(- .
M. THE TOP COURSE OF ALL CMU WALLS, PARTITIONS AND PARAPETS SHALL BE
CONSTRUCTED OF KNOCK -OUT BLOCKS REINFORCED LUITN 2-115 CONTINUOUS
HORIZONTAL BARS IN GROUTED BOND BEAM. BEND B4R5 WITH STANDARD HOOK
AT ALL CORNERS AND INTERSECTIONS.
N. SUI-31AND INSPECTION FREQUIREI`1ENTS DETERMINATION OF THE MASONRY
10t-lP ,lI Ec
R_N_.TN IN
ACCORDANCE _ WITH THE UNIT 6TRENCzT-t'iETHOU OF
ACI 530.1, REQUIRES WRITTEI,J ACCEPTANCE OF THE FOLLOWING SUBMITTALS. THE
CONTRACTOR SHALL 5UE�MIT TO THE ENGINEER THE FOLLOWING DOCUMENTATION
"FOR REVIEW AND AFPr-lOVAL, PRIOR TO COMMENCEMENT OF THE WORK:
I. MORTAR MIX DESIGTN INDICATING TYPE AND PROPORTIONS OF
INGREDIENTS IN COMF1 1_1ANCE WITH PROPORTION SPECIFICATION OF ASTM
C 2-10.
2. GROUT MIX DESIGN INDICATNr3 TYF:E AND PROF -'ORT OF INC-tREDIENTS
IN C01`IIPLIANCE WITH PROPORTiON RE0UIREl`1ENT5 OF A5TM C 4710.
3, r -MATERIAL CERTIFICATES FOR THE FOLLOWING, CERTIFYING THAT EACH
MATERIAL 15 IN COMPLIANCE:
--REINFORCEMENT (VER T, AND HORZ. BAR5)
---JOINT REINFORCEMENT (HORZ.)
ANCHORS, TIES, FASTENERS AND METAL ACCE550FRIE5
--- MASONRY UNITS
---1-10RTAR AND GROUT MATERIALS
MINIMUM INSPECTION REQUIF?EMENTS INCLUDE VERIFICATION OF COMPLIANCE
WITH THE APPROVED 5UF3MITTALS. INSPECTOR 51--14LL PROVIDE WRITTEN
DOCUMENTATION/SUP1r'1ARt` OF FINDINGS TO THE ENGINEER OF RECORD iN
ACCORDANCE WITH ACI 530.1, SECTION I.e,, M4TERIAL OF WORK WHICH FAILS
TO COMPLY WITH THE (--ONTr�.ACT DOCUMENTS SHALL BE (REPORTED
Itl1IEDIATELT' 'ro THE ENGINEER.
STRUCTURAL STEEL
A. STEEL WORK SHALL CONFORM TO THE A15C SPECIFICATION FOE', STRUCTURAL
STEEL BUILF)INC:TS - ALLOWABLE STRESS DESIGN.
5. MATERIAL SHALL CONFORM" 1 TO THE FOLLOWING -T, EXCEPT AS NOTED:
HOT -ROLLED STRUCTURAL STEEL
WIDE -FL 4NGE SECTIONS: ASTM A392.
ROLLED 5144PES, PLATES ANL) 134F5 : A5TM A3o.
BUILT-UP STRUCTUR41_ FL/NC-;E PLATE STEEL: ASTI-1 4529 (:TR 55
BUILT-UP STRUCTURAL WEB FLAT= STEEL: 45TM A1011 5.5 r�R 55
ANC
HOF: BOL T5 AND MACHINE BOLTS: A5TM A301.
PIf-'E COLUMNS: A5TM A53, C=TF�ADE B.
C5f'RUCTUF'AL STEEL TUB INC, A5TI-I A500, GRADE B.
HIGH .5TFRENCsTH BOLTS: A5TM A 325.
C. CONNECTIONS:
I. UNLESS O"rl IEF?W15E NOTED, BOLT5 51-1ALL DE HIC-TH-STFRENCtTH, BEAFRiNr=r T1"F:E
WITH THRE4D5 INCLUDED IN SHEAF'. PLANES. TIGHTEN B'Y THE
"TURN -OF -THE =NUT" I"IETHOD (SNUG-TICrHT PLUS 1/2. TURN).
2.. WELDIN(3 ELECTRODES FOR A3o STEEL SHALL BE E-MOXX. RETURN FILLET
WELDS FOR FRAMED CONNECTIONS 1/2" AT EACH ENC):
3. SHOP CONNECTIONS SHALL BE WELDED OR E30LTED,
4. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" BOLTS, EXCEPT AS NOTED
OTHERWISE,
5. DESIGN i3E41-1 CONNECTIONS TO DEVELOP THE REACTIONS DUE TO THE
MAXIMUM 4LLOW4BLE UNIFORM LOAD FOP. THE BEAM SIZE AND SPAN SHOWN,
455L.IMINCT FULL LATERAL SUPPORT, UNLESS OTHEFRW15E NOTED,
D. ALL WELDING IN THE SHOP OF, IN THE FIELD SHALL BE PERFORMED BY
CERTIFIED WELDERS ONL-i CERTIFICATION DOCUMENT SHALL BE 5UB111TTED TO
THE STRUCTURAL ENC-dNEER FOR HIS APPROVAL. ALL WELDS SHALL BE
PRE -QUALIFIED PER AW5 DI.I-94, WELDED 5PLICES OF ROLLED SHARES MADE IN
THE SNOT' ARE ACCEPTABLE PROVIDED FRADICGRAPHEE) NDT EXAMINATION
RESULTS ARE IN ACCORDANCE WITH AW5 ACCEPTANCE STANDARDS AND
WRITTEN (REPORTS VERIFYING SUCH RESULTS ARE SUB1.11TTED TO THE STRUCTURAL
ENG-TINEER FOR HIS APPROVAL, MINIMUM FILLET WELDS SHALL BE 3/16 UNLESS
0TNERWI5E SHOWN ON THE DRAWINGS,
E. THE STEEL 5TF UCTUFRE 15 DE51r_zNED FOP, STABILITY IN ITS COi"iFDLETED CONDITION
PER THE DFRAWIN(SE3, SPECIFICATIONS AND THESE NOTES, THE CONTRACTOR SHALL
PROVIDE ALL TEMPORARY BRACNC-T, C-fUi'INC-z AND OTHER MEANS OF SUPPORT
DURINCx CCON5TRUGTION SUFFICIENT TO WITHSTAND WEATHER CONDITIONS AND 1'iEET
ALL APPLICABLE SAFETY REQUIFREMENT5 DURING -z CONSTRUCTION.
F. DETAILINGt OF STRUCTURAL STEEL AND CONNECTIONS SHALL BE SHOWN ON SHOP
AND ERECTION DRAWNCz5 FOREPAFRED BY THE FABRICATOF2 FOR THE STRUCTURAL
ENr�INEEIR'S APPROVAL, f= RIOR TO FABRICATION,
G. COAT OF FAINT CONF0R11INC-4 TO FED. SPEC. TTP -o33, TO A 111NIMUM 2 -MIL DRY
FILM THICKNESS.
