HomeMy WebLinkAboutBUILDING PLANS 11-20c�
J
3/4"
F
18 STATION HARDIE TOTAL CONTROL
TO OPERATE VALVES ON
PUMP. CONTROLLER SHALL
BE EQUIPPED WITH A PUMP
START TO OPERATE THE
6 STATION HARDIE TOTAL CONTROL PUMP.
TO OPERATE VALVES ON
METER.
1 1/2" IRRIGATION WATER
1 1/4' METER WITH A 2"
DOUBLE CHECK BACKFLOW
D PREVENTER.
D
M
C C
D 1 1 14 D T •, D D D 1 1
x F _ D D 1 1/4"
OADING ONEF -�—ll IN r5 F D
1/2"
3/4'
E
P
RESTAURANT, CONVENIENCE
STORE AND TRAVELER'S LOUNGE
M%m
3" SLEEVE
IW
3" SLE
M1
2" 1 52
ON
o
a
a
M2
2" 152
1 1,14
M4
1 /2 ' 36
F
IS
ALL VALVE BOXES SHALL BE MARKED WTIH THE
ZONE NUMBER AS PER INSTRUCTIONS BY THE
LANDSCAPE ARCHITECT.
VALVE BOX FINISH GRADE
6• MIN. n C"0&S I
ANSION SURGE I
1E
VE
45
TO LATERAL LINE
MAINLINE
PLACE CONTROL
MARES UNDER MAIN
ELECTf
WIRE AS PER WALL
LOCAL COOS OF BUILDING
��a1.ER
SINGLE THROW
16 AMP SwTCH
PVC CONDUIT
TO START OF
ELECTRICAL CONDUIT THE MAINLINE
120V. POWER MARES
CONTROLLER DETAII_
GA4��GALVANIZED
GALV. NIPPLE
GA
UN
GROUNDLEVEL GALV. 90
VALVEVENTERPIPE
C=:�_ ADAPT TO CLASS 200 PVC
TO METER
BACKFLOW PREVEN TER
SIDEWALK, CURB
SPRINKLER NOZZLE
ETC.
6" SEE CHART
FINISH
GRADE
BODY ASSEMBLY
FLEX PIPE USE
USE 1/2` ON
SPRAY HEADS
PVC STREET ELL
PVC TEE SXSXT
OR ELBOW
LATERAL LINE
STRf.I-T ELL
HEAD
DETAIL
WALL OR STRUCTURE
12•
INSTALL RISER 4• ABOVE
INSTALLED PLANT MATERIAL
-----} 4•
— PAINT —AA COLOR CHOSEN
BY THE L.A.
--PVC SCH. 40 RISER
LRAVIOLET PROTECTIVE
VCAMPS fMULCH
STEEL ANGLE JTP�VC�TEE�
OR ELBOW
4
5 -
7
13
1 STEEL SUPPORT
7
6• GRAVEL
2 DISCONNECT
8
GAL. STf.EL PIPE
3 STARTER (WHEN REQUIRED)
9
CATEfLATCH
4 PRESSURE RELIEF VALVE
10}LL )
45 ELBOW
CHECK
MAINLINE
6 VALVE (IF REQUIRED)
13)
fi
CHAIN [INK FENCE
LEGEND
•
RAINBIRD 1800 SERIES 4" POP-UP
•
RAINBIRD 1800 SERIES 12" POP-UP
RAINBIRD 1800 SERIES SHRUB SPRAY ON RISER
®
HUNTER PGP ROTOR HEAD - 6 GPM
.
HUNTER PGP ROTOR HEAD - 3 GPM
HARDIE 700 SERIES ELECTRIC VALVE 1 1/2"
OR SIZE AS SHOWN ON THE PLAN.
CLASS 200 PVC MAINLINE -SEE PLAN
—
CLASS 160 PVC LATERAL LINE- SIZE AS SHOWN
UNTIL A SMALLER SIZE IS SHOWN.
CONTROLLER-HARDIE TOTAL CONTROL,
2 CONTROLLERS REQUIRED,
O
AS SHOWN ON THE PLAN, INSTALL WITH
A MINI-CLIK II RAIN SENSOR.
GROUND WITH A MINIMUM 8' COPPER CLAD ROD.
SLEEVE TO CONTROLLERS AS REQUIRED.
STA-RITE 5 HP. 40 SERIES SUBMERSIBLE
PUMP. INSTALL PER NOTES.
0
METER 1112"
LE ITER
MODEL
300PSI
RADIUS
PATTERN
A
1800-ISF
3.7
15,
FULL
B
I800-15TO
2.8
15'
THREE OTR.
C
1800-15TI
2.5
15'
TWO THIRD
D
1800-15H
1.9
15'
HALF
E
1800-15Q
1.2
15'
ONE THIRD
F
1800-150
1.0
15,
QUARTER
G
1800-15EST
.61
4' X 15'
ENO STRIP
H
1BOD-15CST
1.2
4' X 30'
CENTER STRIP
J
1800-15CST-B
.SD
5'
STRIP BUBBLER
K
1800-)OF-LA
1.6
10,
LOW FULL
L
1800-17SST
1.7
9' X18'
SIDE STRIP
M
1800-15SST
1.2
4' X X
SIDE STRIP
N
1800-12H
1.2
12'
LOW GALLONAGE
P
1800-IOT-LA
.52
10'
LOW ONE THIRD
R
18OD-100-LA
.39
10'
LOW QUARTER
S
1800-1OH-LA
.79
10'
FLAT HALF
T
1800-BH-FLT
.79
10'
FLAT HALF
U
180"0-FLT
.39
10'
FLAT QUARTER
V
1800-8T-FLT
.52
10'
FLAT THREE QTR.
W
1800-5FT-8
1.5
5'
STREAM BUBBLER
X
1800-5CST-8
50
5.
STRIP BUBBLER
Y
1800-5H-13
1.0
5'
HALF BUBBLER
Z
1800-ISVAN
VARIES
15,
ADJUSTABLE
GENERAL NOTES
REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS.
1) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER.
2) ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER.
ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX
3) PIPE CONNECTION. DO NOT USE FUNNY PIPE.
ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES & BLDG. WALLS.
4) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING.
5) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT.
6) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED NTH PVC
7) ULTRA -VIOLET LIGHT PROTECTED PVC CLAMPS.
ALL CONTROL WARE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP-TITE
8) CONNECTORS AND SEALANT.
THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE
9) PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR
SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT
FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING
EXACT MEASUREMENTS FROM HARD SURFACES.
ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE
10) BOXES.
ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE
11) AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE
PROPERTY AND INSIDE THE LANDSCAPE AREAS.
ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12' FROM
12) ANY SIDEWALK, PATIO OR ROAD.
THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE
13) DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD.
THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING
14) UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS
AND COST OF ANY DAMAGE CAUSED BY HIS WORK.
ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL
15) ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP,
ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION
16) BOX AT THE EQUIPMENT LOCATION BY OTHERS.
PUMP NOTES:
A) THE CONTRACTOR SHALL DRIVE AND DRILL A 4" DEEP WELL AT THE APPROXIMATE
LOCATION SHOWN ON THE DRAWING. THE WELL SHALL PRODUCE 60 GPM WITH
NOT MORE THAN A 5' PUMPING DRAWDOWN.
B) THE WELL SHALL BE INSTALLED AS PER THE STATE AND LOCAL CODE
REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND
PERMITS REQUIRED FOR DRILLING THE WELL.
NOTES:
THE CONTRACTOR SHALL FURNISH AND INSTALL 1 EACH STA-RITE NO. 40J404A 5
H-P. 230 VOLT SINGLE PHASE SUBMERSIBLE PUMP. THE PUMP SHALL BE CAPABLE OF
PRODUCING 60 GPM AT 215 TDH. THE PUMP SHALL BE INSTALLED IN THE WELL
USING THE EQUIPMENT AND MATERIALS AS LISTED BELOW.
1) 4"x 2" SANITARY WELL SEAL.
2) APPROXIMATELY 63' OF 2" GALVANIZED DROP PIPE.
3 APPROXIMATELY 63' OF NO. 10-10-10 SUBMERSIBLE PUMP CABLE.
4 SQUARE "D" NO. SCA-3 NEMA SIZE 1 MAGNETIC STARTER WITH OVERLOAD
PROTECTION INSTALLED IN A NEMA TYPE 12 ENCLOSURE.
5) 11/4" PRESSURE RELIEF VALVE TO BE TIED INTO THE NEAREST ROTOR ZONE IN
THE EVENT A VALVE FAILS TO OPEN.
6) ALL NECESSARY GALVANIZED FITTINGS ABOVE GROUND FOR THE COMPLETE
INSTALLATION OF THE ABOVE PUMP.
7) ALL NECESSARY ELECTRICAL WIRE, SWITCHES AND CONDUIT FOR THE COMPLETE
INSTALLATION OF THE ABOVE PUMP.
NOTES:
A) ALL 230 VOLT SINGLE PHASE POWER SHALL BE FURNISHED BY THE CONTRACTOR TO
THE PUMP LOCATION. ALL WIRING OF THE PUMP SHALL BE PERFORMED BY A
LICENSE ELECTRICIAN,
B) THE SELECTION OF THE ABOVE PUMP WAS BASED ON A STANDING WATER LEVEL NOT
EXCEEDING 55'. IN THE EVENT THE STANDING WATER LEVEL IS GREATER THAN
55' THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE PRIOR TO THE
INSTALLATION OF THE ABOVE PUMP.?OVE PUMP.?D AS PER THE LOCAL CODES.
LARRY W. SPADE, ASLA
IRRICATION DESIGN
307 DUBSDREAD CIRCLE
ORLANDO, FLORIDA 32804
(407) 896-3904
FAX (407) 896-5469
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3
I. CODE: SWT14ERN BUILDING CODE
2. NOTES: NOTES APPLY TO ALL DRAWINGS AND GOVERN UNLESS NOTED OTHERWISE.
3. DESIGN CRITERIA:
LIVE LOAD ........... _._.......................... -.._....._. 20 PSF (NO REDUCTIONS)
ROOF DEAD LOAD-._.._ ........ _........ ._......... _. 25 P5F
ROOF DEAD LOAD (RESTAURANT).._.__. 30 PSF
SEISMIC ZONE_ ............ _...__....__....... _..... O
WIND SPEED ......... .__............... ........... .._....... 110 MPH
EXPOSURE ........ .... ____............ -._............ .......... C
4. CONTRACTOR SHALL CHECK CONDITIONS AT THE JOB SITE AND COORDINATE WITH
ARCHITECTURAL, MEGNANICAL AND ELECTRICAL.
5. DATUM: SEE ARCHITECTURAL DRAWING.
6. DETAILS. SECTIONS AND NOTES, AS SHOWN ON THE DRAWING, ARE INTENDED TO BE
TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE.
FOUNDATION
I. SOILS INVESTIGATION REPORT: DUNKELBERGER ENGINEERING AND TESTING, INC. 96-II-293
2. EXCAVATIONS, CLEAR EXCAVATIONS OF DE3RIS AND LOOSE SOIL PRIOR TO PLACING
FOOTING. ALL FOOTING SHALL BEAR UPON UNDISTURBED NATURAL SUB -GRADE OR
ENGINEERED COMPACTED BAGKFILL AS NOTED ON THE DRAWINGS.
