12-1139-019Q
4
0-
m
0
0
C
A
3
m
n
r
0
GENERAL:
1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND
EXTENT OF THE WORK AND ARE PARTIALLY DIAGRAMMATIC, THEY ARE NOT INTENDED TO BE
SCALED FOR ROUGH -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS
THEREOF,
2, ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL
AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE
PROJECT, EXCEPT WHERE A DIFFERENT DETAIL OR SECTION IS SHOWN.
3. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUB-
CONTRACTORS SHALL VERIFY ALL LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING
CONDITIONS AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT
ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHITECT /ENGINEER BEFORE
COMMENCING WORK.
4, IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES
OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER IN
WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK WHICH
APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH AN
ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH
ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME,
5. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS AND SPECIFICATIONS
TOGETHER WITH THE ARCHITECTURAL AND OTHER TRADE DRAWINGS AND SHOP DRAWINGS.
NOTIFY ARCHITECT /ENGINEER, IN WRITING, OF ANY POTENTIAL CONFLICTS BEFORE
PROCEEDING WITH THE WORK.
SHOP DRAWINGS REVIEW:
1. ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY AFTER THEY
HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR CONSTRUCTION METHODS,
DIMENSIONS, FIELD CONDITIONS, "AS- CONSTRUCTED" DIMENSIONS AND OTHER TRADE
REQUIREMENTS, AND STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP,
2. THE SHOP DRAWING REVIEW BY THE A/E OF RECORD IS ONLY FOR GENERAL
CONFORMANCE WITH THE DESIGN CONCEPT AND INFORMATION GIVEN IN THE CONSTRUCTION
DOCUMENTS. CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THE A/E
REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF
THE PLANS AND SPECIFICATIONS, REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW
OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE CONTRACTOR IS
RESPONSIBLE FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOBSITE;
INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS,
METHODS TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF
THE WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND
SATISFACTORY MANNER.
3. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES,
ENGINEERING, DESIGN PREPARED BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A
RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE
GOOD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS
BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH
DRAWINGS.
4. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE STRUCTURE,
ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, PRODUCT APPROVAL,
MANUFACTURER'S DATA AND OTHER RELATED INFORMATION, MUST BE REVIEWED AND
ACCEPTED BY THE ENGINEER -OF- RECORD AND APPROVED BY THE BUILDING DEPARTMENT.
5, ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, OUTLINED IN THE
LOCAL BUILDING CODE.
6. UNLESS OTHERWISE AGREED UPON, ALL SHOP DRAWINGS SHALL BE SUBMITTED THRU
THE ARCHITECT. THE ENGINEER WILL RETURN REVIEWED SHOP DRAWINGS TO THE
ARCHITECT.
7. ANY COMMENTS, QUESTIONS AND MODIFICATIONS MADE BY THE SHOP DRAWING
DETAILER, TO THE A /E'S DESIGN AND /OR DETAILING, SHALL BE CLEARLY MARKED (CLOUDED
OR FLAGGED),
CONSTRUCTION MEANS AND METHODS:
1. THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OR PROCEDURES,
SAFETY PRECAUTIONS, SHORES, RESHORES, LATERAL BRACING AND PROGRAMS IN
CONNECTION WITH THE PROJECT, ARE THE SOLE RIGHTS AND RESPONSIBILITY OF THE
CONTRACTOR. OUR SERVICES DO NOT INCLUDE THE DUTY, GUARANTEE, RESPONSIBILITY OR
LIABILITY FOR JOB SAFETY PRECAUTIONS AND PROGRAMS (SUCH AS TEMPORARY SHORING
AND BRACING) AND THE PERFORMANCE OF THE CONTRACTOR.
2. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY
REQUIREMENTS OF LOCAL BUILDING CODE AND ALL OTHER APPLICABLE LOCAL, STATE AND
FFDERAL LAWS.
3. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE
SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM
INJURY OR DAMAGE.
4. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED, ANY
WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED
WITH NEW WORK AT THE CONTRACTOR'S EXPENSE.
EXTERIOR COLD FORMED STEEL_ STUDS:
1. EXTERIOR COLD FORMED STUD STRUCTURAL ELEMENTS, WERE OESIGNF_D TO RESIST
THE APPLICABLE LOCAL BUILDING CODE WIND LOADS. ALL STUD SIZES, SPACING AND
CONNECTIONS ARE INDICATED ON THE STRUCTURAL PLANS /DETAILS,
2, THE STUD DESIGNATIONS ARE ACCORDING TO THE LATEST "CLARK WESTERN" CATALOG.
(FT. LAUDERDALE, FLORIDA. TEL (800) 330 - 6303).
3. UNLESS OTHERWISE INDICATED IN THE DETAILS, CONTRACTOR TO COMPLY WITH THE
COLD -FORM STUD CATALOG MINIMUM REQUIREMENTS FOR MEMBER SIZING, SPACING,
CONNECTIONS, BRIDGING, BRACING, DIAGONALS AND CONNECTIONS TO STRUCTURE, ALL
STUD METAL SHALL BE 50 KSI STEEL (U.O.N.).
4. BRIDGING: PROVIDE LATERAL BRIDGING AT ALL VERTICAL STUDS. BRIDGING SHALL BE
SPACED AT MID - HEIGHT OF THE VERTICAL STUDS.