H. NOT DIP rrALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND
THEIR CONNECTIONS PERMANENTLY EXPOSED TO EARTH AND OR TO WEATHER,
C rALVANIZINC, SHALL BE PER A6Tf-1 A123. (SEE DRAWINCTS FOR OTHER STRUCTURAL
ITEMS "PO BE HOT DIP GALVANIZED).
INDEX OF&TRUCTUR,4L DRAWINGS
PArTE
SHEET
TITLE
I
5-I.l
C'FENEFAL STRUCTURAL NOTES
2
5-2.1
EXI5TIN(_� FLANS
3
5-2.2.
EXIE3T1NC-s FLANS
4
S-2.3
EXI5TINCr ROOF PLAN
5
5-2.4
PF?OFC?SED `PLANS
o
5-2.5
F:,Ro P05EU PLANS
7
S-2 0
`"!ROP05ED, PROOF PLAN
8
5-2.7
EXISTINCT BUILDINCT SECTION
�.
PS CSEG EU ILC IN_T SECTION'
10
5-2.9
EXISTING ELEVATIONS
II
5-2.10r
ROF:,oeED ELEVATIONS `
12
S-3.1
DETAILS
13
I _ 3.2
DETAIL
SANFORD FJl3iL 1�
D�P`i.
(HESE PLANS ARE REvIEW
NO CONDITIONALLY
ISSUED SI -L. BE:
ACGEPT£D FOR PERMIT". A F R
.T
TO PROC'EEn WITH
CONSTPUED TO BE A LICE -
ORITY TO VIOLATE',
THE WORK AND f•1OT' AP, F
iIDE ANY OF rtI>M
CANCEL, ALTER. OR SE
EHE IBUILDIfOR IdC=
Pr;OVISIO�iS OF THE TECiir
ESU
1 SSUANCC OF A PERPlirr I t_
2j
1UIRING A CORREC-
DEPT FROM rHEREAFTEF
L
NS, COMSTRUCT19_!I, ,
TION OF ERROR'. ON THE
OR OTHER V101-i"':I't:iNS CF ri
GOncS.
WOOD FRAMING
A. (3ENERAL
a) ALL FASTENEF,,e SHALL BE SAL\/ANIZED COI-IMON WIPE NAILS, OR HUT -DIPPED
GALVANIZED BOX NAILS, UNLESS NOTED OTHEf••RW15E.
FASTENERS FOR STAINLESS STEEL FRAMIN(x ANC'I-1085 SHALL BE STAINLESS STEEL.
b) ANCHOR BOLTS SHALL BE 45'ri-1 A30-1 OR 43o PLACE W/ 2" DIAMETER x I/8" PLATE
WASHERS WITH BOLT HOLE ' /A0' DIAMETER.
c) ALL FRAMING 4NCHOR5 SHALL BE SIMPSON OR AF_`F'ROVED EQUA INSTALLED �TALLEU IN
STRICT ACCORE--)ANCE WITH MANL.IFAC:Tl1F?EF'' 3F`ECIFIC4TI0N5. TINES F (
E R�.11"11N..T
ANCHORS SHALL HAVE A MINIMU1-1 "� ( TECTIVE CC.OATINC:T A5 FOLLOUIS:
UNTREATED WOOD, INT. OR EXT-, ID FY CONDITIONS: 0.1'30 G'OA-riwC (0.90 OZ- FER 5F)
TREATED WOOD, INT. OR EXT., WET CONDITIONS: Gi185 COATING (135 OZ. FEF 5F)
d) METAL ,ACCE55CF:IE5 FOF: USE IN EXTERRIOF: WALL CONSTFRUGTJON AND NOT DIFRECTLY
EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH A5TM A
153, CLASS B-2, (1.5.0 OZ. PER SF) AFTER FABF ICATION.
�) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY OR
CONCRETE SHALL BE PRESSURE TR-E4TED. WOOD TREATIIENTS SHALL INCLUDE:
MCQ, CGA -C, CBA -A, CA -E:,, ACO -C, OR ACQ-D,
TREATMENTS WITH AMMONIA _�=Ir_J
J WILL ?_�UI:E U�E Or cTAINLE c)J
CONNECTORS
AND FASTENERS. THE GC SHALL OBTAIN WRITTEN DOCUMENTATION FROM THE
TREATED WOOD S4IPPLIEhR WHICH INCLUDES:
- 5PECIFIC TYPE OF WOOD TREATMENT USED
- IF AMI`10r11I4, WA5 1-I5FD IN THE TF-:EATMENT
- GHEI11CA1_-.F:ETENTION LEVEL
TI -416 WRITTEN pO T lak''IENTATION SHALL BE PROVIDED TO THE ENC=rINEER BEFORE
IN5TALLATIO'-;.
B: ROOF SHEATHINCx:
ROOF DEC,< SHALL BE 15/32" EXPOSURE I, C -L) PLYWOOD. ALL END JOINTS SHALL
BE STACrGERED 1/2 PANEL LENGTH IN ALTER3\14TINr_r ROWS, LONG Dl1IENSION
SHALL BE FERIENDICULAF,� TO FRAMINCC. FASTENERS FOR THE PROOF SIJEA"rNINr
SHALL BE 45 FOLLOWS:
USE 8d NAIL5 o' OC_ ALONc3 ALL F'ANEL EDGE5 AND SHEAR BLOr.:.'KINC:T.
USE 8d NAILS 12" O.C. ALONG ALONG=T INTERMEDIATE SUPPORT,
C. WALL SHEATHING;
WALL SHEATHING SHALL BE 15/32" EXPO5URE 1, C: -D F='L T"WOOD. ALL END JOINTS SHALL BE
5TAC.C-TI_rRED 1/2 PANEL. LENC-TH IN ALTEFRNATINGt F?O11J3, LONCr DIMENC-fION SHALL E3E
F EF,F'ENDICULAR TO FRA1•lINCT, 2x FLAT BLnr,KED, WITH FASTENERS AS FOLLOWS:
U�(
Sq o
E eld NAILe " Or. ALONG -T ALL EE�C:TES AND SHEAF, L �LOC-<.INC:r. A./•7
USE 2:d NAILS @ 12" O.C. ALONG ALON(.: INTERMEDIATE SUPPORT,
C>. PROOF FRAMINGr (6E= PLAN FOR SIZE ,I LOCATION)
a) ROOF JOIST 6C;AB (2x0) b) POST (PT oxo)
SYP NO. 2 53..i"F NO. 2
Fb= 12.50 PSI Fc --;350 PSI
Fv = 1715 PSI E =1,200000 Pal
R,
E = IG00,000 PSI
d) FROOF I-JOI�,,r, BC:I (�00 e) ROOF JOIST OUT RICSC_=3ER (2X4)
(OR Af_--)FROVED EQUAL) S'i'P NO. 2
t'IIN, DEPTH = 11 -1/8" Fb= 1500 PSI
MIN FLANGE WIDTH = 2 5/le>" Fv = 1-15 FSI
E = 1,&00,000 Pr IANFORp 51)11 DING DL PT.
f) RIDC-;E LOU BEAi-'I, (MULTIPLE 2x12) THESE PLANS ARE REVIEWED AND CONDITIONALLY
SYF: NO, 2 AG'CkPTED FOR PERMIT. A PERMIT ISSUED SHALL -BE
Fb= 9715 PSI CONSTRUED TO BE A LICENSE TO PROCEED WITH
fHk WORK AND NOT AS AUTHORITY 'ro VIOLATE..
