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SHEET INDEX: GENERAL NOTES:
KO .. KEY PLAN 1) GC TO BE RESPONSIBLE FOR ALL DIMENSIONS SHOVdNG ON THESE DRAWINGS. ALL DIMENSIONS
E1 ...................... PLANS / ELEV. A
SHOWING ON APPROVED SHOP UF;AWINGS ShAL-_ BF ASSUMED CORRECT.
E2 ...................... PLANS / ELEV. B 2) ALL HOLES, CUTS, EMBEDMENTS, ET,; PEQUIREC BY 01 -HEFT TRADES SHALL BE SHOWN ON THESE
E3 ...................... 1 ST FL REFLECTIVE PLAN B DRAWINGS AT TIME OF APPROVAL OR WORK SHALL BE PERFORMED IN THE FIELD AT NO
E4 ...................... PLANS / ELEV'S. C, D, E F, G, H + J EXPENSE TO PRECAST MANUFACTURER CAP EPECTOP.
E5 ...................... PLANS / ELEV, K 3) GC SHALL MAINTAIN ADEQUATE R)ATNAYS AROUND �OBSITE ALLOWING
E5A ......... PLANS / ELEV'S COORIDOR EQUIPMENT (ie. TRUCKS, CRANES, FTC.) TO VCVE UNGER THEIR OWN POWER.
E5B ........ PLANS / ELEV'S COORIDOR + ENTRY 1000 IF SUCH CONDITIONS DO NOT EXIST, PRECAST MANUFACTURER RESERVES
E6 PLANS / ELEV'S. L, M + N THE RIGHT TO STOP DELIVERIES UNTIL SUCH DEFICIENCIES ARE REMEDIED.
E7 PLANS / ELEV'S. P, Q, + R 4) CC /ARCHITECT TO VERIFY ALL DOOR, WINDOW + LOUVRE (R.O.) DIMENSIONS
L,8 .................... PLANS / ELEV'S. S + T SHOWN ON THESE DRAWINGS.
Eg ...................... PLANS / ELEV. U 5) DARK HEAVY LINES ON SECTIONS, DETAILS +CONNECTIONS INDICATE AREAS
E10 .................... PLANS ELEV, V TO RECEIVE FINISHED SURFACE.
E11 .................... PLANS / ELEV. W 6) HEAVY LINES APPEARING ON ELEVATIONS INDICATE EITHER PANEL OUTLINE OR
E12 .................... PLANS / ELEV'S. X + Y, PANEL JOINT,
E13 .................... PLANS / ELEV'S. Z + AA 7) REINFORCING ,BARS: ASTM A 615/A 615M, GRADE 60 DEFORMED.
E14 .................... PLANS / ELEV'S. AB, AC + AD (N.I.C.) 8) PLAIN —STEEL WIRE: ASTM A 82, AS— DRAWN.
E15 .................... PLANS / ELEV'S, AE + AF 9) LOW —ALLOY —STEEL REINFORCING BARS: ASTM A 706, DEFORMED.
Si ...................... SECTIONS 10) DEFORMED —STEEL WIRE: ASTM A 496.
S2 .................. ... I SECTIONS 11) PLAIN — STEEL WELDED WIRE FABRIC: ASTM A 185, FABRICATED FROM AS—
DRAW
STEEL WIRE INTO
S3 ...................... COLUMN COVERS / CAPITALS + SECTIONS FIAT SHEETS,
S4 ...................... EXT. VESTIBULE ELEV'S / SECTIONS 12) DEFORMED— STEEL WELDED WIRED FABRIC: ASTM A 497, FLAT SHEET.
S5 ...................... SECTIONS 13) CARBON — STEEL SHAPES AND PLATES: ASTM A 36.
S6 ...................... SECTIONS 14) CARBON— STEEL — HEADED STUD: ASTM A 108 AISI 1018 THROUGH AISI 1020, COLD FINISHED,
S7 SECTIONS AWS D1.1/D1.1, TYPE A OR B, WITH ARC SHIELDS.
S8 COLUMN / SHEARWALL PLAN SECTIONS 15) HIGH — STRENGTH, LOW —ALLOY STRUCTURAL STEEL: ASTM A 572.
D1 ...................... DETAILS A — U 16) CARBON —STEEL STRUCTURAL TUBING: ASTM A 500 GRADE B.
D2 ...................... DETAILS V — AP 17) CARBON —STEEL BOLTS AND STUD: ASTM A 307 GRADE A; CARBON —STEEL, HEX HEAD BOLTS AND
D3 ...................... DETAILS AQ - BG STUDS; CARBON— STEEL'NUTS; AND FLAT, UNHARDENED STEEL WASHERS.
Cl ...................... CONNECTIONS 1 — 19 18) ZINC — COATED FINISH: FOR EXTERIOR STEEL ITEMS, STEEL IN EXTERIOR WALL, AND ITEMS
C2 ...................... CONNECTIONS 20 — 38 INDICATED FOR..,, ALVANIZING, APPLY ZINC COATING BY HOT —DIP PROCESS ACCORDING TO
C3 ...................... CONNECTIONS 39 — 56 ASTM A 123 AFTER FABRICATION, AND ASTM A 153 AS APPLICABLE.
H1 ...................... FIELD + PANEL EMBEDS
19 GALVNIZING REPAIR PAINT: HIGH -ZINC— DUST — CONTENT PAINT WITH DRY FILM CONTAINING NOT
H2 ...................... ERECTION MATERIAL )
LESS THAN 94% ZINC DUST BY WEIGHT, AND COMPLYING WITH DOD— P- 21035A OR
SSPC —PAINT 20.
20) WELDING ELECTRODES: COMPLY WITH A'WS STANDARDS.
