HomeMy WebLinkAboutDRB18-0489_Approved Plans_1538512406.pdf ye/
'0OF kd.,p,...SIMPSON ABU/ ABE TIMBER COLUMN RE:
COLUNM BASE - FINISH PLAN
PER CNTRCTR '".1007 I
WATERPROOFING AT DRB
CONNECT COL. BASE TIMBER COLUMN/ FNSH 022°8
PER MANUFACTURER PER GNTRGTR ED
12:00:00 AM
z
Y
I� [FIELD COORD.]
(1) t T.O. PIER
SPECIFICATIONS: 1.11111I-1111 I 11=111=1b PS E
11 I II STRUCTURAL 1�516N5
DESIGN LOADS: O I I 12 CLR. PO BOX 6250
O a EAGLE, CO 81631
CODE EDITION: 2015 IRC
1 1 1 1 1- PH. 170-331-6740
LIVE LOADS: 1 J MOM_ *5-STIRRUP TIES, AS FAX. I-888-362-4685
• EXTERIOR DECKS 100 PSF
DEAD LOADS: C I REQI woo bPSE.NET
D
WWW bPSE NET
• EXTERIOR DECKS 10 PSF WRAP STIRRUPS AT ■
LATERAL LOADS: VERT. RE I NFORG NG
RE: PLAN THESE PLANS AND WRITTEN
BASIC HIND SPEED: N/A MATERIAL,HEREIN,ARE
• C INSTRUMENTS OF SERVICE AND
EXPOSURE: N/A ARE THE PROPERTY OF bPSE,LLC..
• (bPSE). REUSE OF THIS DRAWING
• SEISMIC DESIGN CLASS: N/A OR ANY INFORMATION CONTAINED
WITHIN;ON A PROJECT OTHER THAN
STEEL HELICAL PIER INDICATED IN THE TITLE BLOCK, IS
PER MANUF./ SUPPLIER PROHIBITED WITHOUT WRITTEN
CONCRETE FOUNDATION: STRUCTURAL HOOD FRAMING SPECIFICATIONS: NESION ROM bPSE.RbPSE IS
SPEC'S W/ STANDARD NOT PERRESPONSSIBLE FOR ERRORS
A. FOOTINGS HAVE BEEN DESIGNED USING AN (ASSUMED) ALLOWABLE, NON-EXPANSIVE, A. HOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE NDS TOP PLATE $ (3)-#5'S RDUE TO EFER SCALED DRAWINGS.
ANY QUESTIONS
OR
SOIL BEARING PRESSURE OF 1000 PSF. "SPECIFICATIONS OF STRESS GRADE LUMBER AND ITS FASTENINGS," LATEST EDITION, VERT - DEPTH PER DISCREPANCIES TO bPSE PRIOR
B. CONTRACTOR SHALL CONTACT A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THE AND CONSTRUCTION MATERIAL SHALL CONFORM TO THE CURRENT IBC. MANUF./ SUPPLIER TO OR DURING.CONSTRUCTION.
(ASSUMED) SOIL CONDITIONS DURING EXCAVATION. VERIFY ANY DISCREPANCIES FROM B. FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR-LARCH (DF), ACCORDING TO
THE ORIGINAL DESIGN VALUES IN WRITING TO THE STRUCTURAL ENGINEER FOR THE FOLLOWING RECOMMENDATIONS: ALL 2" NOMINAL LUMBER, EXCEPT STUDS SHALL BE
RE-EVALUATION OF THE FOUNDATION DESIGN. DF #2 OR BETTER, AND SOLID TIMBER BEAMS AND POST 3" NOMINAL AND WIDER, SHALL I T 1 F. STL —ELI CAL
G. IF SOFT SPOTS ARE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL BE DF *2 OR BETTER.
REMOVE THE MATERIAL AND RE-COMPACT W/ APPROVED MATERIAL (AS ALLOWED BY, C. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR-LARCH OR HEM-FIR #2, OR BETTER.