Fv = 1-15 P51 CANCrL-. ALTER, oi3 -c-:-r A5ADL-- ANY OF THE
E = I ,io 00,oe/ o P51 PROVISIONS Or 'rI•IE TECHNICAL. COraES, NOR : HAU-
ISSUANCE Cir A PERMIT PREVENT TIIC BUILDING
Fc1 = 505 P51 DEPT FROM TI-iF-REAFTL=R FREQUIRINU A COiRREC-
TION OF ERRORS ON THE PLANS, GOr4sTRiJ{.*I 0fl
E. WALL FRAMING OR oTFIU>R vahkATIC}Nu ;>F ori l •eOGr�.
a) STUDS )x4) b) LVL BEAM (5.25" x 11.25")
SYF: NO, 2 i"11C'IROLLAI"I LVL
Fb= 15,00 P51 Fb= 2000 F51
Fv = 115 PSI Fc; I 75o F51 010c
E = 1,600,000 F-151 E = 1,'305,000 PSI /
Fc- 1050 1-51 �- --�
Fcl
ti
5UE3MI rTAL5
A. APPROVAL OF SHOP DRAWINC:TS DOES NOT INDICATE ACCEPTANCi �C>r= \/dA�IONS FPr�i�i
CONTRACT DOCUMENTS, UNLESS ACCEPTED BY THE ENGINEER IN WRITINC-s PRIOR TO
SUBMISSION OF SHOP DRAWINCTS, CONFLICTS (RESULTING FROM SUCH DEVIATIONS, CONFLICTS
BETWEEN THIS WOJ=RK. AND THE WORK OF OTHEF;� 'f'RADES DUE TO SUCH DEVIATION, AND
DIMEN510NAL CONFLICT=S AS A RESULT OF SUCH DEVIATIONS 51--iALL BE DEEMED THE
CONTRACTOR'S RESP'ONSIBILIT'Y'
B. ANY CHANCTE) TO THE DETAILS SHOWN IN THESE CONTRACT DOCUr-IENTS SHALL BE
SUBMITTED IN IIJRITINC-; BY R.F.I. AND AFF�FRO\/ED B'T' THE ARCHITECT AND ENGIINEEFR PRIOR
TO SHOP DRAWINCTTS.. ALL 6UCH CHANCES SHALL ESE "BUE3BLED" ON THE SHOP
DRAWINCT.5 AND REFEFRENCELD TO TWE FROF-)EF? R.F,I.
C. SUBMITTALS SHALL CONFORM TO THE REQUIREMENTS OF THE CONTFRACT DRAWINGS.
NON-CONFOFRI`11NG SUBMITTALS WILL BE RETURNED WITHOUT REVIEW,
I. SHOF DF 4WINGS SHALL BE CHECKED AND i"14RKEID "AF:PROVED" 1 Y THE GENERAL
CONTF'ACTOR PRIOR TO aJ5MITT4L TO 4RCkITECT.
2, SHOP LDF=AWING5 SHALL NOT CONTAIN REF,RODUGTION5 OF THE CONTFACT E7F-AWINCrS.
3. SUB1 IIT FOR ENG INEER'5;I:EVIEW THE SHOP L..-)RAWINrs�3 FOR THE FOLLOWING ITEMS:
DESCFRIFTION
1, CONSTF=:UCTION JOINT LOCATIONS IN 67RUCTUF.:,'AL FLOORS
2, CONCRETE MIX DESICTNS
N'nt vedid
79 IjBlm
07/14/2010
RONALD U. DEVLEN P.E.
FL. PROF. REG. NO. 49782
REVISIONS
Crt/14/10
DATE:
0-1/0':�/2010
SCALE:
45 NOTED
DRAWN:
A 5D
APPROVED:
F D F)
JOB NO:
SHEET
INFILL FREVIOU5
WINDOW W/ 2x4 W(_')OD
F-F.-Al-lE 9 i. 16 " O.C.-
401-01,
-1' -e,"
11 -e,11 11
4'-T''-O"Ke 12' -III
(Sir)
U 0
U C)
d u
4 4 W
"
P
z
0
� V
1-4 P-4
uj
Fl\
9
U
LU
o
OFEN A50VE
TO FOOF
Aw
�4
1z"
T/FLOOF
F�EP. EL. 103'-0" /Z
"I.lqc,
07/0x_)/2010
RONALD
D. DEVIEN P.E.-
FL. PROF. REG. NO. 49782
REVISIUNS
IY
lo
O�/09/2010
SCALE:
AS NOTED
DRAWN:
_011
40'-0"
III
INFILL FFEVIc_–)U'73
WINDOW W/ 2x4 WOOD
FRAME 'a) 1! " C),C,l
P I r r P. 0C r - D I M R N ZE) I c N, I Ar,
C?GALE; 1/4" = 1'-0"
O (TYP.)
INDICATES LOAD-ISEARING INTEF�10F� WALL
AE3OVE (2x4 5TUD5 a le," aa)
\EXI)TINC-j 4x12
r=,, � A 1-1 / -r -,- r::) �
I NE X i 57� T I N(-� IPS T PL 0 0- F-7� P R AL r 0 11 N p LA N I
5GALE: 1/4" = l'-0`
N (� rl r "
OFOP GENERAL STFUCTUF?AL NOTES, REFER TO
SHEET 5-1.1.
(Sir)
U 0
U C)
d u
4 4 W
"
P
z
0
� V
1-4 P-4
uj
Fl\
9
U
LU
o
M
Aw
�4
1z"
"I.lqc,
07/0x_)/2010
RONALD
D. DEVIEN P.E.-
FL. PROF. REG. NO. 49782
REVISIUNS
IY
DATE:
O�/09/2010
SCALE:
AS NOTED
DRAWN:
APPROVED:
FIDE)
JOB NO:
2_010-04�
SHEET
ti
S 2*1
CI
L11
\(6
I
LLLLl—
L
_L
76
Iz
INDICATES LOAD-ISEARING INTEF�10F� WALL
AE3OVE (2x4 5TUD5 a le," aa)
\EXI)TINC-j 4x12
r=,, � A 1-1 / -r -,- r::) �
I NE X i 57� T I N(-� IPS T PL 0 0- F-7� P R AL r 0 11 N p LA N I
5GALE: 1/4" = l'-0`
N (� rl r "
OFOP GENERAL STFUCTUF?AL NOTES, REFER TO
SHEET 5-1.1.
