HomeMy Public PortalAbout10-0198 Tybee Island Historical Society g:"'",yaE \ ;;;;Nt., 1.
City of ee Island • Community Develor ,nt Dept. ��`
~,{ °1 Inspection Report mum*
ui l 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -: m�
\ � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNC
MEMBER
Permit No. i(1) - 01`i6) Date Requested -7 /
Owner's Name -1 . 1 . i--\ ..<>, Date Needed J ) I 0
Gen. Contractor I! , I' . Zu iai\ ?aa) Subcontractor
Contact Information 1-.rte i i--1 -21 (-) ° - Z-3
Project Address 10 1;14 (..-( ))t 1 i I T/ v f Z_,_.
Scope of Work . C.1-r, �r • T=>?,) '2‘) r 17,,T-' iThN,
Inspector ' I Date of Inspection 2)177)011// u
Inspection ��� i )4'- 1 C.-' L i Pass ' Fail El Fee
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Inspection Pass ❑ Fail ❑ Fee
Inspection Pass ❑ Fail ❑ Fee
Inspection Pass 0 Fail 0 Fee
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5 �-L\ City f Bybee Island • Community Dever tnent Dept. I��
Inspection Report `- a=�ik
403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 ��
INTERNATIONAL
Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECDUNCIL
Ut � MEMBER
Permit No. 0 - 9 Date Requested (0---1`i I —(0
—176 ae.. I a.‘d /
Owner's Name a: 5-3r,f-o ,D c_- e ' Date Needed (n- 1 - I Q
Gen. Contractor LC —B a i s-e Subcontractor'-----R Contact Information C�( o - '4 .S2.
i
2
Project Address 3 "0 /no Ci I •r+ C-
Scope of Work 0. ` Se J C O ' j J/+JCZ , ., o
Inspector Date of Inspection
1 QASs
Inspection-r0 n4- n k ar a )0,5- ('J Pass Fee
Inspection Pass ® Fail . Fee
Inspection Pass El Fail ® Fee
Inspection Pass ® Fail Fee
1
4,.:, [A �v` City ofd Dee Island • Community Deveio ent Dept. ��_
Y3 Inspection Report mom*
\ 403 Butler Ave. • P.O. Box 2749 •• Tybee Island, GA 31328 -��'
�� y CODE OUNCIL
Phone 912.786.4573 ext. 114 • Fax 912.786.9539
MEMBER
Permit No. P a 0 l C? -.1.Date Requested 57- ") l e
- ibei. Ts Iad
Owner's Name )4,54-ph/rat 5-
3 4 , e +Ly Date Needed
Gen. Contractor 1 d r C SC c f Subcontractor
Contact Information K 0, p n I A.1 - LI S 2 .3
Project Address JY\.O J c , r.
Scope of Work . 7- 0. , 5e (A 0 +-4-o g -4 v Q ^ cia 42o,-, ;7,n i -a,-°
C
Inspector Date of Inspection Vr-
QPSS
Inspection --' ,3 • Pass El Fee
_ 7,. -.., Pr-r-""- "1 ' 1 1 _ _ 1
Inspection Pass ® Fail ❑ Fee
Inspection Pass 0 Fail ® Fee
Inspection Pass ® Fail ® Fee
CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 04-19-2010 PERMIT#: 100198
WORK DESCRIPTION RAISED COTTAGE-FOUNDATION ONLY
WORK LOCATION 30 MEDDIN DRIVE
OWNER NAME TYBEE ISLAND HISTORICAL SOCIET
ADDRESS P 0 BOX 366
CITY,ST,ZIP TYBEE ISLAND GA 31328
PHONE NUMBER 912-786-5801 OFFICE
CONTRACTOR NAME E C BURNSED CONST
ADDRESS 109 BUTLER AVE
CITY STATE ZIP TYBEE ISLAND GA 31328
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE U
TOTAL FEES CHARGED $ 95.00
PROPERTY IDENTIFICATION#
PROJECT VALUATION $10,000.00
TOTAL BALANCE DUE: $ 95.00
It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,
soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including
all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
r
Signature of Building Inspector or Authorized Agent:
Ammar `/ :i• — . 101 401141:
P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328
(912)786-4573-FAX(912)786-9539
www.cityoftybee.org
DEFT.OF
KATURAL 6,MJOVRCEU G
iOtA
��n
Permit Acknowledgement of
Asbestos/Environmental Notification to Georgia EPD for
Projects Involving Demolition, Wrecking, or Renovation
The undersigned hereby acknowledges that the issuance of this permit does not in any way grant
permission to the owner, owner's representative, or permit holder to proceed with demolition,
wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project
Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with
the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the
rules. In most cases, the rules require both the owner and the involved contractors to assure the
portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos
Inspector for materials that contain asbestos; and the removal of the asbestos before renovation,
wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed
demolition notification from be submitted 10 workings days in advance even if no asbestos is
present in the building. Further guidance for regulatory compliance and contact telephone
numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and
Demolition. Other environmental issues such as asbestos removal techniques, lead abatement,
ground contamination, or unusual site conditions may have EPD regulations that could affect the
project.