AND PER THE GEO-TECH SOILS REPORT). PLATES I N DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
_ 1 . 1 / F I L 5/, I I = 11_011
D. IF OVER-EXCAVATION IS REQUIRED; THE CONTRACTOR SHALL PROVIDE FIELD DENSITY TREATED HEM-FIR *1. (PRESERVATIVE TREATED LUMBER REQUIRES ALL CONNECTIONS
TESTS ON THE COMPACTED FILL UNDER THE FOOTINGS AND THE INTERIOR SLABS ON AND NAILING BE GALVANIVED PER CODE).
GRADE (RE: GEO-TECH SOILS REPORT). D. DIMENSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS BEEN DESIGNED ASSUMING THE
E. AVOID EXCESSIVE WETTING OR DRYING OF THE EXCAVATIONS, KEEPING THE FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 100 PSI; HORIZONTAL SHEAR, 110
EXCAVATION REASONABLY FREE FROM HATER DURING THE PLACEMENT OF THE PSI; MODULUS OF ELASTICITY, 1,600,000 PSI; TENSION PARALLEL TO GRAIN, 450 PSI;
CONCRETE. PROVIDE CONTINUOUS PERIMETER DRAINS AROUND THE BASE OF COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN,
FOUNDATION AND RETAINING WALLS (RE: GEO-TECH SOILS REPORT FOR THE SPECIFIC 625 PSI. LJJ
UNDER-DRAIN SYSTEM REQUIREMENTS). E. DIMENSION TIMBER LUMBER (5"+ WIDE X 5"+ DEEP) HAS BEEN DESIGNED ASSUMING THE
F. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATURAL SOIL OR PROPERLY FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 1350 PSI; HORIZONTAL SHEAR, 1100 < y
COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PSI; MODULUS OF ELASTICITY, 1,600,000 PSI; TENSION PARALLEL TO GRAIN, 450 PSI; SIMPSON ABU/ ABE TIMBER COLUMN RE: '<l�
GEOTECHNICAL ENGINEER INCLUDING PROOF-ROLLING AND OVER-EXCAVATION, AS COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN, COLUNM BASE - FINISH Z PLAN
REQUIRED. (NO CONCRETE SHALL BE POURED ON HATER, SNOW, OR FROZEN GROUND). 625 PSI. PER CNTRCTR 0 O —I—
G.
G. FOOTINGS ARE TO BEAR A MINIMUM OF 41-0" BELOW EXTERIOR GRADE. CENTER ALL OF F. HOOD PLATES INSTALLED ON CONCRETE WALLS/ BEAMS SHALL BE RIPPED TO MATCH WATERPROOFING AT — Z
THE FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES, UNLESS OTHERWISE NOTED/ WALL/ BEAM WIDTH. CONNECT COL. BASE TIMBER COLUMN/ FNSH
DIMENSIONED ON PLANS. G. BOLTS USED FOR HOOD FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD PER MANUFACTURER PER CNTRCTR I—
H.
H. BACKFILL SHALL BE COMPACTED TO MEET A 15% MINIMUM STANDARD PROCTOR WASHERS AND NUTS.
DENSITY PER ASTM D-1557, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. H. TYPICAL MINUMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO w 9
BACKFILL SHALL BE PLACED 1 N 12" MAXIMUM VERTICAL L I FTS (PLACED EQUALLY ON THE 2015 1 BC FASTENING SCHEDULE.
