general notes sheet index a new retail center for …
TRANSCRIPT
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76116
2570 R
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AIL: m
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schw
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FA
X: 817-377-3612
PH
ON
E: 817-377-3600
PR
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ID
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V
ILLA
GE
, LLC
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ABBREVIATIONS
GENERAL NOTES SHEET INDEX
CONTENTSNO.
29. “ ”
A0.0
A NEW RETAIL CENTER FOR
PRESIDIO VILLAGE, LLC
TRACT 3C
JOSIAH WALKER SURVEY
HARMON ROAD AND HERITAGE TRACE
FORT WORTH, TEXAS
SYMBOL LEGENDCODE SUMMARY & BUILDING INFORMATION
PROJECT LOCATION MAP
ARCHITECTCIVIL + LANDSCAPE MECH+ELEC+PLUMB STRUCTURE
6300 Ridglea Place, Suite 700 Ft. Worth, TX 76116 (817)338-1277 Fax (817)338-9245
1300 Summit Avenue Suite 500 Ft. Worth, Texas 76102
817-878-4242 Fax 817-878-4240
2570 RIVER PARK PLAZA, SUITE 100
FORT WORTH, TEXAS 76116
817-377-3612
HnH Engineering Inc.
6421 Camp Bowie Blvd., Suite 416
Fort Worth, TX 76116
A0.0 COVER SHEET / INDEX / ABBREVIATIONS / SYMBOLS LEGEND /
GENERAL NOTES
C0.0 TOPOGRAPHIC SURVEY
C1.0 DEMOLITION PLAN
C2.0 SITE PLAN
C2.1 DIMENSION CONTROL PLAN
C3.0 GRADING PLAN
C4.0 EROSION CONTROL PLAN
C4.1 EROSION CONTROL NOTES
C5.0 UTILITY PLAN
C6.0 SEWER PLAN
C7.0 STORM DRAIN PLAN
C8.0 PAVING DETAILS
C8.1 UTILITY DETAILS
C8.2 SEWER DETAILS
C8.3 STORM DRAIN DETAILS
L1.0 LANDSCAPE PLAN
L2.0 PLANT LIST / PLANT SPECIFICATIONS
L3.0 LANDSCAPE DETAILS
UF1.0 URBAN FORESTRY - PART ONE
UF2.0 URBAN FORESTRY - PART TWO
A0.1 TEXAS ACCESSIBILITY STANDARDS
A0.2 TEXAS ACCESSIBILITY STANDARDS
A0.3 MOUNTING DETAILS AND STANDARDS
A0.4 ARCHITECTURAL SPECIFICATIONS / IECC COMCHECK ENVELOPE
A1.1 ARCHITECTURAL SITE PLAN / GENERAL NOTES / PARKING
CALCULATIONS
A1.2 DUMPSTER PLAN + ELEVATIONS + SECTION + DETAILS /
MONUMENT SIGNAGE PLAN + ELEVATIONS + SECTIONS + DETAILS /
NOTES
A2.1 ARCHITECTURAL FLOOR PLAN / WORK NOTES / WALL TYPES
A2.2 ARCHITECTURAL ROOF PLAN / LADDER DETAILS / ROOF HATCH
A3.1 BUILDING ELEVATIONS
A4.1 WALL SECTIONS / PARAPET DETAILS / CANOPY DETAIL
A5.1 DOOR SCHEDULE / FRAME TYPES / DETAILS
A6.1 REFLECTED CEILING PLAN
S0.1 GENERAL NOTES AND SPECIAL INSPECTION
S1.1 FOUNDATION PLAN / DETAILS
S1.2 AWNING SUPPORT FRAMING PLAN / TYP. AWNING SECTIONS
S1.3 ROOF FRAMING PLAN / BRACING ELEVATIONS / BRACING DETAILS
S2.1 FOUNDATION DETAILS / MONUMENT SIGN FOUNDATION + DETAILS
/ DUMPSTER FOUNDATION PLAN + SECTION
S2.2 FRAMING DETAILS / CONNEX DETAILS / COLUMN, BASE PLATE &
ANCHOR BOLT SCHEDULE
E0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS / NOTES
E0.2 ELECTRICAL SPECIFICATIONS
E1.1 ELECTRICAL SITE PLAN / LIGHT POLE BASE DETAIL
E2.1 ELECTRICAL FLOOR PLAN / LIGHT FIXTURE SCHEDULE / NOTES
E3.1 ELECTRICAL PANEL SCHEDULE / RISER DIAGRAM / DETAILS
P1.1 PLUMBING SYMBOLS AND ABBREVIATIONS / NOTES / DETAILS
P2.1 MECHANICAL-PLUMBING FLOOR PLAN
HA
RM
ON
RO
AD
L1
L2
L3N89°33'36"E
S89°33'36"W
N01
°21'36
"E
S00°26
'24"E
N43°1
9'25"E
229.03'
120.14'
383.