3. SOIL PRESSURE: 2500 PSF - AS PER SOILS INVESTIGATION
4. FROST PROTECTION: THE BOTTOM OF ALL EXTERIOR FOOTING 544ALL BE PLACED A
MINIMUM OF 22" BELOW FINISH GRADE.
CONCRETE
1. STRENGTH: MINIMUM ULTIMATE 28-DAY COMPRESSIVE STRENGTH:
FOOTINGS AND FOUNDATION WALLS.._.__..._..__..._. 3000 PSI
INTERIOR SLAB5 ON GRADE.._ _.._......... ._._........... 3000 P51
EXTERIOR FLATWORK._._.......__...._._................ ___...... 4000 P51
EARTH RETAINING WALLS ... _........ _.._... ............... -....._..... 4000 PSI
2. SLUMP OF VIBRATED CONCRETE:
SLABS____....____._.__.._.........___._ ................ _.... _ 3 INCHES
OTHER BUILDING CONSTRUCTION......_ ............. 4 INCHES
3. FOOTING KEY: PROVIDE A FORCED AND BEVELED 2X4 KEY WAY TO RECEIVE
FOUNDATION WALLS.
4. SLAB&: LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION
AND SHALL NOT EXCEED 30 FEET IN ANY ONE DIRECTION,
5. FORMS: SUPPORTING FORMS OR SNORING SHALL NOT BE REMOVED UNTIL STRUCTURE
MEMBERS NAVE AGOUIRED SUFFICIENT STRENGTH TO SUPPORT SAFELY THEIR OWN WEIGHT
AND ANY CONSTRUCTION AND/OR STORAGE LOAD TO WHICH THEY MAY BE SUBJECTED, BUT
IN NO CASE SHALL THEY BE REMOVED PRIOR TO 24 HOURS.
6. SUSPENDED SLABS SHALL BE RESUPPORTED, AFTER FORM REMOVAL, UNTIL CONCRETE WAS
REACHED ITS SPECIFIED 28-DAY GOMP2E851VE STRENGTH.
1. WALL REINFORGING UNLESS NOTED OTHERWISE ON THE DRAWING, REINFORCE ALL
CONCRETE WALLS AS FOLLOWS:
THICKNESS HORIZONTAL VERTICAL
8" WALL 05 9 18, O.G. 04 0 16' O.G.
10' WALL 05 0 15" O.G. «4 0 13" OL.
STEEL IS TO BE PLACED IN THE CENTER OF THE WALL (EXCEPT RETAINING TYPE WALLS)
AND DOWELED TO THE FOOTING OR STRUCTURE BELOW AND THE 5TRUCTURE ABOVE WITH
THE SAME DOWEL SIZE AND SPACING AS VERTICAL REINFORCEMENT, PROVIDE CORNER
BARS AT ALL INTERSECTING CORNERS. USE SAME BAR SIZE AND SPACING AS HORIZONTAL
REINFORCING. ALL STEEL MUST BE TIED IN PLACE PRIOR TO PLACING CONCRETE
(INCLUDING DOWELS).
8. OPENING: AROUND ALL SIDES OF OPENING WITH A SIDE GREATER THAN 12' PROVIDE 2-05
REBARS (UNLESS NOTED OTHERWISE) AND EXTEND 24' BEYOND T14E CORNER EQUAL TO THE
BAR DIAMETER BUT NOT LESS THAN:
9. CONCRETE PROTECTION FOR REINFORCING STEEL: PROVIDE CONCRETE COVER EQUAL TO
THE BAR DIAMETER BUT NOT LESS THAN:
CONCRETE PLACED AGAINST EARTH OR EXPOSED TO WEATHER:
NOT FORMED ___ __........... _ ___...._ 3 INCHES
FORMED.W__._..__.__..._........ ..... _...._........ __ 2 INCHES
SLABS ON GRADE .._....._.. 2 INCHES
COLUMN& (TO THE TIE) _.._..___..__.... 1-112 INCHES
BEAT& _....__..._.......__._.. _ _ ........_.. 1-1/2 INCHES
WALLS
EXTERIOR FACE _._..._____.._.__._........._ 2 INCHES
INTERIOR FACE ._ ...... __.......... .__............... 3/4 INCHES
10. SLABS ON GRADE: REINFORCING STEEL SHALL BE ADEQUATELY SUPPORTED ON PRE CAST
CONCRETE UNITS, TO KEEP THE REINFORCING THE MINIMUM WEIGHT SPECIFIED OR
INDICATED ABOVE THE GRADE. LIFTING THE REINFORCING OFF THE GRADE DURING
PLACEMENT WILL NOT BE PERMITTED.
REINFORCING STEEL
I. GRADE: A5TM A615, GRADE 60 UNLESS NOTED OTHERWISE.
2. DOWEL AND LAP LENGTHS: FOR CONCRETE WORK PROVIDE 30 BAR DIAMETERS FOR DOWEL
EMBEDMENT AND SPLICE LAP LENGTHS. FOR MASONRY HOW PROVIDE 40 BAR DIAMETERS
FOR DOWEL AND SPLICE LAP LENGTHS. FOR WELDED WIRE) ESN, LAP TWO MODULES AND
TIE. FOR SUSPENDED SLAB SPLICES, PROVIDE A "GLASS C" SPLICE FOR ALL BARS. MINIMUM
SPLICE LENGTH IS 15 INCHES.
3. DETAILING AND FABRICATION: REINFORCE "AMMERICAN CONCRETE INSTITUTE' (ACI 318-89).
4. FED BENDING: REINFORCING STEEL SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER
INJURIOUS TO THE CONCRETE OR STEEL.
5. SPLICE LOCATIONS: IN 5LA55, BEAMS AND GIRDERS, REINFORCING STEEL 514ALL NOT BE
SPLICED AT ZONES OF MAXIMUM TENSILE STRESS, UNLESS NOTED OTHERWISE ON THE
DRAWING.
Al I STRUCTURAL NOTES
2
4
STRUCTURAL STEEL
I. GRADE: ASTMI A36, LATEST EDITION.
2. ERECTION AND FABRICATION. REFERENCE THE "AMERICAN INSTITUTE OF STEEL
CONSTRUCTION' SPECIFICATIONS FOR ERECTION AND FABRICATION OF STEEL BUILDINGS
(AISC-66).
3. BUTT WELDS: FULL PENETRATION UNLE55 NOTED OTHE 4415E.
4. FILLET WELDS: SIZES NOT SHOWN 514ALL BE "AMERICAN WELDING SOCIETY" MINIMUM
BASED UPON THE THICKNESS, OF THE MATERIALS BEING WELDED.
5. BASE PLATES= BASE PLATES AND BEARING PLATES SHALL BE PROVIDED WITW FULL
BEARING AFTER T14E SUPPORTED MEMBERS HAVE BEEN PLUMBED AND PROPERLY
POSITIONED SEPARATE, SETTING PLATES UNDER COLUMN BASE PLATES WILL NOT BE
PERMITTED. ALL BEARING GROUT SHALL CONSIST OF A NON -SHRIEK, EXPANSIVE, NOW
METALLIC GROUT.
STEEL J01515
I. ERECTION: ALL JOISTS TO BE BOLTED DURING CONSTRUCTION AT BEAMS ALONG COLUMN
LINES. AFTER ROOF DEAD LOAD 15 APPLIED, PROVIDE 2' OF WELD TO BASE PLATE ON EACH
SIDE OF JOIST BEARING END. IF A GAP EXISTS BETWEEN BEARING END AND BEARING PLATE
GREATER THAN 1/8% PROVIDE STEEL SHIMS. FOR GAPS LE55 THAN 11W WELD SOLID. PETAL
DECKING IS NOT TO BE PLACED ON TRUSSES UNTIL ALL BRIDGING IS PERMANENTLY
FASTENED. PROVIDE BRIDGING AS RECOMMENDED BY JOIST MANUR
2. ALIGNMENT: THE HORIZONTAL SWEEP SHALL NOT EXCEED 1/2' IN 10 FEET. ALIGNMENT
SHALL BE MAINTAINED BY USE OF BRIDGING.
3, MODIFICATIONS: PROVIDE VERTICAL WEB MEMBERS AT ALL CONCENTRATED LOADS. FIELD
MODIFICATIONS ARE NOT PERMITTED WITHOUT PERMISSION FROM ENGINEER. FIELD
WELDING, DRILLING OR: CUTTING OF TRUSS 15 NOT PERMITTED WITHOUT PERMISSION FROM
ENGINEER.
METAL DECKING
L ERECTION: DECK SHEETS SHOULD BE PLACED IN ACCORDANCE WITH CHECKED LAYOUT
DRAWING APPROVED BY THE ARCHITECT. DECKING 15 NOT TO BE PLACED ON STEEL JOISTS
UNTIL JOISTS HAVE BEEN PERMANENTLY FASTENED AND ALL BRIDGING HAS BEEN
INSTALLED, DECK SHALL BE INSTALLED OVER A MINIMUM OF THREE SPANS.
2. SLOPE: ROOFS WAVING A SLOPE OF 1/4" OR MORE IN 124 SHOULD BE ERECTED BEGINNING AT
THE LOW SIDE TO ASSURE THAT END LAPS ARE SHINGLE FASHION. END LAPS OF SHEET
SHOULD BE A MINI) IM OF 2' AND SHALL OCCUR OVER SUPPORTS.
3. SITE STORAGE: WHEN PLACING BUNDLES OF STEEL DECK ON THE ROOF, CARE SHOULD BE
EXERCISED TO AVOID OVERLOADING THE SUPPORTING STRUCTURAL MITBERS. STEEL
DECKING NOT PROMPTLY ERECTED SHOULD BE STORED OFF THE GROUND WITH ONE END
ELEVATED FOR DRAINAGE AND SHOULD BE PROTECTED FROM THE ELEMENTS WITH A
WATERPROOF COVERING.
4. WELDING: WELDING SHOULD BE DONE USING EITHER AN E60 OR E-10 ELECTRODE WITH
MINIMUM SIZE OF 1/8'. FUDDLE WELDS SHALL BE AT LEAST 3/4' IN EFFECTIVE DIAMETER OR
AN ELONGATED WELD WAVING AN EQUAL PERIMETER FILLET AND SEAM WELDS, WHEN
USED, SHALL BE APPROXIMATELY 1-1/2" LONG. WELD METAL SHALL PENETRATE ALL
LAYERS OF THE DECK MATERIAL AT END LAPS AND SIDE JOINTS AND HAVE PROPER FUSION
TO THE SUPPORTING MEMBERS.
PAS DECKING SCHEDULE
1 1/2" TYPE VL GALVAdNUED 20 GA.
FASTEN TO SUPPORTS WITH (4) 5/8"D FUDDLE WELDS
PER 24" SWEET AND 5J8'1V FUDDLE WELDS 0 12' O.C.
AT PERIMETER WITH 012 TEK SCREW AT 5-0' OL.
ALONG SIDE SEAM5. SWORE AS PER MANUF. REOUIRB'tENTS,
ROOF DECK 0 FLAT ROOF LOCATIONS
1-1/2' TYPE B GALVANIZED 22 GAGE
FASTEN TO SUPPORTS WITW (5) 5/8NP PUDDLE WELDS
PER 36' SHEET AND 5/8"m PUDDLE WELDS 0 8" O.C.