EACH SIDE OF WALL, WHERE APPLICABLE) OR AS DETAILED IN THE GEO-TECH SOILS I. 2X DIMENSION LUMBER FLOOR FRAMING, REQUIRES: 2X "CROSS BRIDGING" BLOCKING i REPORT AND SHALL BE FREE OF ORGANIC/ VEGETATIVE MATERIAL AND COMPACTED IN SPACED AT INTERVALS NOT GREATER THAN 8'-O"; AT ALL SUPPORTS AND CANTILEVER � [FIELD COORD.] Z V
A MANNER THAT DOES NOT DAMAGE THE CONCRETE FOUNDATION, WATERPROOFING OR ENDS. Y T.O. PIER 0 ft
DAMP-PROOFING MATERIAL. J. ANY HOLES REQU I RED I N THE HOOD FRAMING; SHALL BE DRILLED THRU THE CENTERL I NE ,
—I—
I. FINAL BACKFILL GRADES SHALL PROMOTE POSITIVE DRAINAGE AWAY FROM THE OF THE STUDS AND/ OR JOISTS AND SHALL NOT EXCEED A 1/2" DIAMETER. 1=1 I 1E1 1 1 1E1 I 1=1 V
STRUCTURE AND SHALL CONFORM TO ALL THE REQUIREMENTS LISTED IN THE K. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SUCH AS THOSE MANUFACTURED BY THE 1 I OR —1 1 11 1
GEOTECHNICAL REPORT. SIMPSON COMPANY SHALL BE USED TO JOIN RAFTERS/ JOISTS OR BEAMS TO OTHER
BEAMS AT FLUSH-FRAMED CONDITIONS. USE NAILS SPECIFIED BY THE MANUFACTURER a 1"V I Li) ^ ,v
0 Ill
if1O\
AND PROVIDE THE MAXIMUM NAILS SUGGESTED. CONTACT THE STRUCTURAL ENGINEER H I b —
REINFORCED CONCRETE: FOR ADDITIONAL CONNECTIONS AND DETAILS, AS REQUIRED. -H a o 11- < (n
A. STRUCTURAL CONCRETE CONSTRUCTION WORK SHALL CONFORM TO THE REQU I REMENTS - I
OUTLINED IN THE ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND THE ACI 318 Q XX
MANUAL. STRUCTURAL HOOD FRAMING ASSEMBLIES: ° a 'V\
B. CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/11 SULFATE-RESISTANT A. EXTERIOR DECK CONSTRUCTION: '-
PORTLAND CEMENT, AGGREGATE AND WATER; TO SATISFY THE FOLLOWING I. HOOD DECKING SHALL BE 2X HOOD DECKING. PLANKS SHALL BE SPLICED AT THEST o ° /
REQUIREMENTS: CENTER OF THE SUPPORT MEMBERS WITH ADJACENT PLANKS SPLICED AT WRAP REI NFOR IN l_
VERT. RE I NFORG I NG 16.NI...- Z
LTERNATE SUPPORT MEMBERS - EACH DECK PLANK SHALL BE CONNECTED TO z nn,,
ELEMENT: F'c MIX TYPE MAX W/0 RAT 10 % AIR EACH SUPPORT WITH (2)-*8 DECK SCREWS, PER MANUF. DECKING SHALL BE GLUED Y o CONCRETE PIER RE: 1Z
CONC. PIERS 5000 PSI
0.
---- AT THE BUTT-JOINT WITH 40% GLUE COVERGE.- TYPICAL, U.N.O. v ° PLAN FOR REINFORCING I O
FOOTINGS 5000 PSI ---- ---- 2. COORDINATE FACE PATTERN, TEXTURE AND FACTORY FINISH WITH THE ARCHITECT. OI I-
° 0 0 "
G. HOT AND COLD HEATHER CONCRETE PROCEDURES SHALL CONFORM TO THE `r #3-STIRRUP TIES; (2)-AT — NI
RECOMMENDATIONS IN THE ACI "MANUAL OF CONCRETE PRACTICE" (IT IS HIGHLY GENERAL SPECIFICATIONS: 3 O.G. ATOP AND AT In fl I-
RECOMMENDED THAT NO CONCRETE SHALL BE POURED WHEN THE TEMPERATURE 15 A. 1 F CONSTRUCTION ADJOINS AN EX I STING STRUCTURE; THE CONTRACTOR SHALL BE
BELOW 40° F). RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND 24" O.G. REMAINING
D. THE BUILDER AND OWNER SHOULD BE MADE AWARE OF THE CHANCE OF MOVEMENT AND ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. c
CRACKING OF ANY STRUCTURE PLACED DIRECTLY ON COMPACTED FILL. (UNDER PINNING, SHORING AND BRACING OF THE EXISTING STRUCTURE SHALL BE THE , // 2" CLR.
