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TABLE 505 PLLWJED-2 STOR 15,15,500 S,F,PER FLOOR
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(TWO STORY BIALDIN6 200% IWMA51�-46,500 5,1J
ACTUAL:BULMNG(TOTAL BUILDING) 44,426 6RO55 S,F.
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II II #4012" O.C. x 2'-0' 12' MINIMUM LAYER OF COMPACTED STRUCTURAL FILL
EXISTING CONCRETE MIN. 6" INTO EXISTING �»
II 1 II SLAB TYP ALL EDGES 3. B.F.E. INDICATES BOTTOM OF FOOTING ELEVATION. "B.F.E INDICATES BOTTOM
SLAB TO REMAIN II II OF FOOTING ELEVATION TO MATCH EXISTING ADJACENT FOOTING ELEVATION. Z
4 ® REMOVED
�1
INDICATES THAT EXISTING CONCRETE SLAB SHALL BE SAWCUT AND REM
.. ..., � AS REQUIRED TO INSTALL NEW FOOTINGS. REPLACE WITH NEW F1
" • ' ' ' ' CONCRETE SLAB TO MATCH EXISTING, UNLESS; � �L NG, U OTHERWISE NOTED. �
_ U
I i-I i I t p .. '•. :•' '•:' :' /� I-I . A INDICATES HSS4'x4•x5/16" STEEL COLUMN WITH 10"x3/4•x10• BASE PLATE O
FTG WIDTH :'d / II-1 5O ON 1f4' LEVELING PLATE ON 1" MINIMUM NON-SHRINK GROUT WITH
=1 I :.•'MIN.:..: -1 I I- (4)- NO X 1'-4" ADHESIVE ANCHORS WITH 10' MINIMUM EMBEDMENT.
.';
^ter I I -III
#608 O.C. TRANSVERSE
_ _ _ 6. OB INDICATES HSS4 x4 x1/4 STEEL COLUMN WITH 10 x3/4 x10 BASE PLATE
#6012" O.C. X 2'-6' DOWELS - I I- I I- I I I ''<'.` ' ,' _ �-III=III-I I-I ON 1 4' LEVELING PLATE ON 1" MINIMUM NON-SHRINK GROUT WITH U z
EEPDXY ADHESIVE 8" MIN INTO 111=1 11=1 I I=III Z' ' =I I=1 I=1 I=1 I (4)-�/4'0 X 1'-4" ADHESIVE ANCHORS WITH 10" MINIMUM EMBEDMENT. O
EXISTING FOOTING - TYP. I q
#608" O.C. EACH WAY BOTTOM - BOTTOM OF EXISTING COLUMN V \ N
FOOTING VERIFY ELEVATION IN
O
NEW COLUMN FOOTING FIB - FICA O O
FOR SIZE SEE PLAN 2'-0' 1'-0. F� Q u ILV ` SCHEDULE U �
AND FTG SCHEDULE UNDERPIN EXISTING FOOTING WITH NEWtm
MIN. MIN. CONCRETE FOOTING EXTENSION
TYPICAL SECTION AT EXISTING BUILDING COLUMN FOOTING DESIGNATION SIZE - W X L X D REINFORCING
(EACH WAY - BOTTOM) pOJ�C1 #12110
F-3.0 3'-0' X 3'-0" X 1'-4' 4-#6
VTEWOR COLUMN FOOTING
F-3.5 3'-6" X 3'-6» X 1'-4" 5-#6 SZEWCZAK Assoc[ATES
SCALE- 3/4" r 1'-O» S 1 1 �• `-ti� CONSULTING ENCINEERS
F-4.0 4'-0' X V-0" X 1'-4" #808 { AVON PARK NORTH
200 FISHER DRIVE
1.
v AVON,CT 06001
< 'TEL: 860.677.4570 I
FAX: 860.676.0814
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STRUCTURAL GENERAL NOTES
•
A. GENERAL
tdl
1. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION
AND DETAILS. ALSO, SEE SPECIFICATIONS.
2. THE STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE I � C)
CONSTRUCTION OF THE BUILDING HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE I v
PRIOR TO TOTAL COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.
JOBSTTE SAFETY AND CONSTRUCTION PROCEDURES ARE SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR. LACK OF COMMENT BY THE ENGINEER IS NOT TO BE INTERPRETED AS
b
APPROVAL OF THOSE ASPECTS OF WORK. I it 11 1 Ex. 110 11, O.C. 1. 1. 11
B. DESIGN AND LOADING I j !
1. ALLOWABLE UNIT STRESSES AND DESIGN CRITERIA ARE IN ACCORDANCE WITH THE FOLLOWING:
A) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AC1 318 3 U
B) SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF
STRUCTURAL STEEL BUILDINGS" AISC 1989.