AT PERIMETER WITH 40 TEK SCREW AT I'-W O.G.
ALONG SIDE SEAMS.
ROOF DECK 0 SLOPL7D ROOF LOGATIONS
1-1/2' TYPE B GALVANIZED 22 GAGE
FASTEN TO SUPPORTS WITH (1) 0I2 TEK' SCREWS
PER 36' SHEET AND 012 TEK' SGRE 1WS 0 6' OC,
AT PERIMETER WITH 012 TEK SCREW AT 1'-6' O.G.
ALONG SIDE SEAMS.
1-IQ' TYPE B GALVANIZED 20 GAGE
FASTEN TO SUPPORTS WITH (1) 412 TEK' SCREWS
PER 36' SWEET AND 012 TES' SCREWS 0 6' OL.
AT PERIMETER WITH #12 TEK SCREW AT 1'-6' OL.
ALONG SIDE SEAMS.
NOTE: 5/8'0 PUDDLE WELDS MAY BE SUBSTITUTED WITH "WILTI"
IE NP2K POWDER ACTUATED FASTENERS.
METAL
STUDS
ALL STRUCTURAL S
SHOWN IN ROOF AND WALL FRAMING SHALL BE
I.
A MINIMUM OF 18 GAGE
AND SHALL BE OE A CLOSED 'CEE' SHAPE WITH THE
FOLLOWING MINMM
SECTION PROPERTIES.
3 5/8" is 1 5/8' MET
. STUDS (18 GA):
Sx = 0392 In.
Ix = 0.110 In.4
A = 0340 In.
Mx = 8505 In.-Ib.
6' x 1 5/8' METAL 51
JDS (18 GA):
Sx=0.112in3
6 Ix=231h4
A = 0.441 h?
Mx = 16164 h: Ib.
6' x 1 5/8' METAL 5
(16 GA):
Sx = OA54 In.
Ix = 2.862 in.
A = 0551 In.
Mx = 30153 InAb.
8' x 2 1/2" METAL JIG
STS (16 GA):
Sx = 1526 Ina
Ix = 1.124 In.4
A = 0.183 in. 2
Mx = 45103 InAb.
10" x 2 1/2" METAL
DUSTS (16 GA):
Sx = IBSI In. 3
Ix = 12.130 in.4
A = OB96 In.
Mx = 56312 ln.-b.
SEE ENGINEER FOi
ION PROPERTIES NOT SHOWN.
2.
INSTALL IN LONGS,
-I4GTWS POSSIBLE.
3.
PROVIDE 14 GAGE
IER ON TOP AND BOTTOM OF ALL. WALLS.
4.
INSTALL DIAGONAL
WAGE FLAT STRAP BRACING IN GROSS ON ALL WALLS.
TYPICAL OF ALL 1, ,
5.
ALL STUDS ARE TC
"T WITH A SAW OR SHEAR. TORG14 CUTTING IS NOT
PERMISSIBLE.
6.
SCREW ALL RIJNNI_
METAL DECK W/ 012 TEK' SCREWS AT 12" O.C. MINIMUM.
1.
ALL METAL STUDS,
FOR ROOF FRAMING AND THE FRAMING OF MANSARD
AND WIP TRUSSES `
BE UNFUNGWED AND OF THE FOLLOWING MINIMUM GRADES
OF 5TEEL:
16, 14 AND Q GAT,
1POtENT5 .............. 50 K51 (A5TM A-446, GRADE D)
18 AND 20 GAGE ;
'ONENT5................ 33 KSI (ASTM A-446, GRADE A)
rrr END OF NOTES �•'
5%. COLUMN,
SEE PLAN --
KNIFE IE W/ 3/4" b
A525 BOLTS.5EE -
BEAM SCHED.FOR
PLATE THICKNESS
1/4
STEEL BEAM,
SEE PLAN
1/4 V" T 3/8" X BEAM DEPTH X REQD
i
CONN. E - SEE BEAM 5GWED STEEL BEAM,
FOR PLATE THICKNESS SEE PLAN
NOTES: I) SEE BOLT HEDULE FOR NUMBER OF BOLTS REQ'D 4 BOLT SPACINGS.
2) TOP OF BEAMS NOT SHOWN FOR CLARITY.
3) USE KNIFE CONNECTION FOR MORE HEAVILY LOADED BEAM.
DETAIL
II I� 13
METAL ROOF DECK 12
SEE STRUCT. NOTES----
1 !/
r
TOP OF J015T
113'-ll 1/4"
I
STEEL JOIST - SEE
PLAN FOR SIZE-__�
L 3 x 3 x 1/4 BETWEEN
STEEL TUBE TRUSSES
14
B O JRkI55
111'-O"
STEEL 7RU55 - SEE
W BEAM - SEE TRU55 ELEVATIONS
PLAN FOR 512E
NOTE: TUBE STEEL BRACING SHOWN REMOVED. I/4
REF. DETAIL EII/50.1 1/4
ill DETAIL
3/4" = It - o"
tETAL ROOF DECK -SEE TS•2 x 2 x 3116 BRACING
STRUCTURAL NOTES--\ acriwccri cnn� Toiic� rvc
Ell
DETAIL
METAL ROOF DECK
SEE STRUCT. NOTES
STEEL TRUSS - 5EE
TRJ55 ELEVATIONS
DETAIL
1/4
512 FOR SIZE
L 3" X 3" X 1/4"
BETWEEN TRUSSES
13
14
"
)55,
MATERIAL KEYING LEGEND
OWNERSHIP OF DOCUMENTS
This document and the Ideas and deskms incorporated herein, as an inetrurnent of
professlonal service, are the property of GARY KNIGHTON, PE. and are riot to
be used in whole or in part, for "other project wMhout the written authorization
of an authorized representative of GARY KNIGHTON, PE. Unauthorized use
will be prosecuted to the fullest extent of the law.
CWight O 199T by. GARY KNIGHTON, P.E. '
No. REVISIONS/ 91,115MISSIONS Dote
L
K
J
H
F
L�
a design build company
50 WELT 990 SOUTH, 6FUGHAM CITY, UTAH 84302-078 (801) 734-8407
M NAME
FLYING J TRAVEL PLAZA
SAINT LUCIE , FLORIDA
RAWIN6 TITLE B
STRUCTURAL NOTES
AND DETAILS
'-AL DRAWN PRO- ECT NO.
B. MANGUrI PJ95-035
�x CHECKED GAD File No.
C"` G. W1-11TAKER 208_01
REVIEWED DRAWING NO.
ul
ATE SDSEPT. 5, 1991 0
�REp EN,/
SCALE 1 OP 18
t
M
L
- -
9
2" 20' I' 20' 2 3/4"
F3 ��
Q2 99-0'----------r----------- I 1
_—_—_--- —
__--;_ 1
I I 166'-U" � i F51
I A4 F51 FGl I i' I
8'-4 I/2" I IIT-3 3/4" I 53.
TYP 99-0' I i' I FGI
I I -
n'-3 1/2' 20'-4 1/4" I IT-10" 1T q 3/4" 1'-11 1/4° I I' I a0' 3 3/4"
? 1/2" 8'-4 1/2" 8'-9 1/2" I?'-3 I/2"
�� GRID TO GRID
�b I li I rh°j C I it I ,
T.O. FDN. �o n� FGI G9u i 6' ix -J II L G ?q rJ it A8
"sv I FGI I 00'-O" 0 F3S U 41.( I- - -,,. I- E4 3
99-0 - _j- -
n r F'-0'----r-- ------ -------�----------r--------r----------I L-------� I - --- 53.1 - - - - - -
__ - - -_ _ J' _ _ n _ _ - - ll _ _ — - - - t __ __ 1
I
� T�J I I-- I-- — —---------�- - - - - - - —�_ �-- —L_ J---
pA F3 Fa F55 Fs5 F35 FGI g . F43 A8
T FDN
G I 99'-0' I 99'-0' 99-0 99'-0' 99'-0' 99'-0' 99'-0° 51M. 3 O.
99'-0' I i I 100'-O"
PRE-FAERIGATED TRENCH TYP., U.N.O. I'I
1 I ° DRAIN -SEE A6/A22 I it ( 1 1/2"
I I o RECESS SLAB 3" IN m JI
Chi �I - I I ° HATCHED AREA ONLY ry t+ 53.1 II' I
(V o _J i JI s l l
r— —I --------- J I- F3
— — — 3 �a CG u u P52 I
G O IF
i Ili GJ _ -- _ ------
� I II
m I II I
H
F
0
'J
G
Al
v
m
w
v
m
v
m
- — - — - - i i G.J. I i -� -_ _ -tE COLUMN E4
r
° L--� F3.5 L--J F35 _
F5
ri i �p
o 0 40'-3 5/4" I - — FGI
GRID TO GRID
I 20'-4 I/4" 53 -�"
II'-3" 32 3/4" 0 L °
0 6" HIGH x 5" WIDE GONG. - — - — - -
y -- --- ----, - -- - - --- - —CURB, SEE ARC44. DRWG5. -- -
I t i r F3
FGI I III F3 y4i _ `P
p II �as
i o �_ i I DASH LINES INDIG TIE-
�I III I 41 OF REDWOOD It, P. -
ap I II ( v I I AT GOOLER5/FREEZE �5Al
i t
'i I F53 I ryb I i I F3 `P
ES F6
ri
F6-
r�, I li I r - I b qq'-I' S3.1 I IN5ULAT'ED COOLER/
FREEZER FLOOR I Oh cS Q'9 0'ry I I I 0' �9
i r I
I III G,a
J4 I4.OF --- - -
I I F3.5
F3 L m ( L �+ SIMILAR
NO COL.
LCAS T.O. FDN. I I 53.1
i A8 100.- "
4 I 53.1 53.1 I II F3 JS JIB. I I ( IM.
10 12° 10 I/2" io 1/2" 10 1/2" g P3 I i I 99'-0• C $31 53.1 C AI I I 1a
TYP. L J 4 I V All TYP.
101/2' _------J --_--- --- -- _---_
I— — — --------------- ------ -------------------------- -- — — —
t_ m
- - --�---------- - - - - - - - - -I - 1 -i ----..-..- -- - - — — - - - - - - - - - - - - Z _ T - - - - - - - Z •. F35
--------T ------
I io �y 9a 0 I L FCI L F4 Fa r 5 FGI `N''�' r
i io 0 1 I/2" F35 r un 99'-0" r
I t
16'-I I/2" 15-101/211 I, � j�I 2-10 3/4,� F3 � r•,t I-/ � �'-0� I t ) •� ��
t_ 6'-8" I 10 I/2" U 99'-0' 6' F3 L
_ J
F5
20
I 3, L Iq'-2' 14'-II I/4' I 'N -0 I I'-0"
I'-4 1/2" 1 1/2"
18'-0" I-0• TYPi 15'-II I/2" 15'-10" 24'-81/2' 1 I/2" g'_q• g_q^
FOOTING AND FOUNDATION PLAN q2'-6"
I
5 6
12 - 13
I I I I 1 5-11/1" I I q �5 i( i I I + I ------
� cJ
J L_____________________
-_- - ------------------- ----- --t I I I F3
i t o I r---- -'`-------------
IT.O. FD_N_._ F5 I T I i I l i F52 r
III lop - qq' g' `� ( J I - L- ! --J INSULATED i L - __J d L- - -( III I yq'-0' qq''O'
COOLER/FREEZER
I I ee I I ! FLOOR i i I'I 17142
53., I------ - II'
¢, i 25'-5 3/4" 25' Fi" I i 25'-1 1/2"
24' 6 I!2" - -- -- --- 40'-3 & 4'-0" 6' O I/2" 7-0"
24'-6 I/2"
m DIMENSION TO GRID GRID TO GRID
nI I -- - -------- - - -- ---..-L------------------------------ --------i-------- 1 FGI II
I � I c.J. i-
i in 49'-0' it
N FS2 I iI I 00' O Ury\
c
Fa 42'-e" _ 26-2"
III Al
I Ii I 53. F35
FGI I ill F3S
99-0'
A8 F
m I III u 3� G� 99-01'
I .I T.O. FDN.----
I F35
F45 F3 F35
C`rs. I II l 99' 0' C} 99 4' �Cy> qi-0 if v A4 I . T.O. FDN.