E. EXPANSION/EPDXY BOLTS SHALL BE PLACED A MINIMUM OF 6 BOLT DIAMETERS FROM SOLE RESPONSIBILITY OF THE CONTRACTOR).
THE CONCRETE EDGES AND SHALL MAINTAIN A 12 BOLT DIAMETER SPACING, UNLESS B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. (RE: PLAN)
NOTED OTHERWISE. BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE SET G. COORDINATE REQUIREMENTS FOR MECHANICAL/ ELECTRICAL/ PLUMBING PENETRATIONS \ j‹ a° 4 a°. a° >Y \'/, T.O. FTG
WITH TEMPLATES. THROUGH STRUCTURAL ELEMENTS WITH THE STRUCTURAL ENGINEER. PRIOR TO % / \\ \\
INSTALLATION OF SUCH EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE
\/\ ° ��a °a /j'
STRUCTURE, THE CONTRACTOR SHALL ALSO OBTAIN APPROVAL FOR CONNECTIONS AND '\/
CONCRETE'S STEEL REINFORCING: SUPPORT. CONTRACTOR SHALL FURNISH REQUIRED HANGERS, CONNECTIONS, ETC. z a °
A. CONCRETE REINFORCING DETAILING, FABRICATION AND PLACEMENT SHALL CONFORM TO REQUIRED FOR INSTALLATION OF SUCH ITEMS, UNLESS SPECIFICALLY NOTED ON PLANS. N -I n 4
THE REQUIREMENTS OUTLINED IN THE ACI DETAILS AND DETAILING OF REINFORCEMENT D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND HOOD FRAMING EXPOSED _I
ACI 315. TO SOIL. ADDITIONALLY, PROVIDE WATERPROOFING, VAPOR BARRIER, ETC. AS SHOWN ILIA '3
B. ALL REINFORCING SHALL BE HIGH GRADE DEFORMED BARS CONFORMING TO ASTM ON THE ARCHITECTURAL DRAWINGS AND AS INDIGATED IN THE SPECIFICATIONS. in / RE: PLAN /
A615, GRADE 60 (MARKED WITH A "5"); EXCEPT TIES, STRRUPS AND PLATE ANCHORS E. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED
WHICH SHALL CONFORM TO ASTM A615, GRADE 40 OR ASTM A706, GRADE 60. THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION
C. CONCRETE COVERAGE FOR REINFORCING SHALL CONFORM TO THE FOLLOWING: SPECIFIED BY THE ARCHITECTURAL DRAWINGS. RE: PLAN FOR
1. CONCRETE POURED AGAINST EARTH: 3" F. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL REINFORCING r (�
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH): 2" ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IN v ,
D. LAP SPLICES OF RE 1 NFORC 1 NG, SHALL BE A MINI MUM OF 48 BAR DIAMETERS FOR *6 THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRAG ING, AND NECESSARY
BAR AND SMALLER, UNLESS NOTED OTHERWISE. CONTACT ENGINEER FOR SPLICING PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL
RECOMMENDATIONS PRIOR TO CONSTRUCTION, WHERE NOT SPECIFICALLY DETAILED OR COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) r-2 TYF . F I ER —OOT 1 NSI- 3
NOTED (DO NOT WELD OR USE MECHANICAL RE I NFORC I NO SPL I C I NG, UNLESS NOTED AS REQU I RED. ILLI
OTHERWISE). G. THE STRUCTURAL ENG I NEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO 1 . SCALE = N.T.S. V wi zz
MAKE THE JOB SITE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION
IS PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE N
OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL Y j
ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE V UI
SUB-CONSULTANTS. GENERAL CONRACTOR 15 ALSO RESPONSIBLE FOR THE 0_
SUB-CONSULTANTS WORK). UI
H. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR O N
EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHTITO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE NOTE: 0
IU
CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES CODE COMPLIENT fn
COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT HANDRAIL FRAMING ,,.,,.\\, V I N
AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE PER CONTRACTOR DECKING _ p0 tJOF'\titi r
BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE ;-:�0 •••••••••v'. i I I v
CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. f fee 7• -; "
y/f w
RE: ARCH ••' 94 S % Q
T.O. DKNG ►=�►z ►zI► I►� ► �7 n 0 p
/,r z�09208 ;4; +��
CONNECT BEAM TO COL ��dll' 1 i n S7ONAIE:-- 0
W/ I/2 LAG BOLT AT
ANGLE OR SIMPSON
BEAM BASE/ COL CAP 2X DECK FRAMING RE: PROJECT: 1448
IPLAN
STRT DT: 1/2018
HOOD BEAM
RE: PLAN TIMBER COLUMN RE: DRWN BY: PUP
PLAN
SHEET
r-5 TYF. DECK E O
S1 . I / /4II = 11_011
I . I
itiX0'0 CIF kd
S ..
e( 1471.
DRB
APPROVED
10/2/2018
(� 12:00:00 AM
` S
N/
EC < R A\ EX 1 ST DECKING UPPER 7N
b PS E
(UNAFFECTED) F.
o 2' 4' a' v
`v STRJC rURAL PESI NS
EXISTING TIMBER III
FLUSH ti PO BOX 6230
EAGLE, CO 51631
COLUMN, TYP d CANT 6X12 TIMBER CANT PH. X170-331-6'740
SCALE: 1/4" = I '-O" (UNAFFECTED) • FAX. I-555-362-4655
NOTES: / INFO@bPSE.NET
NEW 6X6 TIMBER WWW.bPSE.NET
NEW SIMPSON HUC [TYP
• EXTERIOR DECK FLOOR SYSTEM SHALL BE (2)-2X12 FLOOR JOISTS, RE: PLAN FOR SPACING, THESE PLANS AND WRITTEN
W/ 2X DECKING.
ID (4)-PLACES] MATERIAL,HEREIN,ARE
(2)-2X12 DECK•
INSTRUMENTS OF SERVICE AND
• 0 INDICATES COLUMN DOWN OR THRU FRAMING. ARE THE PROPERTY OF bPSE,LLC..
(bPSE). REUSE OF THIS DNe
• XXXX"-XX" ^, INDICATES TOP OF BEAM ELEVATION. V JOISTS AT 16" OR ANY INFORMATION CONTAINED
O.G., TYP. WITHIN;ON A PROJECT OTHER THAN
• ALL WOOD SILL PLATES IN CONTACT WITH CONCRETE; PROVIDE "GREEN" TREATED NOW p z �,/ INDICATED IN THE TITLE BLOCK, Is
SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. PROHIBITED wlrHour WRITTEN
PERMISSION FROM bPSE. bPSE IS
• HANG JOISTS FROM FLUSH BEAMS AND LEDGERS WITH SIMPSON HUS-TF TOP FLANGE NOT RESPONSIBLE FOR ERRORS
DUE TO SCALED DRAWINGS.
HANGERS, TYPICAL, U.N.O. j REFER ANY QUESTIONS OR
DISCREPANCIES TO bPSE PRIOR
• RE: CONTRACTOR FOR HANDRAIL AND STAIR FRAMING. RE: ARCH TO OR DURING CONSTRUCTION.
• THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND NEW SIMPSON HUC T.O. DGKNG
j
ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, z
SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN EXISTING TIMBER cif •
,.
