HomeMy WebLinkAboutRMISC2020-0994 -PLANS(50' ROW)
WORTHINGTON DRIVE
C.M.
F.I.R. __
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Lot IA, Block 2
W.C. Lucas Addition
222 N. Lucas Drive,
GRAPHI iIC SCALE if 1" = 30'
E1 15, 30' 60
Vol. 388-30, Pg. 605 f I
Vol.388-30, Pg. 605 ,
P.R.T.C.T. I
6' utility
Easement ligh t
C.M. 2.5' pole
F.I. R. —,
power
ortu i° —a
pole;HU U
r"r to
I' 40. 7'
6' Utility_ °tit N /� ■
Easement 34.0 6.0' I>�IENCE I
\ N.
o I
Igas�G\ - b as Drive
stub to ro J
a i%� 24.4' 10.3' x r ■
water _T_._ —11
meter •
0 asphalt
x t., surface x
�.
t\ 115.4' I
o a�
111'�84
C.
N B G N NC0 '
)I.R.
45.4".,C.M. 0. 4• S890
N01 °2856F.I.R.
14rALL unw-Ens AtLlST +8E-
9.95' I pAfow -o
Lot 1B, Block 2
W.C. Lucas Addition
Lot 1, Block 1
Education
Addition No. 3
Cab. A, Slide 6226
P.R.T.C.T.
I P.R.T.C.T. I 6 utll. Esrn I.
I (388-301605) Note: CM's shown hereon are the basis for directional control.
I
I I PROPERTY DESCRIPTION: Being Lot 2A, Block 2, of W.C.
I Lucas Addition, an addition to the City of Grapevine, Tarrant
z 2.8' N89°00'06'E 247.83' S.I.R.
County, Texas according to the Plat thereof recorded in Cabinet A,
—.rtl _ 9NUM��:r��_� Jzo _ Slide 9750, of the Plat Records of Tarrant County, Texas.
0.4 _ 0.9
,
„ Date: 02-20-2020
ASC No. 2002.2733
Lot 2A I \ S / / I 1 , P.C. /Tech B.K. /C.M.
f
'.C. Lucas Addition (��/ l Client xandyPopiel
�ab. A, Slide 9750 / I ! 3t 1' ' G.F. No. NIA
P.R.T.C.T.
i _ Note: This survey was prepared
BUILDING i - y' \ without the benefit of a title
NOCONC. search, therefore no search of
I
p2 '` recorded easements was 222 N. Lucas Drive
T~ asphalt �+ performed on subject property. Grapevine, Texas
surface'A i I I \
6Easem en t LEGEND - C.M = Controlling Monument; F.I.R.= Found Iron Rod; F.I.P = Found Iron Pipe;
ry 46.8• F.C.P = Fence Comer Post. OHE�verhead Electric. S.I.R.= Set Iron Rods 1/2" diameter with
r<— * Cy I rthur Surveying Company". All found iron rods are 1/2" diameter unless
16.0• / *' * — fence/ post) OHU (overhead utility)
\ -' RELEASED FO ..
C49
M . 17. �• . idf e.iar. 'Wh t the properly described hereon is not within the 100-year
_ F.I.R. flood zone area according to the Federal Emergency Management Agency Flood Insurance Rate
iv I { Map unity -Panel No. 480598 0105 K, present Effective Date of map September 25, 2009,
N JI �/ SHEET: _ hsrei pr*perty situated win in Lone "X" (Dnsbaded).
S.I.R. y RELEASE DOES NOT .a_ _ ANY MA4k ems.,.
•••�' N57°�2 29" W �= WITH THE BUILDE'Na R�'rti OR.� lxxa t MO ,,
e undersigned does hereby certify that this survey was
S.I.R. this day made on the ground of the property legally
I0'00 "W 231.20' 19.3�' W APPROV ED P L sc , hmmn and , ce:re sc e
iJ 4� ^t e, lht are J !SIh IcL SC fep:JlCl&batI1CLS, Or
s' utility SOl °20`16"E �� ea=8l, n 1 n inflicts encroachments,
THE 10B S[1'E�oyvpPt sg'i r+pn4•,.nitisrrra, n mentsarnghtsofway
Easement p p t t i nave xen aovms o of exce t as shown hereon. The
Lot 1 R Block 1 ' 16.0 0 /� �yr bearings shown hereon are bas pon the above referenced ; Q •, t f
,J�C�'Lf�.><I r, /Y« f'u'rA4N Y I•�( I�► recdu_°imaporplatunl ted.
r,tLK,rtlRM"- �O �FcTR+C+�L W.C. Lucas Addition I Lot 5, Block" V6V N THOMAS WILLIAM MALIK
S'hFF N +r- ALL �-rwtEs • Cab. A, Slide 20� � W.C. Lucas �c�itanr�^tEs NOT :: e�A 5119 Pv
P.R.T.C.T. Vol. 388-1, P 81.. -NTS DR PU R <
P.R.T. CHANGES N1 EARREQUEP
I 220 Elm SL, # 200 - Lewisville, TX 75057
Ph. 972.221.9439 - TFRN# 10063800
arthursurveying.com Established 1986
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NOTE: SITE PREPARATION SHOULD
CONSIST OF REMOVING ALL EXISTING
FOUNDATIONS, PAVED AREAS AND
UNDESIRABLE MATERIALS. THE
EXPOSED SUBGRADE SHOULD BE
PROOF -ROLLED TO DETECT WEAK
AREAS WHICH SHOULD BE EXCAVATED,
PROCESSED AND RECOMPACTED WITH
SELECT FILL IN ACCORDANCE WITH 74�E
PROVISIONS IN GLOBE ENGINEERS, INC
GEOTECHNICAL REPORT NO. 20202
DATED 1/21/2020.
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BEk�•
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NOTE: ALL PERIMETER GRADE BEAMS
TO BEAR A MINIMUM DEPTH OF 18"
BELOW FINAL GRADE.
TREE TRUNKS AND ROOTS UNDER THE
FLOOR SLAB SHOULD BE REMOVED TO
A ROOT SIZE OF LESS THAN 0.5
INCHES. FILL AND COMPACT ANY
OVER -EXCAVATED AREAS IN LIFTS WITH
PROPER COMPACTION IN COMPLIANCE
WITH PROJECT GEOTECHNICAL REPORT.
54' -
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E OF GRAVE
P.4R4t t_EL i.✓ G A.SOc BEAMS 0
CONTRACTOR SHALL WATER PAD 72 HOURS
CONTINUOUS PRIOR TO CONSTRUCTION OF
FOUNDATION IN DRY SOIL CONDITIONS.
i
1 #4 MIN. 24" 4
SIMPSON THREADED ROD OR 102/27/2020
HOLDOWN SIMPSON SB/SSTB
OR ANCHOR BOLT
STHD SIMPSON RILL AND EPDXY W/
HOLDOWN SIMPSON STRONG -TIE
SET ADHESIVE.
(SYMBOL TYPE NOMINAL DI& „A„
THREADED ROD
SIMPSON HTT4, HTT5 OR 5/8" 6„
SIMPSON STHD10 N/A
H HDU5-SDS2.5 518" 7" Z
n J H HDU8-SDS2.5 7/8" 7" J w
a 6� p�
H HDUll-SDS2.5 1" 9" Z o O
CD I00
H HDU14-SDS2.5 1" 12" �• J.y
Q W I�
1. IF USING STHDIO OR STHD14 HOLDOWNS, Q K
CONTRACTOR SHALL PLACE HOLDOWNS AT Z U'
CONCRETE POUR STAGE PER MANUFACTURER W
SPECIFICATION.
v 2. SSW ANCHORING SHALL BE PLACED AT O
CONCRETE POUR STAGE. LL
3. SIMPSON PRODUCTS MAY BE SUBSTITUTED
WITH APPROVED EQUAL
y�Pt� OF It
•e ¢1
ERIC „L;,,.D,4VI,S „��86895a. :00 o
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�1 F'SCENS�• �2� �., m
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= Y
THE SEAL Agiwl�dffCONSTR
o� �gPEVINE g _ WQ
MA LUC "
NOTE: i
ICKNESS T = 4"
i4"PTH H = 7R" OF: dA0 O t
3•MMETIOESM IT'AUTHORIZE ANY %.r of. N =
00?*L&'Mdj%jft stTgDE OR ZONIN : 0 JD @A N1CP—:
W3 3 "�
,. DE NS TO BE '
2. DENOTES TW NN .ALL TI =-N =
3. DENOTES THREES I I LIS 10 HE 5TRESSED.rod N� N Zi
4.4 DENOTES FACTORY SE TED E i
5. A DENOTES CONCRE F� � BY:
6. �• DENOTES DIME€€N TION DIVIS10h . a 1 Y
8. DEN0143`8 NP I Il J U
2'-0". EASEMENTS OR
PUBLIC 1 H -1 AY
9. „L„ BARS
W ER�` E�T�a7
` I F-01
ENERALNOTES
1. ALL TENDONS SHALL BE FABRICATED FROM 1/2" DIAMETER, 270 KSI LOW RELAXATION STRANDS IN ACCORDANCE WITH
ASTM A416. TENDONS SHALL BE GREASED WITH A CORROSION INHIBITOR AND PROTECTED WITH A PLASTIC SHEATH.
2. STRAND LENGTHS SHALL BE THE RESPONSIBILITY OF THE SUPPLIER. -
3. CONCRETE SHALL BE NORMAL WEIGHT, TRANSIT MIXED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI SLAB STRAND "S" SLAB STRAND "S"
AT28 DAYS UNLESS INDICATED OTHERWISE. WHEN INDICATED WHEN INDICATED
4. CONCRETE SHALL BE IN ACCORDANCE WITH ACI-318 ACI-301 AND ASTM C94. TENDONS SHOULD BE STRESSED WITHIN * IN PLAN VIEW PLAN VIEW
7 TO 10 DAYS AFTER CONCRETE PLACEMENT.5. WATER CONTENT SHALL BE CONTROLLED AND MINIMIZED IN ACCORDANCE WITH ACIAS REFERENCED ABOVE.