,,//*; /' e -- ,F/20
Undersigned Date
C4fre47-.;
Printed Name
Office Use Only:
Project Address:
Permit Number:
•
,..
SITE PLAN GENERAL NOTES .1
_ 4t .
"......-
..t, x ,,,of 1U./U 6•1
1. THIS PLAN IS A PORTION OF THE "PI
. o-'1 CONCRETE x \
X 4? x N.
DRAWING ENTITLED, "PARTIAL TOPOGRAPHIC
14" PALM 10.82 10.76
.:,
POWER GOE 0 0 0 0 0 0 0 0 SURVEY OF THE TYBEE LIGHT HOUSE,
'1%,,t4-- " UVE OAK 10.60 10.46 - UNDERGROUN
1" LIVE OM . 9 10.47 0.55 HE F LOCATED ON A 5 ACRE TRACT IN FORT
SCREVEN WARD, CURRENTLY KNOWN AS 0
* 10 10.10 • APPROX. SETBACK
10.35 ak -- • BEECHWOOD DRIVE, -TYBEE ISLAND, CHATHAM
As p .
. MIA It -
10.47 A t r 10.17 - mi--M- - -- -=11.1:2 - = - pry In pm___
sr RN re =II= -
--- r;::L. m:: 14)Ik \ COUNTY, GEORGIA, FOR THE TYKE ISLAND
)bilm19 0 • - It I HISTORICAL SOCIETY, INC.," DATED JUNE 29, :.
g7 10.39 P A v _ I Et 0(TY 1) 1 - 1(TYP)0 1 1 1 1
X cv
1 0 1 N c
2004 AS REVISED ON OR ABOUT JANUARY
4)
q) 4, . -
0 0 se/4i
X Cv 4, . --".+.... . ..millftb, N -- 19, 2010 AND AS PREPARED BY CHATHAM
x cr x c). x q-- ' ---001%,„ 4)- 1026
SURVEYING SERVICES. THIS PLAN INCLUDES
dige.40.0., que..
iNt‘
b.
THE APPROXIMATE LOCATION OF PROPERTY 1,21, •
1_ LIVE OAK x q- 9.5 _
9.86 Z
LINES AND SETBACK LINES FOR REFERENCE g) 0 33 0 ---4
4)
7:3 1.. -sr
0 I ONLY (THEY HAVE NOT BEEN LOCATED BY ,, • 4•0 =
20" PECAN \ S 71
.*h
F.GR. 9.5 ‹c (NP) CHATHAM SURVEYING SERVICES). BUILDING
A , . .-- 26* If OAK
SIGN I LAYOUT MUST BE AS PER THE "BUILDING ri) o a 00032
9 F.Gj .10.0 Proll \ Ark(TYP ( p4) LOCATION PLAN," DATED JANUARY 27, 2010 • 4,% to' 0 t`)t`)St
0411 r 0,,, AS PREPARED BY DANIEL E. SNYDER " g-
X 1r
..."r.F. 'ALM ,,,,PALM '1; o /
____ ____I____ L__ _II lia =
, \ ARCHITECT, P.C. w 0 al • v
/-:-.\ At,... x 1;9
lim
--N- 13) •■•■■ . C C4"
4)4) r LIVE OAK cp ‘..5.1 '4.1■,-," '5. '4N- '-f.t4' -, , .•
1 fig 11 ro-ol rdill 1 LI III - - - - --,_ .0 w c _- .
x 55- " I"
• x <be 4.....v.TypD1 lal 1 I HI 1 1 81 2. NOTE THAT WHEN THE HOUSE IS MOVED, 1.- 0 ,„ ,co 0,_.