(Sir)
U 0
U C)
d u
4 4 W
"
P
z
0
� V
1-4 P-4
uj
Fl\
9
U
LU
o
M
Aw
�4
"I.lqc,
07/0x_)/2010
RONALD
D. DEVIEN P.E.-
FL. PROF. REG. NO. 49782
REVISIUNS
IY
DATE:
O�/09/2010
SCALE:
AS NOTED
DRAWN:
APPROVED:
FIDE)
JOB NO:
2_010-04�
SHEET
ti
S 2*1
CI
401-011
4 D' - U "
9'- E� 3/4" 19'-10 1/5 I0'-3 3/0
lo
LQ
I
(
LLJ
i
z7777ff
�xz (2 x4
LLQ
OFTEN
OhEN44�
\�
2x4
lo
I, �R
i
' � I
I
��-
—/
KNEEUJALL AE�OVE-- --- -- —._ _— - -- ---- --- --- -- — ___ �� .NEEWUALL ABOVE
rE
9'-93/4" l9'-2 7/cv"
INDICATES LOAD-BEARINCz INTERIOR WALL
BELOWU
SCALE: 1/4" I' -O" SCALE: 1/4" = I' -O'
T~
10 FOR c�ENEF_AL STFUCTUFAL NOTES, F FFEF' TO
MEET 5-1-1.S�29
�
v�
U
14
U 0
rH
a
cn��nW
'�~
CO
O 0
SCALE:
13'-9 7/a"
www�
�f
w�N
o M
w
N
W
Not v« � � r "nlout��xlary
�xv .re
07
01-/201 Q
RONALD D.
FL. PROF.
DEVLEN P,F,
REG. N0. 49 782
c
R.VI�IGNS
f
C
C
F
F
L
F
G
F
DATE:
10
AS NC.���C� F
DRAWN:
E`/.15TIN� ICNEElU,4LL—\
ARr�R�vEo:
G
T/FLOOF?
-�F'cF,
G
JOB NO:
U
' 2010-047sH�Er
-
F
cL. 112'-%_, ',/4"
2
e
ti
F
401-011
4 D' - U "
9'- E� 3/4" 19'-10 1/5 I0'-3 3/0
lo
LQ
I
(
LLJ
i
z7777ff
�xz (2 x4
LLQ
OFTEN
OhEN44�
\�
2x4
lo
I, �R
i
' � I
I
��-
—/
KNEEUJALL AE�OVE-- --- -- —._ _— - -- ---- --- --- -- — ___ �� .NEEWUALL ABOVE
rE
9'-93/4" l9'-2 7/cv"
INDICATES LOAD-BEARINCz INTERIOR WALL
BELOWU
SCALE: 1/4" I' -O" SCALE: 1/4" = I' -O'
T~
10 FOR c�ENEF_AL STFUCTUFAL NOTES, F FFEF' TO
MEET 5-1-1.S�29
-)=>CI(=�TINCs �;NEEUJALL
CO
13'-9 7/a"
E`/.15TIN� ICNEElU,4LL—\
i—
T/FLOOF?
-�F'cF,
�
�Q
-
cL. 112'-%_, ',/4"
r
6'
F
F
2' -O" ON 2'-0" ON
20, �� 2
–X13TINC-E RIDE E
wej
DJ—
(l!
-C
U
ti
N
W
12'-4 1/10 I9'-2 7/0'
4
0
U
T
=i
0
w
ati
q
.w
�wm
m�
SCALE: 1/4" = 1'-0'
0.
_) La
,w
y�E
NI S _ T , o
FOR ENEf AI .,STPUCTLl AL NOTE, PEFEP TO F a
SHEET �-I L
F G
Otr
n+ n
;.
2 i
C7 U
d-orn�
.tom o rn
� N Q W
Jr� l
h�
W � N
iE
Q M
Cl 0
5:12 SLOPE �4�12
Lu
LQ
LLJ
�-T
pro
E3-`L O� W
W
ra haw
�1
W
.lVGC 7[f V � fllG!!f
r � lira
(�7/0(:�/2(� 10
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 49782
REVISIONS
a
R
4
a
`w
tti
U
U
u
DATE: R
dpi/�`�/2�1V�
SCALE: o
�c� NOTE2010-0,41
DE
G
DRAWN:
APPROVED: w
JOB NO:
SHEET semQ
2' -O" ON 2'-0" ON
20, �� 2
–X13TINC-E RIDE E
wej
DJ—
(l!
-C
U
ti
N
W
12'-4 1/10 I9'-2 7/0'
4
0
U
T
=i
0
w
ati
q
.w
�wm
m�
SCALE: 1/4" = 1'-0'
0.
_) La
,w
y�E
NI S _ T , o
FOR ENEf AI .,STPUCTLl AL NOTE, PEFEP TO F a
SHEET �-I L
F G
Otr
n+ n
;.
2 i
C7 U
d-orn�
.tom o rn
� N Q W
Jr� l
h�
W � N
iE
Q M
Cl 0
5:12 SLOPE �4�12
Lu
LQ
LLJ
�-T
pro
E3-`L O� W
W
ra haw
�1
W
.lVGC 7[f V � fllG!!f
r � lira
(�7/0(:�/2(� 10
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 49782
REVISIONS
a
R
4
a
`w
tti
U
U
u
DATE: R
dpi/�`�/2�1V�
SCALE: o
�c� NOTE2010-0,41
DE
G
DRAWN:
APPROVED: w
JOB NO:
SHEET semQ
r
tftu O P
c
t
F.
� O Q z
W � I
Io' -o" 401_01 11-611
LQ
U ^`4
LQ
ax1& PIERNiNc,1
/ a
/ a �'
/� \➢G / t��_L
r O
o
Cl
/—(3) 2x45TUD
Not Vali(t V"thuut
- fit At r.
Q 07/14/2010
-o„ RONALD D. DEVLEN P.E.
401-00 FL. PROF. REG. NO. 49782
REVISIONS
WOOD FRAME WALL,
2x4 STUD
0 07/14/10
V INDICATES NOL [)-C)OWN _
FOF� 5NZAR WALL 5EC-Fr-'TENT POUND _AT �-�N PLAN
(E U5) PEtR DET, I/S-3.2
(DFORGENERAL 5TF?UGTUFRAL NOTES, SEE 51-IEET 5-1.1 ,
0 4" 51 A5 ON C -;FADE OVER [=REPARED 5UF,-CiRADE A5 SPECIFIED. R-1NFORGE SLAE3
wA/ ,XG__-UJ2.IXW?.1 WELDED WIRE ME_5N 'a CL OF 5LA5. PROVIDE o MIL POLYETI_4YLENE 5ARRIER
E�ETUJEEN 5LA'=5 AND 5UB-C::RADE. (5U3 -GRADE TO 5E TEFRC"IITE TREATED). W!ZrMZ'4 INDICATES LOAD-BEARINC-i INTERID�� WALL
ABOVE ('2x4 5TUDS 'a lam" OC:) DATE:
�DOTTOM OF WALL FOOTINC�FS, AND SOTTOM OF INTERIOR AND EXTERIOR PAD FOOTINGS SHALL ��/�=)/��I�
5E (I' -.o") MIN BELOW FIN15N CTRADE, U.N.O.
4 8" GONG. rJA50NRY STEM UWLLS: SCALE:
NOTED
REINFORCE °" CMU WALLS UJITN (1) '5 VERT. REINFORCING BAR CENTERED IN WALL -@ 43" O.C.