6. ALL CONVENTIONAL REINFORCING BARS SHALL BE GRADE 601N ACCORDANCE WITH ASTM A615.7. WHERE REBAR IS USED FOR EXPOSED GRADE BEAMS OR TOP AND BOTTOM REINFORCING, PROVIDE MATCHING "L"
BARS WITH EACH LEG EQUAL TO 40 BAR DIAMETERS OR GRATER. CONCRETE CHAIRS4IN
CONCRETE CHAIRS
8. CONSTRUCTION JOINTS ARE PROHIBITED UNLESS INDICATED OTHERWISE. 4'-O" MAXIMUM
9. FOUNDATION SHALL BE PLACED MONOLITHICALLY TO AVOID "COLD JOINTS." I.E., PLACEMENT SHALL PROCEED FROM = = 4'-0" MAXIMUM
START TO FINISH IN A MONOLITHIC FASHION. WHERE COLD JOINTS ARE UNAVOIDABLE DUE TO DELAYS, CONTRACTOR O.C.E.W. O.C.E.W.
SHALL CONSOLIDATE CONCRETE BY VIBRATING THROUGH COLD JOINT BOUNDARY. IF LONG DELAY IS ANTICIPATED, ��•• DRAPED BEAM DRAPED BEAM
CONTRACTOR SHALL FORM BULKHEAD OR OTHERWISE CREATE A VERTICAL CONTROL SURFACE FOR INSERTION OF 04 STRANDS "BS" STRANDS BS"
DEFORMED DOWELS AT 1W O.C. IN SLAB AND (2) 95 DEFORMED DOWELS TOP AND BOTTOM OF BEAMS. DOWELS L
x SEE TYPICAL �¢ SEE TYPICAL
SHALL BE 18" LONG. BEAM SECTION
SITE PREPARATION NOTES BEAM SECTION
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR W it W -i
SHALL EXERCISE CAUTION DURING EXCAVATION TO AVOID DAMAGE TO UNDERGROUND UTILITIES. CONTRACTOR
SHALL INFORM UTILITY OWNERS IN ADVANCE TO ENABLE THEM TO IDENTIFY AND LOCATE, REROUTE OR TO MAIDS
OTHER ADJUSTMENTS IN ORDER FOR WORK TO PROCEED WITH MINIMAL DELAYS.
2. FOUNDATION EXCAVATION SHOULD BE PROPERLY MONITORED TO ENSURE UNDESIRABLE (LOOSE) MATERIALS ARE SECTION 1 SECTION 2
REMOVED.
3. EXPOSED SOILS SHOULD BE PROTECTED AGAINST RAIN AND EXCESSIVE DRYING. NTS NTS
4. SELECT FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL INVESTIGATION.
5. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATIONS IN
THE PROJECT GEOTECHNICAL INVESTIGATION. *ANCHOR SHALL BE
CONSTRUCTION NOTES
1. SITE GRADING AND DRAINAGE AROUND FOUNDATION SHALL BE MAINTAINED AT ALL TIMES IN SUCH A MANNER PLACED 5" BELOW LOWEST
THAT SURFACE OR GROUND WATER WILL NOT COLLECT AROUND FOUNDATION. ADEQUATE POSITIVE DRAINAGE EDGE OF CONCRETE
SLAB STRAND "S"
/! WHEN INDICATED
N PLAN VIEW
T
CONCRETE CHAIRS
4'-0' MAXIMUM
=
O.C.E.W.
DRAPED BEAM
STRANDS "BS"
=
SEE TYPICAL
g BEAM SECTION
W
SECTION 3
NTS
#4 BAR CONT IF RECESS ** REQUIRED WHEN SLAB STRAND "S"
IS GREATER THAN 6" MANDATORY CHAIR OVERALL BEAM WHEN INDICATED
4 BAR CONT. DEPTH EXCEEDS 36' * IN PLAN VIEW
SLAB STRAND "S° FOR DRDPS
WHEN INDICATED
IN PLAN VIEW GREATER THAN 4")
CONCRETE CHAIRS
12" MAX w 4'-0' MAXIMUM
-T D.C. E.W.
m "**"2-#4 BARS
= CONCRETE CHAIRS "**"#4 BAR VERT. CONT. MID DEPTH
4'-0" MAXIMUM D.C.RAPED BEAM
1'-0" 1'-0" ® 1
0 C.E.W. '-6" . z
BOTTOM OF SLAB °go ( SEEATYPICALS
W/O BEAM BEAM SECTION
- DRAPED BEAM ��fJ5 BARS Ex W (MAX DRAPE 30")
W STRANDS "BS" CONT.® 12"
SEE TYPICAL 12" O.C. #4 BARS
BEAM SECTION
#5 BARS CONT. 18" O.C.WHEN
SECTION 4 DEP DVERALL EXCEEDSBEA42M H
SECTION 5
ANCHOR TO BE
NTS
SHALL BE PROVIDED AND MAINTAINED SLOPING AWAY FROM FOUNDATION A MINIMUM OF 2-5% (1/4 - 518 IN/FT) SLAB STRAND "S" �' $LAB STRAND "$" SLAB STRAND "S" Z-,IIAI SLAB STRAND "S"
FORA MINIMUM DISTANCE OF 5'-0"FROM FOUNDATION EDGE. #4 CONT. WHEN INDICATED WHEN INDICATED WHEN INDICATED PLACED 5' BELOWWHEN INDICATED
2. FINAL GRADES SHALL HAVE POSITIVE DRAINAGE SLOPING AWAY FROM FOUNDATION. A MINIMUM OF S' 12" O.C.IN PLAN VIEW LOWEST EDGE OFIN PLAN VIEW
N PLAN VIEW IN PLAN VIEWCLEARANCE BETWEEN TOP OF SLAB AND/OR BRICK -LEDGE AND SOIL SURFACE SHALL BE MAINTAINED. SEE PLAN CONCRETE
3. BEAM TRENCHES SHALL BE CLEAN AND FREE OF LOOSE SOIL AND DEBRIS. BEAM BOTTOMS MUST BE FOUNDED INT- , - T �.
MINIMUM 12" UNDISTURBED SOIL OR PROPERLY COMPACTED FILL, UNLESS PIERS ARE SPECIFIED. BEAM TRENCH
BOTTOMS MAYBE ROUNDED BY TRENCH CUTTING DEVICE. AVERAGE BEAM WIDTH BELOW FOUNDATION SLAB �
MUST BE EQUAL TO OR GREATER THAN DESIGN BEAM WIDTH, "W", NOTED ON FOUNDATION PLAN. CONCRETE CHAIRS J4 CONCRETE CHAIRS o '- CONCRETE CHAIRS
4. AT CONTRACTORS OPTION, A SAND CUSHION OR THIN LAYER OF SELECT FILL MAY BE USED AS TOP LAYER FOR CONCRETE CHAIRS 4'-0" MAXIMUM g Z 4'-0" MAXIMUM
PAD. EXISTING SOILS MAY BE USED AS LONG AS THEY PRESENT NO HAZARD TO THE POLYETHYLENE VAPOR = 4'-0" MAXIMUM = a o
O.C.E.W. 4'-0" MAXIMUM = O.C.E.W. = m m O.C.E.W.
eARRIER O.C.E.W. 5 BARS ® m
5. A LAYER OF 6 MIL POLYETHYLENE WITH LAPPED JOINTS BETWEEN SAND/EXISTING MATERIAL AND SLAB SHALL BE # " #5 BARS
PROVIDED UNLESS INDICATED OTHERWISE. 2- 5 BARS CONT. DRAPED BEAM = 12 O.C.E.W.
# 12" O.C.E.W.
6. TENDONS AND REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT 4' MAXIMUM INTERVAL, AND TIED BEND AND EXTEND" L�l STRANDS ' BS" _ , - - _
L
aDRAPED BEAMAT ALL INTERSECTIONS TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. S-HOOKS MAY NOT BE USED � � 1'- 6" PAST EACH � `� SEE TYPICAL ' STRANDS ' BS" M - DRAPED BEAM
FOR TENDON TIES. _ W CORNER TOP & W BEAM SECTION VERIFY SEE TYPICAL SEE PLAN-- W STRANDS "BS"
7. CONCRETE SHALL BE VIBRATED TO ENSURE CONSOLIDATION AROUND TENDON ANCHORAGES. BOTTOM OF BEAM. BEAM SECTION SEE TYPICAL
S. SLAB STRAND LOCATIONS MAYBE PLACED WITHIN W OF PLAN LOCATION TO MAINTAIN PROPER CLEARANCE.
9. WHERE DISCREPANCIES BETWEEN FOUNDATION DIMENSIONS AND ARCHITECTURAL PLANS ARE NOTED,ARCHITECTURAL PLANS SHALL CONTROL.
10. COORDINATE STRUCTURALDRAWINGS WITH ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, DROPS, INSERTS, SECTION 6 SECTION 7
SLOPES, BRICK -LEDGES AND RELATED ITEMS.
11. IF SOLID ROCK IS ENCOUNTERED DURING TRENCHING OF BEAMS, BEAM DEPTH MAY BE REDUCED, BUT MUST NTS NTS
MAINTAIN A MINIMUM OF 12" SOIL COVER UPON FINAL GRADE.
12. PLUMBING LINES SHALL NOT BE LOCATED INSIDE BEAMS, EXCEPT AT OR NEAR PERPENDICULAR CONFIGURATION
TO BEAMS.
13. SAND OR GRAVEL BEDDING MATERIAL FOR UTILITIES SHALL NOT BE USED WITHIN 5' OF FOUNDATION EDGE. A
CLAY PLUG SHALL BE PROVIDED TO PREVENT WATER INFILTRATION UNDER SLAB.
14. WATER CUTOFF VALVES AND PIPE TRANSITIONS SHALL NOT BE INSTALLED WITH 5' OF FOUNDATION EDGE.
15. IRRIGATION SYSTEMS SHALL NOT SPRAY DIRECTLY ON FOUNDATION.
16. SIDEWALKS AND DRIVES SHALL BE GRADED TB SLOPE AWAY FROM FOUNDATION TO ELIMINATE AND PREVENT
4 BARS
PONDING OF WATER.
ONTINUOUS
17. TREES AND SHRUBS SHALL NOT BE LOCATED CLOSER TO FOUNDATION THAN A HORIZONTAL DISTANCE EQUAL TB
LOCATE ANCHOR
- #4 BARS
ROUGHLY ONE - HALF OF TREE OR SHRUBS MATURE HEIGHT WITHOUT INSTALLATION OF PIERS OR ROOT
2 FROM BACK
(®4� 1'-6" O.C.