cti s- ‘4'' ''' a) .6
7* P. AI ,...., 4 'PROX. UNE OF
\.__q-/N- - 7141 .' TREE CANOPY-4 IN THE PLACEMENT OF THE HOUSE -IT IS TO
( I- BE ROTATED FROM ITS BUTLER AVENUE C--) < (71 (73 id 5‘4 g
14" PALM fj,,0 GROUND FLRN11411 1
NORTH-SOUTH ORIENTATION SO THAT THE
AV. I I OAK 1 0
' •
+ "I AT 10.00 AMSL ' Atip, 0) CURRENT EAST ELEVATION SHALL BE FACING
8.53
11.04:7' I t 1 NORTH, AND THE WEST ELEVATION SHALL BE
1" LNE OAK -I- ,
iir ■ 1 Z .1 FACING SOUTH, ETC. .. OF
8. i
• 14* PALM. 14* ''
A
co 4" Ali.. .•:* "
43 ;v., • --' ,tc . . _ .0,•ps
, .A■
4. \ 8.• ; 9.57 ) + 431. +
kIrs ' ' q.
X %,e,- x qr x V ';Zt.tf V bt .
X qr V )6.4W SITE PLAN NOTES
't../.; 13* •.1 9.82 I -- cl
/ _ ■ L i
El Ill 1 lfl 11 f•
.' 1 . 4 A - •
_
i
. II MN MI - in
- es \ 1 . LOT TO BE GRADED SO AS TO DRAIN ' , ' 1 . -. qi
F. I. 9.5 ,
0, f•-•
19* P. •• 14* P'
15* PALM ( IM ii 1 III 1111 SURFACE WATER AWAY FROM GROUND FLOOR ''13" (-1)D,
...-.0
CONCRETE SLAB. THE GRADE AWAY FROM '1)., Z-i,t, * ,.0'
.4„;
SLAB SHALL FALL A MINIMUM OF 6 INCHES `'. NICA NO' #(4/
+ 1;4,ir: )/ .'3,c''' \ WITHIN THE FIRST 10 FEET. ' -.TE . . x\. •
. l'i•,.
8.77 B.G
8.46\17" PALM 7*.**:?..1; +
'' 8.46 tcyTYP),_
Ate \- 2' WOOD POST-ll
FOR CABLE
. .
2,7 •- • • D
F2L.00SREECOGNRCORUETNDE SFLLAOBORSLPOLAPNES.FOR GROUND
(ili el*Iiire + FENCE I
+
O 4:1049■-•
"1:44 Ali-- ........ ......
.. ....... ..............7 +9.18 tittp,"
\ 8.83 P.,
uz: b 32" UVE 0 , 9.60 I
- .."--1--, 48.5 13* PALM -
11* PALM 1 / \ 3. PROVIDE CONTINUOUS SLOPE FROM END ›N
41a
• ------ -
OF SWALES TO LOW POINT IN THE YARD
\ 1 --
20 I:D C
(ELEVATION: 6.82) AS SHOWN ON
APPROX. SETBACK --- olle•mommoomoomoommo.. ..L8 o711
....L.. RI • 0
_____ IP
- -- A ) 1 If al
am - M - ___NT; .I TOPOGRAPHIC SURVEY. •••• .4...:5
+ \
0 M .. - - .
... ..„ + 9.30 N II I It I I " I III CO
r‘;') * 4. BUILDING LOCATION DIMENSIONS, 0 as>
-I-8.99
+8.92 N 8.96 4' CHAIN LINK / - I PROPERTY LINES, SET-BACK LINES ARE ALL (/) 0
FENCES- / 8.66
SHOWN IN THEIR APPROXIMATE LOCATION.
___. 7 . /4- 9.35 .1
SEE BUILDING LOCATION PLAN AS PREPARED c
____ __ ,..,.. x_____,______*____4_
-0- ......, ,„,
^k 1 SITE PLAN
0
El -A100
4T 1/16 = V-0"
13LOCK 0
AR4GE. 4/1___ __
e, 0 HO P
-- -- ----- FF------x
--01I o- 0
m
Ir i I I I I 1
N. BY DANIEL E. SNYDER ARCHITECT, P.C.,
DATED JANUARY BUILD 27ING LOCATION., 2010 FOR PROPOSED
CU eiv
() --•••••
...is c
" 0
\ T i
>I I 0 1
III
U - In
- HI I
El a I
....