AND LADDER TYPE REINFORCING IN BED JOINTS AT Io" G�". FER THE G=NEF AL STRUG'TURAL DRAWN:
NOTES. L ADDER REINF. SHALL BE NOT DIFPED GALVANIZED AS FFR •✓ENERAL NOTES
SOLID CsROUT ALL GEL L5 OF STEM WALLS,
APPROVED:
F-7-:1 D �_�
O
ALL F) FO GAL AND HORIZONTAL REINFORCEMENT 5NA1 I E3E GONTINUOU5. LAP 5PLIGES 5' IA OI FOR <:: ENERAL STRUC_-TURAL NOTES, REFER TO
�>E A5 FOLLOLUS: SHEET 5 -LI. JUE3 N0:
5 5AR5 2'-0"
p, p # I � 5AR5 2,'-�° 2010-04-1
� eibT L �O ED IM I"'`��62I���I��� ����--N1CDA7 0NJ �����I # r�rRDVIDE 9U UES. STANDARD NDOK AT D15GONTINUOUS ENDS.
� _ _ ` i { SHEET I
5GALE: 1/4" = 1'-0" PF-',OVIDE SLArL,, CONTROL JOINTS FER DET. 0/5-3.1 LOCATIONS 5N0-14! FEF2 PLAN.
SCALE: 1/4" = 1'-0"
10 TOP OF FIN15N FIF'5T FLOOR REF. EL = loo' -o'.
S�2404
.PROVIDE GOF:NE�: REINFORCE(y'1ENT 5Ar2S PEti VET. II/5-�I
N55�,x�xl/� STEEL C,GLUr"1N
- 3.o FTC:.
5-3.1
FAMILY �Gor-I BATH
FGGT INC
FODTIN�=s SIZE
_.
�Oc7'rINCz fi:EINFOr�G�MENT
h'IARK
T
uJ x L
r-=,OTTDt"1
TOP
NDTES
LUF2.o
12
24" x DONT;
C?�) i�5 C �7N"C, UJ/ �5 � 24"
O.C. TRANS�fEF�6E
---
��
F�.o
IAC•"
3'-rZ�"x3'-o"
*� � 17" G.G: EA_ LUA'Y'
�5 � 12"
r
tftu O P
c
t
F.
� O Q z
W � I
Io' -o" 401_01 11-611
LQ
U ^`4
LQ
ax1& PIERNiNc,1
/ a
/ a �'
/� \➢G / t��_L
r O
o
Cl
/—(3) 2x45TUD
Not Vali(t V"thuut
- fit At r.
Q 07/14/2010
-o„ RONALD D. DEVLEN P.E.
401-00 FL. PROF. REG. NO. 49782
REVISIONS
WOOD FRAME WALL,
2x4 STUD
0 07/14/10
V INDICATES NOL [)-C)OWN _
FOF� 5NZAR WALL 5EC-Fr-'TENT POUND _AT �-�N PLAN
(E U5) PEtR DET, I/S-3.2
(DFORGENERAL 5TF?UGTUFRAL NOTES, SEE 51-IEET 5-1.1 ,
0 4" 51 A5 ON C -;FADE OVER [=REPARED 5UF,-CiRADE A5 SPECIFIED. R-1NFORGE SLAE3
wA/ ,XG__-UJ2.IXW?.1 WELDED WIRE ME_5N 'a CL OF 5LA5. PROVIDE o MIL POLYETI_4YLENE 5ARRIER
E�ETUJEEN 5LA'=5 AND 5UB-C::RADE. (5U3 -GRADE TO 5E TEFRC"IITE TREATED). W!ZrMZ'4 INDICATES LOAD-BEARINC-i INTERID�� WALL
ABOVE ('2x4 5TUDS 'a lam" OC:) DATE:
�DOTTOM OF WALL FOOTINC�FS, AND SOTTOM OF INTERIOR AND EXTERIOR PAD FOOTINGS SHALL ��/�=)/��I�
5E (I' -.o") MIN BELOW FIN15N CTRADE, U.N.O.
4 8" GONG. rJA50NRY STEM UWLLS: SCALE:
NOTED
REINFORCE °" CMU WALLS UJITN (1) '5 VERT. REINFORCING BAR CENTERED IN WALL -@ 43" O.C.
AND LADDER TYPE REINFORCING IN BED JOINTS AT Io" G�". FER THE G=NEF AL STRUG'TURAL DRAWN:
NOTES. L ADDER REINF. SHALL BE NOT DIFPED GALVANIZED AS FFR •✓ENERAL NOTES
SOLID CsROUT ALL GEL L5 OF STEM WALLS,
APPROVED:
F-7-:1 D �_�
O
ALL F) FO GAL AND HORIZONTAL REINFORCEMENT 5NA1 I E3E GONTINUOU5. LAP 5PLIGES 5' IA OI FOR <:: ENERAL STRUC_-TURAL NOTES, REFER TO
�>E A5 FOLLOLUS: SHEET 5 -LI. JUE3 N0:
5 5AR5 2'-0"
p, p # I � 5AR5 2,'-�° 2010-04-1
� eibT L �O ED IM I"'`��62I���I��� ����--N1CDA7 0NJ �����I # r�rRDVIDE 9U UES. STANDARD NDOK AT D15GONTINUOUS ENDS.
� _ _ ` i { SHEET I
5GALE: 1/4" = 1'-0" PF-',OVIDE SLArL,, CONTROL JOINTS FER DET. 0/5-3.1 LOCATIONS 5N0-14! FEF2 PLAN.
SCALE: 1/4" = 1'-0"
10 TOP OF FIN15N FIF'5T FLOOR REF. EL = loo' -o'.
S�2404
.PROVIDE GOF:NE�: REINFORCE(y'1ENT 5Ar2S PEti VET. II/5-�I
N55�,x�xl/� STEEL C,GLUr"1N
- 3.o FTC:.
5-3.1
FAMILY �Gor-I BATH
��cnF�ooM
��,
OPEN A��UYE
LIVING r�ooM
---
I
�
I
REF. EL. Ion' -o"
(3) 2x4 STUD
GONG..
LA)=3-
F?�.o FTC,
'-o"
�
I
GEICING.
�
C YF')
`
Cq
�
STEcL GOLl.1MN
F�i.o FTC:.
�[l
r-11=�1 I� LE (R
'
---
I
I
F�.�
rr r;
3
4
5- 3.1
17�_0��
4,_f��,
40,-0„
391-4"
� � C
( (
-- 0 - II M---) r- L, C-�) (---) r D f M M N, 1 r L -4 1 e I
5C,4LE: 114" = 1'-0,,
T INDIGATE5 NOLO-DOWN
FOR 5NEAR WALL C-)-MGMENT
(eW&) FDEF. L)F'r, ve3,2
WMIA- INDICATES LOAD-�EAFRING4 INTEF.?IoR WALL
5ELOW
5CALE: 1/4" = V -D'
NI (a � r 4- E' �):
0 FOR (3ENE��-4L STRUCTU1`4L NOTES, FEFEF TU
SHEET S-1,1,
7.0'-0" 20'-0" 2-0" ON
NEW FPAISED ROOF EXISTING TO REMAIN
U
PSL C=OLUI"IN44LLJ kr)
\! t a
LQ
LH
Fy
`\p
-A LLI
ILI
-I'-011 /
/ —
cv
a[)
� w
w
�3 1/2" 50. F'AP.ALLAM -
�,, - =5co UMN q
10
a
EXTEND IUOOD FPAP"IE WALL
FOf N=UJ F�AISED F -OOF
ADD 2x4 5TUD5 FULL HEIGHT
5ETWEEN 2ND FLOOR-AND POOFa 16" O.C.
tid
INDICATES HOLD-DOWN NOTES:
FC)F:" 5HEAR WALL SEGf"1ENT I. FOR CtENFPAL NOTES, SEE SHEET 5-1.1
l �' CSIUS) PER DET. 1/5'x.2 2. ROOF C-- EATI-IINCi 5NALL DE 15/32"
/ ..., f LY'WOOD OR 1/I�" APA F?ATED OSL3.