BARRIER. IF IMPRACTICAL, A DEEPENED EXTERIOR BEAM SHALL BE PROVIDED A MINIMUM DEPTH OF 48' BELOW
F
X ,
"S"
GRADE, FOR A PERPENDICULAR DISTANCE EQUAL TO ROUGHLY ONE HALF OF TREE OR SHRUBS MATURE HEIGHT.
18. LANDSCAPING SHALL NOT AFFECT FINAL GRADE. EXCAVATION OF SOILS ADJACENT TO FOUNDATION FOR
OF BEAM. 'F
v
_ %
SLAB STRAND
WHEN INDICATED
LANDSCAPE EDGING SHALL NOT BE USED.
PURPOSE OF LANDSCAPING ARE PROHIBITED. LANDSCAPING SHALL BE PLACED ON TOP OF FINAL GRADE. SOLIDLl�"MAX
I
- N
-
IN PLAN VIEW
STRESSING NOTES
1. EACH STRAND DURING STRESSING OPERATIONS SHALL BE INITIALLY STRESSED TO 33.0 KIPS AND SEATED AT 28.9 KIPS.
LIMITATIONS
CONCRETE CHAIRS
CONC
1. A PRE -POUR INSPECTION IS REQUIRED BY THE ENGINEER OF RECORD. THE ENGINEER IS ALSO AVAILABLE FOR
PLACEMENT AND TENDON STRESSING OPERATIONS.
x MAXIMUM
�=O.C.E.W.
2. THE ENGINEER WILL RELY ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT PROVIDED FOR THE
SPECIFIC TRACT OF LAND PROPOSED STRUCTURE IS TO BE CONSTRUCTED. THE ENGINEER DOES NOT ASSUME OR
^��DRAPED BEAM
TAKE ANY RESPONSIBILITY WHATSOEVER FOR THE ACCURACY OF SAID SOILS REPORT, OR ANY INFORMATION
\-2-#3 BARS
�+ STRANDS ' BS"
CONTAINED THEREIN WHICH THE ENGINEER MAY HAVE RELIED UPON TO DESIGN THE FOUNDATION FOR THE
VERTICAL
- SEE TYPICAL
PROPOSED STRUCTURE. IF THE CLIENT PROVIDED GEOTECHNICAL REPORT DOES NOT FOLLOW GUIDELINES OF
W
W _� BEAM SECTION
THE POST- TENSIONING INSTITUTE, THE ENGINEER MAY SUBSTITUTE USABLE DESIGN INFORMATION DERIVED 6
FROM RAW SOILS DATA OBTAINED FROM SAID GEOTECHNICAL REPORT.
3. FOR FOUNDATION TO PERFORM AS DESIGNED, OWNER MUST ENSURE THAT SOIL MOISTURE CONTENT IS MAINTAINED AT A CONSTANT LEVEL SURROUNDING FOUNDATION AT ALL TIMES. DO NOT ALLOW SOIL TO DRY OUT SECTION 1 1 SECTION 12
TO A POINT WHERE SOIL CRACKS OR PULLS AWAY FROM FOUNDATION.
4. BUILDER ACKNOWLEDGES IMPORTANCE OF FOUNDATION MOISTURE MAINTENANCE AND TRANSMITS TO OWNER, NTS NTS WITH OWNER'S RECEIPT ACKNOWLEDGED. SLAB STRAND "S"
BEAM CABLE NOTE LIVE OR DEAD END
1. BEAM STRANDS (BS) SHALL BE TIED TOGETHER AS IF THEY ARE ONE STRAND. ANCHORS OF BEAM STRANDS SLAB STRAND 1 1 /2" TYPICAL
(BS) SHALL BE PLACED SIDE BY SIDE DIRECTLY UNDERNEATH THE SLAB STRAND (S)
2. SLAB STRANDS AND BEAM STRANDS SHALL MAINTAIN A MINIMUM OF S" CLEARANCE FROM THE LOWEST EDGE -
FROM THE TOP OF THE SLAB TO THE CENTER OF THE ANCHOR. SLAB STRANDS AND BEAM STRANDS SHALL
MAINTAIN A MINIMUM OF 3' CLEARANCE. K)
THIS POST-TENSTION CABLE FOUNDATION
POST-TENSTION
DESIGN IS APPLICABLE TO THE SPECIFIC
CABLES ARE TO
PROJECT AND LOCATION LISTED ON THIS
BE SUPPLIED BY
SHEET. USE OF THIS DRAWING FOR OTHER
A PTI CERTIFIED
PROJECTS AND/OR LOCATIONS IS PROHIBITED.
PLANT.
LIVE OR DEAD END �r� 6'T ALIVE OR DEAD END
BEAM STRAND BEAM STRAND
(IF DOUBLE
BEAM STRAND)
EXTERIOR BEAM
� W �
STRAND END LAY -OUT
NTS
SECTION 8
NTS
BEAM SECTION
SECTION 9
NTS
2-#4 BARS
SLAB STRAND "S" TOP CONT.
WHEN INDICATED #4 BARS
N P VIEW '-4" O.C. 3 -0"
7'��@77
NTS
SLAB STRAND "S"
WHEN INDICATED
IN PLAN VIEW
T
CONCRETE CHAIRS
4'-0" MAXIMUM
O.C.E.W.
-
#4 BARS 0
_ x
1'-4" O.C. HORIZ.
DRAPED BEAM 44 BARS 0
�
STRANDS "BS" 12" O.C. VERT.
SEE TYPICAL
BEAM SECTION
(MAX DRAPE 30")
J4 BARS 0
'12" O.C. VERT.
C12PENETRATION
INTO UNDISTURBED SOILS (MIN)
SECTION 10
NTS
102/27/20201
J
W
co
zLU
o a
O W
I- W9
Z LU
O
LL
CONCRETE CHAIRS ¢ ROUGHEN & CLEAN. APPLY
4'-0' MAXIMUM r DRAPED BEAM SIKATOP-ARMATEC 110 a1J`j
O.C.E.W. / STRANDS "BS" = f SEE TYPICAL BEAM SECTION / OR CORR-BOND EPDXY SEE TYPICAL I FOR CABLE PLACEMENT BEAM SECTION PER MFG. INSTRUCTIONS
I 1
#4 BARS I� z N
® 12" O.C.E.W. = I � � s o
I
O
st:
#4 BAR 6 $ Y o m W N
CONTINUOUS SLAB STRAND "S" i z m m in
WHEN INDICATED m c
N PLAN VIEWI�4CITY OF GRAPEVINE; ' 3La W
"#5 BARS
BOTTOM CONT.
SECTION 13
=
6 -0
I e
#3 BAR STAKES TO
MAINTAIN 3" BEAM
STRAND CLEARANCE.
1� DRAPED BEAM
STRANDS "BS"
DRILL & SET W/ 10 v <
EPDXY #5 DEFORMED g%4;6S�D FOR CONSTRQ -
DOWELS ® 12 O.C. S 1 v
TOP & BOTTOM
SHEEM OF: W _
_ DOES NOT AUTHORIZE AN
_D, . E BUILDING CODE OR ZOt if IG RRlk!Im
1' J J J 0
D 4 NSTOBE 0
•. 86� �` B S AT ALL TI4 Li
I�tox,cENS G NdN a aj
IL
THE SEAL MPf1WM✓IEF ON THIS 001111OT wm DIVISI(ll isAi �
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RELEAs D E )W202vp P E.` & . CONS' P .K."4 My I' 0
GENERALWWM-WALB§&WdNi{'
TYPICAL BEAM SECTION o4dI�.P��fv BLE N.T.S.
NTS FOUNDATIONS IF-02
NTS
ENERAL NOTES
-16" TYP_ - 16" -v16" TYP. i 2 x 4 STUDS MIN.
CONTINUOUS STRUCTURAL SHEATHING ON ONE FACE
AND GABLE WALLS WHEN APPLICABLE OSB SHALL BE
NAILED WITH 8d NAILS @ 6" O.C. AT PANEL EDGES,
12" O.C. AT INTERIOR SUPPORTS.
SECTION DETAIL
1 N.T.S. -
DOUBLE TOP PLATE / TYP. 2X4 STUD
li ii it
1-1/2" MIN. BLOCKING
PANEL BLOCKING DETAIL
SCALE: NTS
SIMPSON H2.5A TIE
LOCATED EVERY
OTHER RAFTER
14,
NAIL INTO BOTH TOP PLATES
RAFTER TO TOP PLATE DETAIL
SCALENTS
ti t,
..y
b✓
CONTINUOUS SHEATHING ACROSS TOP '
AND BOTTOM PLATES. SPACING AS
REQUIRED FOR SHEAR WALL PANEL EDGES,
OR PROVIDE SIMPSON CS16 STRAPS T MIN.
LENGTH AT 48" O.C. ATTACHED TO STUDS
BOTH FLOORS
PANEL CONNECTION DETAIL
AT FIRST & SECOND_ FLOORS
SCALE:
iC—NTS----- -----
AL
•
MIN. 7/16" OSB SHEATHING
ON EXTERIOR FACE NAILED
WITH 8d NAILS @ 6" D.C.
AT PANEL EDGES, 12" O.C.
.
AT INTERIOR SUPPORTS
•
FOR PANEL SPLICE (IF NEEDED)
•
ADJOINING PANEL EDGES SHALL
MEET OVER AND BE FASTENED
1
TO COMMON FRAMING.
HTT5 OR STHD10
I
I�
MINIMUM REINFORCING OF
FOUNDATION, ONE 94 BAR
TOP AND BOTTOM OF FOOTING.
REINFORCING SHALL BE LAPPED
15 INCHES.
r MINIMUM FOOTING SIZE UNDER
/ OPENINGS 12"xl2". A TURNED -DOWN
SLAB SHALL BE PERMITTED AT DOOR
/ OPENINGS. REINFORCING SHALL BE
AS SHOWN ABOVE
SECTION DETAIL (EXTERIOR ELEVATION)
2� NT.S
• HTT5 OR STHD10 S � VARIES 18" -> VARIE2 x 4 STUDS
HTT5 OR STHD10
HOLDOWN ANCHOR
TYPICAL (ONE STORY) 2'-8" TO 4'-0" LENGTH 7/16" OSB STRUCTURAL
WOOD SHEATHING ON ONE FACE WITH A MAXIMUM HEIGHT OF 10'.