A- LEGEND
EXISTING TREE TO BE REMOVED
+a ca
0 0
•••••
.T.
° I (TYP) if (TyP)43, II ...4.,
Chatham County . ,-,4
(Ty P)e %AV' ...L.
0 9---------EXISTING CONTOUR TO REMAIN mt:i CI 00
(NI
2
FETID:4 FOR COM CONPLIAECII 0) C 0 ro
I sPROPOSED CONTOUR LINE D) ;,---)
Evary effort has been made to 1dentif7 i'■ (t) (10
ji:-4 j17p: 4) <
cc d? wiolotions no ever3ight by the
014-g ›
y_--aylewer sf);111 ::::2 co:os-:-,i-: s.:: -..3 .---.-u-thoritY 2 ,L 9.0 PROPOSED GRADE ELEVATION
.
--
to vlolat,,, cs_ _:o-i , s,..:S,o.;7 G:Zr. sst aside
Arl- ..... ow rt-
-0
an:v ap.oicio ..,- os .:,, :' c-ir' inances. The 1 III i
, I 1 _ It I 1 RI I I In I 0
review ar,d ooz)it should not be construed 0 u I mum mum , wran - .. __
. ........ LINE OF SWALE c 0
----g) -63
as a warranty or guarantee.
1 "I zo I Ill (0 N I 0 II ii
I____ a) 71
c) 6
,42 - 1 .\. •(Typ)
77,uewed BY .45-'1'-- _..._ Data 21'4 // ' 3‘) I 1 I ° Si, 1 I
la
/
GENERAL FOUNDATION NOTES
to i_
cc)
I 1. THIS PLAN LOCATES THE PROBABLE
■ LOCATION OF PIERS BASED: ON FIELD ,62-ds't 225 0;A;v
SURVEY AND IS ADEQUATE FOR FOOTING c,,-?,,,, t 0-
.c.fr-E
PLACEMENT. MODIFY NEW PIER LOCATIONS AS w°-'6.-icS Qt4 0. Q-0.
H- I 1 I I I BI I REQUIRED TO MATCH THE LOCATION OF THE "a-g gc'Aii iiii
If 1 III I mr I °(TYP) 1 0 ell ORIGINAL PIERS BASED ON HISTORIC FIELD
0 n I - ll Mu NI rw" - -- -M--ii
-2-k- \ EVIDENCE ON THE SILL BEAMS ABOVE.
2,..,00 022 5-5
.0
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/ - / motzet 075.0-0 50,
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ir C FOUNDATION PI_AN
2. 6X6 PT WOOD PIER R 1 -IONS:
7-34 A100/ 1/4" = 1'-o" A • • •
Z 3. 8"X8" (TRUE) RS PT WOOD PIER AFA 0 z •
A 0 S .
4. 3'X3' CONCRETE FOOTING
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1.00 GENERAL 2.20 TESTING AGENCY WILL TEXT COMPACTION OF SOILS IN PLACE ACCORDING TO ASTM D 4.40 STRUCTURAL STEEL .
1556, ASTM D 2167, ASTM D 2922, AND ASTM D 2937, AS APPLICABLE. TESTS WILL
1.01 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2006 BE PERFORMED AT ISOLAIEU COLUMN FOOTING LOCATIONS. 4.01 ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AISC "SPECIFICATION ;: "
EDITION. REFERENCE TO OTHER STANDARD SPECIFICATIONS OR CODES SHALL MEAN FOR STRUCTURAL STEEL BUILDINGS, DATED MARCH 9, 2005, AND THE CODE OF /'_ :r.==&
THE LATEST STANDARD OR CODE ADOPTED AND PUBLISHED. 2.21 WHEN TESTING AGENCY.REPORTS THAT SUBGRADES, FILLS, OR BACKFtLLS HAVE NOT STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 18, 2005. / b '
, _-_
ACHIEVED DEGREE OF COMPACTION SPECIFIED, SCARIFY AND MOISTEN OR AERATE, OR
1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING REMOVE AND REPLACE SOIL TO DEPTH REQUIRED; RECOMPACT AND RETEST UNTIL 4.03 UNLESS NO i ED OTHERWISE, STRUCTURAL STEEL SHALL CONFORM TO ASTM A992. t;: ,., s .0
WORK. NOTIFY THE ENGINEER OF ANY DISCREPANCY. SPECIFIED SPECIFIED COMPACTION IS OBTAINED. ANGLES AND PLATES SHALL BE ASTM A36. o" ., f `
', 1 ,a
1.03 NOTIFY THE ENGINEER OF CONDITIONS ENCOUNTERED IN THE FIELD CONTRADICTORY TO 2.22 PROTECT NEWLY GRADED AREAS FROM TRAFFIC, FREEZING, AND EROSION. KEEP FREE 4.04 ANCHOR BOLTS SHALL CONFORM TO ASTM F 1554 GRADE 36 UNLESS NOTED re•. y��
THOSE SHOWN ON THE CONTRACT DOCUMENTS. OF TRASH AND DEBRIS. OTHERWISE. .L`.0 . -,-,, •4
1.04 THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY 2.23 REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERE COMPLETED OR 4.05 DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION ERRORS IN THE
OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. THE STRUCTURAL PARTIALLY COMPLETED SURFACES BECOME ERODED, RU I I ED, SETTLED, OR WHERE STRUCTURAL FRAMING. .