100'-O"
II 53 TYP.
--- — — — — — —
Lv L �---- Z_J--------L_ J---
F3
�� cso S` N-0• I I
9 m FGI v
E
4
4
q
MATERIAL KEYING LEGEND
FOOTING AND FOUNDATION NOTES:
I. SEE ARCHITECTURAL DRAWINGS FOR SLAB RECESSES, FLOOR SLOPES
AND FLOOR DRAIN LOCATIONS.
2. SEE SHEET 52.1 FOR FOOTING 50HEDULE AND COLUMN SCHEDULE.
3. COORDINATE COOLER/FREEZER FLOOR SLAB DIMENSIONS WITH EQUI"NT
FLAN SHEET EQ3.1.
4. STEEL REINFORCING IN FOUNDATION WALLS TO CONTINUE THROUGH GONGRfTE
PIERS.
5. C.J. INDICATES CONSTRUCTION JOINT IN FLOOR SLAB. ALL OTHER JOINTS
SHALL BE 5ANCUT INTO FLOOR SLAB - SEE DETAIL JII/532
S 1150L5 LEGEND
FOOTING: MARK
TOP OF FOOTING: ELEVATION
SECTION MARK
54EET NUMBER
COLUMM MARK
OWNERSHIP OF DOCUMENTS
This document and the Ideas and designs Incorporated herein, as an Instrument of
profesabrwl sere ce, are the property of GARY KNIGHTON, FE. urd a•e not to
be used In whole or � part, for any other project without the written authorization
of an authorized representative of GARY KNIGHTON, FE. Unauthorized use
will be prosecuted to the fullest extent of the law.
Gapyrght O Ig9l by: GARY KNIGHTON, PE
No REVISIONS/ SUBMISSIONS Date
M
L
K
�l
l_J
ii
IJ
G
a design build company
50 WEST 000 SOUTH, SFdGHAM CITY, UTAH 84302-678 f801) 734-6407
JOB NAME
FLYING J TRAVEL PLAZA
SAINT LUGIE , FLORIDA
DRAWING TITLE B
FOOTING AND
FOUNDATION PLAN
SEAL DRAWN PROJE'GT NO.
B.MANIUM FJgB-035
.11
l t C" GHEGKCD GAD F'lle No.
Q. UIHITAKER 208_11SL
* REVIEWED DRAWING NO.
G. KNIGHTON S101
DATE
SEPT. 5, nc37
SCALE 2 of 18
w... 4 5,, -- 6
1 2 8g 11
10 12 I3 14 -
OOPENIN C3 THORK 4 B BELOW �� B �� i MATERIAL KEYING LEGEND
LESEND, G
EE
TYPICAL
ST I
UUEG14A'NIGAL I DUGTWORKROOF
AMWG - USE L 2 1/2" x 2 V2' x 9/16" _ NIT`I 6r01 ` I uV - - - - -
I Z MOMENT FRAME N(
M ( I R-2A AE+OV'E A ROOF FRAMING NOTES:
I e --- MECH. UNIT CURB FRAMING AS FOLLOWS:
FOR UNITS UNITS 1500 LBS. OR LE55 - USE L 3" x 3" x I/4" Ark 1. 'K' SERIES JOISTS MARKED W/ '*' TO HAVE 5" END BEARING DEPTH.
- - --- - 1 G 2. PROVIDE BRIDGING AS REQUIRED BY JOIST MANUFACTURER.
i • ALL OTHER UNITS - USE L 3" x 3" x 3/8'
All
I I 3. PROVIDE SINGLE ANGLES AROUND ALL ROOF OPENINGS GREATER THAN
T7PIGAL MECHANICAL UNIT FRAMING ` _ TYP. 6" IN DIAMETER. USE L 3" X 3" X 1/4" AS MINIMUM.
JI PI4. JOIST MANUFACTURER TO PROVIDE FOR ADDITIONAL WEIGHT OF ALL
MECH\ . _-- _ ._ _._.---_ .---_.__.._._�___ ___._ _.- -. _ .___ _ _.__..._.----...-_._ ..._-.. -- ._---. _. ---__----. - --_ __ .. __ _..- �UNITS HIGAL CHA VERIFY NUMBER, LOADS AND LOCATIONS OF L
n --
�, UNITS WITH MECHANICAL DRAWINGS
TYP. I Cam; 4 _
J 9� 5, JOISTMANUFACTURER
M E TO HEST O WOODS LOCATEDA N KITCHEN AREAS, SEE EE�
(D 52 5_53 $-54 8-51 \ \ ___-- 8-58 - - - - - -- - 513 d MECHANICAL DRAWINGS FOR HOOD LOADS d LOCATIONS. I
- -- --
\J - ---- B
-- W6X25 BELOW " "' - '-""""-" '� 6. J0I5T5 MARKED THUS (ITO MATCH DIMENSIONALLY W/ ¢. OF METAL STUD
7�p TRUSS VERTICAL MEMBER ABOVE. SEE SHEET 542.
LINE INDICATES MOMENT FRAME.
/q) 32" LW -JOIST SPACES
Ccflf �mJ METAL DECK SCHEDULE:
c �1-
OF COL. __ _- x
J } at 1 1/2" TYPE S' 20 GA. METAL DECK
EQ. EQ, Oy B-60 14G�hp 101' —
.
.-
T. `- (G) 32" LH-JOISTS (253/113) 0 (U EQUAL SF'AUES O I I/1 TYPE B 22 GA, METAL DECK
i� 9 1E331 7
_1 p I,00 i0 I r ti O� m y" J
I( ' I I/2" TYPE 'VL' 20 GA. GALVANIZED METAL DECK
(v1 W/ 2 1/2" CONCRETE TOPPING
O a = 60p (5i 24" K-J01ST53K (2281101) Qy i
ry IN -- 58" 42 _O" _ ._... - --- --
.. ®(41 EQUAL SPACES
c
52'O ------.___- SEE STRUCTURAL NOTES AI/SO.I FOR FASTENING. R
4, -0" 93" p p OOp
--- — -- -- - 30 - _� _.._._. _ AI
H YAS g00p - (� - - - -4--ri, - r ABOVE
-A 'Op '-0 12" 35
TYP. m '^ 450 t o f r
N ro 57" m ,9 21
-
2a'-0" p
----- -- — r rP. t
AND SOOT 1 NOTE:
18000 u�i - 122 _ - BELOW SEE ARCH. AND FOR
_ q _71 STAIR DIMS AND �
0 Q 184" Q - - O m
1800p `fl
C co TOP OF DECK r -". L 3" X 3" X I/4"
�A3 S� J4 �- BETWEEN TRUSSES
G B 42 i B-43, O\ I C °
(BELOW SS BELOW (ABOVE) (BELOW47
' 4h r r j
50 B 68� \ B Gq 8-45 I'-0" B ,O -
r
-27
8-44 Q �'1� 12" u Sill.. tY {
13) 32" 1 JOISTS (2,8W124) - \� (ABOVE) in 4 1�p (ABOVE) B 65
w to a (6) EQUAL SPACES
cry Al 158" 800p
N — — i 42" "-' x d, x MAINTENANCE 4 STORAGE MEZZANINE FRAMING PLAN P
14500 500p I 361. 66 m
i J
m m 55
El
Q T
n (n Hoop
Sop i 4 ------ __.; y B-11 — j-- { f) OWNERSHIP OF DOCUMENTS
p O O O \-/ This docutnem and the Ideas and deelTs incorporated heroin, as an khetrwarit of
' 26'-1!" � I J professional service, are the property of GARY KNIGHTON, PE. and are not to
be used In whole or in part, for my other project without the written authorization
• —
of
r�v �+ t - u, v i well n authorized
�riiprosecuted � tfullest seawn of &ARY
of KNI
the low.
30pTON, PP. Unauthorized we
_
EQUAL EQUAL EQUAL EQUA EQUAL T '0;_ m O - Copy L-fit G Iqq, by: GARY KNIGHTON, PE.
- —
(I� `C AIt
or
T' p r
/ I B"22 TtivSS rR-5A 'R TR-. B
59" BELOW ABOVE I V'E BEL<"W _J 6
El
I __, - ----- -�
A ° 1 112" TYf B' t,. _ P .__
D Ti00p - 22 GA. YIETAL DECK
c
�f EQUAL EQUAL EQUAL \\ iai+3+ No. REVISIONS/ SUBMISSIONS Date
`
,
�----------
9 tit r' (11) 36' LH-JOISTS (274/1= 6 ( 0) EQUAL SPACE.."(282/12
.
C (31I8"✓K-JEO�ISTSSPADESS
AL
kga design build company
El
\53 L b0 WEST 090 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407
J�FLYING J TRAVEL PLAZA
I
SAINT LUGIE , FLORIDA
1 _._SIM._. DRAWING TITLE B
PRIMARY ROOF
-----
B `J---— -—-—--- -—
i————————————— — — — — ——
)�
FRAMING PLAN
r- SEAL DRAWN PROJECT NO.
c c ! - B. MANGUM FJ15-035
p _ ,
J'I GHEGiGE'D GAD File No.
Q. WHITAKER 20812L
i All .
WED D NB NO
A S G. KNIGI-ITON A
Al ROOF FRAMING PLAN
��S 1.2
,_�G% �.oR1 PI DATE
J \. J RED E tllli SEPT. 5, 19g7
OW s.�,irrrfi� SCALE!
1/8° = 1'-0„ 3 Of }8
I 2 3 4 5 6 '1 a q f0 II 12 !3 14
L___
BELOW
BELOW i
M�
A
"
10 i I 12 13 1.4
4 6
MATERIAL KEYING LEGEND
®i I 541 M
MOMENT FRAME
PETAL DECK SCHEDULE
1/2" TYPE 'B', 22 GA. PETAL DECK. SEE STRUCTURAL NOTES -
TRUSS MTR-3A SPACED AS SHOWN AI/50.1 FOR FASTENING.
m I 0
t
I m
—_ — .�-- —--�•----- I NOTE: �-
1 LINE INDICATES EXTENTS OF (2)-8" x 32', 16 GA. NESTED J015TS
3 I
AT TOP AND BOTTOM OF FASCIA. TYPICAL AT ALL TRUSSED HIPS.
