96-487 (2) 28'-0'
4'-0' 20'-0" 4'-0"
8"THICK POURED B
FOUNDATION WALL(TYP.)
- - - - 3'- f�' - - - - - - - - - - - - - - - - - - - - - - - - -
'xf - - - -
I s a e s w s s n a e I
I ► - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I ►
I I 8"X 16"CONCRETE FOOTING I I
I ► I (30D0 PSI)WITH 2- #4 BARS(TYP.) I ►► I
i OVER UNDISTURBED SOL,FOOTING
I I TO BE MAINTAINED AT 4'-0"MN. I I
I I BELOW FINISHED GRADE I '►
I I I ► VERIFY LOCATION
1 I I OF BASEMENT WINDOWS
I ►' I I K W/ OWNER N FIELD (TYP)
I ► I M I 'Ip �
I ► 2'-6"X 2'-6"X 1'-O'
MAINTAIN BOTTOM OF I '► I CONCRETE PAD(2500 PSI)FOR COLUMN I I
FOOTING 4'-0"MIN. I I ENFORCED W/2- #4 BARS EA.DIRECTION I ►► I A
BELOW I N%GRADE 1 ► I I
I ►► I I ► I �
I I 6'-8' 6'-Be 6'-8' 6'-8" I ^ MAINTAIN BOTTOM OF
I I FOOTING 4'-0"MN.
o I ► I I I 3- 2 X 10'S i I I - I '► BELOW FAMISH GRADE
i I - L - L - L - - - - L. "
°O I SCREED RAL I I L- 00
- - - I - - - IBEAMPOCKET ►.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I ►' I BEAM POCKET s s s w s e s s e a s s s s n
4'DIA.STEELCOLUMN, 6"WX4"DXB"HT. I - - - - - - - - - -. - - - -.- - - - - - - - - - - - - - - - - - - - - - - - -. ►' I ,�
8'W X 4"D X Be HT. CONCRETE FILLED(TYP)
I I I I I DROP FOUNDATION WALL o
► I I 8' X 16" CONCRETE FOOTING 1'-0- (+/-)FOR PASSAGE
BASEMENT ���. ; I M OVER UN000 DISTURBED SOL,FOO BARSTING I I DOOR,VERIFY N FIELD
i ►. I i TO BE MAINTAINED AT 4 0 MN.
I
I BELOW FINISHED GRADE ► M
I '► I + I I �� I
Z'CONCRETE SLAB(3500 PSI) I '► I +,�� I I
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-- — — — — —— — — — — — — -- — — — — — —•— — — — — — — — — 1 I I
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APPLY DAMPROOFNG I I I tD
(ASPHALT BASE SEALER)TO I ►
EXTERIOR SURFACE OF B I '
I I DROP FOUNDATION WALL
FOUNDATION WALL BELOW I I I I 1'-0"(+/-)FOR GARAGE
FINISH GRADE(TYP.) I ►, I I I DOOR,VERIFY N FIELD
I z I i
- I I 4'CONCRETE SLAB(3500 PSI) I I
MAINTAIN BOTTOM OF I I W/ 4 ML.POLY MOISTURE BARRIER
FINISHED SMOOTH,REINFORCED
BELOW FINISH GRADE FOOTING 4'-0" I ► I W/ 6 X 6#10 X#10 W W.M.OVER I I
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FOUNDATION WALL (TYP) I I
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27'-4"
FILE COPS'
57'-4'
FOUNDATION PLAN-
T 0a,p d R
Pi
_. AUG
DATE
BE COVEREDON— 11
QY A n MRMUtE THERMAL BARRIF
,dog Nep.r
SMOKE DE"fECnlRs n
ADJACENTTOB °' DREAMSCAPES UNLIMITED
EDRO�NEACN BOOR LENS
INCLUDING CELLAR OR gp$WNT All SMOKE ►,
DETECTORS SHALT.K aft�lCTEp ON ALLIEYEISi BRINGING YOUR DREAMS INTO VIEW
6 MEGHAN COURT
z 20 4� SARATOGA SPRINGS (518)581 - 8079
ow BE Op� P�' NEW YORK 12866 (518)581- 8079(FAX)
BARRIER
mgmey: RLF FOUNDATION PLAN
�f WETHERBEE RESIDENCE
atom BY: RLF CLEVERDALE,N.Y. TOWN OF LAKE GEORGE
""cT Numm DAN SCALE DRAWING No. SHEET NO.