ELEMENTS ARE NOT STABLE UNTIL THE STRUCTURE IS COMPLETE. THEY LOSE COMPACTION DUE TO SUBSEQUENT CONSTRUCTION OPERATIONS OR ,, , ..
WEATHER CONDITIONS. SCARIFY OR REMOVE AND REPLACE SOIL MATERIAL TO DEPTH n1 �. Fes: � },� "~ .�J �~r � � � ,Y }` ux
1.05 COORDINATION OF STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL AS DIRECTED BY ENGINEER; RESHAPE AND RECOMPACT. .2? , "- :�`":` " , �Tr- -,; "
✓�<.^t.nay , , y; ,..,� s�.<_�.� .q,..-'f``� �'<. .i%' �.,•' :fit ,
DOCUMENTS SHALL BE DONE BY THE CONTRACTOR, NOTIFY THE ENGINEER OF ANY �` yf EXISTING 2"x4" (TRUE) STUD
CONFLICT AND/OR OMISSION. 2.24 WHERE SETTLING OCCURS BEFORE PROJECT CORRECTION PERIOD ELAPSES, REMOVE 2'-8" 12" O.C. (MAX) TYP./ FINISHED SURFACING, BACKFILL WITH ADDITIONAL SOIL MATERIAL, COMPACT, AND '� " ` EXISTING 2"x7%a (TRUE) N u,
1.06 THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIMENSIONS SHOWN ON THE RECONSTRUCT SURFACING. RESTORE APPEARANCE, QUALITY, AND CONDITION OF FLOOR JOIST 0
STRUCTURAL AND ARCHITECTURAL PLANS. NOTIFY THE ENGINEER OF ANY FINISHED SURFACING TO MATCH ADJACENT WORK, AND ELIMINATE EVIDENCE OF 2"x734" (TRUE) EXISTING 2"x7." (TRUE)
DISCREPANCY BEFORE STARTING SHOP DRAWINGS OR ANY WORK. FOR DIMENSIONS RESTORATION TO GREATEST EXTENT POSSIBLE. ti FLOOR JOIST, TYP. FLOOR JOIST, TYP. 1 SIMPSON A23 CLIP ANGLE,
P NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. - -- 1 INSTALL IN STRICT ACCORDANCE - it -_ i P m
2.25 DISPOSAL: REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING k s
1.07 REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS BY THE ENGINEER DOES NOT UNSATISFACTORY SOIL, TRASH, AND DEBRIS, AND LEGALLY DISPOSE OF IT OFF WITH MFR'S PUBUSHED A; E I INSTRUCTIONS Lii
REUEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP OWNER'S PROPERTY. - �I� °
DRAWINGS BEFORE SUBMITTAL TO THE ENGINEER. THE CONTRACTOR REMAINS SOLELY I REPLACE SIDING AS NECESSARY
RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE DIMENSIONS 3.00 •�:. r '�-FOR STRAP TIE INSTALLATION,
SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR %. jr '
i SEE. ARCH.
THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF 3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301, "SPECIFICATIONS FOR E° . f \ t '
\\\.... 1 CONSTRUCTION. STRUCTURAL CONCRETE FOR BUILDINGS', LATEST EDITION. DESIGN IS BASED ON ACI III .. ''
318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST EDITION. sii z SIMPSON A23 ANGLE EACH SIMPSON LSTA21 STRAP TIE AT
1.08 BUILDING LOADS: 1
3.02 UNLESS NOTED OTHERWISE ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE " SIDE OF FLOOR JOIST AT EVERY STUD, INSTALL IN STRICT
1 j2 W, LAG EVERY GIRDER, TYP. ACCORDANCE WITH MFR'S
SUPERIMPOSED GRAVITY LOADS: FOLLOWING MINIMUM 28 DAY STRENGTHS: SCREW, TYP. :�_ PUBLISHED INSTRUCTIONS (P `"
FLOOR LIVE LOADS 40 PSF ( a
DEAD LOAD ACTUAL WEIGHT OF STRUCTURE y �` r "`"���� ;'"^ -' <�MT° 8x12 PT SW GIRDER
SLAB-ON-GRADE AND FOUNDATION 4,000 PSI �£ ?` <` ry,, .` 8x12 PT SW GIRDER i 4J
WIND LOADS (PER ASCE 7-05): 3.03 CONCRETE MIX DESIGNS, IN ACCORDANCE WITH ACI 318 SECTION 5.3, SHALL BE 4x6 PT SYP BRACE, TYP. ` o a h
BASIC WIND SPEED 130 MPH SUBMITTED TO THE ENGINEER AND TESTING AGENCY. THE TESTING AGENCY IS r'
IMPORTANCE FACTOR I = 1 RESPONSIBLE FOR MIX DESIGN APPROVAL n- , :.� .-"` ,tom "`" LSTA30 STRAP TIE AT 4 FRAMING SECTIONS S
EXPOSURE C ` ;,,. " �`�.. - EVERY PIER-TO-GIRDER o
3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND , i F � CONNECTION, OVERLAP Si SCALE: 3/4" = 1'--0"
z z
2.00 FOUNDATIONS AND SLAB-ON-GRADE REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING 1/2"0 SS THRU "?. TOP OF BEAM TO MAX. 0 0
2.01 THE DESIGN OF THE FOUNDATIONS AND SLAB-ON-GRADE IS BASED ON AN ASSUMED THE REQUIRED CONCRETE• DESIGN STRENGTH IS THE CONTRACTOR'S. BOLT, TYP. DEPTH; INSTALL IN STRICT 5" of
ALLOWABLE BEARING OF 1,500 PSF. THE CONTRACTOR IS RESPONSIBLE FOR ACCORDANCE WITH MFRS
VERIFYING ALLOWABLE SOIL BEARING PRIOR TO CONSTRUCTION. 3.05 USE OF CALCIUM CHLORIDE CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT ' ,,
PUBLISHED INSTRUCTIONS (roc `
PERMITTED. ''''. � �
•2.02 SUPPORT BOTTOM REINFORCING IN FOOTINGS WITH CONCRETE BRICKS OR PLASTIC ~y}r li`*
:.x�;�,,.^'`C;K•,:Fn_•a...^'`x :nr-py�fi°''` ..r.�yc.5`2• ...;t w `2>„ ;r=yfd1 "^..w'. .c�'^ ��i.`�.-ar. ``ce'ca``nii� ``�k''=,asia` s tq}y,: -«�y �;t�'ati..rt�,`•-uf,, /� Z
CHAIRS SPACED A MAXIMUM OF 3'-0" EACH WAY. 3.06 THE AIR CONTENT !N ALL CONCRETE EXPOSED TO WEATHER SHALL BE BETWEEN 3% ✓S
AND 6%.