—- ;
A5 5HOWK _ _ CC. E
5rt A ,mil . — - -- - - --
K
'TYP. jt
.
(21-8, x 2 1/2, 16 GA. --- J
NESTED 'GEES'
2k O.Yc TYP. 0 ALL Ell
OVERBUILDS 6
p "-�
02k r - 3k 02k 8" x 2 1/2, 16 GA.
JOISTS 0 4-0
�— j1—t—
i I I II ( m AI 21 O" x I`,2„ 16 GA k
+ }NESTED RI GE aEAM �lp��
i ll l..a II I 1� II 3 v`
_ — v - - .. EII •_ _. c9
ST HoosuPPORrEXHAUII A4I ANGLES PROVIDED
}--1-- I TYP.
j HOOD SUPPLIER 02k ~T 03k 02k, I 3. Za
02k O.Ik I C In E7
(2)-8" x 2 1/2, 16 GA. Iml
(BELOW)` _ ..._ _._ ._J (BELOW) �s tBELOI U._ -- _ NESTED 'GEES' -
B 68 I I B-69 B-1O 8�,2 1 — - - - - - - - -A IF
-
[ABOVE) (ABOVE) I 1 (ABOVE) l 6t _
o
6„� A
NOTE: 1 _
CONCENTRATED LOADS SHORN ARE L
BOTTOM CHORD LOADS AND ARE
TYPICAL AT ALL EXHAUST HOOD (-- - -- -� ____ -- ----. ---- --- ._ _..__ . _ _ -- _ - _ - _ — Q _ -� OWNERSHIP OF DOCUMENTS
SUPPORT ANGLE LOCATIONS. Gp� w A4 ® `J This document and the ideas and designs ncorporoted herein, as an netrument of
. �/a,; professional service, are the property of GARY KNIGHTON, P.E. and are not to
be used in whole or in port, for any other projectwithout the written authorization
of an authorized repreeentatNa of GARY KNIG44TON, PE. Unauthorized use
N
will be prosecuted to the fullest extent of the !ow.
-0` x 2 1/2 16 GA. v _
NESTE RIDGE BEAM ldl� d Copyrght O 199, by: GARY KNIGHTON, P.E.
� t9
�0
- - —;-- -- i - (2)-8" x 2 1/2", 16 r,A. x i B-,21 '
I I I II NESTED OMS' - -- -' - - D
No. REVISIONS/ Su5MISSION5 Date
NOTE
ALL MANSARD TRUSSES RUNNING PARALLEL TO ROOF JOISTS
SHALL BEAR ON THE ROOF JOIST BELCH THEM AS SHOWN HERE.
Al SECONDARY ROOF FR
AMING PLAN
n
{
I
_e=12 MTR-1
_ -
MTR-i WAGE a� -`
IT
t._
8"x211-216 GA
I �
I " " MTR-4
!O`
-5 0 4'-0" O.C.
b
-- _
a design build company
50 WEST 990 SOUTH, 9RK1HAM CRY, UTAH 84302-678 (801) 734-6407
JOB NAME
---- FLYING J TRAVEL PLAZA
SAINT LUCIE , FLORIDA
DRAWING TITLE 4 B
SECONDARY ROOF y
FRAMING PLAN
SEAL /- DRAWN PRO.GT NO,
---" „� 1 __ -- Es. MANGUM FJ15-035
tidQ� SIF �' GHEGKED GAD File No.
\,LQ O2 Q. WIHITAKER 208_13L
+ :/ REVIEWED DRAWING NO.
G. KNIGNTON
DATE
=REp d f SEPT. 5, I419'I Slm3
1!
SCALE 4 18
of _
4-(
2
0
f✓
f�
E
E
M
L
H
F
E
MARK
DIMENSIONS
REINFORCING
DEPTH
WIDTH
LENGTH
TRANSVERSE
LONGITUDINAL
FCI
10"
I' roll
CONT
--
(2)-e4
FG2
10"
2'-0"
CONT
--
(2)-04
NTAIL
F2
10"2'-0"
2'-O"
(3)-s4
(3)-M4
F25
10"
2'-6"
2'-6"
(3)-04
(3)-04
J8/53.1
F3
10"
3'-0"
3'-0"
(3)-05
(3)-N5
J8/53.1
F35
10'
3'-6"
3' roll
3)-«5
(31-s5
J8/53.1
F4
12"
4'-0"
4'-0'
(4)-+5
(41-�5
J8/53.1
F45
12"
4'-6"
4'-0"
(4)-05
(4)-s5
JS/53.1
F5
12"
5'-0"
5'-0"
(5)-+5
(5)-05
J8/53.1
F5.5
12,
5'roll
5'roll
(5)-05
(5)-05
E8/53.1
Fro
12"
6'-O"
6'-O"
61-03
l6)-MS
E8/53.1
F65
12"
61-6"
6' roll
(ll-«5
11)-s5
EI/532
F1
15"
1'-O"
1'-O"
(1)-06
(1)-06
EI/532
Fly
15"
1'-6"
l'-roll
l)-s6
(11-s6
EIl/53.1
F51
15"
31-6"
T-0"
(1)-+6
(4)-06
--
FS2
12"
4'-0"
6'-0"
16)-06--
F53
(q)-or,
(5)-06
All/53.1
FOOTING SCHEDULE
5YM
51ZE 4 MATERIAL
TOP PLATE
DETAIL
BASE PLATE
SIZE
B.O. BASEPLATE
DETAIL
0-1
T5 6" X 6" X 3/16"
AI/53.3 SIM,
V2" X ON X 12"
qq'-1"
A4/53.1
0-2
TS 6" X 6" X 3AG"
AI/533
3/4" X 12" X 12'
q11'-1"
AI/53.1
0-3
TS 6" X 6" X 3A6"
A4/533
1/2' X 12' X 12,
qq'-1"
AI/53.1
C-4
TS roll X 6" X 3A6"
A4/533
1/2" X W X 12"
qq'-I"
AI/53.1
0-5
TS 6" X 6" X 1/4"
JII/533
V2" X 12" X 12"
qq'-I"
AI/53.1
0-6
T5 4" X 4" X 3/16"
--
3/4' X 10' X 10'
qq'-I"
A4/53.1
C-1
TS 4" X 4" X 5/16"
--
I/2" X 10" X 10"
qq'-ll 1/2"
J4/532
C-8
TS 4" X 4" X 3/16"
—
U2' X 10' X 10"
q9'-II In"
J4/532
C-q
TS 4" X 4" X 3/ib'
--
1/2, X 10, X 10"
qq'-II I/2"
J4/532
0-10
T5 4" X 4" X 3/16"
--
1/2, X 10, X 10,
"'-II 1/2"
J4/532
C-II
T5 4" X 4" X 1/4'
--
ICI' X 10" X 10'
q41'-11 In"
J4/532
C-12
TS 4" X 4" X 1/4"
--
1/2, X Do X 10"
qq'-II In'
J4/532
0-13
T5 4" X 4" X 1/4'
--
1/2, X 10" X 10"
qq'-II In'
J4/532
C-14
T5 4" X 4" X 3/16'
—
3/4' X 10' X 10"
qq'-I'
Al/53.1
C-15
TS 6" X 6" X 3/16"
AUS33 SIM,
V2' X IT X 12"
qq'-q"
EB/53.1
C-16
TS 6" X 6" X 5/16"
A11/533 SIM
1/2" X 12' X 12"
OW-1"
A8/532
C-11
T5 6" X G" X 3/16"
--
V2" X 12" X 12"
qq'-I"
AI/53.1
C-I8
14IOX30
--
1" X S. X 18'
CIT-I"
E4/532
C-lq
WIOX30
--
1" X 8" X is,
q9'-1"
E4/632 SIM.
C-20
TS 4" X 4" X 3/16"
--
1/2, X 10, X 10,
q9'-II In`
J4/532
C-21
TS 4" X 4" X 3/16'
—
1/2' X 10' X 10"
qq'-II In"
J4/532
0-22
TS 4" X 4" X 3l16"
—
1/2' X 10 X 10"
99'-I"
A4/S3.1
G-23
TS 4" X 4" X 3116"
--
112' X 10, X 10,
q9'-I'
AI/53.1
C-24
T5 4" X 4" X 3/16"
--
1/2' X 10' X 10"AI/53.1
C-25
TS 4" X 4" X 5116'
--
1/2, X 10" X 10"
qq'-I"
AVS3.1
C-26
TS 4" X 4" X 3/16'
--
1/2' X 10' X 10'
qq'-I"
AI/53.1
C-21
T5 4" X 4" X 3/16'
--
1/2, X 10" X ION
qq'-I"
A4/53.1
0-28
HCX30
--
IN X 8" X IS,
qq'-I,,
E4/532
G-29
W10X30
--
1' X 8' X 18'
qq'-I'
A8/50.1
C-30
TS G" X 6" X 5/16"
—
IN X 12' X 12'
9q'-I"
JS/53.1
C-31
TS G" X G" X 5/16"
--
1' X IV X 12,
qq'-I"
JS/53.1
C-32
TS 4" X 4" X 1/4"
AI/533 SIM,
Ill' X 10" X 10"
9q'-I"
A4/53.1
C-33
T5 6" X 6" X 3/16"
AI/53.3
3/4" X 12" X 12'
qq'-I"
AS/532 SIM.
0-34
TS 4" X 4" X 3/16'
AI/53.3
3/4' X 10" X ON
qq'-I"
AI/53.1
C-35
T5 4" X 4" X 3/16"
AI/533
3/4' X 10' X 10"
qq'-1'
Al/53.1
0-36
TS 4" X 4" X 1/4"
A4/533
3/4' X 10" X 10"
9q'-I"
0-31
TS 4" X 4" X 114'
A4/533
3/4' X 10" X 10"
9q'-1"
C-38
TS 4" X 4" X 3/16"
AI/533
3/4' X 10' X 10'
qq'-I"
C-3q
TS 4" X 4" X 3/16'
JII/533
3/4' X 10" X 10'
qq'-1"
0-40
TS 6" X 6" X 3AW
AI/533 SIM.
V2' X 12" X 12"
OW -II 1/2,
C-41
T5 4" X 4" X 5/16'
A4/533
1/2' X 10" X ION
qq'-1"
.1
JA
C-42
TS 4" X 4" X 3/16"
A4/533
1/2' X 10' X 10'
qq'-I"
1
0-43
T5 6" X 6" X SAS"
AI/533
3/4" X 12' X W
".-I"
1
C-44
T5 6" X 6" X 3AG"
A4/533
3/4" X 12" X 12'
q9'-1'
1
C-45
TS 6" X 6" X 3/16"
JII/533
3/4' X 12' X 12'
qq'-I"
1
NOTE:
ALL ANCHOR BOLTS SHALL BE 3/4"0 A301 BOLTS UNLESS NOTED OTHERWISE.
A Al COLUMN SCHEDULE
I 2 3
BEAM SECTION
BOLT SPACING
No. OF BOLTS REQ'D
W10
2 1/2" o/c
3
W12
3" o/c
3
WI4
3" o/c
4
W16
3" o/c
4
W18
3" O/c
5
W21
3" o/c
6
NOTE:
ALL BOLTS ARE TO BE 3/4' DIA.