C) "STATE OF CONNECTICUT INTERNATIONAL BUILDING CODE 2003 + CT AMENDMENTS. Ij
S
2. LIVE LOAD: i O
A) FLOOR WE LOADS -OFFICES 50+20psf
n It, i o
3. ALLOWABLE PRESUMPTIVE SOIL BEARING PRESSURE: 1.5 TONS/SF i - - - - - - ' - - - -
4. DESIGN STRESSES AND MATERIAL: � 110
z
11 v
A CONCRETE 128-DAY STRENGTH, NORMAL WEIGHT) 3,000 PSI 2x 0 6" C. fix. 2 16" O.C.
B REINFORCING STEEL ASTM A-615 FY = 60 KSI
C WELDED-WIRE ASTM A-185 FY = 60 KSI B B
D STRUCTURAL STEEL ASTM A992 EW 10
E STRUCTURAL WIDE FLANGES ASTM A992, GRADE B - - - -
F STRUCTURAL STEEL PIPES ASTM A-53, GRADE B FY = 35 KSI 11 11 it 11 it it n n I r1 11
G STRUCTURAL STEEL TUBES ASTM A-500, GRADE B FY = 46 KSI - - - r II a 1: n u
II 11 II it II 11 II II II II S2 it II II
H BOLTS: 3/4 - INCH DIAMETER ASTM A-325 ++ n II n n 11 a II a II n n
I STRUCTURAL LUMBER DOUGLAS FIR NO. 2 I II 11 11 11
Q1 0 11 II II II it II 11 li II II II it 11 m�
1P� n II 11 n n n n I1 r n I u o11P''
C. FOUNDATION Oil I1 u u 11 11 u 11 n/�,l
j } I(�TINppIB AND1 i Nl11. ALL FOUNDATION EXCAVATIONS SHALL BE TO REQUIRED ELEVATION OR n n n CQ(uMN11T0 RE�{OVEd1 + u
UNDISTURBED SOIL ALL FOUNDATIONS EXCAVATIONS SHALL BE TO 11 II n I (S�E N(TE #�, n n vi 11 a 11U 11 ' EXISTJNG IOX2 ) I+ 11 II II 11 I U' 11 II IISOUND GROUND. XIST G Ox2 1.1 u u u u u u 3 u u u (EX TING W10- --------
---' _ -
2. STRUCTURAL FILL SHALL BE APPROVED STRUCTURAL GRAVEL COMPACTED - - n--n--n
IN 8" LAYERS TO 95% OF MODIFIED OPTIMUM DENSITY. CONFORM TO q n u n u u u ii1 rl N It
" " JII A I 'i it it 11 II II ° V II II II I B I
CONNECTICUT DOT FORM 813 SECTION M.02 GRADING C . S1 EXIS NG II it n u n n n II n n
11 1 I n n u I 11 n
2.1 ] BEL MOT D ii n
D. CONCRETE WORK AND REINFORCING �' 52.11
II 11 It II II 1 11 II II it II II "
1. PROVIDE MINIMUM OF 2 INCHES COVER AROUND COLUMN BASE PLATES, I 5" 1 n �0 CLEAR n n 5 0
1 11 II II Ii I S{
I., I 11 II d I 11 ,E l: .I DWGS�i It 11 II 11
2. REINFORCING TO BE LAPPED 36 BAR DIAMETERS AT ALL CORNERS, Ex 2x1 " 0., . ❑_ u u u I I 1 11 n u 11 11 n `J` w
SPLICES, DOWELS, ETC. i 2x 0 O 6" A.C. �'
O II II II II II I II I II I; 11 it 11 m x. 24110
i II II it II II II it II 11 i1 II it �11
o n 11 n 11 n n n n I! n o 16" .C.