Z 96002A0 JULY 28, 1996 1/4" = 1'-0" FDN-1 1
GENERAL NOTES:
1.ALL CONSTRUCTION TO COMPLY WITH THE NYS UNIFORM FRE PREVENTION AND BUILDING
CODE APPLICABLE TO ONE AND TWO FAMILY DWELLINGS TO THE NY STATE ENERGY
CONSERVATION CODE,APPLICABLE LAWS,STATUTES,AND ALL LOCAL RULES AND
REGULATIONS.BUILDER TO BE RESPONSIBLE TO N.Y.S.CODE REQUIREMENTS.
B 2.COMPLY WITH ALL LAWS AND RULES AND ORDINANCES AND ORDERS OF ANY PUB
PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.
57'-4" 3.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
4.THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR
29'-4' INCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTOR'S WORK
OR PERFORMANCE OF THIS JOB. THUS,THE ENGINEER IS NOT RESPONSIBLE
AND IS TO BE HELD HARMLESS BY THE OWNER FROM ANY CLAM OR SUIT
WHATSOEVER,INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM
OR ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S WORT(TO CONFORM
T-3` 20'-9` TO THE DESIGN ITEM.
A 5.IT IS THE BUILDER'S RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND
DETAILING PRIOR TO CONSTRUCTION AND TO ASSESS AND VERIFY MEASUREMENTS
OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
ANDERSEN 4
6.ALL PLUMBING SHALL BE INSTALLED N ACCORDANCE WITH NY STATE
+'-w x r-e I CONSTRUCTION CODE APPLICABLE TO PLUMBING AND NY STATE HEALTH
13 DEPARTMENT REQUIREMENTS.
6-3" 5-3` 7.ALL LIGHTING,WIRING,GROUNDING AND DEVICES SHALL BE ULRATED
N
LISTED AND COMPLY WITH NEC INCLUDING GROUND FAULT PROTECTION FOR
ALL BATHROOMS AND EXTERIOR OUTLETS.
c CLOSET CLOSET B.PROVIDE SMOKE DETECTORS ADJACENT TO BEDROOMS PER CODE REQUIREMENTS.
i (HARDWIRED SMOKE DETECTOR N EA.BEDROOM,HALL ADJ.TO 2D FL)
9.PROVIDE DIRECT OUTSIDE COMBUSTION AR FOR FIREPLACE N ACCORDANCE
WITH THE N.Y.STATE ENERGY CONSERVATION CODE.PROVIDE GLASS
--- _ a FIREPLACE DOORS.
-- -mac -
�� - - •� - - - - - - - -- - _ - - --- -- - - 10.DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES.
MASTER BEDROOM .� 11 tLtWNDowsNTEDEDfoRfMERGENCYfGREsstIAVEiU-HAVEA-MAX
ar o SLL HEIGHT OF 42'OFF FINISHED FLOOR. - -
t 12.ALL HEADERS TO BE(2)2X10'S UNLESS OTHERWISE NOTED.
13.CHIMNEY TO BE 24'ABOVE ANY STRUCTURE WITHIN A 10'-0"RADIUS
MEASURED FROM CENTERLINE OF CHIMNEY FLUE.
Yam' �-+• 14.STARS:
LINEN LINE 81/4'MAX.RISE. STAR RAILINGS TO BE 32"AFF.
