HomeMy WebLinkAbout2718-2730 River Landing Dr (a)ti
3
MEAN ROOF HEIGHT jh
TOP OF 2ND STY.
WALL PLATE
+18'-9 718'
2nd STY. FIN. FLR.
TCS 1[`T (,N
LEXINGTON
UNIT "A"
4'-0„
MIN. TYP. ALL UNITS
4' GALV. MTL OFF -RIDGE VENT
PRINCETON
UNIT 1
1131
1
4'-0„
MIN. TYP. ALL UNITSf I MIN. TYP. ,ALL UNITS
4' GALV. MTL. OFF -RIDGE VENT"'
B"W. SCORED LINE
— — — — — — —ALONG SOFFIT
SHINGLE ROOFING
PRINCETON
UNIT "B"
\.
4' GALV. MTL. OFF -RIDGE VENT,----"
4'-O" 4'-0"
MIN. TYP. ALL UNITS i IN. TYP. ALL UNITS
SLOPE 5:12
SHINGLE ROOFING
SARATOGA
UNITf icir
"_ \ 4' GALV. Ml OFF -RIDGE VENT �~
4'4" 4°-0"
MIN, TYP. ALL UNITS MIN. TYP. ALL UNITS
SLOPE 5:12
PRINCETON
UNIT nBn
GALV. MTL. OFF -RIDGE VENT
MIN, TYP. ALL UNITS M1N. TYP. ALL UNITS
SHINGLE ROOFING
8"W. SCORED LINE
ALONG SOFFIT— TYP.�
— — — — — —
PRINCETON
UNIT "Blf
GALV. MTL: OFF -RIDGE VENT
LEXINGTON
UNIT "A"
. 4'-0T
MIN. TYP. ALL UNITS
4' GALV. MTL. OFF -RIDGE VENT
MEAN ROOF HEIGHT
+23'-5'
— — — — — TOP OF 2ND STY.
----- ----------_---
—+ F3
— +F$'-9 ?IS„
SIDE ELEVATION A - "LEXINGTON" UNIT
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_2nd STY. FIN. FLR.
+1 O' -8-3I4° —
TOP OF IST STY.
BLK. WALL
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TOP OF SLAB
(REF. ELEV.)
REAR ELEVATION
114" = V-0„
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
DATE TO MASTER:
02-20-12
i
8"W. SCORED
BAND AT
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SIDE ELEVATION A - "LEXINGTON" UNIT
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+1 O' -8-3I4° —
TOP OF IST STY.
BLK. WALL
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TOP OF SLAB
(REF. ELEV.)
REAR ELEVATION
114" = V-0„
SIDE ELEVATION A - "LEXINGTON" UNIT,
LATEST REVISION
DATE TO MASTER:
02-20-12
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UNIT "B"
2x4 DRYWA
SHE
UNIT 111311
NICHE.
V 1. 1 1 I
WDW, ROUGH
OPNG. NOTE
36718x63
WIDTH x HEIGHT
(IN INCHES)
AREA
TABTOTAL
U opo
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UNIT
IT
OB
UNIT
B
UNIT UGIT
2 F=
OB
IT
UNIT
N
BLDG,
1st STY. LIVING
834
734
734
580
734
734
834
5284
2nd STY. LIVING
r
946
901
901
889
901
901
946
6385
TOTAL LIVING
1780
16351
1635
1569
1635
1535
1780
11669
ENTRY
� Q}
40
51
51
84
51
51
40
368
GARAGE
238
230
230
236
230
230
238
1632
LANAI
ONLY, ANY DISCREPENCIES
41
NA
NA
NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1916
1889
1916
1916
2099
13751
1st STY. FLOOR PLAN
1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE 3 1/2° WlIDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR, BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8° WIDE UNLESS OTHERWISE NOTED.
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL
SUPPORTING GRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK -TIE INSTALLATION. SEE SHEET 11 FOR
ADD'L.INFORM,ATION
5. 0 INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C.M.U. TOP COURSE
6. INDICATES 8" CMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB.
7. INDICATES 2 -HR. FIRE SEPARATION WL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP
OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR
OTHER BLDG. SERVICE SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL
S. PROVIDE UL TESTED FIRE CAULKING ON ALL ELECTRICAL,PLUMBING AND MECHANICAL PENETRATION THROUGH RAL
WALLS AND CEILINGS
9. VENT DRYER TO OUTSIDE THROUGH ATTIC OR WALL.
10. PROVIDE 24°w. WALL CAVITY, VOID OF STUDS, BEHIND WASHER FOR PLUMBING BOX AND STACK.
11. PROVIDE 12"w. WALL CAVITY, VOID OF STUDS, AT SHOWER CONTROL VALVE LOCATION.
12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. XX.X - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING.
