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TYPICAL BEAM REINFORCEMENT DIAGRAM
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BEA��`M� l-=ICINFORQNCYA�T-y COP, III
ANO WALL I d`l Eli � L C �l l CIN.; ALSO
I-HO'WINO FILLED CELLS
NOTE: ev rE uFS ilU/rc1 &)Il 'O .;%hYr, ra.
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' � eseam �� � a�gN TYPICAL DETAIL OF ADDED PEIIVFOPCEMENT
b fid mm r/t $� y - O�3t - ,,2 �a'CO/+T C'.+`✓Lrt 0
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B Fi7ld�cr//5 AT OPENINGS IN CONCRETE SLAB S
SECT 2-3, LB -1 ATz i! - 'S�edert -
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TYPICAL BLOCKWALL TYPICAL
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r Follow requlraments of the STANDARD BUILDING CODE STRUCTURAL STEEL: Design per SPECIFIC V
N G D A V R A M Os., CONDENSED SPECIFICATIONS: ,
�+ r'� /1 M AT [ON for the
REINFORCING
SCALE' y0 A�EH n,' y6t�U' a 1982 Ed. and Rev's. DESIGN, FABRICATION and ERECTION of STRUCTURAL Q
5e/ STEEL for BUILDINGS, 1978 8 Rev. of American
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_ aSQld' DESIGN LOADS: steel ASTM A-36. • All structural Q
A -Live Loads institute of Steel Construction Z Q
Roof B Canopies 20 psf, V
PAINT' Primer shop coat and finish field coat �R
6; A N1 H E D U L E Floors 40 psf. shall be epoxy resin paint with fust and corrosion
BEA S C E L E VV A T 0 RO PIT SUM Corridors 80 psf. inhibiting components, except for weld contact
" Public Areas 100 psf. surfaces, which should be painted. after slag is
Private Balconies 60 psf. removed. Submit paint tyyppe, s�nple and
P Manufacturer's specification to Engineer for his LL1
- - TOP Of, •REINFOPCIN6 gDD'L STIRRUP r I O B -kind Loads Con Horiz.Prolection) Shape factor: approval
MAR ELEV.ASIZE Al 5PACIN6 SECT. R f MAH K 5 SCALE.' -
TOP BOTT. MACHINE BOLTS: ASTM A-307. c6alv.)
LB I Y T° of r 2 "5 • r 2conTihucus8"Car.FilledLTateleo✓sesbelow6"S/obrDiscontinue 1 3 D - 30 ft. 24#/Sq.ft.
Slob Bx22 n5lab 2-5 2-3_ - 3-3T . etEnfn/Gxndos;iseeSe Ant-3thssn tforcadgmetw dowsElknrs 30 - 50 ft. 34#/sq.ft. WELDING: AWS D,1.1 �[ V
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�--`— _ Foo/ib type F6 ,,,_ BUILDING SUPPORT: In following the Geotechnical
13-1 rod a,14 246 2-'6 PI _ �3G6r 3-2 hbokTopBars into back oFColumns,orcontinue2=OmtoII y i -o, Engineer's, Universal Engineering & Testing CO., REINFORCED MASONRY: According to Building Code V
, S N _ recommendations the rectan ular and strip footings American Sts for Reinforced Masonry, Handbook 74,
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To of ,-• x : � r, NI required elevator door. -_!r1e50a"mGxxFi/edct/�- have been desig9ned for soi bearing pressure of American Standards Institute, Inc. .
8 2 • 814 2-6 2-6 ! - 3 Ifo 3-3 Beam depth as req y approx.3000 psf Follow Geotechnical Engineer's two -cell concrete strength f'c=1400 psi. on
Slab -- recommended "Construction Procedures", as set two -cell block's gross area (f'c=2800 si, on net
---
Top of 6%l4 2nG 2°6 s - 'k �3 4'r 3-/ 4tMhs�WingStar+Min10W1g.,Cont.TopReinal11 n.2' -o I 2CS forth in the above Report, and require his on site Provide /8e block -tests er fl/orzrtump rao�rGduirn,ir.
p inspection and verification. Provide 8 block -tests per floor.
P 13-3 $lab _ m[B- -- -- _ "histo' foohny tYPe E
;'-9C/B '3na _ r CONCRETE DESIGN: Columns f'c=4000 psi. Slabs on WATERPROOFING ALL EXTERIOR EXPOSED CONCRETE:
D 4 9 44�"ma1 8+14„ 2 �G �'2 �6 j - r " / _— • rl O� ggrade f`c=2500 psi. All other concrete (slabs, Concrete on balconies, canopies and roofs shall
�� e 31 i 3- � Downturnedat ROOF 2 5 3-'S' N + ' beams,etc. )f'c=3500 Psi.Sbmp Nage : a„roe.•/Jeri{n 6 f/orr�) have Its exterior top and side surfaces coated
t a �e
Specs. ACI 318-83,ACI 301-72. Provide one s t of with an effective water protective dressing such
-' - Top of 8;/6” 2�G 2-°G - 03 511 3-2 Conf. rop8ors4LobeyondColumns,into5lab 4 test cylinders for ea.50 cu.yd. of concrete, or as AOUAPON by PPG' Industries, Inc., 9o9r approved
B 5 51x6 — - — 'Sd/2x'�- less poured, if that day's pour Is less.>trfdt•r/� equal.
acks Fand whManufacturer's beeCl9routed debefore--
B-6 t%?Rrle�l „ 2- 2-�6 qq 3- 5 ++3@8'' I' 4-3 laterojltatB1&B�✓dutcn°t/nueonrlopai6oNumbar, % REINFORCEMENT: ASTM A615-68 Grade 60. Min. splices application of surface coating.
`- Id/Lv i M �- #9@4" '' Fr min dehljl'/.6rdmmEr.✓FrnCaLB. ShetiS•/). SECT 2-2' FOOTINL7 TURN DOWN In slab: #3,#4.#58#6: 20", n beams 8 I LffnS:
L8 2 #5.8#6: 30 #7:- 36"This protective coating will require adequate and _
" 2A5 "2-"5° - 3-133"2Cmt.Ccr�,FL�IUrdelmurses(1-8';I-4"'vr/2"Anrdconc.toppin9) SCALE'�'l-O timely maintenance during the lifetime of
@Rrlttel 8"X14, - ( WELDED WIRE MESH: ASTM A-185. c building,
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