35'
382.07'
326.
56'
C1C2
C2.0
SIT
E P
LAN
N
W
S
E
NO
.D
ES
CR
IPTI
ON
DA
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6/2/2017
DATE:PROJECT NUMBER:
DRAWN BY:CHECKED BY:DESIGN BY:
SHEET
PR
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IDIO
VIL
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WARNING!
BENCH MARKS:Vertical Datum established using GPS Technology in conjunction with the RTKCooperative Network. All elevations shown are NAVD88.
TBM #1 Chiseled box cut set on concrete headwall (See Survey). Elevation = 748.87'
TBM #2 Chiseled box set on top of concrete pad (See Survey). Elevation = 742.08'
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76116
2570 R
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AIL: m
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schw
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FA
X: 817-377-3612
PH
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PR
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ID
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, LLC
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A2.1
NORTH
01 ARCHITECTURAL FLOOR PLAN 1/8"
WALL TYPES
WORK NOTE
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76116
2570 R
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AIL: m
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schw
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FA
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PH
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PR
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A2.2
NORTH
01 ARCHITECTURAL ROOF PLAN 1/8"
02 LADDER DETAILS 1/2"
A3.1
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76116
2570 R
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AIL: m
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schw
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FA
X: 817-377-3612
PH
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PR
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ID
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, LLC
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A4.1
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76116
2570 R
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schw
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FA
X: 817-377-3612
PH
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PR
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ID
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A5.1
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76116
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FA
X: 817-377-3612
PH
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PR
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ID
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1
1 2
3
3
C
4
5
5
6
6 7 9
10
10
11
11 12
15
15
13
13 14
D
E
W24x68 W24x68 W24x68 W24x68 W24x68
W21x44
W21x44 W16x26 W16x26
W21x44
2' -
0"19
' - 2
"13
' - 5
"20
' - 0
"12