NAILED PER 2000, 2003 , 2006, 2009 & 2012 IRC TABLE R602.3(1) AND
BLOCKED AT ALL EDGES. TWO ANCHOR BOLTS OR 3" PINS AND
WASHERS SET BY POWDER ACTUATED TOOL SHALL BE INSTALLED
AT QUARTER POINTS AS SHOWN,
2 SECTION DETAIL (PLAN VIEW)
N T.S.
BCS2-2/4
BC52-3/6
COLUMN HEIGHT FROM
III 8' TO 12' REQUIRES A
MINIMUM EQUIVALENT
OF 4"X4" LUMBER
COLUMN HEIGHT FROM
12'-1" TO 20' R EQ U I R ES
A MINIMUM EQUIVALENT
OF 6"X5" LUMBER
I
5/8" NUT BASE PLATE
ABU44 OR AB44
WASHER \` - ABU66 OR AB66
EXISTING
FOUNDATION '5/8"ANCHOR BOLT
EMBEDDED 6" INTO
FOUNDATION. EPDXY
ALL THREAD, WEDGE -ALL
OR TITEN HD
STANDARD_ COLUMN DETAIL_
SCALE NTS
INSTALL CONTINUOUS 1 %4"
WOOD OR APPROVED METAL
STRAPPING AT MIN 45 TO MAX
60 DEGREES WITH TWO BD NAILS
AT EACH STUD, TOP AND BOTTOM
PLATES.
MAX STUD SPACING TO BE 16" O.C.
I- NOTE: FOR EXTERIOR SHEAR WALL
ANCHORING SEE GENERAL NOTE (5).
I
INTERIOR SEE GENERAL
NOTE (9) OR MIN. 2 z' POWDER
1X4 LET -IN BRACING DETAIL ACTUATED PINS AND WASHERS
SCALE: NTS @ 12" O.C.
STRUCTURAL SHEATHING
IS CONSIDERED ONE OF THE FOLLOWING:I
• MIN 7/16" OSB
• RED THERMOPLY
BLUE THERMOPLY
• ZIP SYSTEM R-SHEATHING TYPE 3 -
1. REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES AND
DIMENSIONS.
2 ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHING SHALL BE
NAILED IN ACCORDANCE WITH THE 2000. 2003, 2006, 2009 & 2012 IRC TABLE
R602.3(1), UNLESS OTHERWISE NOTED.
3 SHEAR WALL SEGMENTS SHALL BE CONTINUOUS FROM THE MUDSLIDE
THROUGH THE DOUBLE TOP PLATE.
4. BRACE WALLS LESS THAN TIN WIDTH DO NOT REQUIRE BOLTS &
WASHERS BETWEEN THE 2 INSTALLED HOLD DOWN STRAPS
(HTT5/STHD10). PROVIDE 1-ANCHOR BOLT C/L OR 2-3" PINS AND WASHERS
(SET @ 113 POINTS BY A POWDER ACTUATED TOOL) FOR BRACED WALLS
FROM 2' TO 2'-8" OVERALL LENGTH.
5. MUDSILL AT ALL EXTERIOR WALLS SHALL BE ANCHORED TO THE
FOUNDATION SLAB WITH 1/2" ANCHOR BOLTS EMBEDDED 7" INTO THE SLAB
AND SPACED 6'-0" O.C. MAX. OR SIMPSON STRONG -TIE MASA MUDSILL
ANCHORS @ 6'-0" O.C..
6. WHERE RAFTERS MEET THE TOP PLATE OF EXTERIOR WALLS, INSTALL
SIMPSON STRONG -TIE H2.5 ANCHORS AT EVERY OTHER RAFTER. ANCHORS
WITH 445 LB. CAPACITY OR GREATER MAY BE USED AS AN ALTERNATE.
7. ALL INTERIOR WALLS TO BE 1/2" SHEETROCK NAILED PER TABLE R702.3.5
OF THE 2000, 2003, 2006. 2009 & 2012 IRC.
8. LET -IN BRACING MAY BE SUBSTITUTED WITH 4X8 STRUCTURAL SHEATHING
(RED T-PLY OR OSB) FROM TOP TO BOTTOM PLATE OR CS16 X-BRACING
9 ALL INTERIOR BRACED WALLS MUST BE ANCHORED TO THE FOUNDATION
USING SIMPSON TITEN HD 1/2" ANCHOR BOLTS OR APPROVED EQUAL.
9A. INSTALL TITEN HD ANCHOR BOLTS AT MAXIMUM SIX FEET ON
CENTER, WITH MINIMUM 2-314" EMBEDMENT INTO FOUNDATION.
9.2. MINIMUM TWO BOLTS PER BRACED WALL SECTION, WITH ONE
BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVEN BOLT
DIAMETERS FROM EACH END OF BRACED WALL SECTION.
NOTE: SIMPSON STHD10 li NOTE: ALL SIMPSON PRODUCTS
OR HTT5 CAN BE MAY BE SUBSTITUTED WITH
ROTATED 90° APPROVED EQUAL
EXTENT OF HEADER (DOUBLE PORTAL FRAME)
EXTENT OF HEADER (SINGLE PORTAL FRAME)
'jam I
• •:: MIN. 3"x11.25" NET HEADER
--- "- 6't018' _
I ^.
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16d SINKER NAILS @ 3" O.C. TYP
MSTC28 ON INTERIOR OF WALL —
MIN. 7116" OSB SHEATHING
ON EXTERIOR FACE NAILED
C7 WITH 8d NAILS @ 3" O.C. MIN DBL STUDS
w
_ ONE STORY: MIN WIDTH=16"
FIRST OF TWO STORY: MIN WIDTH = 24" OR
• MIN WIDTH = 16" WITH FULL STRUCTURAL
.;. SHEATHING AT INTERIOR WALL
r— DIRECTION OF STRENGTH AXIS
PROVIDE SIMPSON HTT5 HOLD DOWNS
j WITH 5/8" ATR ANCHORS SET WITH
EPDXY AND 6" MIN. EMBEDMENT
I• •I OR SIMPSON STHD10 INSTALLED PER
• MANUFACTURER'S RECOMMENDATIONS.
/4 PORTAL FRAME (SINGLE AND DOUBLE)
`
\N.T.S. - - — -- -
;
FOR PANEL SPLICE
'•
(IF NEEDED), PANEL
EDGES SHALL BE
•
I•i•
BLOCKED, AND
OCCUR WITHIN
L'.
•
•i
24" OF MID -HEIGHT.
'
ONE ROW OF TYP.
SHEATHING -TO -
FRAMING NAILING
I•'
IS REQ. IF 2x
BLOCKING ING IS
103/03...- 20201
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RAPEVINE M ILD JOB N0: DIF20-0047
RAWN BY: AGI
T: 1/A NIA CHECKED BY: ELD
CL
CITY: GRAPEVINE, IC
ROOF FRAMING R . DAVIS ENGINEERING INC.
ENGINEERED F011-
120 East Main Street
Forney, Texas 75126
RANDY POPIEL 972/584-0592 Fax 972/564-6523
E—Mall
�
OTES:
1) ALL DOOR, WINDOW, AND OPENING HEADERS TO BE 7/ 1 G" 05B BETWEEN DOUBLE
2X6 #2 5YP, U.N.O. ALL HEADERS SUPPORTING FLOOR LOAD TO BE 7/16" 0513
BETWEEN DOUBLE 2X12 #2 5YP, U.N.O.
2) ALL J015T TERMINATION INTO HEADERS OR 5EAM5 WHERE J015T HAVE CLEAR
SPANS OVER 4' ARE TO BE ATTACHED WITH APPROPRIATE SIZE J015T HANGER PER THE
2000, 2003 8 2006 [PC 4 IBC
3) ALL HANGERS 5HALL BE NAILED PER MANUFACTURER'S RECOMMENDATIONS.
4) ALL HEADERS / BEAMS SHALL HAVE THE APPROPRIATE NUMBER OF JACK STUDS
PER THE 2000, 2003 S 2000 (PC d IBC
5) AILL CEILING AND FLOOR JOIT5 5HALL BE #2 5YP U.U.O.. ALL CEILING JOISTS ARE
2X6 #2 5YP AT 24" O.C., U.N.O. ALL FLOOR JOISTS ARE 2X 12 #2 SYP AT 24" O.C.,
U.N.O.
6) DOUBLE J015T5 BENEATH ALL PARALLEL SECOND FLOOR NON13EAPING WALLS. T1I5
RULE SHALL APPLY TO SAWN LUMBER AND ENGINEERED WOOD LAYOUTS, U.N.O.
7) PROVIDE BLOCKING BETWEEN ALL JOISTS BENEATH PERPENDICULAR SECOND
FLOOR WALLS.
8) LIMITED ATTIC STORAGE 15 NOT PERMITTED UNLESS LABELED "APPROVED LA5".
9) JOISTS AT VAULTED CEILINGS SHALL BEAR ON TOP PLATES OR BE
TIED-TO-RAFTER5. FALSE FRAMING 15 PERMITTED TO CREATE VAULTS.
10) ALL BEAMS SHALL BE SUPPORTED BY THE MINIMUM NUMBER OF WALL STUD
LAMINATIONS USED TO ACHIEVE SUPPORT FOR THE ENTIRE WIDTH OF BEAM U.N.O.
ATTACH LAMINATIONS WITH I OD NAILS @ (;" O.C.
1 1) AS A MINIMUM, LVL BEAMS SHALL HAVE E= 1 .9EG P51.,U.N.O.
1 2) FOR TOP PLATE HEIGHTS EQUAL TO OR LE55 THAN 1 2'-0" PROVIDE 2X4
CONTINUOUS STUDS @ I G" O.C. FOR TOP PLATE HEIGHTS ABOVE 1 2'-0" TO 1 7"-0",
PROVIDE 2X6 CONTINUOUS STUDS @ 10' O.0
UPL = UNDER POINT LOAD
UWA = UNDER WALL ABOVE
T.T.R.= TIED TO RAFTERS
LAS = LIMITED ATTIC STORAGE
NOTE:
PROVIDE 2XG @ I G" O.C. WALL STUDS
SUPPORTING TWO FLOORS AND ROOF WITH MAX.