N I II '1 i1 II II II II 11 I II !I 11 11 3. AIR-ENTRAIN ALL EXPOSED CONCRETE. I ZI� v
I IR c� II II 11 + it 11 11 II I it 1 11 11 z11 . O
it II II 11 II it 11 11 II II 11 II 11 II II
4. THE GENERAL CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS, n u n n 11 n 11 n 11 n n 1+ 11 n Z
11 it II II II 11 11 11 II 11 11 11 11 II
INCLUDING DIMENSIONS AND LOCATIONS, OF ALL OPENINGS, EMBEDDED II 11 11 II II 11 It 11 II 11 11 II 11 11
II II 11 II II �(�,T q� p�r,�,{ I ITEMS, ETC., FOR MECHANICAL AND ELECTRICAL TRADES. -U114r.IN 1 B AND z
II 11 II II II , I II :� II II II
u n n C UMNIITO RE�10VEd1 n n ��tl\�u�
5. COVER FOR REINFORCING: A lI (S�E NOTE #!) 11 1+ u n \J I O O O
XIST G Ox2 EXIS NG 10x2 II n n u II II u I I u Z
A CONCRETE PLACED ON EARTH 3" ) u- -u - u -- u -u-- u -u---u -u --u-- u - -- u --u (EX TING W10
B FORMED CONCRETE EXPOSED TO GROUND OR WEATHER: 1-1/2" n n n n 11 ii 11 1i n n n n ETi
C FORMED CONCRETE NOT EXPOSED TO GROUND OR WEATHER: 3/4" I 1mHn II 11 11 11 n II I S2 m +1 Sly O
10� It it II 11 li II 11 11 11 i �tr+ °
St EXIS AN n n u n rl u n 11 S21 I 11
21 COL N T u n n 1! n n n I u O
II .I " " it ' 11 " 11 " " PART SECOND FLOOR FRAMING, PLAN NOTES:
E. STEEL BE MO D 'cs ,: � NEW W10 ' � z FRAMING � z
1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN
ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS B B 1. G.C. SHALL VERIFY ALL EXISTING CONDITION, ELEVATIONS, DIMENSIONS, ETC.,
FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL Ex 2x1 @ " U. . ( I IN THE FIELD PRIOR TO PROCEEDING WITH ANY NEW WORK. NOTIFY ENGINEER (� /
" " I 1 x. 2 10 1 s" D.C. IMMEDIATELY OF ANY DISCREPANCIES FOR FURTHER INSTRUCTIONS IF REQUIRED. 1 FOR BUILDINGS".
2. FABRICATE AND ERECT ALL BEAMS WITH MILL CAMBER UP. 4_,JI/2x 16 10 /4" N I j 20' 10° I 2. TOP OF EXISTING BUILDING SECOND FLOOR SHEATHING IS AT ELEVATION 108-8'f.
(ELEVATION 108' 6"t IS +8' 8 f ABOVE FINISHED FLOOR ELEVATION 100' 0't.)
3. PROVIDE WEB STIFFENER PLATES FOR BEAMS CONTINUOUS OVER
COLUMNS OR BELOW SUPPORTED COLUMNS. N 3. BOTTOM OF EXISTING SECOND FLOOR STEEL BEAM IS AT ELEVATION 107'-7"f (VERIFY IN FIELD).
4. WHEREVER WELDING IS EMPLOYED, EITHER IN FABRICATION OR ERECTION i 4. TOP OF NEW STEEL FRAMING SHALL MATCH EXISTING ADJACENT STEEL ELEVATION, ` \ \
ALL SUCH WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN UNLESS OTHERWISE NOTED. 1
COMPLETE ACCORD WITH THE "STRUCTURAL WELDING CODE - STEEL' OF THE AMERICAN WELDING CODE. 5. SAW CUT AND REMOVE EXISTING SECOND FLOOR CONSTRUCTION AS REQUIRED AT NEW
5. PROVIDE SHOP COAT OF PAINT.
SHOW ROOM/CONFERENCE OPENING. SHORE EXISTING FRAMING SYSTEM TO REMAIN
AS REQUIRED UNTiL NEW STEEL SUPPORT SYSTEM IS IN PLACE AND FULLY SUPPORTING
6. SUBMIT SHOP DRAWINGS, INCLUDING LINTEL SCHEDULE AND SHOP PAINT. EXISTING FRAMING SYSTEM.
F. FIELD MEASUREMENTS 6. O INDICATES HSS4"x4'x5/16" STEEL COLUMN WITH 5"x1/2"x'►" CAP PLATE.
1. CONTRACTOR SHALL VERIFY THE FIELD ALL MEASUREMENTS, PART �E COOO NDD FL00R F�i A�- �/y1IW G� LAN
CONDI-
TIONS AND ELEVATIONS NECESSARY FOR HIS WORK AND SHALL ASSUME 7. OB INDICATES HSS4"x4"x1/4" STEEL COLUMN WiTH 5'x1/2'x8"(OFFSEn CAP PLATE.
RESPONSIBILITY FOR THEIR ACCURACY.