CONNECTION WITH THE CONSTRUCTION WORK. COLUMN, TYP CANT 6XI2 TIMBER CANT
(UNAFFECTED) Iv - FLUSH --
Z
I-
EXISTING UPPER
DECK X 6
(UNAFFECTED) J
LLI
o
oI I
o1J
Z
2 ,_0 ,,, ,
W -/ _I
zvLf
OIC
U RES
� � o
W <
I
' -I
0 F < <
a'-o" (+/-) >I
( FLD VRFY ) Immo Z
QINATQN AN tz 0
= o
O 2' 4' a' / -,3/4" (+/-) / x '-
( FLD VRFY ) 0 �J r�
EXISTING I— 7
mom In 1-
SGALE: I/4" = I 1-O�� FOOTING CONCRETE PIER
(UNAFFECTED) 1 0 0
NOTES:
1 J
• FOOTING ELEVATIONS SHOWN ARE BASED ON FINDING ADEQUATE SOIL CONDITIONS AS
DETAILED IN THE THE GEOTECHNICAL REPORT. IF THE FOOTINGS ARE LOWERED DUE TO SOIL I D- 10_
GONDITIONS, VERIFY THE CHANGES WITH THE STRUCTURAL ENGINEER.
• CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN GEOTECHNICAL REPORT. 0 p +ILIL
FOOTING BEARING ELEVATION SHALL BE 4'-O" MIN. BELOW GRADE; GRADE SHALL BE 6" MIN. <
BELOW TOP OF FOUNDATION WALL. 0 O �`D
• CONCRETE "SONA-TUBE" PIERS ARE 10" �, TYPICAL U.N.O. > - = IL
• [] INDICATES CONCRETE FOOTING; SPREAD AND/ OR ISOLATED. I Q I dJ
• 1 INDICATES CONCRETE FOUNDATION WALL OR PIER. dJ <t
• ( XXXX"-XX" ) INDICATES TOP OF CONC. FOOTING ELEVATION. EXISTING u 7
• [ XXXX"-XX" ] INDICATES TOP OF CONC. FOUNDATION WALL OR PIER ELEVATION. iiii):
CONCRETE PIER $
—I I <
• PROVIDE POSITIVE DRAINAGE AWAY FROM THE NEW DECK CONSTRUCTION. FOOTING
• COORDINATE THE LOCATION OF UTILITY PENETRATIONS WITH MECHANICAL. PROVIDE A I" (UNAFFECTED)
THICK VOID FORM MATERIAL AROUND MECHANICAL AT FOUNDATION HALL PENETRATIONS. I L VERIFY EXISTING OR NEW 10"
ti) 0— 1
• AT ALL NOW SILL PLATES IN CONTACT WITH CONTRETE: PROVIDE "GREEN" TREATED WOOD CONC PIER W/ (4)-#4'S
ILI
SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. VERTICAL W/ 6" DOWEL; ON A j
• COORD I NATE ALL D I MENSI ONS AND DETAILS WITH ARCHITECTURAL DRAW I NGS. 3'-O" X 3'-O" X 10" CONC FTG 7 id z
• CONTRACTOR SHALL COORDINATE FOUNDATION PLACEMENT WITH AN APPROVED SITE PLAN. PAD W/ #515 AT 12" O.G. EACH N
PLACEMENT INCLUDES ORIENTATION WITHIN BUILDING ENVELOPE/ SETBACK AND WAY. ALTERNATE: STEEL LU
HELICAL PIER W/ 12" 0 GONG V w
VERIFICATION/ SETTING OF FOUNDATION HALL HEIGHT ELEVATIONS W/ DATUM. PIER CAP - 1.5-kip LD - Z
lij
• ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER THE SITE PLAN AND [TYP (4)-PLACES] I j
DETAILS. SITE HALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS OTHERWISE 0 0
NOTED.
D
• THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND it}
ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, 0
SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN f
CONNECTION WITH THE CONSTRUCTION WORK. V
O ~
X o
_ V O
y'/f t,, PROJECT: 1445
-'a 794 ? i STRT DT: '1/2015
I'///1,40\L,9/2 .44/41
.,� % DRWN BY: PUP
/ONA11 — SHEET
52 . 1