I O' PLATE HEIGHT IN ACCORDANCE WITH TABLE
RG02.3.5 OF 2000, 2003 $ 2000 I.R.C.
BUILT UP COLUMN DETAIL
(�SGL 2x4 STUD
D15L 2x6 #2 5YP
SGL 2x4 STUD
DETAIL AA
J REVISIONS CODE
1/It 03/06/20 UPDA`E TO INCLUDE LAS IN nR.a; :: N'6 U
I
I
I
(2) 2x8xT #2 5YP_ (2) 2x8x7'#2 5YP �2_'_
f j - - I t — — —�) 2x l�x 1 G' SYry_
a (2) 2 8x5'-k 5YP I I _ _ 1 _L
DBL CLG J015T .",".i (3) 2x 2x 4' #2 SYP I N
(2) 1-3/4"11 4N2�' 2.01[ LVL
(2) 2x 12x 4' #2 5YP tl I aD m U
— — (2) I -3/4"x 4"x l 7' 2.OE LVL _! y _ - I2) 2x lxT #2__ YP
— L
BUILT-UP COLUMN:
(3) 2x6 #2 5YP .... ...... ..- ........ ..................
(2) 2x 12x 1442 #2 5YP - - - _ - - 0
_ >—�_ _ f
U}i
N —
_- m—
(2) 2x 12x 14' #2 5YP — — — — — — — - —
REFER TO BUILT U— — — — — — — — — �
P ........ .. .. ... ....
COLUMN DETAI.'.R "" — —
(2) 2x8x6' #2 5YP N
_.- I
-- - -- -'= -- -- x
k2) 2x�x8' #1 SYP f (2) 2x 2 #2 5YP
TWO STORY VOLUME N
N
a! Y
2xb 24" O.C. m
„ N s c�
(2) 2%8 #2 5YP
-- -- — _-- I(2) 2x11 2x8' Vk2 SY
(2) 2x 12x7#2 5YP (2)
_ o
RE�ER TU BUILT UP
ICOLUfeN DETAIL
f I R5T FLOOR
(2) 2x 12x 10' #2 5YP
CITY OF GRAPEVINE
RELEASED FOR CONSTRk
SHEET:
RELEASE
CONFLICT WITH
IICA'
DATE:
102/04/2020 1
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RELEASESIN T A &NS- "V
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ALL C� �� 1
3/6/2020 ; S-01
OTE: MINIMUM DECKING MATERIAL 15 TO BE 7/10 055 (APA APPROVED) OR
/2" CDX PLYWOOD. FOR RAFTER IN CENTERS GREATER THAN 1 2", A SIMPSON
(OR EQUAL) PLY CLIP MUST BE PLACED IN CENTER SPAN OF EACH,
PERPENDICULAR RAFTER SUPPORT AT EDGE BUTT JOINT OF ROOF DECKING. IF
50LID WOOD BRACING 15 USED UNDER BUTT JOINTS. THE REQUIREMENTS OF
PLY CLIP ID NEGATED.
RECOMMENDED PANEL SHEATHING CLIPS:
7/ 1 0055------------SIMPSON (OR EQUAL) PSCL 7/ 1 C
1 /2" CDXPLYWOOD---5IMP5ON (OR EQUAL) P5CL 112
DECKING NAILING REQUIREMENTS TO MEET 90 r5f UPLIFT RESISTANCE:
SHEATHING INSTALLED PERPENDICULAR TO SUPPORTS MUST BE NAILED WITH
8,1 (OR EQUIVALENT) NAILS AT G" O.G. MAX AT BOTH ENDS AND 1 2" O.C. AT
INTERIOR SUPPORTS.
RAFTER SPAN CHART PER
2000, 2003 . 2000 a 2009 [PC d IBC
RAFTER SPANS -(CEILING ATTACHED-5YP #2 GRADE)
1 2" O.C. I G" O.C. 24" O.C.
2XG
15'-9"
14'-1 "
1 2'-3"
2X8
20'-5"
18'-G"
1 5'-10"
RAFTER 5PAN5--(CEILING NOT ATTACHED-YP #2 GRADE)
122=6"
119'-5"
II51-10"
2X8
THRUST RESISTANCE BRACING FOR RIDGE BEAMS
RIDGE BEAM CLEAR SPAN BETWEEN SUPPORTS
2" X 8"
8'
2")( 10"
10'
2" X 1 2"
1 2'
2-2 X 1 2"
1 G'
1-3/4" X 14" MICROLAM
20'
IF THE ABOVE CONDITIONS ARE MET, THE REQUIREMENT5 FOR
THRUST CLIPS OR HORIZONTAL BRACING OF THE EXTERIOR WALLS
WHERE CEILING JOISTS ARE PERPENDICULAR TO ROOF RAFTER5 CAN
BE ELIMINATED.
NOTES:
I . REFERENCE ARCHITECTURAL DRAWINGS FOR STUD SIZES.
2. RAFTERS AND PLATES SHALL BE #2 S.Y.P. STUDS MAY BE EITHER #2
S.Y.P. OR SPF FINGER -JOINT
3. ALL RAFTERS/LEDGERS, STUDS, HEADERS AND SHEATHING SHALL BE
NAILED IN ACCORDANCE WITH THE 2000, 2003 * 200G IKC �- IBC.
4. RAFTERS OR PURLIN BRACE OVER 8' IN LENGTH MUST BE DOUBLED OR
T-BACK FOR REINFORCEMENT.
5. ALL RAFTERS ARE 2XG SYP # 2 @ 24" O.C. UNLESS OTHERWISE NOTED.
ALL HIP, RIDGE AND VALLEY RAFTERS ARE 2X8 SW # 2 AND SHALL NOT
BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER. UNLESS
OTHERWISE NOTED. SPLICE IN MEMBER TO BE SUPPORTED BY STRUT
BRACE OR BEAM.
G. 2X8 RIDGE BEAM SHALL HAVE MINIMUM 2X4 BRACING @ 8' O.C. NOT
LESS THAN 45 DEGREES.
7. PURLINS, (RAFTER BRACES) MUST BE AT OR ABOVE A 45' ANGLE
REFERENCED FROM THE HORIZONTAL PLANE AT WHICH THE PURLIN 15 TO
BE FA5TENED TO A BEAM OR TOP PLATE OF A WALL.
8. CONDITIONS OF RAFTER/TOP PLATE INTERSECTION:
A) INSTALL SIMPSON H2.5 EVERY OTHER RAFTER/TOP PLATE
INTERSECTION WHERE FLOOR/CEILING JOISTS RUN PERPENDICULAR
TO RAFTERS.
B) INSTALL 5IMP50N H2.5 EVERY OTHER RAFTER/TOP PLATE
INTERSECTION ON BOTH INSIDE AND OUT5IDE OF TOP PLATE
WHERE FLOOR/CEILING JOISTS RUN PARALLEL TO RAFTERS. THRUST
RESISTANCE BRACING OF RIDGES MAY SUPERSEDE THIS REQUIREMENT
9. ALL HIP, VALLEY, AND RIDGE RAFTERS SHALL BE THE NEXT LARGER
NOMINAL SIZE OF LUMBER IN REFERENCE TO COMMON OR JACK RAFTER
SIZE.
10. VALLEY OR HIP RAFTERS IN PAN CEILINGS MAY BE RIPPED TO THE SAME
DEPTH AS THE END CUT DEPTH OF COMMON OR JACK INTERSECTING
RAFTERS.
1 1. ALIGN JACK RAFTERS TO BE WITHIN 1 1/2" OF OPPOSING RAFTERS.
12. BLOCK FLOATING BEAMS @ 2'-0" TO ADJACENT FRAMING. ATTACH
BLOCKING TO TOP G" OF FLOATING BEAM.
NAILING REQUIREMENTS FOR MULTIPLE PLY BEAMS
G" DEPTH
2 ROWS OF 12D NAILS @ 1 2" O.C.
(EACH LAMINATION LAYER)
8" DEPTH
2 ROWS OF 1 2D NAILS @ 1 2" O.C.
(EACH LAMINATION LAYER)
10" DEPTH
3 ROWS OF 1 2D NAILS @ 1 2" O.G.
(EACH LAMINATION LAYER)
1 2" DEPTH
3 ROWS OF 1 2D NAILS @ 1 2" O.C.
(EACH LAMINATION LAYER)
14" DEPTH
4 ROWS OF 1 2D NAILS @ 1 2" O.C.
(EACH LAMINATION LAYER)
I G" DEPTH
4 ROW5 OF 1 2D NAILS @ 1 2" O.C.
(EACH LAMINATION LAYER)
18" DEPTH
5 ROWS OF 1 2D NAILS @ 1 2' O.C.
(EACH LAMINATION LAYER)
NOTE: IF 0515 IS BETWEEN LAMINATIONS, THEN I GD NAILS
MUST BE USED
ROOF BRACING, TYP.
FLOATING BEAM PERK 2X6 RAFTER, TYP.
PLAN, TYP. -
2XG RAFTER, TYP.F CEILING JOIST
FLOATING BEAM r
BLOCKING, TYP. - CEILING J015T BLOCKING
NAILER, TYP.
TOP OF PLATE TOP OF PLATE
2 X 4'5, TYP
TIE TO RAFTERS
FLOATING BEAM DETAIL
N.T.5.
2XG RAFTER, TYP.
CEILING J015T
2XG RAFTER, TYP. ^�
CEILING J015T BLOCKING
TOP OF PLATE TOP OF PLATE
� I
2 X 45, TYP.
TIE TO RAFTERS
CEILING JOISTS DETAIL
N.T.S.
FLOATING BEAM PER
PLAN, TYP. —
CEILING J0157 PER PLAN, TYP
BRICK LINTEL SCHEDULE
CLEAR SPAN SUPPORT ONl STEEL ANGLE
2xG ROOF RAFTER ON EITHER
SIDE OF DBL. CEILING J015T a
EACH END
JACK RAFTERS
2-2x4 TOP PLATE —~
5' or Less 3" 3- 1 /2"x3-1 /2"x 114"
4-&4's - -
T-0" C" 4"x3- 1 /2"x5/ I C"
--81-01,
C. 5"x3-1 /2"x5/ 1 G"
9'-0.' 8" 5'X3=1I /2"x3i8"
RAFTER TIE DETAI L
—
-_---.g__._ x3-1 /2"X3/y
BC52-2m N.T.5.
