20071778 Ver 1_Site Plan_20071212

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TE NERAL
1. GQERIIL DE9gd CRIlEJiIA Ate CODE N~IATION: u 9 ON: 5. RONFORCEMENT ~ i k x
~/s" SAW CUT
CONSTRUCTION KEY A. The construction of this structures shown on sheets i sheets S0.1, S1.0, S2.0 & S3.0 shall conform to the A. Reinforcing Bars: ASTM A615, Grade 60 L+ . ~ ~ L~~~ de.
SEE SPECIFICATIONS 2006 Edition of the International Building Code.
B. The Contractor is to verify all dimensions and coord' Q Engineer of any discrepancies. d coord'mate with existing conditions. Immediately notify 8. Welded Wire Fabric (WWF): ASTM At85, 8" min. side and end laps. ~~~:R~;~vAr~~sau~+~.~t~- wE~u4N~~ ~ ~ n. a~!~ ~RAM C. Reinforcement Placement (U.N.O.) Up '~~•IN ~'1 11 LLL... Wi~
e Q 1314 6th Avenue North, Suite 200
. e~ . ' d ~ C. Contractor responsibilities include but not limited to sited to the following: NaehvIK TN 37208 [phone]
v (1) Concrete: Conform to provisions of the AG code for all Debar placement. 220 W. Cro0an St. Suite 100
d ° ~ Q a (1) Coordinate the Structural Documents with other a d ~ other fiisciplines. Notify Engineer of any discrepancy D. Reinforcement Splices: Lawrencevft, DA 30045
Q • • ~ . ' a ' ~ Q 0( 0~'lISS10fl. [phone]
Ov (2) Verify existing dimensions and site conditions be or omission. tions before starting work. Notify Engineer of any discx~ancy Reinforcement marked as "continuous" can be spliced at locations determined by the Contractor U.N.O. N.O.
(2) All other reinforcement shall be spliced only at locations shown or noted, unless approved by the THIS DRAWING AND THE DESIGN SHOWN IS
~7' j ~ ~ ~a~T' (3) Contractor is solely responsible for the means, construction. Weans, methods, techniques, sequences, and procedures of ~9~~~~ THE PROPERTY OF THE ARCHITECT. REPRODUCTION. COPYING. OR USE OF THIS
(4) Contractor has sole respansbiity to comply with (3) Splice Lengths: iply with OSHA regulations. DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED AND ANY INFRINGEMENT IS SUBJECT TO LEGAL ACTION.
Concxete Reinforcement: Class B tension Splice
NOTE: 2 QESIGN LWIDS:
SLAB CONTROL JOINTS ARE TO BE SPACED 6. CI1ST-N-PUCE CONCRETE
AT 20'-0" INTERVALS (MAX.) A. Live Loads: Walkway = 85 psf A. Minimum compressive strength of concrete at 28 days for Strength Design by ACI 318-95 Building Code l\ \ •1\
Dead Load: = 75 psf Requirements for Structural Concrete shall be as follows: \i}5
B. end Loads: Basic end Speed = 90 m.p.h.
Importance Factor = 1.0 (1) Footings: f'c = 3000 p.s.i. er.
SLAB CONTROL JOINT DETAIL C 1 SCALE: NONE 2 SC 0 CONSTRUCTION J01 N T DETAIL Exposure = B (2} Wall/Column: fc' =4000 p.s.i. .1 . 1 ~ 2 1 \ 1141 ti.
SCALE: NONE C. Seismic loads: (3) All other concrete: f c~ =4000 p.s.i. \ ,r
SS =0.3518 le=1.0 S~ =0.1378 R = 4.0 7. S'TRUC7URAL S1EE1~ \ 1: X
Site Class = D Cd = 3.5
Anolysis Procedure =Equivalent Late,~al Lateral Force Procedure A. All structural steel work shall conform to the A.I.S.C. "Specifications for the Design, Fabrication, and lot
Erection of Structural Steel for Buildings, "9th Edition.
3. SUBMITTALS:
A. Shop drawings shall not contain details copied or re of the contract documents shall result in the rejecti B. All W-Shapes shall be ASTM A992 (Grade 50), unless noted otherwise. 'd or reproduced from the Contract Documents. Reproduction
~e rejection of the shop drawings. C. All Structurol Pipe shall be ASTM A-53, Type E or S, Cade B, unless noted otherwise.
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o 0 B. Review of the shop drawings will be for general con shall not relieve the Contractor of the full responsib CONCRETE SLAB REINFORCED WITH WWF C. Shop drawings shall not be reviewed for approval un~ :gal conformance with the Contract Documents. Such review D. All Structural Tubing shall conform to ASTM A-500, Grade B, unless noted otherwise. esponsibility to comply with the Contract Documents.
E. All Structural Angles, Channels and Plates shall be ASTM A36.
O 6~} ~~N O O 6x6-W2 royal unless approved by the fabricotor and the Contractor.
i - W2.9 xW2.9 ON 6 M I L (MIN) VAPOR Submit one high quality sepia and one print of sepi RRIER ON 4" SPECIFIED AGGREGATE FILL. of sepia for review. Only marked up sepia will be returned. F. All Structural Steel exposed to weather shall be coated to resist corrosion or rusting, see the
BARRIE CONFOR recommendations of the wood preservative manufacturer.