T
CLOSET � CLOS V MIN.RUN
PLUS; 1%8:NOSING
- - - - 7'-6' 3 2'-B"MIN.BETWEEN HANDRALS
x ` PROVIDE SOLD BLOCKING 6'-6"MN.VERTICAL HEADROOM 0 MAN STARS,6'-4"0 CELLAR STARS
_ U THIS LOCATION,MIN.4-2 X 4'S PROVIDE LIGHT IN STAIRCASE
• BATH Z M FOR STEEL BEAM ABOVE 15.ALL CONCRETE TO BE 3000 PSI-28 DAY UNLESS OTHERWISE NOTED.
i - - 16.LUMBER TO HAVE MINIMUM Fb=1000 PSI(FOR REPETITIVE MEMBER USES
N it L 1
•� �-7� 13 R 81/2' jj`'JJ 17.ASSUMED SOIL BEARING VALUE OF 2000 PSF.CONTRACTOR TO VERIFY PRIOR
TO CONSTRUCTION
STARS 18.PROVIDE WOOD OR.METAL BRIDGING EVERY 8 •
-0 O.C.BETWEEN JOISTS,
D, FRAME WALL 12 T 10' - - b D W 5 TREADS 0 10" N NAILS AT EVERY BEARING.
19.ALL HEADERS N BEARING WALLS ON OPENINGS 5-0 OR GREATER SHALL
BENEATH STAINS - - - TILE 4'-0` I BE SUPPORTED ON EACH SIDE BY A MINIMUM OF TWO (2)STUDS THE SIZE
c C AT THIS LOCATION SHE OF THE ADJACENT BEARING WALL.(USE SINGLE STUDS FOR OPENINGS UNDER 5-0'�
0 - s� PROVIDE SOLD RAIL C 20 UNDER ALL PAA.PROVIDELRALLEL PARTTITIONS
FRAMING ARO ALL OPENINGS AND DOUBLE JOISTS
BEDROOM #2 PROVDE COLUMNABOVE WHICH EXCEED 8-0 IN HEIGHT.
THIS LOCATION,MN. 3'-r 3= BLOCKING FOR •
3- 2 X 4'S.WRAP HEADER,MN. (EXCEPTION:DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS)
W/1•PINE VERY - - - - CLOSET' I 3- 2 X VSCD21.FRESTOPPNG SHALL BE PROVIDED AS PER SECTION 717 OF THE NEW YORK
W/OWNER - • WASH DRY (Np) Q, STATE BUILDING CODE.
2x.-0. ° r0 CAR GARAGE i, , .�o°� Q� N M �DLIVE LESIGN O OaTET�A.
FOYER 7-6• N PSF
• v
� 3 �� ��� � �� ! SECOD 10t)R RESIDENTIAL FLOOR RESIDENTIAL: : PSF
c., oc, �{ N� LTA• FP.tat`1 I ot7 Ck%LA kc,:�k& FLOOR D
MUD ROOM m ,`� ELECTION LIMITED TO 1/360
"l 5 Eta1= ROOF: AS PER NYS BULDNG CODE
12'-2�i' ,, DEFLECTION LIMITED TO L/240
IN
3- 2 X 10 HEADER 23 CONFORMITY WITH ELECTRICAL GANSL NATIONAL ELE AND EQUIPMENT CTRICAL CO ANDDA AND MEET ALL
�4 PROVIDE STEPS ¢ o LOCAL CODES.
AS REQUIRED CAST RON DRAM �, 24A GARAGE WALLS AND CEILINGS TO BE COVERED WITH 5/8 TYPE•X'G".
r-ay x t w;• t t x t t x r-e• 2'-0k•x r-o• I = -��
ANDERSEN CW24 AtDERSQJ C14 �� � � 25.DOOR FROM GARAGE TO LIVING AREA SHALL BE METAL INSULATED'C LABEL
-� AND ASSEMBLY WITH SELF CLOSURE.
26.ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE
g 31/2'TRIM.