14. "FLR'G LINE" - INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) WI WALL MOUNTED HANGERS ,AT LOCATIONS SHOWN.
LATEST REVISION
DATE TO MASTER:
02-20-12
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ELECTRICAL LEGEND
-El�;
STANDARD SWITCH
3 WAY SWITCH
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4 WAY SWITCH
-Q
DIMMER SWITCH
-[•7
PUSH BUTTON
°-
DUPLEX OUTLET
GFI
G.F.I. DUPLEX OUTLET
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CEILING MOUNTED LIGHT FIXTURE
_(Np
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
1-1ASIC
-y P.C. LGT.
ATTIC PULL CHAIN
-KN-
RECESSED LIGHT FIXTURE
Up
RECESSED -VAPOR PROOF LIGHT FIXTURE
�O
WALL MOUNTED LIGHT FIXTURE
-0COL i'T
COACH LIGHT (PRE -WIRE AS NOTED)
FLOOD LIGHT
0 1x4
1'x4' FLUORESCENT LIGHTING
0
2x4
2'4' FLUORESCENT LIGHTING
FLUORESCENT STRIP
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UNDER CABINET FLUORESCENT STRIP
9 Q 2
WALL MOUNTED INCANDESENT STRIP
E.F.
EXHAUST FAN
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Jul LITE
EXHAUST FAN WITH LIGHT
SD
SMOKE & CARBON
MONOXIDE DETECTOR
O
SPEAKER PRE -WIRE
[�
ELECTRICAL PANEL
=11
A/C DISCONNECT
�]�
ELECTRICAL METER
01v
TELEVISION OUTLET
TELEPHONE JACK
NETWORK JACK
ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. ALL FAN, PHONE .AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED .AT PRE -CON MTG.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ,ARC -FAULT CIRCUIT
INTERRUPTER(S) ,AND SHALL "TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ,ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 1D'-0" OF EACH
DESIGNATED BEDROOM.
i. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND INET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
2nd STY. ELECTRICAL PLAN
LATEST REVISION
DATE TO MASTER:
02-20-12
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CURB WIDTH AS
STATED ON PLANS
VARIES VARIES
VARIES
FIN. `� FIN.
cc
4" GRADE o 4' o � 4" � LANAI SLAB
a o 0 0 0 o DR ENTRY 71
a o _{ BARS
PAVERS CONT. ON
2-9,5 BARS 3-#5 BARS 3-#5 BARS 1'-1 D" CHAIRS
CONT. ON t'-10" CONT. ON 1'-10" CONT. ON
CHAIRS CHAIRS CHAIRS RAISED CURB FTG,
1 TYP.1-STY. � TYP, 2 -STY.
SLAB EDGE SLAB EDGE AT GARAGE EXT,
WALLS
VERIFYw!
DOOR MANUF.
11 1/2 �.
BRG. WALL
SLOPE
SLOPE
• • o L DRN'E
O O O (3}- 5's CONT. WAYO
3- 5 BARS N CHAIRS 16 1 #5 CONT. COtT.ON 8"
CHAIRS SLAB EDGE FTG, AT
INT. FRAME BRG. PATIO/ENTRY
IN DOOR OPNG.
MALL FTG. SLAB EDGE
-1/2" CURB
VARIES 4VARIES
UNIT "B"
U-2110
z #5 BAR Z
AT 24" D.C. 4 S o 3-#5 BARS
4-#5 BARS CONT' ON
2'-0" 1 CONT. ON CHAIRS 2'-0" CHAIRS
A RAISED CURB FTG.s INT. BLK. WALL FTG. AT SLAB
BTWN, GARAGE STEP DN. BTWN. GARAGE &
INT, MALLS ADJ, UNIT INTERIOR WALLS
VARIES
1'-0" 1 #5 CONT.
INT. NON-BRG. SLAB
STFP DN FTA
#5 BAR
4„ AT 24" D.C.
X33
4-#5 BARS
2'-D° CONT. ON CHAIRS
r9 �'� TYPICAL FTG, @
INT. SEPARATION
ldllkI 1 n
UNIT "Bly
BRG. WALL
VARIES
4„ 3-#5 BARS
O O O CON'. ON
1'-s" CHAIRS
4 INT. BRG, WALL FTG.
AT SLAB STEP DN,
TYPICAL EDGE
AUPIPING
PIPE (6" DIA. MAX.)