' - 7
"
2' - 0" 25' - 3" 17' - 4" 40' - 0" 29' - 11" 28' - 2" 29' - 11" 40' - 0" 17' - 4" 25' - 3"2' - 0"
W21x44
SLO
PE
W12
x14
W12
x14
TOS ELEV: 117-0
TOS ELEV: 117-0
TOS ELEV: 115-7TOS ELEV: 115-7
W16x26
W16
x26
W16
x26
W24x68
W18
x35
W21x44
B
W12
x14
W12
x14
W14x22 W14x22
W12
x14
W12
x14
13.52.5
2.4 4.5 5.8 8
8
10.2 11.5 13.7
5' - 7" 5' - 7" 5' - 7" 5' - 7" 5' - 7" 5' - 7" 5' - 8" 3' - 5" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 5' - 9" 5' - 10 1/4" 5' - 10 1/4" 5' - 10 1/4" 5' - 10 1/4" 6' - 6" 4' - 8 1/4" 4' - 8 1/4" 4' - 8 1/2" 4' - 8 1/2" 4' - 8 1/4" 4' - 8 1/4" 6' - 6" 5' - 10 1/4" 5' - 10 1/4" 5' - 10 1/4" 5' - 10 1/4" 5' - 9" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 5' - 8 1/2" 3' - 5" 5' - 8" 5' - 7" 5' - 7" 5' - 7" 5' - 7" 5' - 7" 5' - 7"
20KSP (260/130)
20KSP (260/130) 20KSP (260/130) 20KSP (260/130) 20KSP (260/130)
20KSP (260/130)
W21x44
W18
x35
W21x44
W18
x35
W14x22 W14x22
W14x22 W14x22
41' - 2" 43' - 5" 23' - 5" 41' - 2" 23' - 5" 43' - 5" 41' - 2"
W18
x35
16
S2.2
17
S2.2
20
S2.2
TYP
5' -
0"5'
- 0"
HATCHED AREA INDICATES ROOFTOP MECHANICAL ZONE . JOIST SUPPLIER TO DESIGN FOR AN ADDITIONAL 40 PSF LIVE LOAD
15
S2.2
TYP
21
S2.222
S2.2
22
S2.2
Level 1100' - 0"
14
HSS 4
x4x3
/16 HSS 4x4x3/16
13.5
Level 1100' - 0"
2 2.5
HSS 4
x4x3
/16 HSS 4x4x3/16
Level 1100' - 0"
A B
HSS 4x4x3/16
Level 1100' - 0"
AB
HSS 4
x4x3
/16
PLAN NOTES - ROOF FRAMING
1. SEE GENERAL NOTES FOR METAL DECK MATERIAL AND CONNECTION SPECIFICATIONS.
2. 30KSP (TOTAL LOAD / LIVE LOAD) INDICATES SPECIAL JOISTTO BE DESIGNED FOR CONCENTRATED LOADS SHOWN ONPLAN AND UNIFORM SERVICE LEVEL LOADS GIVEN IN CALL OUT.
LEGEND
INDICATES TOP OF STRUCTURAL STEEL(BOTTOM OF METAL DECK) RELATIVE TO 100-0
INDICATES CONCENTRATED SERVICE LEVEL DEADLOAD IN KIPS TO BE APPLIED TO SP JOIST
125-0
2.5K
COL BEARING ELEVREF TYPICAL BASE
PLATE DETAILS &SCHEDULE
FIN
FLR
EL
SE
E P
LAN
PL SIZE &WELD AS REQ'D
HSS COLUMN HSS BRACE(SEE ELEVATION)
WP
SYMETTRICAL AS REQD
3/8" STIFF PLNS & FS
WP
GUSSET PLATEAS REQ'D
AS REQ'D
NS & FSAS REQ'D
NS & FSAS REQ'D
NS & FSAS REQ'D
WPSTRIP BM
FLANGE AS REQ'D
SLOTTED COL/SHEARPLATE CONNX AS REQ'D.REFERENCE TYPICAL BEAM TO COLUMN CONNX DETAIL FOR INFORMATION NOT REPEATED
HSS COLUMN(SEE PLAN)
WF BEAM (SEE PLAN)
GUSSET PLATEAS REQ'D
HSS VERT BRACE(SEE ELEV)
VERTICAL BRACING NOTES:
STEEL FABRICATOR TO PROVIDE DESIGN AND DETAILS FOR CONNECTIONS OF DIAGONAL BRACING MEMBERS FOR FORCES EQUAL TO A MINIMUM OF 75% OF THE TENSILE CAPACITY OF THE MEMBERS.
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5SOF SHEETS
DATE:
JOB #:
SHEET NO.
CHECKED BY:
DRAWN BY:
REVISIONS:
6421 Camp Bowie Blvd. #416 Fort Worth, TX 76116TBPE Firm No. F-13825 (817) 713-4977
2017.038
05/30/2017
S1.3
5-30-17
1/8" = 1'-0"1
ROOF FRAMING PLAN
1/4" = 1'-0"2
BRACING ELEVATION 1/4" = 1'-0"
3BRACING ELEVATION
1/4" = 1'-0"4
BRACING ELEVATION 1/4" = 1'-0"
5BRACING ELEVATION
NTS6
TYP VERT BRACE CONNX DETAILNTS
7TYP VERT BRACE CONNX DETAIL
NTS8
TYP VERT BRACE CONNX DETAIL