SCALE: 1/4' = 1'-0"
OF BEAM AND 5" 20'-0"f CLR OF BEAM AND 1 5" 21'-O"t CLR
COLUMN BEYOND I SEE ARCH'L DGS COLUMN BEYOND I SEE ARCH'L DGS \\\\\
EXISTING SHEATHING OF BEAM AND I
ELEV. = 108'-8"t 1 COLUMN BEYOND SAW CUT AND REMOVE EXISTING
z+1 FLOOR FRAMING SYSTEM AS z+1 SAW FLOOR T AND REMOVE
EMIXASSTiNG
+B'-6"t A.F.F. =10^o REQUIRED AT NEW FLOOR OPN� H^- REQUIRED MI NEW FLOOR OPN
(VERIFY IN FIELD ~ I w SEE ARCH'L DRAWING FOR ADD L to
I S Q
'` REQUIREMENTS - TYPICAL NEW STEEL SUPPORT IF w SEE ARCH'L DRAWING FOR ADD L
o d BEAM (W10X22) x o d REQUIREMENTS - TYPICAL
EXISTING STEEL SUPPORT cs -Z TYPICAL N_ +T z NEW DBLE 2x10 WD
EXISTING WOOD I BEAM (W10) TO REMAIN z ° O EXISTING WOOD z ° o EXISTING WOOD FLOOR JOIST DECK
BOOR SHEATHING TYPICALm FLOOR SHEATHING NEW 2x12 WOOD co FLOOR SHEATHING SUPPORT - TYPICAL
TO REMAIN - TYPICAL + TO REMAIN - TYPICAL FLOOR JOIST DECK �S� TO REMAIN - TYPICAL
O
SUPPORT - TYPICAL
++ +1 u: EXISTING 2X10 WOODs� - -- ==k=I= s�_- --
ST
REMOVED I- TTYOPICAL * > 10LL
1 Ifll IIII z
EXISTING FLOOR JOIST SOLID WOOD FILLER U
HANGERS TO REMAIN 8,+I� NEW JOIST HANGERS AT NEW BEAM WEBS *u
5 I d EXISTING 2X10 WOOD AT FLOOR JOIST TO 1,LL EXISTING FLOOR FRAMING
TYPICAL FLOOR JOIST TO REMAIN m•I d REMAIN - TYPICAL WITH 1/2 0 THRU-BOLTS I d NEW 5 x1/2 x8 CAP
TYPICAL w o_;+ AT 24" O.C. TOP AND m II PLATE ((OFFS WELD SYSTEM TO BE REMOVED
" " • i BOTTOM - TYPICAL - o . TO EXITING BEAM I TYPICAL N
NEW 5 x1/2 x10 CAP NEW 5"x1/2"x8" CAP , '^ B/FLANGE - TYPICAL
m w.. PLATE - WELD TO NEW HSS 4"x4' - FOR m .+. PLATE OFFS WELD " m +
NEW HSS 4 x4 - FOR S�
EXISTING BEAM BOTT. REQM'TS SEE PLAN AND TON SUPRT BEAM REQM'TS SEE PLAN AND NEW WINDOW WALL � O z
FLANGE - TYPICAL I COLUMN SCHEDULE B/FLNGGE - TYPICAL COLUMN SCHEDULE NEW HSS 4 x4 - FOR SYSTEM - SEE ARCH L U O
1 REQM'TS SEE PLAN AND DRAWING FOR ADD L
TYPICAL TYPICAL COLUMN SCHEDULE REQM'TS - TYPICAL U
TYPICAL
NEW
NEW COLUMN 15" 1 20'-0°t CLR NEW COLUMN 5" 21'-O"t CLR pplo jFc #12110
SEE ARCH'L DGS SEE ARCH'L DGS
TYPICAL SECTION AT EXISTING BUILDING BEAM TYPICAL SECTION AT EXISTING BUILDING BEAM TYPICAL SECTION AT EXISTING BUILDING BEAM SZEWCZAK AssocTATes
\ CONSUC!'ING ENGINEERS
D��f C V �OoV SUPPORT
C�OI�M�/l�l $� ��I�CG �OoG �MPI�OoG3� CC�Oof�M l�l S2 D�ITCV �OoV SMPG�OoMT C�OoL�MM�I S3 �y
AVON PARK NORTH
200FISHERDRIVE
SCALE: 3/4" 1'-0'
$Q, SCALE: 3/4 m 1 -0 S2, SCALE: 3/4' - 1'-0' $2"1 AVON,CT 06001
N TEL: 860.677.4570
FAX: 860.676.0814
(ell sawenkamcistes.com
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59"-4111 IB" MIN,LENGTH GPAP PAR O
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29 MINIRNOa 27u MIN.KNEE CLEARANCE 42" MIN,LENGTH CRAP PAR
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FACE DETWEEN CM PAR& z
PROXCiING MJECf5 PELOW TO DE O
40"MAX,FROM FIN&FLOOR 11/2 MIN,
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TO TOP OF FIN15H FLOOR 1 MOVE PIN15H FLOORTO1LEf PAPER P15PEN5ER �
34" MAX,FROM TOP OF SINK 33" MIN,TO 36" MAX, 1 33" MIN,fO 36" MAX.