A325 THRU BOLTS. TIGHTEN BOLTS
U51NG TURN -OF -NUT METHOD.
J5 BOLT SCHEDULE
5YM
SIZE 4 MATERIAL
TOP PLATE
DETAIL
BASE
PLATE
SIZE
B.O. BASEPLATE
DETAIL'
C-46
T5 4" X 4' X 3/16"
AI/533
I/2" X 10" X 10"
q9'-I"
AIl53.1
C-41
T5 4" X 4" X 3116'
A4/53.3
314' X 10' X 10"
99'-1"
AI/53.1
C-48
T5 4" X 4" X 1/4"
-
3/4' X 10' X 10"
qq'-1"
A4/53.1 SIM.
C-4q
T5 4" X 4" X 3/16'
-
1/2" X 10" X 10'
101'-1 1/2"
JII/53.1
C-50
TS 4" X 4' X 3116"
--
V2" X 10" X 10"
101'-1 1/2"
ill/53.1
C-51
TS 4" X 4" X 3/16"
--
1/2" X 10" X 10"
101'-1 1/2"
J11/53.1
C-52
TS G" X roll X 3/16"
--
3/4" X 12' X 12"
qq'-q'
ES/53.1
C-53 .
1*5 6" X 6" X 3/16"
--
V2' X 12" X 12"
qq'-q"
AI/532
C-54
TS 6" X io" X 1/4"
JII/53.3 SIM.
3/4" X 12' X 12"
99'-q"
AI/532
C-55
T5 6" X 6" X 1/4"
A13/533
3/4" X 12' X 12"
q9'-2"
Ell/53.1
C-56
T5 roll X 6" X 1/4"
AS/533
3/4" X 12' X 12"
9q'-2"
EI/532
C-51
T5 6" X G" X 1/4'
AI/533 SIM.
I" X 12' X 12"
qq'-2"
EI/532
C-58
T5 G" X 6" X 3/16'
JI1/533
3/4" X 12' X ON
qq'-q"
E8/53.1
C-5q
TS 4' X 4" X 1/4"
--
314" X 10' X 10"
qq'-q"
ES/53.1
C40
TS 4" X 4' X 1/4'
--
3/4' X iO' X 10'
9q'-q'
E8/53.1
C-61
T5 4" X 4" X 3/16'
J4/53.4
3/8' X REQI)
113'-II 114"
J4/53.4
C-62
T5 4' X 4" X 3/16"
J4/53.4
3/8, X Rwr
113'-ll 1/4"
J4/53.4
C 63
TS 4" X 4" X 3/16"
AI/53.3 SIM.
I/2" X O" X 10"
qq'-q'
E8/53J
C-64
T5 4" K 4' X SAW
J4/53.4
3/8, X REOT)
113'-10"
J4/53.4
C-65
TS 4" X 4' X 3/16'
-
1/2" X 10" X b"
qq'-I"
AI/53.1
C-66
TS 4' X 4" X 3/Iro"
J4/53.4
3/8' X REQ'D
III'-0"
J4/53.4
rlrlrltitOsst•rr0�
5
0
"7
MARK I 5
B-1 WI6
B-2 Wig;
B-3 A&
B-4 WIE
B-5 NW,
B 6 WIC
B-7 WIG'
B-8 WIC'
B-1 WE
B-10 Wi_.
B-12 —
5-13 Wi
B-14 WIF
B-15 WIC
B-16 WIC
B-1 WI6'
B-18 HW
B-lq WI
8-20 WI;_
B-21 Hil
B-22 WI-
B-23 WIM.
B-24 WI:
B-25 WI=
B-26 Wic:
B-27 Wil
B-28 Wi�
B-21 Wic
5-30 WIC:
5-31 WIc
B-32 Wx
B-33 Wic
B-34 Wlc
B-35 Wlh
B-36 I<,
B-3-1 W2I
B-58 W2.
B-311 WIC`
B-40 WIG
B-41 WIC
B-42 W2'
MARK
SIZE
CONNECTION PLATE
THICKNESS • COL.
8R-I
T5 6"xG"x3AG"
3/8"
BR-2
T5 6"x61x3/16"
3/8"
BR-3
T5 4'x4"x3/16"
t 3/8"
BR-4
T5 4"x4"x3/16"
3/8"
BR-5
T5 4'x4'x3/16'
3/8"
MARK
517E
CONNECTION PLATE
THICKNESS O COL.
BR-6
T5 WxG"44,5"
3/8"
BR-1
T5 4'x4"x5/16"
3/8,
BR-8
TS 4"x4"xl/4"
3/8,
BR-q
I TS 6"x6"x3/16"
3/8"
L10 BRACED FRAME SCHEDULE
NOTE:
LINTEL SHALL EXTEND 6" MINIMJM BEYOND EACH SIDE OF 6'-0" OPENING. ADD I" EACH
SIDE PER FOOT OF OPENING SIZE BEYOND 6'-O" TO 12" MAXIMUM EACH SIDE.
J10
BRICK HEIGHT
L 3X3XI/4
L 4X3XI/4
L 5X3XI/4
L 6X3-1/2X5/16
I'
13,
125,
155
20.0'
2'
15,
100,
125,
16.0'
3'
65,
85,
105,
14.0'
4'
60'
80'
C15'
123'
5'
55'
1.5'
el.0'
115'
LINTEL SCHEDULE
TO. BEAM
ELEVATION
CONNECTION PLATE
THICKNE55
116'-l3/4"
3/8"
116'-13/4"
3/8"
116'-7 3/4"
3/8"
116'-73/4"
3/8"
113'-10"
113'-10"
3/8"
3/8"
-- 10q'-101/4"
3/8,
I0q'-101/4"
3/8,
113' roll
In'
Ill,-6"
3/8"
III'-6"
3/8"
—
Ill'-6"
3/8"
—
113'-61/4"
3/S"
113'-61/4"
3/8,
115-61/4"
3/8"
IIT-O 3/4"
3/8"
113'-10"
3/8"
113'-10"
113'-10"
3/8"
3/8"
113'-10"
3/8"
116'-73/4"
3/8"
3/8,
114'-51/8"
3/8"
110'-0In'
3/8"
III'-O"
III'-0"
5/8"
3/8"
Ill'-O"
3/8"
111'-0"
3/8,
111'-0"
3/8"
III'-0"
III'-0"
III'-O"
3/8"
3/8,
3/8"
Ill'-O"
3/8,
111'-O"
III'-0"
III'-O"
3/8"
3/8"
5/8"
Ill'-O"
5/8'
nr-0°
In"
III'-0"
In"
III'-O"
3/8"
111'-0"
5/8"
115-61/4"
In"
NOTE: V WHERE ' THICKNESSES VARY AT COLUMNS, THE GREATEST
PLATE ;E55 REQUIRED SHALL APPLY.
SCHEDULE
41
5YM
SIZE +
T0. BEAM
ELEVATION
CONNECTION PLATE
THICKNESS
B-43
W21X50
113'-61/4"
1/2"
B-44
W21X44
116'-l3/4"
In"
B-45
W21X44
116'-13/4"
1/2"
B-46
W21X44
116'-13/4"
I/2"
B-41
WISX35
113'-III/4'
3/8"
B-46
W18X46
16-III/4'
1/2"
B-4q
WI8X35
113'-111/4'
3/8"
B-50
HISX35
113'-ll1/4'
3/8"
B-5I
WISX35
16-111/4'
3/8"
5-52
W16X31
B-53
WI6X31
113'-61/4"
3/8"
B-54
W16X31
Ili'-61/4"
3/8"
5-55
WI6X31
113'-61/4"
3/8"
5-56
1-416X31
113'-61/4"
3/8"
5-51
WI6X31
113'-61/4"
3/8"
B-58
W16X31
113'-61/4"
3/8"
15-541
1^1I2XIq
115-111/4'
3!8"
B-60
W14X22
113'-61/4"
3/8"
5-6i
WI2XIq
16-11114"
3/8"
B-62
W12X14
121'-13/4'
3/8"
5-63
HUX26
IOq'-10"
3/8"
5-64
W12X26
IOq'-10"
3/8"
5-65
WI2XIq
10q'-10"
3/8"
B-66
WI2XIq
lOq'-10"
3/8"
5-67
WIOX12
115-111/4'
3/8"
5-68
WISX46
113'-61/4"
1/2"
5-61
W1SX40
113'-61/4"
1/2"
B-10
WI8X46
115-61/4"
1/2,
B-11
WIOX12
113'-10"
3/8"
B-72
WIOX12
113'-10"
3/8"
5-15
WIOX12
Ir7'-O 3/4"
3/8"
5-14
W16X26
116'-13/4"
3/8"
5-15
WI2XIq
III'-6"
3/8"
5-16
WIOX12
III'-6'
3/8"
MATERIAL KEYING LEGEND
L
J
�7
F
OWNERSHIP OF DOCUMNT5
This dowment and the Ideos and designs incorporated herein, os on Instrument of
professional service, are the property of GARY KNIGHTON, F.E. and are not to
be used n whole or in port, for "other project without the written authorization
of an authorized representative or GARY KNIGNTON, Pt. Unauthorized use
will be prosecuted to the fullest extent of the low.
Copyright O 1991 by: GARY KNIGHTON, PE.
No. OtEVISIONS/ SUBMISSIONS Dote D
G
a design build company
60 WEST 880 SOUTH, BRIOHAM CITY, UTAH 8430',"78 (801) 734-6407
JOB NAME
FLYING J TRAVEL PLAZA
SAINT LUCIE , FLORIDA
DRAWING TITLE
ei
STRUCTURAL
SCHEDULES
SEAL
DRAWN
PROJECT NO.
-
E5. MANGUrI
N 15-035
0 K (
CHECKED
GAD Pile No,
C
q �O;
Q. WNITAKEiR
208_2120
REVIEWED
DRAWING NO.
in 2•
. �-. �
`*
G.KNIGNTON
a
DATE
5EPT. 5, lgq-1
S2
f
SCALE
5 of 1>3
el �! i
NONE
---- —
2
NI
+5 BARS HORIZ.
CONTINUOUS
L
04 DOVEL5 0 13" O.G. —
ALTERNATE DIRECTION
OF HOOK AS SHOWN
SEE FOOTING
K SCHEDULE
u.
l` J
J1 DETAIL
3/4"=1'-O"
(4) 05 BARS VERT, REINF
spy
- 6
BRICK VENEER - SEE
ARCHITECTS DRAWINGS
F
e E1 DETAIL
W
t.
BASEPLATE, SEE I
COL. SCHEDULE.
co
B STEEL COLUMN, SEE
COL. SCHEDULE
i
DETAIL
'/�II-II-OII
2
6"-18 GA. TYPE V HTL.
5TUD5 0 16" D.G.
5/6" 9 X 10" ANCHOR
BOLTS 0 48" O.G. W/
FON. CLIP 0 STUD
LOCATION
4" cFP FIBER REINFORCED
CONCRETE SLAB
2" SAND
6 MIL VAPOR BARRIER
6" COMPACTED GRANULAR FILL
CONCRETE FOOTING - SEE
SCHEDULE Jl/52.1 FOR
SIZE AND REINF.