SLEEVE (DIA. LARGER THAN PIPE)
TYP. PIPE THRU FTG,
DETAIL AS REQ'D.
V 1 Is 1 1 IF
3" CMU STEM MONO
WALL/-#5
BAR DOWEL
FIN. i T EA. REINF. h1ON0 STEfi EXTEND STEM WALL FTG.
GRADE FILLED CELL DEPTH OF REBAR 2'-1" INTO MONOLITHIC PAVERS ON
1 MONOLITHIC SLAB SLAB EDGE SOIL CEMENT'
t EDGE TO MATCH SAND BASE
BOT. OF STEM WALL
j FTG.
TO, P OF FTG. FAN.
� -1�-1 1%2-1 1%2" A.F.F. - M---- o Y GRADE
t 45'
1
• •� • • STEM WALL 2'-6" o
4�T 2'-a" CONT.CONC. FTG. KEBABS FTC. a BRICK PAVE R DETAIL
swi STEM WALL DETAIL x� STEM WALL FTG, TO MONO
AT ENTRY SLAB EDGE TRANSITION
SLAB PLAN
FOUNDATION NOTES:
I. ® INDICATES FILLED CELL W/ 3,00 PSI GROUT W/ 1-#5 REBAR
UNLESS NOTED OTHERfWSE.
2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR
CLARIFICATION.
3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER
SLAB LOCATIONS.
4. AC PADS TO BE 12" MIN. CLEARANCE FROM SLAB EDGE.
5. T.O.F. = TOP OF FOOTING
LATEST REVISION
DATE TO MASTER:
02-20-12
1
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1
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VIYI 1 /-1 VIVI I U VIV1 I U VIYI 1 V VLVI f V VIY11 V ""' `
PRE-ENGINEERED ROOF
TRUSS OR C,ONV'..
FRr'',MED RAFTER
2vIPSON HETr 0"
STRAP AT Ex TRUSS
PI,AJL PER SCHEDULE
"HETA;20" STRAP
NAILING SCHEDULE
UPLIFT
V 4LUE
r OF NAIL
REQUIRED
1810
^,
x9)106 x 1-1/
LOG
'6)lOd x 1-112"
-'J0
(4)106 x 1-1;2
I� I �c1,4D I!ALL
TYPICAL TRUSS TO
BLOCK WALL CONNECTION -
UNLESS NLESS OTHERWISE 1-.10TED OP! THE PLAN
UPLIFT LOAD REOUIRPAiENTS OETAIhJED FROM SEALED
ENGIhIEERING DRA'NINGS FROM TRUSS I.IANUF-
FLOOR TRUSSES
AT 214" O.C. I,1. 2x4 CONT. RIM BOARD
AT TOP BOT. CHORD
' �
CONNECT TO E�.. FLR.
►
TRUSS 'P". I;
INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING- WOOD ROOF SHEATHING -
Al All RAMIAAl IAA rA ninr nr nrnAnAT1nA1 ►AIA I I Al Oil AAINIIIIIAI IAA CA C'If1C nC C11:11ADATInAI IAIAI
LEXINGTON
UNIT "A"
PRINCETON
UNIT "B"
PRINCETON
UNIT "B"
SARATOGA
UNIT J1C"
PRINCETON
ti+t l
,,5 EA,. i C UI S:_
FD
(�}
1/1 x ^ 1/_'SDS SC E'tS
�- GIRDE R
SI,VS6`I LGUM410 HANGED,
#7 GIRDER TRUSS
13
CONNFCTION DFTAIL
UNIT "B"
Sh1P��PI 'H I TIE AT T ISS -
FILL H 15 WTH 1 IISILS
1 l
"H-10" STP' D =0? LIPt1FT I h 13 3511 LBS.
BTR,' P, FLIP 'IF'! I Tti PTV N RPP, A,'r:5 1,",'1 I ?C
'10'L ST EP TO =E
SIDE
LI-- 11J
�hE 1FFiISiIE
/ ,,,F iRll;,t.