TO TOP 0r FINi I FLOOR MOVE FINISH FLOOR PROVE FINI01 FLOOR
I8" N
IN, " MIN,FROM FINISH FLOOR
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I,GENERAL CONQMONS M,6 MIL,VINYL VAPOR PARRIEF ON THE WARM 5111E OF ALL NEW WALL 10.5PECIALTIE5 •
A.TFE LONiRPOfOR'S AND TFE SLDCONTRPCTOR'S WORK BALL COMPLY WITH 2-
TO DE 51,FFLIED& IN%A1E17 DY GENERAL CONTRACTOR, A,PREMAN FACi 12 INTERIOR WALL5 AND DOOR 5Y51EM5
APPLICAE'a STATE,FEDERAL AND LOCAL COE5 A5 JUDGED DY THE PERTINENT H.EXTERIOR 5119IN6 I.SLIDING DOOR COMPANY OF NY,212 213 9350,ALUMINUM FRAMED SYSTEMS
1-ID C2IS AS WELL AS COMPLY ILPI THE F01-LOWING CODES; I,E,I,F,S, EXTERIOR INSLLAiION FINISH SYSTEM.�NEpGY "SENERFLEX SECONDARY WITH GLAZING, 5EE FLAN5 FOR LAYOUT, IN5fALL IN5%LA110N f0 CONFORM f0 �
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2,COMP PPAMT CODE UC'n N MAN RIGID IN 11 ATION, 5HG?PPAWN65 FOR APPROVAL, COMINATE INTERIOR PRA 12 WALL FLACEMENf O 3,WOOD FRAME CONSTRU TION MANUAI 2001 2,5TONE VENEER-4" LEDGE 5fONE VENEER WITH DRY-51ACK JOINTING,PROVIDE WITH MODLI,AP.505, v
P,GENERAL CONTRACTOR MALL PE M5PON501LE FOR ALL FM5 AND PERMITS MRAN WRAP 5Y5TEM, L,KIfCHENEfTE
ASSOCIATED IMTN THE PROJECT, I,INSILAIE A5 F01 LOWS; I,CADINET5- PLA51C LAMINATE LNIf5 WITH FLU51 PANEL DOOR5-KRAPTMAID OR
C.THE GENEP.AL CONTRACTOR SiAI-L LE RESPON5IPLE FOR JOL AND SITE SAFETY& �
I,PIDERGLA55 DAff IN51AT10N;OWEN5 CORNING MFG. APPROVED EQUAL,5EE ELEVATION5
SAFETY pRORX C AND SfPNQAR05, a,WALL5-Rig,6114" LN-FACED FIMMGIMA55 IN5LLAilON WITH 6 MIL VAPOR 2,&k%C LAMINATE COLNfER TOp WIM 4" PALK5FLA%,5EE ELEVAIION5 � O
M,THE GENERAL CONTRALTORW L PROVIDE ALL LADOR,MATERIALS,ANDMVICES C.SfAR PINII _2
TMf ARE NECE55ARY FOR fl-EOU COM R A FN OF ihE NEW A7MmON AS WELL AS ALL 8,QOOR5 AND WINQOW5 I,REPLACE THE EXISTING FLIPPER STAR FINI5N WiTH ARM5TFONG COMMERCIAL �
RELATED RE RAL C NTZACf UREO FOR A PINT oNf AND COMPLETE p ipy AL, A.DOOM5, 5EE ROOF 5CHEDIII.E,(INSTALL A5 PER MANLFAOTLIMM'5 FLOORING PROPLIGT5,MOVIDE 5TAR TMA05,WALL ME,PLATFORM TLE5,M5EM5PIMEN V L5
E,f1EE GENERAL CONTRACTOR PRIOR
THE T 5T W Or CO 5 T jOM A ALL EXISTING REQUIREMENTS); AND ALL ACCE550RIE5 MQUIMP FOR A COMPLETE INSTALLATION,
M5?O 10N5 AND CONDITIONS PRIOR f0 THE STARE Or CONSTRUCTION AND�iPLL DE I,INTERIOR QOOR5 - Q,fOILET ROOM PART1fION5-POPRICK MAMFACTLIKED QR APPROVED EQUAL,5GLID