G'-O" -1 2. --*5`x4"x 1 /2� --
BC52-3/G
" Indicates reaulrement for holes In vertical leg @
I G" O.C. for 3-I/2" lag bolts (loosely secured to
COLUMN HEIGHT FROM 8' TO 1 2'
header/beam to prevent rotation -
REQUIRES A MINIMUM EQUIVALENT OF
51MP50N HANGERS LISTING
H2.5A
HURRICANE TIE UPLIFTfrMRU5T
H5A
HURRICANE TIE UPLIFT/THRU5T
C51 G
STRAP BRACING TIE-DOWN/X-BRACING
HTT I G
SHEARWALL HOLDOWN CONNECTORS-5/8"BOLT/ 18-1 GD NAILS
5THD 10
SHEARWALL HOLDOWN CONNECTORS -EMBEDDED IN CONCRETE
U2G
SINGLE 2XG t. 2X8 J015T HANGER G- I OD HDR/4- I OD X I -1 /2" JO15T
U2G-2
DOUBLE 2XG 6 2X8 J015T HANGER G- I OD HDR/4- I OD J015T
U2 10
SINGLE 2X 10 * 2X 12 J015T HANGER 10- I OD HDR/G- I OD X 1-1 /2" J015T
U2 10-2
DOUBLE 2X 10 k 2X 12 JOIST HANGER 14-1 OD HDR/G- ICE) J015T
U2 10-3
TRIPLE 2X 10 B 2X 12 JOIST HANGER 1 4-1 OD HDR/G- I OD J015T
HHU52 10-4
QUAD 2X 10 t. 2X 12 JOIST HANGER 30-1 GD MDR/ 10-1 GD J015T
L530
2X4 ADJUSTABLE GUSSET ANGLE BRACE O°-135*
L550
2XG ADJUSTABLE GUSSET ANGLE BRACE O°-1 35°
L570
2X8 ADJUSTABLE GUSSET ANGLE BRACE 0"-1 35°
L590
2X 10 b 12 ADJUSTABLE GUSSET ANGLE BRACE 0°- 135°
HHU5410
3-112X 1 1 114 STRUCTURAL COMPOSITE LUMBER HANGERS
30-1 GD MDR/ 10-1 GD J015T UP TO 18"
HHU55.50/10
5-1/4X1 1 114 STRUCTURAL COMP051TE LUMBER HANGERS
30-1 GD HDR/ 10-1 GD JOIST UP TO 1 2"
NOTE: HANGER
NOT LISTED ABOVE WILL BE NOTED ON PLANS.
Rv�FR
FLOAT BEAM OR
CEILING J015T5
CONNECTION DETAIL
N T.S.
4"X4" LUMBER
45, REQUMN IRES A IN FROM 1 EQUIVALENT
O
REQUIRES A MINIMUM EQUIVALENT OF
O'XG" LUMBER
0 r BASE PLATE
• — 5/5" NUT
® = WASHER
�J 5THD 10 OR HTT5 MAY BE
E q @q A5U44 OR A844 USED IN LIEU OF COLUMN
fLi7Y ABUGG OR ABGG BA5EPLATE.
EXISTING FOUNDATION
- 5/8" ANCHOR BOLT
G" DOWELED INTO FOUNDATION THEN
EPDXY ALL THREAD, WEDGE -ALL OR TITEN
STANDARD COLUMN DETAIL
SCALE. NT5
1 2d NAILS @ 2" O.C.
EACH SIDE
EXTERIOR
STUD WALL
PROVIDE 151MP50N
STRONG TIE C51 G OR
EQUAL AT EACH STUD
ROOF RAFTER
ROOF BRACING, TYP.
FLOATING BEAM PER PLAN
PLACEMENT FOR FLOATING
BEAM ABV. BOTTOM OF CEILING JOIST
JOIST.^1FLOTI NG BEAM
m ' I BLOCKING, TYP.
SEE TIE TO RAFTER
FLOATING BEAM t
CEILING JOIST
DETAILS FOR TOP OF PLATE
BLOCKING
�- 2 X 4'S. TYP
o
VAULTED CEILING ON HIP
RAFTERS FLOATING BEAM DETAIL
N.T.5.
ROOF RAFTER
BRACI NG, TYP
�CEI U NG JOIST
BLOCKING, `YP.
TOP OF PLATE
SEE TIE TO RAFTER
CEILING J015T DETAIL
FOR BLOCKING N 2 X 45, TYP.
VAULTED CEILING ON HIP RAFTERS DETAIL
N.T.5.
PROVIDE A MINIMUM OF
7/IG" STRUCTURAL PANEL
5HEATHING ON ALL 4
SIDES OF STACKS.
PROVIDE 2z05 FOR
TUD5 ABOVE R
BELOW PLATE LINE
PLAN
OF ROOF
RAFT ION ELEVATION N.T.S.
OF ROOF RAFTERS
N.T 5.
FIRE PLACE ON EXTERIOR WALL
51MPSON
2X4 C51 GOP
EQUAL
102/04/20201
V ONE 2XGXG' WITH ONE END CUT TO PITCH OF
RAFTER TO BE NAILED' O EVERY OTHER
EXTERIOR RAFTER (OR 4' O.C.) WHERE CEIUNG JOIST ARE
STUD WALL RUNNING PERPENDICULAR TO ROOF RAFTERS.
ALONG 51DE THE 2XG NAIL A 2X4 EXTENDING
FROM EXTERIOR MOST CEILING J015T TO THE
n
FI R5T INTERIOR LOAD BEARING WALL OR
PURLIN. THE 2X4 SHALL BE NAILED WITH 2 - U p
12D NAILS INTO EACH CEILING JOIST. THE LAJ
2XGXG' HORIZONTAL BRACE WILL BE NAILED TO
THE 2X4 WITH 120 NAILS @ G" O.C. jq
>v
NOTE: SPLICES IN 2X4 ARE ALLOWED BUT MUST LAP O (j
La
AND BE NAILED TO TWO JOISTS BEYOND
SPLICES POINT. a M
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5'-52"
NOTE: ALL PERIMETER GRADE BEAMS
TO BEAR A MINIMUM DEPTH OF 18"
BELOW FINAL GRADE.
TREE TRUNKS AND ROOTS UNDER THE
FLOOR SLAB SHOULD BE REMOVED TO
A ROOT SIZE OF LESS THAN 0.5 ,
INCHES. FILL AND COMPACT ANY
OVER -EXCAVATED AREAS IN LIFTS WITH
PROPER COMPACTION IN COMPLIANCE
WITH PROJECT GEOTECHNICAL REPORT.
17'-3j" -
NOTE: SITE PREPARATION SHOULD
CONSIST OF REMOVING ALL EXISTING
FOUNDATIONS, PAVED AREAS AND
UNDESIRABLE MATERIALS. THE
EXPOSED SUBGRADE SHOULD BE
PROOF -ROLLED TO DETECT WEAK
AREAS WHICH SHOULD BE EXCAVATED,
PROCESSED AND RECOMPACTED WITH
SELECT FILL IN ACCORDANCE WITH TW
PROVISIONS IN GLOBE GEOTECHNICAL
REPORT NO. 20202 DATED
1/21/2020.
10'-3Z"
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CITY OF GRAPEVINE
RELEASED FOR CONSTRUCTION
SHEET: OF:
RELEASE DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE.
CITY APPROVED PLANS TO BE KEPT ON
THE JOB SITE AT ALL TIMES
SIMPSON
HOLDROWN-
OR
STHD SIMPSON
HOLDOWN
THREADED ROD OR
SIMPSON SB/SSTB
ANCHOR BOLT
::RILL AND EPDXY W/
SIMPSON STRONG -TIE
SET ADHESIVE.
HOLDOWN DETAIL
`t__�12" FOR HTTS
c"I OR STHD10
*5'S @ 8"
O.C.E.W.
BOTTOM
IEACH INTERIOR HOLDOWN
REQUIRES A 24"X24" FOOTING
HOLDOWN LOCATION IS APPROXIMATE. EACH INTERIOR
HOLDOWN SHALL HAVE A SPREADFOOTING.
VERIFY LOCATION SIZE WITH ARCHITECTURALS Be
SHEARWALL PLAN
SYMBOL TYPE NOMINAL DIA. "A•
THREADED ROD
SIMPSONHTT50R 5/8" 6"
SMPSON STHD10 N/A
HISIMPSON STHD14 N/A N/A
SIMPSON HDQ8 718" 18"
H SIMPSON HHDQ11 1' 18"
SIMPSON HHDQ14 1' 18"
1. IF USING STHD10 OR STHD14 HOLDOWNS,
CONTRACTOR SHALL PLACE HOLDOWNS AT CONCRETE
POUR STAGE.
2. SSW ANCHORING SHALL BE PLACED AT CONCRETE
POUT STAGE.
3. SIMPSON PRODUCTS MAY BE SUBSTITUTED WITH
APPROVED EQUAL
1
Imo;• '•.,�,
ERIC L. DAVIS
.......... .............
86895 :;gr
THE SEAL APPEARNG ON THIS DOCUNENT WAS
AUTWM BY ERIC L DAMS, P.E. 86895 ON
3/6/2020
1
101/27/20201
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DATE: BY:
1. SLAB THICKNESS T = 4"
W
BUILDING INSPECTION DIVISION:
2. BEAM DEPTH H = 28"
cc
3. BEAM WIDTH W = 10"
i
RELEASE DOES NOT APPLY TO CONSTRUCTION IN
4. SXX DENOTES SLAB STRAND
< gn
<
EASEMENTS OR PUBLIC RIGHT-OF-WAY.
5. BSXX DENOTES BEAM STRAND
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ALL CHANGES MUST BE APPROVFr
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1.
DENOTES ONE STRAND TO BE STRESSED.
2.-
DENOTES TWO STRANDS TO BE STRESSED.
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DENOTES THREE STRANDS TO BE STRESSED.
4.}--- DENOTES FACTORY SEATED END.