NFORM TO THE GEOTECHNICAL ENGINEER 4. FOUI~AlION DESIGN INFORMA7~ G. Steel framing connections shat! be bolted or welded. Bolts shall be 3/4" diameter minimum and shall be II be
~UIREMENTS FOR SUBGRADE PREP. A. It is imperative that the Contractor obtain, read, an B. The foundotion design is based on the recommendat read, and understand the soils report. A.S.T.M. A-325 bearing type connection, unless noted otherwise.
2-#5 CONT. REQUIR emendation contained in the soils report H. Anchor bolts shall be ASTM A-307.
by Dated
ABION WALL C. Assumed safe subgrade bearing capacities listed bel a ~ ' • ~ ~ : " a Geotechnical Engineer hired by the Contractor. steel below shall be confirmed in the field by a registered I. Beam connections shall develop the reaction shown for the ends of beams on structural plans. In no D Q
D ~ a . >r. case shall the length of the framed connection be less than ~ of the allowable uniform load for laterally ,rally
* z a ~ . " ~ . ' ~ D. Where unacceptable material occurs, excavate and r d ~ .a' . ~ O Engineer for all sub-grade operations. supported beams as shown in Part 2 of the A.I.S.C. Manual. e and replace with engineered fill. Refer,to the Geotechnical
d• d. .a.~ .v J. All welding shall be done with E-70 Series electrodes.
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• ~ i E. The registered Geotechnical Engineer in the field shal field shall verify that all site preparation, filling operations, and ~ ~ W ~C
` ~ GAB I ON ~ FI LL'~'~ W~ ` ' ~ J~:'~ ~-...r----`~... ~ ; j bearing conditions comply with soils report.
Y r ~ l Y.~ i`~ 1 G Rnr4~ll nl) wnllc wi~l~ frm drnininn nn~c~n~ Anne P +,,.,e a..,,,;ae „ a.,,s., ~.,~+e.., ,.s A. All lumber shalt by S.Y.P-#2 (MC~19~) or equivalent, unless noted othenaise.
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B. Nailing shall conform to requirements of Building Code.
" C. Studs and joists s~ieU not be c.ut to install plumbing or wiring unless metal or wood side
pieces are provided to strengthen the member. w m z~z 0
D. Load-bearing stud walls shall have solid bracing at mid-height. w ~ w
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PROJECT NUMBER DATE
05181 7/19/07 DRAWN BY - -IMLE Al _1]
CHECKED cl§M%W AS NOTED
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SHEEP NUMBER
WALKWAY SCHEMATIC WALKWAY SCHEMATIC
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\ . \ \ LOSE &ASSOCiATMs BY= 1314 6th Avenue North, Suite 200
Nashville, TN 37208
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•'1\ ~ `.tti` ` , 220 W. Crogan St. Suite 100 Lawrenceville, QA 30046
.t1 \ ? . [phone]
. , . ~ THIS DRAWING AND THE DESIGN SHOWN IS
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DRAWING WITHOUT THEIR WRITTEN CONSENT IS PROHIBITED AND ANY INFRINGEMENT IS
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. WALKWAY SLAB NOTES: REVISIONS
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rn 6" CONCRETE SLAB REINFORCED WITH NO. DATE BY COMMENTS
4 _ . _ _ . ' #5 ~ 12" EACH WAY
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. _ _ . ~r~ ~ _ - - - - - 2 DEAD LOAD = 75 P.S.F.
, , LIVE LOAD = 100 P.S.F.

\ ~ ,L • \ • 3 VERIFY ALL DIMENSIONS PRIOR TO
1\. _ 3 _ _ ~ ~ ~ START OF CONSTRUCTION
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~ 1 /S2.0 2/S2.0 PROJECT NUMBER DATE
05181 7/19/07
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NRP
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WALKWAY FRAMING PLAN
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(;BOSS SLOPE 1
2"~ GALVANIZED PIPE RUNWAY SLOPE TO
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6 ..............a ........a CLEAR ~ 1314 6th Avenue North, Suite 200
A i ` ~ 6" NOTCH ONE ~ 6" CUNC. SLAB, NB, Nashvillie, TN 37208 [phone]
2"b GALVANISED PIPE 6" CONC. SLAB, REINF. 2~~~ GALVA f~~/zx6xCONT. W/ W/#5 ~ 12,° BOTTOM f~~/zx6xC0l ~/z"~x8" HD. STUDS & #4 C~ 12 TEMP & ~/2"~x8" H C~ 4'-0" SHRINKAGE ~ 4'-0" ` , ` SIDE ONLY REINF. W 3 ~ ALVANISED PIPE , ' 5 C~ 12" 18" EACH WAY 220 W. Cro en St. Suite 100
#6x3'-6" TIED ~ ~ ° . 'r$ SLAB & BEAM REINF. N Y Lawrenceville, QA 30046 [phone]
o TO COL. VERT. a SEE 2/S3.0
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PROJECT NUMBER DATE
COLUMN COLUMN 1'-3° 1~-d' 1 » ~ :i 05181 7/19/07
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END OF CONCRETE WALKWAY 'AY NRP
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L~3~ ~ A$S0Ci~1T~8, ~IVC.
1314 5th Avenue North, Suite 200
Nashville. TN 37208 [phone]
220 W. Crogan St. Sulte 100
Lawrencevllie, GA 30045 [phone]
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GABION THIS DRAWING AND THE DESIGN SHOWN IS THE PROPERTY OF THE ARCHITECT.
~o REPRODUCTION. COPYING. OR USE OF THIS DRAWING WITHOUT THEIR WRITTEN CONSENT
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SHEET TITLE
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PROJECT NUMBER DATE
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