/ `-PRE-ENCINEFRE1_.1 ROOF
FP,.,hflEO RA; I R
COiIT. 16L. FRAhIE BEnRING 'tiALL,
2:t TOP P_,ATE � "E44, OR GIRDED, TRUSS
TYPICAL TRUSS TO FRAME WALL,
BEAM, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
l_'NLESS CTHER1t!ISE iNOTED ON Ell z PLA?I
S== T`„ICAL to ,lL S CTIOPI FOR PLATE TO STUD COidNECTION
FLI, i L: i RE4UIRP,,VITS OBTAIN`D FROh,I SEALD
El'1011l'EEF'il G ORA1f1;iNGS F RON1 TRUSS 141A.1I0E_
PRINCETON
UNIT 1113T'
LEXINGTON
UNIT "A
Roof Girder Connector Schedule
Max. Max.
Plan
Connector
Uplift Gravity
Mark ! Manuf.
Model No.
Qiy
Load E Load Fasteners / Remarks
1
SIMPSON
MTS12 C 2
1720
1 (14) 1 Od x 1-1!2" EA.
E
2
SIMPSON
LGT2
1
1785
(14) 16d SINKERS AT WALL
k16)16dSINKERSATGIRDER
X
0
0
1
3
SIMPSON
MGT
1
3330
(11 518" DIAM. BOLT & (22)-10d
I
HDU4
1
3600
(10) - 1/4" x 2 1J2" SDS SCREWS'
4
SIMPSON
HU28
1
I
575
2450
6 TITEN 1/4" x 2 314" TO CMU
(Z---------
4 I Od x 1 1/2" TO TRUSS
5
SIMPSON
HU28-2
1
1085
4350
[_CI 21 - TITEN 14' x 2 3/4" TO CMU -1
6 1 Od TO TRUSS
6
I SIMPSON
HU410
1
1810
508518-
TITEN 1,'4" x 2 314" TO CMU
10 1 Od TO TRUSS
7
SIMPSON
LGUM410
1 1
3575
9620
8 TITEN HD 3/8" x 4" TO -CMU
(8
1/4" x 2 1/2" SDS SCREWS
8
SIMPSON
HTT16
1
3480-0)5/8"
DIAM. BOLT TO CMU
——
OR
-----
—
--
---
—(1_}8 16dTOSTUD
MSTCM40
1
3300
8Z TITEN 1!4" x 2 3/4" TO CMU
22 16d SINKERS TO STUD
2nd STY. FRAMING PLAN- A
I,L/" = 1 0"
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91, ANY ADD170N4C TRUSS
BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS
DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS SHL BE THE RESPUNSIBiLITY OF TRUSS MANUFACTURER.
3, 17�7 INDICATES #2 OR EE --IEP 2x4 B_K'G. AT 45" O.C. BTWN. TRUSS BOT, CHORDS W
(2)-1&d COMMONS TOE—NAILED EA. SIDE. (TYP. AT IST (4) TRUSS BAYS AT ALL CABLE ENDS
JNLES OTHERR'ISE SHOWN ON THE PLAN)
4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON ,FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2) ,Od TOE—NAILED COMMONS AT EA. -BUSS GEARING 30TTCM CHCRD TO TOP
PATE .AT ALL FRAME ERG. WALLS. (ADDS 150 LBS UPLIFT CAPACFY TO STRAP CAPACITY)
6. BEARING WAL_ SUPPORTI JG GRAVITY LOADS ONL'r (NO UPLIFT CONNECTORS REV.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
S. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT PUN THRU =LOO' TRUSSES — MIMIZE OPENING AT CENTER OF SPAN
10. PROME 2xi2 LEDGER (BOTTOM J TRUSS BRC. HT.) W, (10) 10d NAILS AT EA. IEPT. STUD.
11. PROVIDE 2x4 LEDGER AS REG'D. FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBED, OF TRUSSES -� CIRD=RS
13. P61DE MfN. 2 STUDS �91 CIRDER TRUSS LOCATIONSz
DESIGN LOADS:
RODF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
30TTTA CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
NJIND SPEED - 120 YPH./3 SEC. GUST
EXPOSURE CATEGORY - - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. 10 PS.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
02-20-12
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HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL
ROOF TRUSSES OR 2x RAFTERS
DIRECTLY ABOVE THE TOP
RISER OF THE FLIGHT TO A POINT DIRECTLY
AT 24" O.C.- CONNECT
RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR
SHALL TERMINATE IN NEWEL POSTS
W/ (2)168 101N. COMMONS
HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT
Ed NAILS AT 3" O.C. AT
TOE -NAILED TO TOP PLATE
1 1/2" MIN.
1 1/2" DIAMETER CONT.
SHEATHING EDGESSEE
STAGGER NAILS BTWN.
"SP2" AT EA. SINGLE
ROOF PLAN FOR REQ'D.