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REVISIONS
5. A
DENOTES CONCRETE CHAIR.
W p W
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DATE DESCRIPTION
CODE
6. "+"
DENOTES DIMENSION TO BE VERIFIED.
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7. �'
DENOTES DIFFERENCE IN FINISH FLOOR ELEVATIONS.
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8.
DENOTES 3-#4 BARS X 6'-8" TYPICAL INTERIOR CORNER 2' :-['•'
-
9.
BARS SHALL BE 4'-0" X (LENGTH = TO CORNER DEPTH) WHEI fSCALE:3/32"
1
= V-0",
NOTED ON PLAN.
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GENERALNOTES
1. ALL TENDONS SHALL BE FABRICATED FROM 1/2" DIAMETER 270 KSI LOW RELAXATION STRANDS IN ACCORDANCE WITH ASTM
A416, TENDONS SHALL BE GREASED WITH A CORROSION INHIBITOR AND PROTECTED WITH A PLASTIC SHEATH.
2. STRAND LENGTHS SHALL BE THE RESPONSIBILITY OF THE SUPPLIER.
3. CONCRETE SHALL BE NORMAL WEIGHT, TRANSIT MIXED AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 SLAB STRAND "S" 4WHEN
B STRAND "S"
DAYS UNLESS INDICATED OTHERWISE WHEN INDICATED INDICATED
4. CONCRETE SHALL BE IN ACCORDANCE WITH ACI-318 ACI-301 AND ASTM C94. TENDONS SHOULD BE STRESSED WITHIN 7 TO IN PLAN VIEW LAN VIEW
10 DAYS AFTER CONCRETE PLACEMENT.5. WATER CONTENT SHALL BE CONTROLLED AND MINIMIZED IN ACCORDANCE WITH ACI AS REFERENCED ABOVE.
6. ALL CONVENTIONAL REINFORCING BARS SHALL BE GRADE 60 IN ACCORDANCE WITH ASTM A615.4 7. WHERE REBAR IS USED FOR EXPOSED GRADE BEAMS OR TOP AND BOTTOM REINFORCING, PROVIDE MATCHING "L" BARS WITHEACH LEG EQUAL TO 40 BAR DIAMETERS OR GRATERCONCRETE CHAIRS8. CONSTRUCTION JOINTS ARE PROHIBITED UNLESS INDICATED OTHERWISE NCRETE CHAIRS
9. FOUNDATION SHALL BE PLACED MONOUTHICALLY TO AVOID "COLD JOINTS." I.E., PLACEMENT SHALL PROCEED FROM START = 4'-0" MAXIMUM = 4'-0" MAXIMUM
TO FINISH IN A MONOLITHIC FASHION. WHERE COLD JOINTS ARE UNAVOIDABLE DUE TO DELAYS, CONTRACTOR SHALL O.C.E.W,
O.C.E.W.
CONSOLIDATE CONCRETE BY VIBRATING THROUGH COLD JOINT BOUNDARY. IF LONG DELAY IS ANTICIPATED, CONTRACTOR DRAPED BEAM r DRAPED BEAM
SHALL FORM BULKHEAD OR OTHERWISE CREATE A VERTICAL CONTROL SURFACE FOR INSERTION OF #4 DEFORMED DOWELS STRANDS "BS" N STRANDS "BS"
AT 18" O.C. IN SLAB AND (2) #5 DEFORMED DOWELS TOP AND BOTTOM OF BEAMS. DOWELS SHALL BE 18" LONG. L�4
V - x VV SEE TYPICAL a SEE TYPICAL
SITE PREPARATION NOTES BEAM SECTION � - BEAM SECTION
1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL '� W W
EXERCISE CAUTION DURING EXCAVATION TO AVOID DAMAGE TO UNDERGROUND UTILITIES. CONTRACTOR SHALL INFORM
UTILITY OWNERS IN ADVANCE TO ENABLE THEM TO IDENTIFY AND LOCATE, REROUTE OR TO MAKE OTHER ADJUSTMENTS IN
ORDER FOR WORK TO PROCEED WITH MINIMAL DELAYS.
2. FOUNDATION EXCAVATION SHOULD BE PROPERLY MONITORED TO ENSURE UNDESIRABLE (LOOSE) MATERIALS ARE REMOVED. SECTION 1 SECTION 2
3. EXPOSED SOILS SHOULD BE PROTECTED AGAINST RAIN AND EXCESSIVE DRYING.
4. SELECT FILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL INVESTIGATION. NTS NTS
S. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATIONS IN
THE PROJECT GEOTECHNICAL INVESTIGATION.
CONSTRUCTION NOTES
*ANCHOR SHALL BE
1. SITE GRADING AND DRAINAGE AROUND FOUNDATION SHALL BE MAINTAINED AT ALL TIMES IN SUCH A MANNER THAT
PLACED 5" BELOW LOWEST
SURFACE OR GROUND WATER WILL NOT COLLECT AROUND FOUNDATION. ADEQUATE POSITIVE DRAINAGE SHALL BE
EDGE OF CONCRETE
PROVIDED AND MAINTAINED SLOPING AWAY FROM FOUNDATION A MINIMUM OF 2-5% (1/4 - 5/8 IN/FT) FORA
MINIMUM DISTANCE OF T-0" FROM FOUNDATION EDGE.
SLAB STRAND "S"
#4 CONT.
WHEN INDICATED
2. FINAL GRADES SHALL HAVE POSITIVE DRAINAGE SLOPING AWAY FROM FOUNDATION. A MINIMUM OF 6" CLEARANCE
12 O.C. IN PLAN VIEW
BETWEEN TOP OF SLAB AND/OR BRICK -LEDGE AND SOIL SURFACE SHALL BE MAINTAINED.
SEE PLAN
3, BEAM TRENCHES SHALL BE CLEAN AND FREE OF LOOSE SOIL AND DEBRIS. BEAM BOTTOMS M N O UST BE FOUNDED IN
MINIMUM 12" UNDISTURBED SOIL OR PROPERLY COMPACTED FILL, UNLESS PIERS ARE SPECIFIED. BEAM TRENCH BOTTOMS
T
_T
MAY BE ROUNDED BY TRENCH CUTTING DEVICE. AVERAGE BEAM WIDTH BELOW FOUNDATION SLAB MUST BE EQUAL TO
OR GREATER THAN DESIGN BEAM WIDTH, "W", NOTED ON FOUNDATION PLAN.
CONCRETE CHAIRS
4. AT CONTRACTORS OPTION, A SAND CUSHION OR THIN LAYER OF SELECT FILL MAY BE USED AS TOP LAYER FOR PAD.
-"
'D
4MAXIMUM
9'C.E.W.
EXISTING SOILS MAY BE USED AS LONG AS THEY PRESENT NO HAZARD TO THE POLYETHYLENE VAPOR BARRIER.
=
5. A LAYER OF 6 MIL POLYETHYLENE WITH LAPPED JOINTS BETWEEN SAND/EXISTING MATERIAL AND SLAB SHALL BE
PROVIDED UNLESS INDICATED OTHERWISE.
6. TENDONS AND REINFORCING BARS SHALL BE SUPPORTED BY CHAIRS SPACED AT 4' MAXIMUM INTERVAL, AND TIED AT
2- #5 BARS CONT.
L
ALL INTERSECTIONS TO PREVENT MOVEMENT DURING CONCRETE PLACEMENT. S-HOOKS MAY NOT BE USED FOR
BEND AND EXTEND
TENDON TIES.
.� 1'- 6" PAST EACH
7. CONCRETE SHALL BE VIBRATED TO ENSURE CONSOLIDATION AROUND TENDON ANCHORAGES.
.� � CORNER TOP &
8. SLAB STRAND LOCATIONS MAY BE PLACED WITHIN 8" OF PLAN LOCATION TO MAINTAIN PROPER CLEARANCE.
W BOTTOM OF BEAM.
9. WHERE DISCREPANCIES BETWEEN FOUNDATION DIMENSIONS AND ARCHITECTURAL PLANS ARE NOTED, ARCHITECTURAL
PLANS SHALL CONTROL
10. COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR ALL OPENINGS, DROPS, INSERTS, SLOPES,
BRICK -LEDGES AND RELATED ITEMS.
SECTION 6
11. IF SOLID ROCK IS ENCOUNTERED DURING TRENCHING OF BEAMS, BEAM DEPTH MAY BE REDUCED, BUT MUST MAINTAIN
-
A MINIMUM OF 12" SOIL COVER UPON FINAL GRADE.
NTS
12. PLUMBING LINES SHALL NOT BE LOCATED INSIDE BEAMS, EXCEPT AT OR NEAR PERPENDICULAR CONFIGURATION TO
BEAMS.
13, SAND OR GRAVEL BEDDING MATERIAL FOR UTILITIES SHALL NOT BE USED WITHIN T OF FOUNDATION EDGE. A CLAY
PLUG SHALL BE PROVIDED TO PREVENT WATER INFILTRATION UNDER SLAB.
14. WATER CUTOFF VALVES AND PIPE TRANSITIONS SHALL NOT BE INSTALLED WITH 5' OF FOUNDATION EDGE.
15. IRRIGATION SYSTEMS SHALL NOT SPRAY DIRECTLY ON FOUNDATION.
16. SIDEWALKS AND DRIVES SHALL BE GRADED TO SLOPE AWAY FROM FOUNDATION TO ELIMINATE AND PREVENT PONDING
OF WATER.
17. TREES AND SHRUBS SHALL NOT BE LOCATED CLOSER TO FOUNDATION THAN A HORIZONTAL DISTANCE EQUAL TO
ROUGHLY ONE - HALF OF TREE OR SHRUB'S MATURE HEIGHT WITHOUT INSTALLATION OF PIERS OR ROOT BARRIER. IF
LOCATE ANCHOR
IMPRACTICAL, A DEEPENED EXTERIOR BEAM SHALL BE PROVIDED A MINIMUM DEPTH OF 48" BELOW GRADE, FOR A
2" FROM BACK
PERPENDICULAR DISTANCE EQUAL TO ROUGHLY ONE HALF OF TREE OR SHRUBS MATURE HEIGHT.
F.F
18. LANDSCAPING SHALL NOT AFFECT FINAL GRADE. EXCAVATION OF SOILS ADJACENT TO FOUNDATION FOR PURPOSE OF
OF BEAM.