3. ATTACH SHEATHING PEP GENEF,AL
�. ..� NOTES AND PER ROOF 51-IEATHINC�
- — —
DETAIL C." gr
ROOF 5' ATI-I WGi: >, 4,
F?OOF DECK SHALL E?E 15/32" EXP05UPE I, C�-D PLYWOOD, APA F?ATED 32/Ie,,
OI: T/I O�>=�, EXi'OEl1f�'E 1, Af�A r��ATEC7 2.4/1 . ALL END JOINTS .'SHALL 15E
5TAC G.ERED 1/2 PANEL LENC=iTH IN AL TERNATING ROWS, LONG DIMEN510N
;,a ,ALL BE i`DERf=ENDIGULAR TO FR4[-11N.3. FA:.,TENEF�S FOR THE
W R7 cq
51--IEATHINC� al-IAL L L3;E A:j FOLLOUJS:
U51H NAILS Q ALONE-s .ALL F'='ANFL EDC-4-F5 AND
ALONCF LONCx:`INT) 2MElDIATE,'
F n SUFE—QFT.
U5� �� NAILS I O._.. �
���-.�cg= R & � 4TH Ir"N-It_� r_�=T I
SCALE 1/6" _ 1'-0"
rq
o�v
3 X4 II !G F-DL--AN �F4o
G, fi
'5CALE: I/4" 1'-0"
ds�
ti y
h
n0.
4
ti q
0.
-RR
�w
�o
S�2,*6
v�
fir!
�n
V
� o�
U U�
�
�o
NNQW
w � tea cn U A
� P-( V4
f
CSI
�aTEr~t* �;vLur�IN
ta.
�o o'
u1
N
o
r rn�
111
O
W
A
W
SLOPE 2:12
`r
N
5L OPE = 5:12
_
Nllt Vttlit �Vi:r`lvttl
fii_g atlture
07/C)�)/201 U
RONALD D. UEVLEN P.E.
FL: PROF. REG. N0. 49782
REVISIONS
DATE:
;GALE:
A�� N��1�E[::�
BRAWN:
/A\
APPROVED:
JOB N0:
;HEFT
7.0'-0" 20'-0" 2-0" ON
NEW FPAISED ROOF EXISTING TO REMAIN
U
PSL C=OLUI"IN44LLJ kr)
\! t a
LQ
LH
Fy
`\p
-A LLI
ILI
-I'-011 /
/ —
cv
a[)
� w
w
�3 1/2" 50. F'AP.ALLAM -
�,, - =5co UMN q
10
a
EXTEND IUOOD FPAP"IE WALL
FOf N=UJ F�AISED F -OOF
ADD 2x4 5TUD5 FULL HEIGHT
5ETWEEN 2ND FLOOR-AND POOFa 16" O.C.
tid
INDICATES HOLD-DOWN NOTES:
FC)F:" 5HEAR WALL SEGf"1ENT I. FOR CtENFPAL NOTES, SEE SHEET 5-1.1
l �' CSIUS) PER DET. 1/5'x.2 2. ROOF C-- EATI-IINCi 5NALL DE 15/32"
/ ..., f LY'WOOD OR 1/I�" APA F?ATED OSL3.
3. ATTACH SHEATHING PEP GENEF,AL
�. ..� NOTES AND PER ROOF 51-IEATHINC�
- — —
DETAIL C." gr
ROOF 5' ATI-I WGi: >, 4,
F?OOF DECK SHALL E?E 15/32" EXP05UPE I, C�-D PLYWOOD, APA F?ATED 32/Ie,,
OI: T/I O�>=�, EXi'OEl1f�'E 1, Af�A r��ATEC7 2.4/1 . ALL END JOINTS .'SHALL 15E
5TAC G.ERED 1/2 PANEL LENC=iTH IN AL TERNATING ROWS, LONG DIMEN510N
;,a ,ALL BE i`DERf=ENDIGULAR TO FR4[-11N.3. FA:.,TENEF�S FOR THE
W R7 cq
51--IEATHINC� al-IAL L L3;E A:j FOLLOUJS:
U51H NAILS Q ALONE-s .ALL F'='ANFL EDC-4-F5 AND
ALONCF LONCx:`INT) 2MElDIATE,'
F n SUFE—QFT.
U5� �� NAILS I O._.. �
���-.�cg= R & � 4TH Ir"N-It_� r_�=T I
SCALE 1/6" _ 1'-0"
rq
o�v
3 X4 II !G F-DL--AN �F4o
G, fi
'5CALE: I/4" 1'-0"
ds�
ti y
h
n0.
4
ti q
0.
-RR
�w
�o
S�2,*6
CSI
�aTEr~t* �;vLur�IN
ta.
�o o'
u1
r rn�
111
SLOPE 2:12
`r
X l l
5L OPE = 5:12
_
T/WIN NL)
FE=, EL.�IIo'
REAFP.
Exie)rNG
SCALE: 1/2°= P -O'
01 FOF� CENEFP-AL D'TRLUCTUF:,4L NOTES, FR'EFEFF, TO
5NEET 5 -LI,
FF?ONT
V
® �
U Oho
c7 U
Lw -
W
�jm1n�W
w
CD
Pq
P4
ujQ
N --I
I�
W
�
N
®
C� v)
Not Valid it Pout
seal r r,:
07/14/2010
RONALD D. DEVL.EN P.E.
FL. PROF. REG. NO. 49782
REVISIONS
Ol
01/14/10
DAM:
01/09/2010
SCALE:
A-5 NOTEDE
DRAWN:
E
A 31>
APPROVED:
JOB N0:
_2010-04-1
SHEET
S�24o8
E
T/SECOND FLOOF)
REF. EL. = 109'-, 1/2"
T/U)IN H -DR
QEF, EL. = 11o' -F"
�T/FW FLF
FIEF. EL. = loo' -o°
- T/SECONL) FLOOR,
--- ---------------
--- l REF. EL. = 109'-� 1/2"
T/UJIN NDP
6CAL E-. 1/4"= 1'-O
T/FIN FLFrjh
F --'EF. EL. = loo' -O"
kT/SECOND FLOOR
REF. EL. = 109'-0 1/2"
_ T/IUIN I-IC:�F?
REF, EL. = Ilo'-,3"
�T/FIN
FLS?