PANEL EDGES
STUD TO TOP PLATE &
STRAP AT EA. MEMBER
NOTES.
"DSP" AT EA. DOUBLE
�
W
1. NAILHEADS SHALLXh
- STUD PANEL EDGE TO
W
__ ___
NOT PENTRATE THE FACE - ----?T ��-
TOP PLATE
a �� REFER TO HEADER
OF THE SHEATHING BY MORE
CONNECT PLY'W'D. RISER TO
-
SCHED. FOR SIZES
THAN THE NAILHEAD THICKNESS. i ii wi
o z
z
"SP2" AT 16" O.C.
2. PROVIDE 1/8" SPACE BETWEEN i U 41
LLo
ACROSS HDR. SPAN
SHEATHING PANELS.
PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL
"LSTA24" STRAP AT
TOP AT 39" ABOVE EDGE OF TREAD
X
S W
FLOOR TRUSS
NOTE PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C.
HDR. STUD TO BEAM
8d NAILS AT 6" Q.C. VERT. ii
/ DEPTH
/
i (2) STRAPS EA. SIDE
U
— 4" PLY14'D
i WITH (4) OR MORE TRUSSES
AT FIELD STUDS
2x STUDS AT
i / ACROSS OPNG.
ONLY, ANY DISCREPENCIES
16" O -C.
i
8d NAILS AT 3" O.C. AT
/ SPACER AT SIDE WALLS
M/1 ORLANDO
SHEATHING EDGES is 4
NO STRAP REQ'D. AT/
"LSTA24" STRAP AT HDR.
STAGGER NAILS BTWN. i,i i,i
STUD TO PLATE IF
i STUD TO RIM BD./BLKG.
PANEL EDGES�� ��
SHEATHING CONT. TO
FOR OPNGS. > 5'-0"
i t i i
BOT. OF FLR. TRUSS
i
�.�
8d NAILS AT 3" O.C. HORIZ. i i
FLR. TRUSSES AT
�►2x4 OR 2x6 RIMED. BTWN.
A�� �.�
T 2x SILL PLATE i i i i
24" O.C.
t FLR. TRUSS -- CONNECT TO
TRUSS W/ (4)164 NAILS (2x41
(6)164 NAILS (2x6)
2x4 BLKG. BTWN. ' ' ' ' ' ' 't ' ' ; r=�
- r --r• r --
RIM BD. AT ALL �•
r 2x4 BLKG. BTWN.
RIM BD. AT ALL
ii 2x4 P.T. RIM BD. BTWN.
•
SHEATHING EDGES --L1 ; A ; ; . :.J
SHEATHING EDGES
FLR. TRUSS -- CONNECT
,�
KICK PLATE
TO TRUSS W/ (4)164 NAILS
PROVIDE DBL. ROW OF 8d NAILS AT 8d NAILS AT ;" O.C. HORIZ
ALTERNATE CONT. 2x6 TOP RAIL I.L.O. AT TOP AND BOTTOM RIM BD.
ju
DBL. 2x4 SOLID BLKG.
TYPICAL STAIR SECTION
BELOW HDR. STUDS
NAILING TO FLR. TRUSS BLKG. BTWN. RAILS
OR TRUSS CHORD 4
OF OPNGS. > 5'-C"
EXT. WALL SHEATHING CONC. BLOCK EXT. WALL J
"HETA20" STRAP AT EA. FLR. TRUSS END
OR)R1_�'4'O.O.CATAPIPI�DTRI;RH�S
DETAIL AT 2 -STY.
2 -STY. EXT.
FRAME
REQUIRED NAILING PATTERN AS NOTED FOR WALL CONNECTOR DETAIL
SHEATHING TO ACT AS UPLIFT LOAD CONNECTOR
BETWEEN 1b`ALL STUDS AND FLOOR TRUSSES
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL
LENGTH OF THE FLIGHT, FROM A POINT
DIRECTLY ABOVE THE TOP
RISER OF THE FLIGHT TO A POINT DIRECTLY
ABOVE THE LOWEST
RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR
SHALL TERMINATE IN NEWEL POSTS
OR SAFETY TERMINALS.
HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT
LESS_T_ HAN 1-112" (38MM) BETWEEN THE
WALL AND THE HANDRAILS
1 1/2" MIN.