4 I 5
2" SAND
6' COMPACTED —
GRANULAR FILL
6 MIL VAPOR BARRIER
SEE FOOTING
SCHEDULE
CONCRETE FOOTING - SEE
SCHEDULE JI/52.1 FOR
51ZE AND RIEINF.
J4
EMBED ANGLE -
SHEAR F- 3/8" X REQV
PARALLEL TO BRACE
(2) REQUIRED
BASE It - SEE COLUMN
SCHEDULE FOR SIZE
DETAIL
6
tit 111'
01
1�I I 1N
PLAN
1
4" CONCRETE SLAB
REINF. W/ OFF FIBERS
CONCRETE SLAB
04 DOWELS 0 13" o/c
BEVELED KEYWAY
STEEL COLUMN - SEE
COLUMN SCHEDULE
FOR 51ZE
BRACED FRAME
GUSSET to
STEEL COLUMN - SEE 1/4 V
COLUMN SCHEDULE
FOR SIZE �\ SHEAR 1I1 - EACH SIDE
OF BASEPLATE
»3 TIES 0 12" OC. I/2"6 NON -SHRANK
GROUT ----�
(2) LOCATIONS
EMBED ANGLE - L3" X 3` X 3/8` 1/4 3 PER TAB
X REQUIRED - EMBEDDED IN
TOP OF CONCRETE FOOTING
(2) REQUIRED FOOTING
,,,." .TY SOLID - - - - T.O.*SEE PLAN
CONCRETE FOOTING - SEE_
FOOTING SCHEDULE FOR SECTION
51ZE AND REINF.
E4 DETAIL
T.O. SLAB
GRID
1 1/2" TYP. TU. FTG
1 1/2" 2 1i2"
— — — I STEEL COLUMN - SEE � f/ t-
COLUMN SCHEDULE
—
COL TOP OF FOOTIN
EL. = 11'-0°
r
GONG. FDN. WALL, SEE I
l\ STRUCTURAL NOTES
FOR REINF.—�GRID
o I o —
I
� I/2" �I/2° BASE It SEE
l
I COLUMN SCHEDULE
--
I � COL
TOP OF SLAB
A4 DE ENTAIL
3 4 5 6 i
STEEL COLUMN - SEE
COLUMN SCHEDULE AI/521
05 HORIZONTAL REINFORCING
I" NON -SHRINK GROUT
—T =IN
CONCRETE FOOTING -
SCHEDULE JI/52.1 FOR
SIZE AND REINF
J8
liar
DJ 1
(
(4) 3/4`0 X 12" ANCHOR -
BOLTS t-U DOUBLE NUTS
POUR BLOCKOUT
FLUSH W/ FLOOR SLAB
y�
�
;
4" CONCRETE FLOOR SLAB
REINFORCE W/ OFF FIBERS
E8 i
A8
8
q 10 I I 12
STEEL COLUMN AND BASE le -
SEE COLUMN SCHEDULE AI/52.1
TAIL
STEEL BASE PLATE - SEE
COLUMN SCHEDULE AI/52.1
5/4" m x 10" ANCHOR BOLT
24" X 24" CONCRETE BLOCKOUT
r 4" CONCRETE SLAB
1 6 MIL VAPOR BARRIER
2" SAND
6" COMPACTED GRANULAR FILL
STEEL COLUMN - SEE
COLUMN SOWED. Al/52.1
BASE F2 SEE
COLUMN 50HED. AI/52.1
I" MIN, NON-5HRINK GROUT
Sim.
'Nor 4"
13 14
#3 BARS VERTICAL MATERIAL KEYING LEGEND
f
N3 TIES 0 12" O.G. o
GROUT CAVITY SOLID o L U e
SEE STRUCTURAL NOTES
AI150.1 FOR WALL REINF.
I;.
ff I
FOOTING TIE
-1
1
BEYOND
—
( I
I_ �.
I
1'-1 1/2"
GRADE BEAM TO
IV
EXTEND BELOW
M05T LINE AS
PER LOCAL CODE
J11
DETAIL
3/4"=I-O"
METAL STUD BEYOND
POUR BLOGKOUT FLUSH
WITH FLOOR SLAB
STL. COLUMN 4 BASE IE
SEE COL. 5CHED AI/52.1
I" NON -SHRINK GROUT
I I
REDWOOD PLATE
4" CONCRETE SLAB-
REINF. W/ OFF FIBERS
I
4" RIGID INSULATION
2" SAND
I
3" CONCRETE SLAB
T.O. SLABJ,
0 0 o� VW
T.O. FTG
7
pyVQ�,
o`«o 2° SAND I-1 I I I I_--1 11=1 I
ij
2" SAND--
W/ LEVELING NUTS 6" COMPACTED
CONCRETE FOOTING - SEE GONG. FTG., SEE FTG. GRANULAR FILL
FOOTING SCHEDULE JI/52.1 SCHEDULE JI/521
L
K
G
F
FOR SIZE AND REINF. FOR 51ZE AND REINF, OWNER54P OF DOGUMNTS
Thle document and the locos and des!9ns incorporoted herein, co an Instrutnsnt of
_..�.._. __ profeeaionoi service, are the property of GARY KNIGHTON, I'E. and are not to
E11 DETAIL of n cwsed horttzze'd � Ne o r1cry project
IGHTO PPf Unauthhe orized use
weauthorization
will be prosecuted to the fullpt extant of the law.
Copyright O 1991 by: GARY KNIGHTCR F.E.
12- TYP
c b' STEEL COLUMN - SEE
I -j v COLUMN SOWED. AV52.1
SEE STRUCTURAL NOTES o LJ a GUSSET IE 5/W X AS REQV D
SEE S FOR WALL REINF.' U� No. RLNI510N5/ SUBMISSIONS Dote
ASTEEL BRAGS -SEE BRACED
FRAME ELEVATIONS 44
STEEL COLUMN - SEE' 6" 4"
SCHEDULE
24" x 24" CONCRETECOLUMN
BLOOKOUTTA.
FDN
1/4
G" MIN.101'-61/2"
1/4
G" MIN.
--- _ -STEEL
�1 —11'I =1I1=111 ' i u i-i i-ITri i i
COLUMN 4 BASE
5EE COLUMN SCHEDULT
o.saB"
�I
a design buildcompany
HON-SHRINK GROUT -
ITY,
bd WEST 990 SOUTH, BRIQFIAM CITY, UTAH 84302-878 l801D 734-8407
FOOTING TIE
JOB NAME
lr
BEYOND I —I (4)-I" DIA. A325 AB.— • c
W/12"MIN. EMBED, i FLYING J TRAVEL PLAZA
t-t� 3" MIN. HOOKS AND
LEVELING NUTS THICKENED Gout. SAINT LUCIE , FLORIDA
— -i _ •-�-� m z SLAB DRAWING TITLE B
CONCRETE FOOTING, SEE FOOTING AND
` FOOTING SCHEDULE FOR
512E 4 REINF. TYPICAL.L A L 3x3XALL BRAACEA5 RCED FOUNDATION DETAILS
A
COLUMN5 SEAL DRAWN PRO-ECT NO.
E3. MANGUM FJ45-035
GRADE BEAM TO 10" NOTES: 1) 1" DIA. A325 ANCHOR BOLTS REQ'D AT BRACED FRAMES ONLY.
EXTEND BELOW 2) WELDED STEEL SHEAR TABS FROM BASE fp TO EMBED ANGLES SHOWN REMOVED d l y/ .: K /G'r GHEGiGED CAP 1S No.
FR05T LINE A5 FOR CLARITY. SEE DETAIL E4/53.1. 'vQ 1 J Q. WHITAKER 2U8_3
PER LOCAL CODE U t��2' RL°�/ILWED DRAWING NO.
G. KNIG1-ITON A
T � AI
All DETAIL p`��; <o�, ���`' DSEPT 5, 19q T S 3
/1; SCALE
3/4 =1-0 9-1- AS NOTED 6 of i8
_ 11 1a 13 14
k
M
L
SEE ARC
2
H
F
I i 2 1
4" CONCRETE FLOOR SLAB
P NON -SHRINK GROUT
4" FIBER MESH REINF,
CONCRETE SLAB
G r-2" SAND
e
m�
(4)-3/4" 0 x 12" AB. -
W/ LEVELING NUTS
GONG. FTG, SEE FTG -
5GHEDULE JI/S21
FOR SIZE 4 REINF,
A Al
I
DETAIL
DETAIL
COL. COL.
SEE PLAN
- ---i
DETAIL
1 1
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4 (3) 03 TIES (6" FROM
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J4 DETAIL
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STEEL COLUMN - SEE L 99' 01i
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AIL
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03 TIES a 12" O.G.
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5EE FOOTING AND
FOUNDATION PLAN
CONSTRUCTION JOINT DETAIL
NO SCALE
SAWGUT CONTROL JOINT
/ WITHIN FIRST 12 HOURS
OF POUR
CONCRETE FLOOR SLAB
SEE FOOTING AND
FOUNDATION PLAN
CONTROL JOINT
NO SCALE
J11 DETAIL
2" TYP
STEEL COLUMN -SEE
- COLUMN SOWED, AI/52.1
O J W
O J
GUSSET tE 5/8" X A5 REQ'D
0 0 STEEL BRACE - SEE BRACED
FIR ELEVATIONS 54.3 4 54.4
1/4
1/4
(4) 1"m X 12" A325 AB.
W/ LEVELING NUTS 4
3" NOOK, MIN. I +
BASE It -SEE
COLUMN SGHED. AI/52.1 I 1/4 6" MIN,
POUR BLOGKOUT I / I/4 6" MIW.
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I" MIN NON -SHRINK GROUTS i
MATERIAL KEYING LEGEND
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IN
J
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L 3x3x3/8"x AS REQV FOOTING SCHEDULE JI/52.1
TYPICAL ALL BRACED COLUMNS. FOR SIZE AND REINF.
NOTES: I) 1" 0 A325 ANCHOR BOLTS Rl AT BRACED FRAME`S ONLY. �1�1�ERSNIP DOCUMENTS
J
2) SHEAR TABS FROM BASE IE TO EMBED ANGLES SHOWN REMOVED. SEE DETAIL E4/53.1.
This document and the ideas and designs Incorporated herein, as an Instrument of
professional service, are the property of GARY KNIGHTON, PE. and are not to C
E11 DETAIL be used in whole or inpart, for any other project without the written authorization
of an authorized representative of GARY KNIGHTON, P.E. Unauthcrizsd use
will be prosecuted to the fullest extent of the law.
Copyright O 1991 by: GARY KNIGHTON, PE.
T.O. PTG.
I 59 PLAN
GRID I L
I r/
I" DIA. x 12" A325 l GUSSET It 5/8' x REQD No. REVISIONS/ SUBMISSIONS Dote
ANCHOR BOLTS I _
BASE fE - SEE
- -
I COLUMN SCHEDULE
7COVE RiE I/2"x REQT7
O I/4
GRID-"'-'^,-'m'«..----•., ...�.w,..",,.,a....
z i w� a design build company
i I I/4 O I O 60 WEST 990 SOUTH, BFUGHAM CITY, UTAH 84302-678 (801) 734-6407
H JOB NAME
G
GUSSET IE5/8"xREQV FLYING J TRAVEL PLAZA
n SAINT LUG11` , FLORIDA
DRAWING TITLE 8
STEEL COLUMN - 5EE I 2111TYP. FOOTING AND
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1 J T.O. SLAB SEAL DRAWN PIRG-MGT NO.