5. ALL WORK TO CONFORM TO RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE
STUD MANUFACTURER'S CATALOG.
6, STUDS PLACED AGAINST CONCRETE SHALL BE SEPARATED BY 3) LBS, FELT OR OTHER
ACCEPTABLE METHOD(S).
STUD DESIGNATION NOMENCLATURE:
600 S 162 - 54 DENOTES:
600 - MEMBER DEPTH (362= 3 -5/8 ", 400 =4 ", 600 =6 ", 800 =8 ", ETC)
S - MEMBER TYPE (S = STUD OR JOIST, T = TRACK, F = FURRING CHANNEL)
162 - FLANGE WIDTH (125=1-1/4", 137= 1 -3/8 ", 162- 1 -5/8 ", 200=2 ", ETC.)
54 - MEMBER MILS THICKNESS (27 =22 GA., 33 =20 GA, 43 =18 GA., 54 =16 GA., ETC.)
.fin
Dat 1 f)/14.A °u11 Pr o � c 1 K11 - - ., -.
Co n ii J "J _ara�: r�j KLdLOf-k LAL, n :,i ?Pic.d dy U.ER fry ifi.. KL ?t,GH R:, Nk
JCJ 9, HARrl pIc7 uI. STE ,Fra D i wI -j,gn
ry OLL r;trucM .' cu 4
� e 3 iQ30
„aty 95 1 d3 -1 I,
L_iL L,yat on ( �_� ln�i files (aS'i13.11F.CF.G7 ii1 \ ?afi'Kr1lt,.grid
i 1 4 4
11
waus'
0-
1-t
Vind Pze.5svre
on Components, and claddirig
(Ch 30.
Pert "3j
-
Width of Pressure Coefficient Zone
"a" =
6 ft-
Descr ptaon
Mdth Span Axe.a zone, kfax Min
Max ?
Min
ft ft- ft'`2 GCP :Grp
f
p-- s
psf
ft
- - -- -- , -----
WTNDCW'Di? (;)
--- - _ _ _ _ - --
3. U0 3.0A `i 0- 1 nrj -{1 q6
-03
1U3
33 0 �JLTI�A.hTc
VIINDOWI..1R raj
3: -_�J0 _3 Q0. .0 �- E }._,:',� °1. $U
X103 �4
-
1 1
21i
STEEL DECKS
GENERAL:
1. STEEL WALL DECK: STEEL DECK SHALL BE A MINIMUM OF 1-1/2", 22 GAGE,
CORRUGATED, TYPE "B ", MINIMUM Fy = 33 KSI (MINIMUM YIELD STRENGTH), GALVANIZED
(MINIMUM G90 COATING DESIGNATION). DECKS TO BE AS MANUFACTURED BY "VULCRAFT"
(OR EQUAL) AND SHALL BE DESIGNED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
2. PROVIDE ALL ACCESSORIES (CLOSURE PANS, STRIPS, ETC.) AS REQUIRED TO PROVIDE
A FINISHED SURFACE FOR THE APPLICATION OF EXTERIOR PAPER BACKED, WIRE LATH
STUCCO.
3. DECKS SHALL BE EXTENDED FULL WIDTH OF THE OPENING (OR BEAR ON A MINIMUM
OF THREE (3) SPANS).
6. DECK CONNECTION TO VERTICAL STUDS:
BASED ON LATERAL_ WIND LOADS ON THE DECK.
TO SUPPORTS: #10 -16 HWH SCREWS AT EACH DECK CORRUGATION.
�--♦F 11
II
</
Z_�
Q
LI
CORE TOF OF` WALL (2,E311
AS NEEIDED FOR, REE34R
ANID CONC, FLACEt",-IENT
zi \�_CENTEREE) IN
WALL
UUALL FPE INFO CEMENT
FILL 153OLIED W/3500 PSI
GPF�OUT CR CONCRETE
( F-,,,E INFORCED CELLS ONLr)
E)RILL IN AMD
Ef=c/"�
OI ED 11
El15EDMENT
SG,4LE, 3`=I'-0'l +/-
aM1.'
p
1 s1Y �jln
AI..L DIMEN510N5
AfR;~
AFPFClXIM.ATE.
c uNi RACTOR
TO VERIFY
DIMEN5101\l5 IN
FIELD.
"TYPICAL"
MEANS THAT ALL
51MILAR ITEMS
ARE TO SE
HANDLES
SIMILAR TOTHE
ONE MARKED
"TYPICAL"
"c � t
o
W Coq fV ��
C-0 C�= C�
L.Lj cz�p a 1
a C
�-= t u
y
Lu
Lu
---u
�u
LH m
ol
c"7 �
O� Q�
tLL
3 � , at,
d
to
Bul&Nq 1D4AgNos7uc 5
A550uAUES
58244 SmRUroq ROAd
HoUrvood, FL 53021
9544.987.0206
PrxDem Nutt DATE
11041 03/30/12
SCAIE DFA Nd BY
N_T.5_ 5f=1pl
KARFN L. LJARSECK, AIA
LICEN5E " AR 13228
BUILDING DIACsNOSTICS
A650CIATES, PA
LICENSE " AAP000114
5 -2
. rdµ
r