6'-6%• 9'-9�S" 7'-5L�' 3'-6�t` <I � ENERGY NOTES:
1.ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE
CAPABLE OF ABSORBING OR TAKING LIP AND HOLDING MOISTURE SHALL BE
of N PROTECTED BY A VAPOR BARRIER RETARDER LOCATED ON THE WARM SIDE OF
�O° ,�yQl• O M i THE INSULATION.
�Q„_ 0 2.INSULATION SHALL BE INSTALLED IN MANNER THAT PROVIDES CONTINUITY
X I �'4�j�p c;, OF INSULATION AT PLATE LINES,SILL LINES,BAND JOISTS AND CORNERS.
3.ALL JOINTS AND OPENINGS N BUILDING ENVELOPE SYSTEM INCLUDING THOSE
3 PROVIDE SOLD BLOCKING J AROLD WINDOWS AND DOOR FRAMES,BETWEEN WALLS AND ROOF/CELNGS,
THIS LOCATION,MN.4- 2 X 4'S BETWEEN WALLS AND FLOORS AND FOUDATIONS,BETWEEN WALL PANELS,AT
14'-4 4° FOR STEEL BEAM ABOVE UTILITY SERVICE PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS SHALL
I
BE CAULKED,GASKETED,WEATHER STRIPPED,OR OTHERWISE SEALED.
4.AR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED
1-.4•x
SIDING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES
AtDERSEN CW14 AlDEttSOJ cw14 A LOOSE FITTING APPLICATION.
5.NO DEVICE INSTALLED N A FIREPLACE THAT USES A GASEOUS FUEL FOR
ITS OPERATION SHALL BE EQUIPPED WITH A CONTINUOUSLY OPERATED STANDING
PLOT L1GH1
6.BUILDING TO BE CONSTRUCTED AND INSULATED INCOMPLIANCE WITH THE
7'-6' 15-0" 7'4' N.Y.S.ENERGY CODE,•U",'R'AND INFILTRATION VALUES FOR ALL DOORS
AND WINDOWS.
ENERGY CALCULATIONS N COMPLIANCE WITH PART 5- SECTION 7814 OF THE
27-4' 30'-0' NYS.1991 ENERGY CONSERVATION CONSTRUCTION CODE.
GROSS FLOOR AREA 5000 SQ.FT. 2093 SQ.FT.
WALL GLAZING AREA 20%
57'-4" SKYLIGHT GLAZING AREA 1%
ENVELOPE COMPONENT
7000 DEGREE DAY
A I NON-ELECTRIC COMFORT HEATING REQUIRED ACTUAL
R U U
EXTERIOR WALL 19 OD52 OD52
ROOF 25 0D4 OD33
FOUNDATION WALL 11 OD9 0.08
FLOOR 19 OD52 OD52
.. .... GLAZING 1.7 058 05
ENTRANCE DOOR 25 0.4 0.4
VOTICE 5
VW=ARE II "RED IN BEDROOMS, "" y � W OF NE
FIRST FLOOR PLAN- BED ON EACH FLOOR LEVEL - '71
�P R�ro
INCLUDING CELLAR OFF BASEMENT, ALL SMOKE DREAMSCAPES UNLIMITED
BtTECToRs s
HAU BE 1�MiMNECTEO ON ALL LEVELS. o
DETEC INFee
0 emco 'MS, � Q "BRINGING YOUR DREAMS INTO VIEW"
ADJACENT TO BEDR 'L <p 720g0 6 MEGHAN COURT
INCLUDING CELLAR NEN' Z SARATOGA SPRINGS (518)581 -8079
MSC'_„ cLS.
DETECTORS SHALL BE ° sstti NEW YORK 12866 (518)581-8079(FAX)
�
RU FIRST FLOOR PLAN
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�• CL.EVERDALE,N.Y. TOWN OF LAKE GEORGE
cr N WE S E mAwm N, SHM NO.