L — — — loo'-or- r "`ii(, - E3. MANGUM _ FJgS-035
1 1 �7tF1t �' C- EeCKMM GAD File No.
Q2 HHITAKER 208_32S
REVIL°WE:D DRAWIN6 NO.
A11 DETAIL HATE
SEF"T. 5, Ig97 S3m2
A5 NOTED 1 Of 18
I 1 1 12 1 15 1 14
I 2
TOP OF WALL
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TOP OF DECK
114'-0 3/4"
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NOTES: U SEE BOLT SCHEDULE FOR NUMBER
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J4 DETAIL
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SCHEDULE FOR PLATE
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1/4
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WEBS - SEE TW55
ELEVATIONS SHEET
542 FOR SIZES
6" MIN TYP
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SCREWED TO DEL STUDS
DOUBLE METAL STUD
CHORD - SEE TRUSS
ELEVATIONS SHEET
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DOUBLE METAL STUD
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ELEVATIONS SHEET
542 FOR 51ZE-5
OWNERSWIP OF DOCUMENTS
This doanent and ft ideas did design Incorporated herein, os an Instrwarit of
professional service, are the property of GARY KNIGHTON, FE. and dro not to
be used n Whale or in port, for "othar project without the written authorization
of an outhorized representative of GARY KNIGWTON, PE. Unauthorized use
will be prosecutad to the fullest extent of the low.
" Copyright 0 199i by: GARY KNIGHTON, PE.
I
L 5" X 3" X 1/4' LLV
BETWEEN J015TS
D
No.
REVISIONS/ SUESMISSIONS
Date
METAL ROOF DECK - SEE
STRUCTURAL NOTES
— - _.—
-'- -
_ _..
I.,�.
a design build company
F50EST
990 SOUTH, BRIGHAM CITY, UTAH 84302-678 (801) 734-0407
JOB NAME
FLYING J TRAVEL PLAZA
SAINT LUCIE FLORIDA
,
B
DRAWING TITLE
FOOTING AND
FOUNDATION
DETAILS
STEEL JOIST BEYOND
SEAL
DRAWN
PROJECT NO.
r ,r,,%� ��
KM
E3.1"IAN0LIM
FJ95-035
H BEAM - SEE
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GAD r-Ile No.
PLAN FOR SITE
@,�:' ��
Q. WHITAKEiR
208_33
�'
.�
REVIEWED
DRAWING NO.
it
G. KNIGNTON
DATE!
S3w3
� Ilif
SEPT. 5, 1997
SCALE
8 of 18
45 NOTED
13
14
Sk
0
�' J1
METAL ROOF DF
H L 2 1/2' X 2 1/2'
X CONTINUOUS
14 GA. RUNNER
6 57UDS 0 16" O.0
METAL ROOF Of
F 14 GA. RUNNER
W BEAM - SEE
PLAN FOR 511E
e El
i_
3 5/8" X 18 GA. METAL _
STUDS 0 16" O.G.
METAL ROOF DECK _
D SEE STRUCT. NOTES
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CONTINUOUS LEDGER
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PLAN FOR SIZE —�
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i
6' X 18 GA.
PETAL STUDS a 16, O.G.
(WHERE OCCUR)
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14 GA. RUNNER ---
L4'X4"XI/4 -
CONTINUOUS —
L CURB ANGLE VO4) 3/4"0 A325 BOLTS
TOP OF SLAB PLAN FOR SIZE T5 COLUMN - SEE
PLAN FOR 512E
TOP OF BEAM
EL. = IOT-10" I viz — BASE E 3/8" X REQ'D
1 E W/(4) 3/4"0 A325 BOLTS
L
K
W BEAM - SEE W BEAM - SEE SEE SGHEDUL
PLAN FOR 51ZE }�f` W BEAM - SEE PLAN FOR 51ZE
PLAN FOR 512E
2 1/2° 1 1/2" CONN. E - SEE BEAM WEB STIFFENER E I/4'—'--
_ 5CHEDULE FOR It THICXNE55 X REQUIRED
AND BOLT SCHEDULE FOR NOTE: 18 GA. METAL STUD BLOCKING BETWEEN EACH JOIST
QUANTITY AND SIZES NOT SHOWN FOR CLARITY,
AIL J4 DETAIL
3/4 " =1'-O "
PETAL ROOF DECK
TOP E 3/8" X REQ D
E 114" x 4" x REQ'D
W/ (21-5/8" DIA. BOLTS
0
STL. ROOF JOST,
SEE PLAN
DETAIL
14 GA. RUNNER
1/4 1/ 3-12
1 1/2" METAL DECK
W/ 2 I/2" CONCRETE
TOPPING REINFORCE
W/6X6-WI.4kWl.4 WELDED WIRE FABRIC
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STUDS 0 16" O.O. —�
W BEAM - SEE
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TOP OF BEAM Js
(s
w
CONNECTOR to - SEE
BEAM SCHEDULE FOR
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)I SIZE 5EE BOLT SCHEDULE
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BETWEEN JOIST ENDS
E4 DETAIL
3/4"=1'-O"
E 1/4" X 4" X REQ'D
W/ (2) 5/8'm BOLTS
METAL ROOF DECK -SEE
STRUCTURAL NOTES --�
TOP OF ANG
IIT-O 3/4"
STEEL J015T - 5EE
PLAN FOR 512E
(2) 8" X 2 1/20 16 GA.
�-
NESTED 'CEE5'
8" X 2 1/2" - 16 GA.
'GEES' BETWEEN -
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113'-ll1/4'�
14 GA. RUNNER —
6" - IS GA. METAL
_
STUDS 0 16" O.C.
WEB STIFFENER E 1/4"
X REQUIRED (NS 4 F5)
DECK BR'G
EL=111'-O 3/4
I
STEEL J015T - 5EE
PLAN FOR SIZE
W BEAM - SEE
PLAN FOR SIZE
(2) 8" X 2 1/2" - 16 GA.
NESTED 'GEES'- SEE
ROOF FRAMING PLAN
L 2" X 2" X 14 GA. - FASTEN
TO JOISTS AND NESTED 'GEES'
W/ (5) 5/8"m 512 SCREWS
TYPICAL EACH END OF J015T
ROOF JOIST - SEE ROOF
FRAMING PLAN FOR 51ZE
W BEAM - SEE 1 '
PLAN FOR 51ZE / v z
r
STEEL JOIST - SEE _J
PLAN FOR SIZE
I
CONN. E -SEE BEAM
SCHEDULE FOR SIZE /
W/ 3/4"0 A325 BOLTS
SEE BOLT SCHEDULE tD
FOR QUANTITY 4 SIZE µ!
NOTE:
PERPENDICULAR BEAM NOT
SHOWN FOR CLARITY 2 I/2' 1 1/2"
TYP. TYP.
J8 DETAIL
STEEL BEAM,
SEE PLAN
STEEL BEAM, =
SEE PLAN
NOTE: TOP FLANGES OF EI,EAM5 SHOWN REMOVED
E8 DETAIL
14 GA. RUNNER X GONT
NOTCH 0 STUD LOGATIC'•
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SEE STRUCT. NOTES
L 2 1/2" X 2 1/2" X 3/16" _
CONTINUOUS LEDGER
t
10
I
I
12
L5"X3"X114"LLH
TUBE STEEL TRUSS
CONTINUOUS LEDGER ---
SEE TRUSS ELEVATION
WELD TO EACH TRUSS
6" - 18 GA. METAL
STUDS 0 16" O.G.
PETAL ROOF DECK _
BETWEEN VERTICAL
SEE STRUCT. NOTES
TRUSS WEBS
TS COLUMN - SEE
COLUMN SOHEDULE
TOP OF JOIST
FOR SIZE
r
14-GA.
RUNNER - TYP
W BEAM - SEE
PLAN FOR 51ZE
STEEL J015T - 51
PLAN FOR 51ZE
W BEAM - SEE
PLAN FOR SIZE
Jll DETAIL
3 5/8" X IS GA. METAL _
3/4" m 'A325' BOLT5 STUDS 0 16" O.G. —
//— SEE BOLT SCHEDULE
FOR NUMBER OF BOLTS
4 SPACING
PETAL ROOF DECK
STEEL J015T - 5EE
�- 5TL. COLUMN, PLAN FOR 51ZE
/ SEE PLAN
W BEAM - SEE
PLAN FOR SIZE --�
CONN. E W/ 3/4' 0
BOLT5.SEE BEAM
SCHED. FOR PLATE
DIMENSIONS
18 GA. METAL STUDS
0 16" O.G. W/ BRACING
0 36" O.G. (MAXIMUM)
18 GA. METAL STUD
BLOCKING
14 GA. METAL STUD
WEB STIFFENER 0 16" OC
I
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SCHEDULE FOR E
SIZE - W/ 3/4"(1) A525
—
BOLTS - SEE BOLT
SGHED FOR QTY.
1/4
1/4
Ell
DETAIL
3/4"= I'-O"
LG"X4"X1/4.X0'-6"
CLIP ANGLE - WELD
TO BEAM WEB
W BEAM - SEE
PLAN FOR 51ZE
1 1121I/ — �--- L 6" X 6" k 3/8" X O'-6'
MIN. MIN. W/ 5TIFF E 1/4" AS SHOWN
1/4
DETAIL A4 DETAIL A8 DETAIL All DETAIL
1 1/2"=1'-0" I"=1'-O"
-'-.-'ram
2 3 4 a 6 1 8 Q I® II 12
HIM
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v=
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113'-10"
L 2 V2' X 2 1/2' X 3/I6"
CONTINUOUS LEDGER
METAL ROOF DECK
14 GA. RUNNER
3 5/6" - IS GA.
METAL STUDS
CAP IE 1/4" X REQ D
T5 COLUMN - SEE
/ PLAN FOR SIZE
METAL ROOF DECK
SEE STRUCT. NOTES
8" 16 GA. GEE PURLIN
ATTACH TO CLIP ANGLE
W/ (2) 1/2"m T14RU BOLTS
14
MATERIAL KEYING LEGEND
L
K
J
F
OWNERSHIP OF DOCUMENTS
This document and the Ideas and designs Incorporated herein, as an nstrumerrt of
professional service, are the property of GARY KNI644TON, P.E. and are not to
be used in whole or n pan, for any other project without the written authorization
of an authorized representative of GARY KNIGHTON, P.E. Unauthorized use
will be prosecuted to the fullest extent of the low.
Copyright O 1"1 by: GARY KNI&MON, PP
No. REVISIONS/ SUBMISSIONS Date D
G
a design build company
50 WEST 990 SOUTH, BRIGHAM CITY, UTAH 84302-878 (801) 734-6407
JOB NAME
FLYING J TRAVEL PLAZA
SAINT LUCIE , PLORIDA
DRAWIN6 TITLE B
FRAMING
DETAILS
SEAL DRAWN PRO-EGT NO.
rCN — B. MANGUM FJ95-035
CH1!CKED GAD Pile No.
WHITAKER 208_01
f.
REVIL°WDR
AWING RAWING NO.
TO A
DATE
/IIT' SEPT- 5, Iqq-7 S3w4
IS
5A NS' OTED QI Oi