RESPONSIPLE FOR THE SAME, A.RANTED HOLLOW METAL FRAM 5 WITH FLU%STAIN GM PIRCH HAWWOOP COLOR REINFORCED COMPO51TE,51EW 5ERIE51090 S Z
F.TI E ARCNITECf AND HI5 5LOCONTRACT06 WILL NOf DE MTON5IDI-E FOR THE P-PANTED HOLLOW META.FRAME5 NTH FLUSH METAL PANEL I,CEILING MOLINTEQ WATER CLO5Ef UNIf5,5fAM.E55 5TEEL HAWWARE,5ELF U 9-'CONWf M'5 PALM TO CARRY OLIf 1 E WORK IN ACCORDANCE WITH THE 2,EXTERIOR DOOF5 AND WiNDOW5
CON CLOSING HINGES,COAT NOOKS,PROVIDE ALCESSI DI E NA�WARE,
iRAOf DOCUMENTS,THE ARCNITECIAND NI5 SLIDCONTMALfOMS WILL NOf HAVE A,ALUMINUM-FRAMED 5TOREFRONf 5Y5fEM5;KAWNEER COMPANY OR APPROVED 2,URINAL 5CREEN LNIf WALL MOUNTED,5TANLE55 5trE HAROJARE z CONTR01.OVER OR CRAZE OF AND WILL NOf PE RE5PON51ME FOR AC15 OR EQUAL
OM15510N5 OF Tip CONiRAC10R,5UPCONfDCfOR5 OR fNEIR A6EN15 OR EMMOYEE5 E,TOILET AND PAiH ACCE550RE5 z
P.FIELD MEA5IP.E ALL EXI5iING CONDITION5 AND PROVIDE%or DRAWNG5 FOR I.PROVIDE n FOI.Low KEM5 IN NUMLEM INDICATED ON DRAWNGS,ACCEnAPLE
OR 0r ANY OTHEE PERSONS pERFOPMING PORt10N5 OP WORK. LREVIEW AND APPROVAL, AMNIFPCTUMES INCI UDE;PODRICK WA OOM EQUIPMENf DRAJ7LEY COFCORAiION, Q3
G,THE GENTERAL CONTRACTOR 51NALL PROVIDE THE OWNER5 WITH PROOF OF GENERAL 9,MINI AN(5EE FINISH SCNEQU E) AMEMICAN LPECIINCLU ,INC,
LIAPILIIY INSLEANCE IN THE AMOUNfS LISTED DELOW; A,THE CONTRACTOR MALL FLRNi5H ALL LAPOR,MAfEFIA.5,EQUIPMENTAND a,PAPER TOWEL MISPENSERS Z
I,GENERAL LIADILITI 1,000,000 EACH OCCIf NCE %RVICE5 A5 REQU MP ACCOMPLI5HING THE FINI5-E5 A5 INDICATED ON THE 6,011,Ef i155LE 915PEN5ER5 v
2,GENERAL AGGREGATE 2,000,000 QRAWiN65 ANP OR THE 51`E0FICAIION5, c,C�TP DPRS
3,A1fOMOPILE LIAPIUTY 1,000,000 COMDINED SINGLE LIMIT P,GYP5UM DOARO;(3) COAf5 OF COMPOUND,5AND MMEN COATS,PROVIDE d,LIQUID 50AP DI5FEN5ER5
H.5LfMY MRATURE &SAMPLES TO fHE OWNER5 FOR ALL ITEM5 DEING%05fIiM12 ALL N'ECE55A:YACCE55ORIE5 A5 RELU1REM,PROVIDE WATER 9515fAWaM5UM e,MIRROR UNITS(FIXED AN 011Lf)POR OWNER S APPROVAL, POA:M TO DE USED Af AMA5 OF FO55101LE MOI5=CONfACf, f 5ANIfARY NAPKIN 9605AL "I.IN5f&L ALL MATERIAL5 A5 PER MANLFACi k'5 MQUIREMEN5, C.ACOUSTICAL CEILIN65;
J.PROPMY 5TORE MATERIAL5 AND EQUIPMENT 50 A5 f0 AVOID 1HEFf OR I,ARM5TRON6 ACOUSTICAL CEILING OR APFFOW12 EQUAL,IN5TA1-L A5 PER 15,MECHANICAL
VANDALISM.IF THEFT OF VANPAL15M OCCU95,RE PAR OR REPLALE SUCH ITEM5 Af NO MANLFACM5 RECOMMEN19AiION5 AND SFECIFICA110N5, A.NVPL SYSTEM f0 DE DESIGN PULP,COORDINATE WITH OWNER/NVAG