PEr. EL. = loo' -o"
f7NICN:
SCALE: 1/4"= I' -o" OI FOP �iENEPAL STPUCTUPAL NOTES, F�EFEF? TO
SHEET S-I.L
(9
■
IT/FIN FLP,�
REF. EL. = 100'-0"
SCALE: 1/4"= 1'-0"
•,T/FIN FLF.-,
'-IFF,EF. EL. = 100'-0"
SCALE: 1/4"= l'-0
_�T/UBL TOP PLATE
FEF, EL. = Il -1'-0 1/2"
- J/SECON1=D FLOOR
EL 172-7
J,T/FIN FLF:
F -.EF. EL. = 100'-0"
NOTES'
LFT (I' I � _ T � I SN
Ol FOR r:cENEF�AL S'1'f:UGTUI�AL NOTES, f?EFEF� TO
SCALE: 1/4„= 1'-0" SNEET 5—LL
r
V
g
u
OQ
C7 U
LU
ka
d N N Q 6
cnmUQ
.P
V
Z
M0M iii
F�1
Lu
W
a w w 44
W
N
w
A
Q
o
Not
al d V' 1"ut
Se l�remi
vro
07/09/20-10
RONALD D.
FL. PROF.
DEVLEN P.E.
REG. NO. 49782
REVISIONS
l
DATE:
07/09/2010
SCALE:
AS NOTED
DRAWN:
APPROVED:
J0E3 N0:
2010-041
SHEET
Wp
_> I/2 "x14" LVL
WALL
2x10
FL0C)R
JOISTS
SCALE: 1/21' = 1'-0" — —
NEW 15/32" FLYWOOL-)
SHEATHING
/--EXISTING 4 BEARING WALL
W/ 2x4 STUDS @ 16" O.C.
RETAININC:c WALL
SCHEDULE
III III
IIWI1
115FII
41.011
3-1011
4011
T
W
2'-0"
11_a"
4011
NEW T 2xr 51LL "5 CONT.
C -3-I I WALL
� II (TYPJ
• SOLID GROUT
FINISH C: RADE
—EXIST FLOOR VAF?IE5
JOISTS @ 16" O.C.
z E-1 I
�111---
T/FrwG
iT
~ �l
I W,I
- "�74R P`1470c- =
2.
CS.J - INDICATES CONSTRUCTION JOINT METAL KED"UJAY- FORMED
NOTE: 5YFASTENING KE 7" TO
%X& -WWF NOT TO RUN THFRU I FORM. ( 0
KEYWAY.
T/5LAD- I
SEE FLAN ! x x X I'
SEE PLA (0 AVAiLAE',LE KEYS MA`T' VAR'r KEYWAY CAN
ALSO E'E FORMED W/HALF-FOUND MAT. OF
APPROX. TI -IE SA11E DIMENSIONS,
TENSIONS.
CJ - INDICATES CONTROL JOINT --- ------------ I
T/SLAh 1 1/4" I
SEE PLAN x x L ix l>
`l `l
SEE PLAN
NOTE: CONTROL JOINTS MU. )T BE SAWCUT AS SOON A5 AGGREC:TATE
DOES NOT DISLODGE (SHALL BE NO MORE THAN 4 TO 0 HOUR5
AFTER CONCF?ETE NAS E3EEN PLACED). f:)LAC:E C:,J,'5 A5
RECO(" (MENDED ON FOUNDATION PLAN SI -LEETS OR AS SPECIFIED
PER GENERAL NOTES, SHEET 5-1,1.
r c 4L_ J C -D I N, I T ckb)
12xl2x8 CMI.
loxl�xp� CML
SOLID GR(
E NOTE 3
RAILING NOT
SHOWN 4'-
0" LONC--F
-CONC. PATIO 14 �@ 18" Or
SEE PLAN W1 STD HOOK
#5 DOWELS '@ 5f'AC INCx ISP":
2" CLEAR TO SOIL
(REFER TO RET. WALL SCHEDULE)
OLIANTITI" ✓4RIE5 4t5 `D 18 O.G.
#5 12" oC. C1VIA-i BE 01`11TTED
FOR.IIWII = 31-0'1
GR LESS) /
RETAINING WALL NOTES:
10" _
U I. INCLUDES 2' LL SUFIC "1 14Rr E.
2. CI-IANC;ES JN FOOTING:
WII DEPTH AND WIDTH TO BE
LOCATED E31' THla CONTR.
3. 114 NOOK i34F,, MAY BE OI`11TTECD
WHEN IIH11 DOES NOT EXCEED
TI
31-0"
? BEAi�i
=LOOP JOISTS
),C.'. W/ SIMi=:SON
)N HETA12
DBL 2x12
o" x 12" FOOTER
`5 BAR EA. WAY
NOTES:
I. PROVIDE MATCHINCr CORNER BARS FOR ALL HORIZONTAL REINFORCING AT
INTEFRSECTION5 4 AT CORNERS OF ALL FOOTINGS, THICKENED SLABS ON GRADE,
WALLS, COC: BEAr-15, AND CONTINUOUS BOND BEAMS/TIE 5EAl'iS, U.N.O.
2. CORNER BAF SIZE, SPACING AND LOCATION SAME A5 HORIZ. REINF. LAP SPLICE
ENGTH AS SPECIFIED PER TABLE IN GEN, NOTES.
LAP 51' ICE
DO
- - SINGLE MAT - 1
C0FRNER I N T E E ric)N
CORNIER R91NIPORCMENIT
TYPE
BASE PLATE
ANCHOR BOLTS
NOTES
ipl0• HOOKS
A
E3
T
W
E
NO.
_
DIA.
L,�
Lei
T1"PE
3 u
NSS 3x?>
10"
10"
3/4"
I/4"
1 1/2"
4
5/P,'1�,"
s�
4 1/2
H Or? F�
"
NOTES:
I. USE OF BOLTS W/ UPSET / FORMED THREADS ARE NOT ALLOWED
2. SET ANCHOR E3OLTS WITH STEEL TEMPLATE
3. EPDXY ANCHORS (3/4" DIA. THR'D ROD, � 3/4" MIN. EMBED, SIMP5ON
"SET" ADHESIVE 1-1AY BE SUBSTITUTED FOP, C.I.P: ANCHOR BOLTS).
i
STEEL COLUMN { �
SSA OR LH "�
LHSCHEDULE
SEE CU ----- --- ------
(1_
SECTION E� TOF OF
T rl�
FOOT INC -
TS COL.UP-IN
(SEE FLAN)--/ All
ScCTION
1
�1\_ALLTERNATE ANCHOR
BOLT T'1-'F'E IINII
ANCHOR BOLT TYPE "P" W/
PLATE 5/8X3>,3 W/ (3) HEX NUTS
(TACK WELD)
ELEVATION VIEW
&TANEDA��) FSE INF. �40cX 5(_ H- EEDULE
RECGr'IMENDED END ALL GRADES
BAR SIZE
db
FINI51-1EL7 BEND
DIAMETER, D.
ipl0• HOOKS
90• HOOKS
A OR Ci
J
A OF? G
it -3
2 1/4°
5"
,>II
611
1k4
3 u
Oil
�} it
0"
QAA�W
i
BASE PLATE 4 ANCHOR
SEE PLAN.
s�
4 1/2
all
"
II -o" _
5 1/4"
101,
iII
11-211
S) DETAILING HOOK
-(j DIMENSION ' A, OR G
2 1/2" MIN.