21) SHOP— PRIMED FINISH: PREPARE SURFACES OF NON — GALVANIZED STEEL ITEMS, EXCEPT THOSE
SURFACES TO BE EMBEDDED IN CONCRETE, ACCORDING TO REQUIREMENTS IN SSPC —SP 3
AND SHOP —APPLY LEAD —AND CHROMATE —FREE, RUST INHIBITIVE PRIMER, COMPLYING WITH
J PERFORMANCE REQUIREMENTS IN FS TT —P -664 ACCORDING I SSPC —PA 1.
¢ F
REVIEW OF STRUCTUPAL SUBMITTAL V
PREP'AIWD BY SPECIALTY ENG(NEV3
NO EXCEPTION TAK j m5.
MAKE CORRECTIONIS NDICATED CI
DEJECTED / RESUB 'T ❑
DA1E: REVIEWED BY:
i36I'0V REVIEW CONSISTS OF:
I- THAT THE SVECIFIED STRUCTURAL SUBMITTAL
HAVE BEEN F� 1 RNISHED.
2• THAT THE SVTIMTT"I.�L HAVE BEEN SIGNED AND
SEALED BY A FLORIDA REGISTERED PROFESSIONAL.'
3. THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD
OUR INTENT AND USED THE SPECIFIED CRITERIA
INF
OI DETAILED CHECK OF CALCULATIONS WAS
4. THAT THE CONFIGURATION SET FORTH IN THE
STRUCTURAL, SUBMITTAL IS CONSISTENT WITH THAT
ON THE STRUCTURAL CONSTRUC'T'ION DOCUMENTS
NO CHECK OF DIMENSIONS WAS PERFORMED
EXCEPT AT INTERFACE _-
4930 S.W. 74TH COURT
NMIAMI, FL33155
,� (305) 666 -0711
� ENG11iEER5, P.oe. fA((305)666 -5259
ABBREVIATIONS
AFF Above Finish Floor F.S. Far Side
BALC Balcony FTC Footing
BLK Block GALV Galvanized
BM Beam HB Hose Bib
B/PNL Bottom of Panel HCT Height
B.O. By Others HP High Point
CB Concrete Beam JNT Joint
C,I.P. Cast In Place JST Joist
CLG Ceiling LP Low Point
COL. Column M.O. Masonry Opening
CONC Concrete OPP Opposite
CONNX Connection O.A. Overall
DIM Dimension PC Precast
DWN Down PNL Panel
E.0,B, Edge of Brick R. D. Roof Drain
E.O.P. Edge of Panel REF Reference
E.O.S. Edge of Slab R. 0. Rough Opening
E.J. Expansion Joint ` SB Soffit Beam
EL Elevation (of Material) SIM. Similar
FF Finish Floor ST STL Stainless Steel
F.J. Fake Joint STL Steel
FL Floor TB Tie Beam
FNDTN Foundation T/PNL Top of Panel
F.O.B. Face of Brick TYP Typical
F.O.P. Face of Panel U.N.O. Unless Noted Otherwise
W.P. Work Point
LEGEND ELECTRICAL LEGEND
A--. SECTION CUT � FIELD EMBED ® CAMERA (B.O.)
F #_
V Ei CARD READER (B.C.)
C) PANEL NUMBER EP# I PANEL EMBED ® FA SPRINKLER /STROBE (B.C.)
E #� ERECTION HARDWARE O° FIRE DEPT. CONNECTION (B.O.)
INSULATED PANEL NUMBER T HOSE BIB (B4O.)
ELEVATION (OF MATERIAL) -(�- LIGHT FIXTURE (B.O.)
EU MANUAL PULL W/P —RING (B.O,)
DETAIL CUT 1#41 PUSH BUTTON OPENER (B.C.)
,. �`i`�I RECEPTACLE GFI (B.C.)
- - - --
D
CENTER LINE
SDI .s.I'I n1rG E$ir T.
Bir�IJC3Ii L F3F TION
O CONNECTION
ELEVATION SHEET o'pff) D W
NUMBER.
41 11/22/11 -
WES FREY ENGINEERING, INCORPORATED 3' 8/25/11 FINAL APPROVAL
1802 SIR HENRYS TRAIL
LAKELAND, .FLORIDA 33803 -5033 2 8/23/11 NOT' FOIL CONSTRUCTION
Ph./Fax: (863) 853 5456 I ' 5/4/11 REV. EMBED LAYOUT @ W I CURB
REV. DAIS A DESCRIPTIO BY CIIK. BY
ENGINEERNAME STA13IL CONCRETE
Wesley L. Frey, P.E.
LICE
FL. LICENSE NO. 33323 PROl)UCTS LLC
' 4451 8th AVE. SOUTH
o 1pf I
ST. PETERSBURG,FLORIDA 33711
(7 2 7) 3 21 —600U'
}3 323E JOB DATE
SMH
iA
51 DD & D INC. I NTS
THIS SEAL IS TO CERTIFY THE DESIGN OF THE 1 11 ;", r . MIAMI, FL
PRECAST COMPONENTS AND CONNECTIONS
CONT
ONLY, AS SHOWN ON ABOVE REFERENCED SHEETS. /• �''' �' AIZELLANO CONSTRUCTION COMPANY
MECKED
/.
DATED (11/22/2011) �,'oR \ �r�' A CIMIK7 J(
THIS REPRODUCIBLE SEAL IS PROVIDED FOR COPY CONVENIENCE. id s G BERM.ELLO AJAMIL & PARTNERS, INC. hU1 1
A COPY OF ANY CHANGES TO THESE DRAWINGS S HALDL BE MADE BYNEER. � � Da II s G
% MIL, NO.
THIS ENGINEER ONLY, AND REVISIONS ISSUED AS REQUIRED, �s�������� �! �� KEY PLAN K®
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