1 1/2" DIAMETER CONT.
x z
HANDRAIL
STAGGERED EA. SIDE
k
TYPICAL SECTION AT HANDRAIL
O
BALUSTER SPACING MUST REJECT 4" DIA. SPHERE
0
UP TO HEIGHT OF 34I I -BOTTOM RAIL OR CURB
�
W
MUST REJECT 2" DIA. SPHERE
z
w
W
0
Q
STAIR TREAD AND RISER CALCULATION
0
o
-
(2) RISERS + (1) TREAD = 24" MIN. TO 25" MAX.
CONNECT PLY'W'D. RISER TO
-
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS
o z
z
Q
HANDRAIL WITH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 1/2"
TOTAL STAIR RUN
LLo
TO 2", OR PROVIDE CROSS SECTION
OF EQUIVALENT GRASPABILITY MINIMUM TREAD (NOT INCLUDING NOSING = 9
WIDE /-3/4" PLYWOOD
PERFORMANCE 2x8 BLOCKING BEHIND HANDRAIL
1" NOSING /' FLOORING
TOP AT 39" ABOVE EDGE OF TREAD
X
S W
FLOOR TRUSS
NOTE PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C.
NAIL (2)2x4 TO BOTTOM OF
/ f FLOOR TRUSS 12" OR LESS IN
1x10 STRINGER
' 1" NOSING
/ DEPTH
/
2x12 TREAD
2x8 STAIR LEDGER CONNECT TO
FLOOR TRUSS W/ (2)104 NAILS AT
— 4" PLY14'D
i 6" O.C. MAX. OR EQUIVALENT
FLASHING:
ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR
GALV. METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS AT 24" O.C. MAX.
CONT. 2x6 TOP RAIL- CONNTEC-
TO FLR. TRUSS W/ (6)164 NAIL
EXT. SHEATHING NAILING PATTER
PROVIDE 8d NAILS AT 3" O.C.
(2) ROWS AT 2x6 TOP RAIL
(1) ROW AT 2x4 BOT. RAIL
CONT. 2x4 BOT. RAIL- CONNECT
TO FLR. TRUSS W+/ (4)164 NAIL`
(2x4 P.T. IF IN CONTACT W/ CO
ALTERNATE FLR.
w y
RISER -\ 1 7;'16° MIN. STRUCTURAL HALL
T ED ER IN' SHEATHING
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
20 SIP J2 STUDS 9 16" O.C.
3; 4° PLYWOODFLOOR PRE-ENG'D. FLOOR
TRUSSES Q, 24° C.C.
TOP CHORD OF CBCT. CHORD OF
FLOOR TRUSS ; FLOOR TRUSS
GYPSUM BOARD 2x4 DIAPHRAM BLOCKING @ 24' O.C.
NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS
CONNECT TO EA. BOTTOM CHORD W/ (4)
10d NAILS
°HETA20" STRAP 9 24" O.C. PROMDE SOLID 2x4
BLOCKING BETWEEN TOP & BOT. CHORDS 14HERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL.
ALT. DETAIL @FLOOR TRUSS
PARALLEL TO WALL
KOUT- IKUSSLS Uh
AT 24" O.C.-
W'/ (2)16d MIP
TOE -NAILED TO
SIMPsC
2x STUDS A
16" O.C.
FLR. TRUS`.
24" 0.
)F PLAN FOR REQ'D
AT EA. MEMBER
REFER TO HEADER
SCHED. FOR SIZES
IMPSON "DSP"
AT 16" O.C.
LOSS HDR. SPAN
vIPSON "LSTA24"
STRAP AT
R. STUD TO BEAM
x4 OR 2x6 RIM BD. BTWN.
_R. TRUSS -- CONNECT TO
SUSS W/ (4)168 NAILS (2x4)
(6)16d NAILS (2x6)
2x4 P.T. RIM BD. BTWN.
FLR. TRUSS -- CONNECT
0 TRUSS W'/ (4)164 NAILS
DBL. 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
iP AT 24" O.C. MAX. AT
VVIVV. ULVliI\ L/\I. 11ltLL
FLR. TRUSS PERP. TO V�ALL OR
24" O.C. AT GABLE END TRUSS
2—STY. EXT. FRAME
WALL CONNECTOR DETAIL
NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF
SHEATHING TRUSSES AT 24" Q.C.