2.03 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES v
FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, 3.07 THE TESTING AGENCY SHALL SAMPLE AND TEST EACH 50 CU. YARDS OR FRACTION
THEREOF OF EACH CLASS OF CONCRETE PLACED EACH DAY. SAMPLE CONCRETE IN C") h N 2 1
AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. ACCORDANCE WIh ASTM C172. PERFORM THE FOLLOWING TESTS IN ACCORDANCE Z 110 0 z 11 Z
2.04 PREPARE SUBGRADE FOR EARTHWORK OPERATIONS INCLUDING REMOVAL OF WITH THE INDICATED STANDARD: >,�� F, ,, -rn a Isr g VII o ,,x
VEGETATION, TOPSOIL, DEBRIS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM SLUMP: ASTM C143 r° :," w N I1t 4 34 m
GROUND SURFACE. AIR CONTENT: ASTM C173
COMPRESSIVE STRENGTH: ASTM C39, WITH ONE CYLINDER AT 7 DAYS, 2 r' 8x$ PT SW COLUMN'S Z hi U v ,. , ,
2.05 PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS. 5 I U E. <E m
CYLINDERS AT 28 DAYS, AND ONE SPECIMEN HELD IN RESERVE
2.06 PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM 3.08 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED s -, <r �r i g > 0ti; �?a
PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND OTHERWISE. mom' "'�� "'y ri
SURROUNDING AREA. fl 0. 1,04, ,
2.07 PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY 309 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO ....,}.,
RAIN OR WATER ACCUMULATION. PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN POSITION OF
FINISHED GRADE
REINFORCEMENT WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. x o$ 'Q V
2.08 REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW "STICKING" DOWELS INTO WET CONCRETE IS NOT PERM!I IED. -f! �I I ��I I-"I I-I 1 1 -I I I-- I I --111--I I I--I(I-4 03 45 ' g
WATER TO ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS 3.10 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE: SPLICE ONLY AS SHOWN --I I I3) t I"I t--" } 11=_1}{ -- w Z
TEMPORARY DRAINAGE DITCHES. {3} 1/2 SS -� t�� -} t �I#1- �- +
OR APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE TENSION SPLICE (CLASS "B") THRU BQLT$_ -1 I I--1! �-11 f=1 I I- m
2.09 INSTALL A DEWATERtNG SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE '-I 11 I G I I I_ '' ' ` w
SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES (CLASS 1/2" HOT DIP GALV. GUSSET ' r, '�
WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERlNG IS NO LONGER p p #; Z �4 > t'
REQUIRED. "B"). UNLESS NOTED OTHERWISE LAP LENGTHS EXPRESSED IN NUMBER OF BAR (4) 3/4"0 SS H1L1! A E ...
DIAME I E.RS SHALL BE AS FOLLOWS: 150 MAX ADHESIVE
2.10 EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A TOLERANCE OF PLUS NORMAL WEIGHT CONCRETE, f'c (PSI) ANCHORS, EMBED 6" Win S ° Z
OR MINUS 1 INCH. IF APPLICABLE, EXTEND EXCAVATIONS A SUFFICIENT DISTANCE BAR NORMAL Q ,,� 0
FROM STRUCTURES FOR PLACING AND REMOVING CONCRETE FORMWORK, FOR SIZE • • 0
INSTALLING SERVICES AND OTHER CONSTRUCTION, AND FOR INSPECTIONS. 3,000 4,000 5,000 6,000 ;d .�4 Jo .i i•
4 - •` < J
2.11 DO NOT DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE #6 OR SMALLER 57 DIAM 49 DIAM 44 DIAM 40 DIAM `• - : • •4• • . �I J> Z
JUST BEFORE PLACING CONCRETE REINFORCEMENT. TRIM BOTTOMS TO REQUIRED - a 4. �: as .- � ('
UNES AND GRADES TO LEAVE SOLID BASE TO RECEIVE OTHER WORK. •• - .- 44 a.