A701TIONAL C05f TO HOMEOWNER, a.5HOW ROOM-ARM5TRONG-WOOD WORK5 LINEAR'CEILI1\6 5Y5TEM5 CONTRACTOR;
K.MEMalflON(5EE PMWIN65 FOR LOCATION5); Tit GENERAL CONiRALfOR 5HALL b.OFFICE5-ARM5TRON6-CIRR IS OPEN PLAN,LEVELED REGd,LAR,24X24z7/8 P,PLUMPING;
It M5PON5IDLE FOR THE REMOVAL OF ALL DE0915 A550CIATEO WITH THE 0,CERAMIC SE; I,CONTMC70F 4 W L FLENI`a I ALL REQUIREQ LAPOR,MATERIA 5,EQUIPMENTANM
CON5TRUCTION WORK AND DRQOM 5WEEP THE WORK AREA MALY, I.AMERICAN OI.EAN OR APpROVEO EQUAL WORKERS FOR A COMPLEi�5H A SAFE INSTALLATION QP ALL F 5,EQNG WORE.IN
a.RE5f ROOM WALL5FILOR-2X2 FLLL CONWORMIfY WITH REQUIREMENTS OF ALL A1.mi0MIT1E5 HAVING JLPWIC110N,
2,SITE WORK NOT PAR OF CONipPLf 6, Sf ROOM PLOOFS 18XI8 COORDINATE WITH LOCAL OFFICIAL5,
cRITC1 ENETTE-1046 2.PLUMPING FIXTLflPJ;5;PROVIDE FIXTLEE5 A5 SHOWN ON FLAN5, KOHi-ER MFG,OR
E,TILE LNQERLAYMENf DOW5; "DLEOCK" CEMENT LNQER.AYMENI POARD OM APPROVEQ EQUAL,PROVIDE PROQLICf LITERATLIM FOR TFE OWNERS APPROVAL
3,CONCRETE-%E 5TRLTCfIIP.AL DRAWINGS FOR N0E5 APPROVEQ EQUAL ATAREA5 TO RECEIVE CERAMIC TILE, 3,FIRE PROTECTION 5Y5TEM-5Y5TEM TOPE DE516N DULM,COORQINATE WITH v
F.PANTING;ALL 5URPACE5 SHALL PE PANTEQ-DENJAMIN MOM COMPANY OR OWNER,
4,MASONRY AFFROVED EQUAL;
A,MASONRY PROQLIC5 TOPE IN5fALLE19 A5 PER LOCAL OFFICIAL MQUIREMENI5. I,6W5UM POAV;P.C010 WEATHER REQUIREMENTS; I6,ELECUJCAI SYSTEM f0 PE QESIGN DUILD,COORDINATE WITHOWNER/NVPL
a.NEW GYP5UM1 LOARD-LATEX WALL PRIMEM,FLU5 TWO(2) FIN15H COAT5(5EMI A.GENERAL NOTE5;
I,CONTRACTOR5 TO CONFORM fO"ALI 530,1-95/A5CE6-9P/fM5 602-96" GLOSS LATEX),SECT ,CONiRPLtOR�W L PFOVIME NECESSARY PERMITS ANQ PEES,
ION 1.8 C.C010 WEATHER CONSTRLIG110N, 2, INTERIOR TPJM; 2.ALL ELECTRICAL WORK giA-L COMPLY WiTH fit NATIONAL ELECTRICAL COME AND U
a.W000 TRIM-LATEX PRIMER,FLU5 TWO(2) FIN15H COAf5(5EMI GLOSS LATEX). WITH LOCAL OFFICIALS,
b,50LIM 9MALE WINDOW 5ILL5-FOLINfAIN NEAT?DY FORMICA C09POM11ON OR
5,MEfAlS APPROVEQ EQUALS QEfAL O
A,MISCELLANEOUS METALS;iliE CONiRAL10R SHALL PROVIDE ALL POI.fS,
LR.PLKE5,HANGERS,CONNECfOR5,5TRAPPIN6 ANQ LRIQGING A5 FEQUIREQ AND 3,INTERIOR DOOR5; (1
NECESSARY TO INSTALL THE WORK, INCLI@DING SLCH ITEMS A5 MAY LE NECESSARY a,WOOD QOOR5(3) COAf5 Op SEMI GI.055 POLYUMTHANE(WAFER DA%19), O�•1, ^� O O
ANQ LNMER5f000 f0 DE IN5TALLE12 EVEN IF NOT QETALEQ HEREIN, 6,METAL MOOR5-LATEX PRIM,MUS fWO(2) PIN15H COAT 5(5EMI 6LO55 v \