LANDSCAPING ARE PROHIBITED. LANDSCAPING SHALL BE PLACED ON TOP OF FINAL GRADE. SOLID LANDSCAPE EDGING
SHALL NOT BE USED.
f
STRESSING NOTES
II_ �
1. EACH STRAND DURING STRESSING OPERATIONS SHALL BE INITIALLY STRESSED TO 33.0 KIPS AND SEATED AT 28.9 KIPS.
5„ MIN
LIMITATIONS
= 12 MAX
1. A PRE -POUR INSPECTION IS REQUIRED BY THE ENGINEER OF RECORD. THE ENGINEER IS ALSO AVAILABLE FOR PLACEMENT
AND TENDON STRESSING OPERATIONS-
2. THE ENGINEER WILL RELY ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT PROVIDED FOR THE
SPECIFIC TRACT OF LAND PROPOSED STRUCTURE IS TO BE CONSTRUCTED. THE ENGINEER DOES NOT ASSUME OR TAKE ANY
RESPONSIBILITY WHATSOEVER FOR THE ACCURACY OF SAID SOILS REPORT, OR ANY INFORMATION CONTAINED THEREIN
2-#3 BARS
WHICH THE ENGINEER MAY HAVE RELIED UPON TO DESIGN THE FOUNDATION FOR THE PROPOSED STRUCTURE. IF THE
VERTICAL
CLIENT PROVIDED GEOTECHNICAL REPORT DOES NOT FOLLOW GUIDELINES OF THE POST- TENSIONING INSTITUTE, THE
ENGINEER MAY SUBSTITUTE USABLE DESIGN INFORMATION DERIVED FROM RAW SOILS DATA OBTAINED FROM SAID
W 'm 6
GEOTECHNICAL REPORT.
3. FOR FOUNDATION TO PERFORM AS DESIGNED, OWNER MUST ENSURE THAT SOIL MOISTURE CONTENT IS MAINTAINED
SLAB STRAND "S"
WHEN INDICATED
IN PLAN VIEW
L CONCRETE CHAIRS
=
4'-0" MAXIMUM
O.C.E.W.
r DRAPED BEAM
r5I STRANDS BS"
M
UUU SEE TYPICAL
BEAM SECTION
I W
SECTION 3
NTS
#4 BAR CONT IF RECESS """REQUIRED WHEN
IS GREATER THAN 6" MANDATORY CHAIR OVERALL BEAM
#4 BAR CONT. DEPTH EXCEEDS 36" * l
SLAB STRAND "S° (FOR DROPS
WHEN INDICATED GGGREATER THAN 4") n
IN PLAN VIEW
T - 12" MAX w
x�
CONCRETE CHAIRS °**"#4 BAR VERT.
4'-0" MAXIMUM
0 1 -0 O.C.E.W. ®1'-6" O.C. z
BOTTOM M SLAB R
!!!! nQ L W/0 BEAM oN
DRAPED BEAM #5 BARS
W STRANDS 'BS" ONT
SEE TYPICAL 12" O.C.
BEAM SECTION
SECTION 4
NTS
SLAB STRAND "S" SLAB STRAND "S" *ANCHOR TO BEPLACED
PER MFG. INSTRUCTIONS
n
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DOWELS 0 12" O.C.
TOP & BOTTOM
SHEET: NTS OF: _
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1�D" .00NRJ E' DING CODE OR ZONING C R )1i+ 84E x
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ALL C RANGE N�iBW �APPRC sN.T.S. cA
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(2) 5IMP50N CS I G STRAPS
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DBL TOP PLATE -
OF WALL AT TOP AND BOTTOM
OF HEADER
HEIGHT
i
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f
PROVIDE CONTINUOUS SOLID
SIMP50N M5TC28
BLOCKING TO THE ENDS
ON INTERIOR OF WALL
OF WALLS SAME DEPTH
1
AS HEADERS `_-
`ti WALL STUDS
.......
VA__
CONTINUOUS BLOCK
I-IEADERDETAI_L
SCALE NT5
OFULLY SHEATH WALL W7 7, G" 05B (MIN.) ATTACH TO 2x4
STUDS @ I G" O.C. W/ Sd NAILS @ 371 2" PATTERN.
DESIGNED BASED ON 30 MPH
3-5EC GUST, EXPOSURE B.
IF CONDITIONS VARY, CONTACT THIS OFFICE.
NOTE: PROVIDE (2) NAIL STUDS. MIN. AT EACH END OF ALL
5H EAR WAI PANELS 5HOWN ON PLAN. INSTALL
51MP50N C51 G STRAP AT EACH END OF SHEAR
WALL PANELS SHOWN WITH 3'-0' MINIMUM LENGTH
CENTERED A000T FLOOR LEVELS. ATTACH ON
EXTERIOR OF WALL5. PROVIDE 2X BLOCKING AT ALL
PANEL EDG5 OP SHEARWALL5.
NOTE:
ALL INDICATED I5T FLOOR SHEAR WALLS ARE TO
BE PROJECTED TO TOP PLATE OF ?ND STORY IF
APPLICABLE.
2. ALL INTEP'OK WALLS TO BE 112" 5HEETROCK
NAILED PER TABLE R702.3.5 OF THE 2000,
2003 b 20OG IRC * IBC
3. THE HTT5 CAN BE REPLACED WITH SIMPSON
STHD 10 or EQUAL. STHD I O FASTENERS ARE
IN15TALLED TO THE OUTSIDE OF SHEAR WALL
PANEL.
FULL SHEATH
REFER TO STANDARD
— COEUVIN-M-MIL
SIMP50N M5TC28 I
REFER TO CONTINUOUS
BLOCK HEADER DETAIL I
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101/29/2020�
48"
-y— 16"- 2 x 4 STUD'S
ail [i li 11�
RED OR BLUE T-PLY, OR--""/
7/16" OSB STRUCTURAL WOOD SHEATHING
ON EXTERIOR
J
1 TYPICAL 4' WOOD STRUCTURAL SHEATHING ON
ONE FACE WITH A MAXIMUM HEIGHT OF 10'.
VARIES 16„ VARIES 2 x 4 STUD'S
HTT5 OR STHD10J �H75 OR STHD10
RED OR BLUE T-PLY, OR
7/16' OSB STRUCTURAL WOOD SHEATHING ANCHOR BOLTS
ON EXTERIOR
2
TYPICAL (ONE STORY) 2'-B" UP TO 4'-0" WIDE STRUCTURAL
SHEATHING WITH A MAXIMUM HEIGHT OF 10' ATTACHED ON ONE -FACE.
NAILED PER 2000, 2003 & 2006 IRC TABLE R602.3.(1) AND
BLOCKED AT ALL EDGES. TWO ANCHOR BOLTS SHALL BE PLACED AT
QUARTER POINTS AS SHOWN OR 3" PINS AND WASHERS SET BY
POWDER ACTUATED TOOL.
7/16" OSB STRUCTURAL WOOD SHEATHING
INTERIOR, RED OR BLUE T-PLY, WB "X" WALL
BRACING OR 5/B" TYPE X DRYWALL
REF. ALTERNATE BRACED WALL DETAIL
VARIES 16VARIES # I--- 2 x 4 STUD'S
HTT5 OR STHD10-/ X-`
HTT5 OR STHD10
RED OR BLUE T-PLY, OR ANCHOR BOLTS
7/16" OSB STRUCTURAL WOOD SHEATHING
ON EXTERIOR
0
TYPICAL (1ST FLOOR OF TWO STORY) 2'-B" WIDE UP TO 4'-0"
STRUCTURAL SHEATHING WITH A MAXIMUM HEIGHT OF 10'
ATTACHED ON BOTH -FACE. NAILED PER 2000, 2003 & 2006 IRC
AND BLOCKED AT ALL EDGES. THREE ANCHOR BOLTS SHALL BE
PLACED AT ONE -FIFTH POINTS OR 3" PINS AND WASHERS SET
BY POWDER ACTUATED TOOL.
4
SEE ALTERNATE BRACED WALL DETAIL.
t VARIES -t 1 6"-t VARIES -,F1 P x 4 STU➢'S
I11 Il I1 lll�
SIMPSON MODEL NO. CS16 J dlr\—SIMPSON MODEL NO. CS16
SEE ALTERNATE BRACED WALL DETAIL.
7/16" OSB (MIN) WOOD SHEATHING
5 ON EXTERIOR.
772ND FLOOR OF TWO STORY) 2'-B" WIDE UP TO 4'-0"
STRUCTURAL SHEATHING WITH A MAXIMUM HEIGHT OF 10' ATTACHED
ON BOTH -FACE. NAILED PER 2000. 2003 & 2006 IRC AND
BLOCKED AT ALL EDGES. SEE ALTERNATE BRACED WALL DETAIL FOR
STRAPPING REQUIREMENTS.
t1 6" TYP.-t 1 6"-tl 6" TYP.'l � P x 4 STUD'S
y
f 1 11 1'1
1/2" GYP.
6 1/2" GYP. NAILED WITH 5d COOLER NAILS 0 8"/12" PATTERN
REFER TO TABLE R702.3.5 OF THE 2000, 2003 & 2006 IRC
f16" TYP.-t 16„- l6" 1YPI I 2 x 4 STUD'S
I
1/2" GYP
6,1 1/2" GYP. NAILED WITH 5d COOLER NAILS 0 8"/12" PATTERN
REFER TO TABLE R702.3.5 OF THE 2000, 2003 & 2006 IRC
NOTE: ALL INDICATED 1ST FLOOR SHEAR WALLS
ARE TO BE PROJECTED TO TOP PLATE OF
2ND STORY IF APPLICABLE.
ALL INTERIOR WALLS TO BE 1/2" SHEETROCK NAILED
PER TABLE R702.3.5 OF THE 2003 I.R.C., U.N.O.
THE HTT5 CAN BE REPLACED WITH SIMPSON STHD10
or EQUAL. STHD10 FASTENERS ARE INSTALLED TO THE
OUTSIDE OF SHEAR WALL PANEL.
N OTE
■ r� r r r E r■
FULL SHEATH
FULL SHEATH IS CONSIDERED RED OR BLUE T-PLY, OR 7/16" OSB.
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