Z 96002.00 JULY 28, 1996 1/4" = 1'-0" FI-p-1 2
69'-4'
57'-4*
12'-0' 28'•-0' 29'-4'
10'-0' 7'-3' 18=9' 2'-0'
B A
AN6E M C24 ANDERSE N am
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I
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13 RISERS
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- I
I - �
o BATH .�
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I _ C LIVING ROOM 3'- h' - - - 42'VANITY I
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i
27=4' 30-Cr
-0' 57'-4'
A —
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WINDOW SCHEDULE ANDERSEN WINDOWS - - -
SECOND FLOOR PLAN-
MAM LOCATION NUMBER TYPE ROUGH OPENING GLASS VENT. EAiESS MK OFNG Ok QTY.
1 LIVING ROOM C24 4!-0 11f X 4-01 11g 112 421 14' 1
2 FOYER SE315 CIRCLE TOP 311 2'X 591 2' am FKI) R D FKD 1
3 1 LIVING ROOM 05 GLIDING 5'-0'X 5-0' 17.4 99 290 269 1 w.uwNG c am a
DINING ROOM G55 GLDNG 5-0'X 5'-0' 17A 99 990 25 913f t
5 MNG ROOM C24 CASE WENT 4'-01 2'X 4'-01 2' 118 112 421 14 1
6 IQTCHEN CR23 CASEMENT 2'-101 4'X 3'-01 Y 5.4 5DO 152 T 1
7 WCHEN CR23 CASTE ENT 2'-101 4'X S-O 1 2' 5.4 51)0 152 T 1
8 IQTCHEN C14 CASEMENT 2'-0 5 8'X 4'-01 2' S9 560 411 14 1
9 O M CAMW '-9' 144 tw Go 1 LIGHT & VENTILATION SCHEDULE
10 BEDROOM#3 CW24 CASEMENT 4'-9'X 4'-01 2' 14.4 um 6D 1
11 BEDROOM#2 CW24 CASEMENT 4!-T X 4-01 144 1360 O00 20r1
125)
12 BEDROOM 02 CW14 CASEMENT 2'-4 7 8'X 4'-01 Y 72 1 am 600 20' 1 tmT I/ENT. EGRESS(SF) MN.EGRESS OPE NM
13 MASTER BEDROOM C44 GLDNG 4'-0'X 4'-0' 10D 600 6D0 20 9 1 ROOM SO.FT. CODE ACTUAL CODE ACTUAL CODE ACTUAL CODE ACTUAL o [�gH,
14 MASTER BEDROOM C24 CASEMENT 4'-01 Y X 4'-0 1 2' 118 11.20 421 14' 1 1OF R r
>s MASTER BATH AW21 AWNING 2'-0 5 8'X 2'-4 7 8' 32 t40 144 10 3 8' 1 BEDROOM 2 14333 147 21b0 5J3 20.40 4D0 6S0 i' � DREAMSCAPES UNLIMITED
16 MUDROOM C14 CASEMENT 2'-0 5 8'X 4'-0 1 2' S9 560 421 14' 1 MASTER BEDROOM 20533 16.43 21BO am 1720 4DO 6D0 18' 20 9 32`
n FRONT DOOR SIDELIGHT SDE].IGI.1T - - 1 LIVING Roots 26032 2083 292o ta41 2110 4DO 9B8 18� 7'2s 2 cc
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18 FRONT DOOR SIDELIGHT SIDELIGHT - - 1 DINING ROOM 138D7 11D5 2920 552 2L10 4DO 9B8 18 26 2 7'
19 GARAGE CW14 CASEMENT _4 7 X 4'-0 11f 720 680 6D2 21f 1 BEDROOM#3 358.75 28.70 28B0 1435 2720 00 6m 18' 20' 6 MEGHAN COURT
20 GARAGE CW14 CASEMENT V-4 7 8'X 4!-01 2' 720 6w 6D2 20' 1
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NOTE: BUILDER TO VERIFY ALL 'WINDOW INFORMATION N FIELD af
RLF. VERDALE.N.Y. TOWN OF LAKE
# NOTE: BUILDER TO VERIFY ALL WINDOW FORMATION IN FIELD � WEmu ��W ��
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CONTt�1011S RDGE VENT
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II II