100 DEG. 1_400K5
DETAiLINe
-6k) DIMENSION '
t v
-� )
U -G
<( c a
90 DEG, kJOOK5
C_J I
(_.�D b2�Mik-_EL C OLLIM�,� f�_300TINIG, (_ 22)
r ♦�
�/ In
STEEL COLUMN 'SEE PLAN
,t
FOR 51ZE 4 LOCATION
COLUMN, BASEPLATE,
U
I
FOOTIN�s
7
uV C7
SLAB ON GRADE
QAA�W
i
BASE PLATE 4 ANCHOR
SEE PLAN.
!
eOLTS (SEE ANCHOF'
BOLT / ANC kHOR PLATE
�N
I
SCHEDULE)
A
FIN GRADE
PER PLAN _U=11i� _
� H w
4• °
fll it - Ti-
W
°
I
O
_TTl�ffl._iil_
a"
I
E
C
iJ(l
ITL_fll__TIL_
N,e vattd w twit
5,mi nr'
yI/ �
07/09/2010
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 49702
REVISIONS n
G
u
4
4
4
T/FTC.
°
I
n:
c,
ELEV.
S!
07/09/2010
SCALE:
I�
I
L-
a
PER PLAN
F
APPROVED:
I" I-IIN NON -SHRINK
JOB NO:
i-
j C
2010-0-4-1
SHEET
r
z
GtR0UT.
S�3el
�s
W II
311 GLI?.
( TYP.)
ALTERNATE
A3� THREADED ROD ANGHOF?
°FII FOOTING - SEE PLAN 4
BOLTS 114'i' BE DRILLED 4 EPGX'-i-
SCHEDULE FOR LOCATION,
GROUTED TO MIN, EMBED. OF C-, 3/4"
SIZE AND REINF.
INTO FOOTING CONCRETE,
(_.�D b2�Mik-_EL C OLLIM�,� f�_300TINIG, (_ 22)
r ♦�
�/ In
,t
U
�O
t7 U
uV C7
Q
QAA�W
�-•
��oz
pqUJ
�cj �Il
�N
A
N
� H w
�w
W
O
I
I
E
C
iJ(l
N,e vattd w twit
5,mi nr'
yI/ �
07/09/2010
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 49702
REVISIONS n
G
u
4
4
4
R
Ca
E-
n:
c,
DATE:
S!
07/09/2010
SCALE:
DRAWN:
a
F
APPROVED:
FDD a
JOB NO:
j C
2010-0-4-1
SHEET
r
z
S�3el
�s
r �
V �n
g
V o
�
LU
N o
mIn In W
W
NNAW
� <�cnUA
0
ZZ
x �
LU W
�
-�awww
uj
J
LIJ�
Q�
w�N
w
� w
Q
L
C
C
L
G
'c
5
p
a
p
C
C
lC
II�nr t re
07/09/2010
RONALD D: DEVLEN P.E.
FL. PROF. REG; NO. 49732
REVISIONS
w
w
w
x
ro
w
a
w
x
w
ti
w
w
J
U
ti
DATE:
U
w
0-1/09-/2010
N
w
a
SCALE: A��
NOTED
x
w
DRAWN:
F
APPROVED:
x
w
JOB NO:
w
2010-041
;
w
SHEET
S�302
n
n
T/P00F,,-6h
REF. FL. = 11V-4
T/5ECOND FLG)C)F.,/-ik
REF. EL. = 109'-o
1 T/UJIN N4DF-��-�k
REF. EL = 110'-8""�
T/F IN FLP` -
EL. = 100' 0"
5R x I k T I KI G LT P T �2') I L=11 2 �111 7-4 T I 1 0 N11
&C,-/-\LE:1 1/4"= 1'-0`
X I ST I NC -;g I G H
S( --ALE: 1/4"= 1'-0"
_I�T/FIN FLP.
REF. EL. = 100'-01'
)T/r-,:,'OOF
4 Il/lo"
T/5ECON�D
1/1,,-
-�T/5ECON� FLOOD
REF, EL. = 109'-ro 1/2'
_�T/WIN HL)R
, F1.).EF, EL. = 110'-0'
SCALE: 1/4"= P -o"
•
--------- - --- - - -------
- - -
-------
T�T�o�T
F-7
L/17
I[
e—
ujcaan
r-
u u u
FT 11 u
FU FO
9 Fo
u
LQ
SCALE: 1/4"= P -o"
5( -ALE: 1/4"= I' -o"
EL, = 11a'-.4 11/16"1
T/F)ECONL-) FLOOR
F,,F=F- EL. = 109'-,o 1/2"
TAUIN k4DR
R 110
EF. EL.
�T/FIN FLF,
EL. = 100'-0'1
T/F-OOF
-JJ)T/SEC0NLD FLOOR
'-FF.:,,Er-. EL. = 1o':Y-,- 1/2"
.PREF.
TAUIN HD)F1 HL. = 110'-0"
_g[J/FIN FLF
'--rFfF, EL z 1001-011
lO FOR GENEPAL STRUCTLIFAL NOTES, REFEF, TO
SHEET 8-1.1.
I
•
u u u u u u u EE.�'
t-4
T�T�o�T
F-7
L/17
I[
ujcaan
r-
5( -ALE: 1/4"= I' -o"
EL, = 11a'-.4 11/16"1
T/F)ECONL-) FLOOR
F,,F=F- EL. = 109'-,o 1/2"
TAUIN k4DR
R 110
EF. EL.
�T/FIN FLF,
EL. = 100'-0'1
T/F-OOF
-JJ)T/SEC0NLD FLOOR
'-FF.:,,Er-. EL. = 1o':Y-,- 1/2"
.PREF.
TAUIN HD)F1 HL. = 110'-0"
_g[J/FIN FLF
'--rFfF, EL z 1001-011
lO FOR GENEPAL STRUCTLIFAL NOTES, REFEF, TO
SHEET 8-1.1.
I
•
u
du
ujcaan
1n ,n W
u
LQ
1\.Iot (fil I I thurit
."ai i "I
I", I lift,
08/13/2010
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 40782
REVISIONS
IO
07/14/140
oa/13/10
DATE:
01/0r)/2010
'S) C A L E:
AF) N C-) T E D
DRAWN:
APPROVED:
FREE)D
JOB NO:
2010-04�
SHEET
S�24o9
I
T/FIN FL1
REF. EL. = look' -off"
i
T/F ROF'OaELD f OOF,-�_
>�UED LEFT (SOUTH) tt!L \ A- f ON
_�T/F lP
F?EF
.J •,T n r�nnc
:SCALE: 1/4`= I' -o"
T/F7F?Of�G'�EC7 FOOF
f?EF, EL. = 12Z' -o II/1„”
�DQT/L TCF- F -LATE
F?EF. EL, = 111'-0 1/2"
_J 1T/5ECONC7 FLOOF-
rrREF. EL. = 109'-(v 1/2"
5CALE: 1/4"= P -O"
OFOF" GENERAL ��TIIUCTURAL NOTES, F:EFER TO
SHEET S-I.I.
T/FIN FLF•'
F?EF. EL. = loo' -o"
(9