SHINGLES (ATTACH W/ GALV, METAL ROOFING NAILS PERd 1' PROVIDE CONT FIRE CAULK OR RADIANT
MANUF. INSTALLATION DETAILS) OVER 15� FELT m _ RAKE -TIE BEAM W/ (1) #5 CONT IFIRE WOOL @ROOF SHEATHING BARRIER
(2" SIDE LAP / 4" END LAP AND CAP NAILS w Q :MAINTAIN 2" CLEARANCE AND RAKE BEAM CONSTRUCTION
AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON Q :TO REBAR FROhd TDP OF BEAM JOINT
7;'16' SPAN RATED STRUCTURAL SHEATHING > o z
(SEE ROOF NAILING PATTERN) AND R-38 INSULATION o PRE-ENGINEERED
PRE-ENG'RED ROOF TRUSSES AT 24" O.C. ROOF TRUSSES
HURR. STRAP AT EA. TRUSS
12 AT 24" &C.
SEE ROOF PLAN PER
CONT 2x4 DBL. PLATE W1 ELEV.
SIMPSON SP2 AT EA, STUD 1/2" GYPSUM BD: R-38 INSULATION
'*--1/12" GYPSUM BD. SINGLE'8x8x16 CONC, FOAM CORE FILL INSULATION IN ALL OPEN
i KNOCKOUT ELK. COURSE A CMU WALL CELLS - REFER TO ENERGY
mw kh
DRIP EDGE12" DIAPHRAhI AREA - FILL W/ CONC. AND CALCULATON FOR R -VALUE
OVER FASCIA FASTEN W/ 5d NAILS AT 4" O.C. 0 1-S BAR CONT:
Y 1:/2" DRYWALL OVER DBL 1x2 P.T.
1
REMAINDER AT 7" O.C. o AT 24 O.C. (MAX.)
FASCIA MATERIAL - —' 8x8x16 2 HR. FIRE -RATED
2x4/2x6 SUBFASCIA _ CMU WALL
REFER TO SUED.cc
`
SPECIFICATIONS Y
FOR FASCIA MATERIAL 5 VERT. BAR TIED INTO #5 BAR
R-11 MIN. INSULATION- xOWEL AND TOP COURSE REBAR AT
REFER TO ENERGY CALCULATION EA. REINF. CONC. FILLED BLOCK CELL
o��� r
FOR REQUIRED INSULATION R-VALUEAS LOCATED PER PLANS
CONT. ALUM. a �-
o �3
VENTED SOFFIT 2x4 SYP STUDS AT 16" O.C. E 8'-1 jZ8" WALLS
7/8" THK. CEMENT PLASTER OVER 2X6 SPF STUDS AT 16' O.C. @ WALLS > 8'-1 1/8' H. � 3/4" T&G PLYWOOD FLOOR -NAILED &
3GLUED W'/ 8d NAILS AT 12" O.C. IN FIELD
7'16" MIN. STRUCTURAL WALL 2x6 -CONT. P.T. W,i (1) ROWS
. O 1/4"x 2-3 /4" TAPCONS AT z AND 6' O.C. AT PANEL EDGES
SHEATHING -SEE DETAIL FOR CONT. 2x4 PLATE=12"_0.0.- STAGGERED
REQ'D. NAILING PATTERN r PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
' 3f4" T&C PLYWOOD FLOOR -NAILED & 3/4" PLYWOOD N AREAS NO GREATER THAN 500 S.F.
CONT. 2x4 TOP RAIL -CONNECT jr GLUED W'/' 8d NAILS AT 12" O.C. IN FIELD DECKING
TO FLR. TRUSS W/ (4)164 NAILS ,' AND 6" O.C. AT PANEL EDGES
2X4 WOOD BLOCK BY PROVIDE DRAFTSTOPPING TO SEPARATE
TRUSS MANUFACTURER CEILING AREAS NO GREATER THAN 500 S.F.
CONT. 2x4 PT BOTTOM RAIL -CONNECT
TO FLR: TRUSS W;/ (4)168 NAILS CPRE-ENG'RED. FLR: TRUSSES AT
P -ENG TRU ES DOUBLE 8x8x16 CONIC: 24" O.C. {MAX:� STAGGERED
CONTINUOUS PVC MID WALL 24" O.C. h4r„'. 'ItNOCKt7UT ELK. COURSE p BTWN. ADJ. UNITS
( fILL WI CONC. AND 1/2 GYPSUM ED.
STUCCO WEEP SCREED i 1 15 BAR CONT.
1 jam” GYPSUM BD.
SIMPSON "HETA20" AT Ek. TRUSS 0" 518" TYPE "X" CY'P. BD.
FILL ALL HOLES WI NAILS h 7 GARAGE CEILING W� v CORE -FILL 500 FOAM INSULATION 1N
TRUSS PARRALLEL TO WALL -STRAP AT DIAPHRAM AREA % = c� ALL OPEN CMU WALL CELLS
( FASTEN W;/ 5d NAILS AT 4" Q.C. LIVING AREA ABOVE) 3
EA. VERT. CHORD (24" O.C. MAX.) REMAINDER AT 7" O.C.