RIGHT ELEVATION
SCALE 3/16" = 1'-0"
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ,
TOP OFFOOTNG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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TOP OF FLAN - - - - - -
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TOPOFRATE I 7OPOFF001M _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - C - - -
LEFT ELEVATION
SCALE 3/16" = f-0"
RBI ROOK_ -� Rm ROOK
PIidPOSED aUDE 11 TOP OF Fdl —�
I' II II
� PMeoF�ogn Fit EMatns WAX�J- I1- IL
- - - n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - TOPOFFOOTNC
- - - - - - - - - - - -I c OFNEr
DREAMSCAPES UNLIMITED
"BRINGING YOUR DREAMS INTO VIEW"
BEAR ELEVATION _� 61EGHAN COURT
SCALE 3/16" = 1'-0" 72,10410 NEW YOW tm SPFM (51a)set—(5ts)Set—eo W79
79(r:Ax)
°tssz
I. ELEVATIONS
COMM W. WETHERBEE RESIDENCE
aM=Mx:
W. CLEVERDAL,E,N.Y. TOWN OF LAIC GEORGE
F1ae1weet aTE acNt aiArMMcia. 9Mirin
Z 96002A0 JULY 28,1996 1/4" = 1'-0" EL-1 4 .
i
2 X 12 RIDGE BOARD
2 X 4 COLLAR TES
� •16'OTC.(SPF NO.2)
R-38 CEILING NSU ATpPt 2 X 6 CELNG JOISTS 016'OTC.
R-30 FIBERGLASS NSLI ATION 8 (SPF NO.2 OR BETTER)
1 O H/'AF T PAPER VAPOR K I�t F01W �) 12
(NOT SHOWN FOR CLARITY) BRAFT o2l'V2 �
/ TOP OF PLATE
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CLOSET
f 4'T it G PLYWOOD
NYS CODE APPROVED
FINISH FLOOR RrSH FLOOR PRE-F]rG16EERED SCISSOR
b 12 TRIRSES 0 24'OD.
TOP OF PLATE TOP OF PLATE 8
2 X 10 FLOOR JOISTS 3/4 HR RATED W12 X 22 FIBERGLASS INSULATION R-19
FIBERGLASS INSULATION 1R-•38
0 ffi'OD. 5/13'TYPE Y GWB STEEL BEAM W/CRAFT PAPER VAPOR BARRIER
DMDMGARAGE CMNG (A36) IN FLOOR OVER GARAGE 6 W/CRAFT PAPER VAPOR BAtiRER
ON
(NOT SHOWN FOR CLARITY) PROPER VENT 12 PROPER VENT
GARAGE
5/8'3/4 HR RATm-
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SIDES OF NW=GARAGE INSULATED METAL DOOR 4'CONCRETE SUB(3500 PSI) TOP OF PLATE
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LN ING AREA--— - W/SELF CLOSIX OVER OF COMPPACTED-GRAV�l. -- - - - -
_ _ - _ _ --- - -- - - -- - - --- --- -- - - - -- -7 ATM-W/4CIRAFT
_— - -- - - -- _ - - - OR CLEAN SAND FILL
PAPER VAPOR BARRIER
a'THIDI(Poulin - TOP OF FOUNDATION
or
FOUNDAIM WALL � � � KITCHEN LIVING ROOM
:f 8'Xw '6
• •1 3
CONCRETE FOOTING - `, 0 3/4'T 0 G PLYWOOD
BOTTOM OF F001M � FINISH FLOOR
SECTIONA— A_ TOP OF PLATE
2 X V FLOOR JOISTS
SCALE: 1/4" = 1'-0" 81/4' FOYER
E 12 TREADS
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O1550R ROOF S TRLI SES 0 24 0Z
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.
_
TOP OF F'MATION _
a X/ 2 X 10 FLOOR JOISTS 3-2 X I'S NO 4'CONCRETE SLAB(3500 PSI)
1
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