D,EXTERIOR METAL WORK;AL EXTERIOR EXW05E0 METAL TO PE EITHER ER 5TANLE55 LATEX). Z
5fML,GALVANIZED, ZINK PLATED,FACTORY AFFLIEQ PINISH OR NELQ PANTEQ WITH c,METAL DOOR FR.AME5-PRIMER,PLUS TWO(2) FINI5H COAf5(5EMI 6L055 Z
0ll5f INHIP09 PAW,1 NLE55 OMERWI5�5fATE0 ON THE QRAWiNG5,pANf f0 DE LATEX). O
APPLIEQ A5 PER MAMFACMk'5 REQUIREMENTS, 4,EXTERIOR QOORS;
C,STRUCiIRAL STEEL S STRIICTLtRPL DRAWINGS FOR NOTES AND M TAILS a,METAL DOOR5-PRIMER,ML15(2) FINISH COAT5(5EM1 GL055 LATEX),
6,CEILING5; ,' \ z
6,WOOD&NOM5C5 a GYPSUM POARiD CEILING5 PLAT PlNlkl LATEX PRIMER,PLUS TWO(2) FINISIi j
1. HE CON NOTES; COATS,
I,TFE CONTRACTOR SHALL PLENISN ALL LPPOR,MATERIALS,EQUIPMENT AND 6,ALL SIRFPCES SHALL PE pREPAMD FOR PANTING A5 FEF MANLFALMR'S
5ERVICE5 NECE55ARY TO ACCOMPL15H TIN;CARPENTRY WORK SHOWN ON TPE 5PECIFICA11ON5 AND RECOMMENMATiON5,5AN0 ANQ CLEAN DE MEN PANE/5fAN
DM WW5,INCLLVING DUf NOf LIMITED fO THE FOLLOWING;FRAMING FOR THE COAf5,PROVIDE NECE55A9Y PROTECTION OF ALL OMER 5nOUNDIN6 WKE5,
5TRU M,FURNI51-1I1\16 ANM IN5TALLIN6 ALL FLOCKING FOR ALL fHE fP.ADE5, G,FLOORING; O
NALEF5,POLT5,HANGERS AND OTHER RELATED ITEM5 RELATING TO 5ECLEIN6 I,OZOLOC INTERLOCKING FLANK5,CONTACT"f0 MARKET" (866)772.477Z
THE FRAMING TO IT5ELP,5TEM,CONCRETE ANQ OTHER WORK,FROVIDE FIRE 5TOp5 16"62" GRANITE,IN5fALLATION TO CONFORM TO ALL MANLFACM5
1,1511\16 2" NOMINAL WOOD, MCOMMENQA110N5 AND 5PECIFICATTON5,PROMUCf CQVEM5 MINOR FLOOR
2, REINFORCE 5TRUCTLP.AL W000 WHERE IMPAREP PY CUTTING OR DRILLING,FOR W00
COM LY QEFECfS,FEPAF MAJOR QEFECfS PER MANIFALTLRE'S 51ANQAR05,PROVIDE 4"
3,FRAMING FRAL110E5 SHALL WITH PFFA'S"MANLAI 17 FRAME VINYL PAS, _
CON5IR.IC110N"' 2,CARPET; �\`/
4,PENON
%FL LOA75;
AL a,5rCONQ FLOOR AP.EAS;8OOF AREAS; 5L0 P5P L.L.+ 15 P5P Q.L. � 95 p55 ON GPAQE I,FROM ALLOWANCE FOP.COMMERCIAL 6WA CARPET,PAQDING ANQ ALL
b, ECO NECE55AMY ACCESSORIES, OWNER fO 5ELECT CARPET,PROVIDE 4" VINYL PASE,
5,STRENGTHS;
a,DEAM5-QOLLrIi.A5 FIR NO.I-FP®03 0 p51(51N6I.LAR)
b,J015T5 ANQ RAFTEP.5-DOLaA5 FIR NO.2-FP- 1450 P51(REPE11fIVE)
c,5fW5-CON5TR.IC110N GRAVE
6,5 EATHING MATERAL5;
G.PLYWOOM FLOOR 5HEATHIN6i;3/4"T+G APA RAfEP SHEATHING.
d.PLYWOOM FLOOR OVEI1AYMENf; 1/2" APA RAfEM
D,INTERIOR WOOD TRIM
1. MOW-3 4" MMP X MEp1N OF WINDOW SILL, �
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7,THERMAL AND M015TI.E;E PROTECTION y�
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