7 OR LARGER 71 DIAM 62 DIAM 55 DIAM 50 DIAM <* - • •.- • w . • 4. , I 0z w 4.
2.12 UNIFORMLY MOISTEN OR AERATE SUBGRADE AND EACH SUBSEQUENT FILL OR - - • . • . ° . 1 L W
BACKFILL SOIL LAYER BEFORE COMPACTION TO WITHIN 2 PERCENT OF OPTIMUM INCREASE THE ABOVE LAP LENGTHS BY 1.3 FOR TOP BARS AND BY 1.3 FOR 3" � p 1'--O" a I I I - _ sf ¢_
MOISTURE CONTENT. LIGHT-WEIGHT CONCRETE. CLR. "� E - UNta "�
{4) #S EACH WAY, � �
2.13 DO NOT PLACE BACKFILL OR FILL SOIL MATERIAL ON SURFACES THAT ARE MUDDY, <0 a<1.51 Z C 3
3.11 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED TOP AND BOTTOM
FROZEN, OR CONTAIN FROST OR ICE. COMPACTED C.�
OTHERWISE:
3-0" x S-0" SUBGRADE """"' ~
2.14 REMOVE AND REPLACE, OR SCARIFY AND AIR DRY OTHERWISE SATISFACTORY SOIL ' rQ z Q
t MATERIAL THAT EXCEEDS OPTIMUM MOISTURE CONTENT BY 2 PERCENT AND IS TOO CONCRETE CAST AGAINST EARTH (NOT FORMED) 3 0 ¢ p
WET TO COMPACT TO SPECIFIED DRY UNIT WEIGHT. FORMED THROUGH X18 BARS TO EARTH OR WEATHER 2" COLUMN & FOUNDATION DETAIL 6'9 ` Z
1 2.15 PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN #5 BARS AND SMALLER 1 1/2" °TIMBER
SCALE: 3/4" = 1'-O"
LOOSED DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND PL 1/2x8x12 HOT DIP 1W b_
NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY 3.12 DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL GALV. BENT PLATE
HAND-OPERATED TAMPERS. THICKNESS WITHIN THE SLAB UNLESS SPECIFICALLY SHOWN AND DETAILED ON THE > �
STRUCTURAL DRAWINGS.
2.16 PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO PL 1/2x8x12x0'-8" iv _ Z W g Q
REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL LENGTH OF EACH 3.13 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED PL 1/2x8x12x0'-8" HOT DIP GALV. BENT N ®, (3/16T 0 LL 0 4 STRUCTURE. BY THE STRUCTURAL ENGINEER. HOT DIP GALV. BENT 8" 1/2" PLATE 8 Q, z
PLATE 4g $ 1/2 HOT DIP GALV. I 8 �--
2.17 COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES OF 3.14 REINFORCING STEEL PLACEMENT SHALL BE INSPECTED IN ACCORDANCE WITH ACI 318 1/2" HOT DIP GALV. . f2"2„ GUSSET PLATE, TYP. �' col- a 0 ...1
I MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM 0 698 OR ASTM D 1557: SECTION 1.3 BY A REGISTERED STRUCTURAL ENGINEER, OR BY A REPRESENTATIVE GUSSET PLATE, TYP. ��,.,.,����„%-- •.�• _
Mg wrr...r�.rrarr j i�..r,.rs..wr.wr..i _
RESPONSIBLE TO HIM. THESE INSPECTIONS ARE NOT INCLUDED IN THE BASIC - ��, �„�_� _ . N
UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, SCARIFY AND , SERVICES OF THE STRUCTURAL ENGINEER OF RECORD. f�`�"`���""` ! \ ' '° ix
RECOMPACT TOP 12 INCHES OF EXISTING SUBGRADE AND EACH LAYER OF >� j_ _ f; . , * I i u Z
BACKFILL OR FILL SOIL MATERIAL AT 95 PERCENT. _#
2.18 ENGAGE A QUALIFIED INDEPENDENT GEOTECHNICAL ENGINEERING TESTING AGENCY TO PROVIDE AISC STANDARD ��'"�-�,;,�:j ��-���- >f CD
PERFORM FIELD QUALITY-CONTROL TESTING.
PROVIDE AISC STANDARD ''"'''"""'�:f �--'^"'�""""' DIAMETER HOLE FOR r .�
DIAMETER HOLE FOR 3/4"0 HILTT ANCHOR
2.19 ALLOW TESTING AGENCY TO INSPECT AND TEST SUBGRADES AND EACH FILL OR lr 3/1P w w.
BACKFILL LAYER. PROCEED WITH SUBSEQUENT EARTHWORK ONLY AFTER TEST 3/4"9 HILTI ANCHOR BOLTS
RESULTS FOR PREVIOUSLY COMPLETED WORK COMPLY WITH REQUIREMENTS. BOLTS 3/1 `VARIES, COORD. WITH FINAL JOB NO: J-72971
ACTUAL COLUMN DIMENSION PATE: 01/27/2010
DRAWN: 1MB
} Ail iri tia a t no g with DESIGNED: TMB
I �� , ':�^� REVIEWED: CLG
BASE PLATE DETAIL T�I; Into 'lo`t a v ''_ , BASE PLATE APPROVED:a.G
_ n a 3 LATE DETAIL
SCALE: 1-1/2" = 1'-0" Ar e 7 rila i SCALE: 1-1/2" = 1'-O" SCALE: AS SHOWN
H .1 S /