8x8x16 CONC, KNOCKOUT BLK. 1 �2 DRYWALL OVER DBL. 1x2 P.T.
TOP COURSE - FILL W CONIC. ii FRE-ENC'RED. PRECAST CONIC. LINTEL o a A (MIN.) AT 24" O.C. (MAX.)
ii ABV. TIP. WDW. AND DOOR OPNGS.
AND 1-5 EAR CONT. SEE PLANS FOR LOCATIONS AND TYPESY 8x8x16 2 HR. FIRE -RATED
CMU WALL
1/2" DRYWALL OVER ix2 P.T. (MIN.)
co
Z AT 24" O.C. (MAX.) o ,5 VERT: BAR TIED INTO V BAR
i CORE -FILL 500 FOAM INSULATION IN ALL OWEL AND TOP COURSE REBAR AT
i
i
OPEN CMU WALL CELLS - REFER TO - AS LOA. CATED FILLEDNF. CONC. BLOCK CELL
AIFD PER PLANSii ENERGY CALCULATION FOR R -VALUE
iiR5 VERT. BAR TIED INTO 5_ BAR
1/2" EXTERIOR PORTLAND DOWEL AND TOP COURSE REBAR
CEMENT PLASTER OVER i AT EA. REINF. CONC. FILLED BLOCK # J
8" C.M.U. CELL AS LOCATED PER PLANS
3 1/2" MIN. CONC. SLAB
PRECAST 1'JDW'. SILL -TYP. AT �(256C PSI) W/ FIBERMESH
t STD. WrDVd. QPNG. N OR 6x6 10/10 W1i4,I OVER
T VAPOR BARRIER
J
IIIA -
N ud A �3 f1/12" MIN. CONIC. SLAB (2500 PSI} —CLEAN COMPACTED
MIN. W FIBERMESH OR 6x6 10 /10 WV,M • • EARTH FILL
OVER VAPOR BARRIER
MONOLITHIC SLAB FOOTING
n
FINISH GRADE PER SLAB PLAN
CLEAN COMPACTED
EARTH FILL
n5 BAR DOWEL TIED TO MONOLITHIC SLAB EDGE
FTC. REBAR AT EA. 20" FOOTING PER SLAB PLAN
REINF. FILLED CELL AS MIN.
LOCATED PER `LAB PLAN TYP. UNIT SEPARATION WALL SECTION AT ROOF
TYP. EXT. 2 -STORY WALL SECTION D3 TRUSS PARRELLEL TO FRAME WALL
SCALE: 1
SCALE: 1/2"4-0"
/2"=1'-O"
LATEST REVISION
DATE TO MASTER:
02-20-12
*�' U 000
O} z
0
/r[ E 1 1 T
<V F 1 e � O��
2
CONNECT CARRIAGE 0 L U
�rc
o
M
o
/
(2)10d TOE -NAILED COMMONS
Q
o -
x z
/
STAGGERED EA. SIDE
L.� S
O
L� d
-,
U)
IJJ
W
Op
W
I
`-
off.
JL
¢ LL
a
�o
CONNECT PLY'W'D. RISER TO
-
w�
OO
o z
z
Q
TREAD WITH (4) 8d NAILS
LLo
W
�
=
X
S W
�
o
/ 2x12 CARRIAGE AT SIDES AND
00
m
CONSTRUCTION SHAM BE
/ CENTER OF STAIRS WITH 2x6
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
/ SPACER AT SIDE WALLS
M/1 ORLANDO
CONNECT SPACER TO EA. STUD
W'/ (2) 10d COMMONS
/
20 P.T.
/
KICK PLATE
TYPICAL STAIR SECTION
SCALE: N.T.S.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
20 SIP J2 STUDS 9 16" O.C.
3; 4° PLYWOODFLOOR PRE-ENG'D. FLOOR
TRUSSES Q, 24° C.C.
TOP CHORD OF CBCT. CHORD OF
FLOOR TRUSS ; FLOOR TRUSS
GYPSUM BOARD 2x4 DIAPHRAM BLOCKING @ 24' O.C.
NAILER CONTINUOUS ACROSS 1st (2) TRUSS BAYS
CONNECT TO EA. BOTTOM CHORD W/ (4)
10d NAILS
°HETA20" STRAP 9 24" O.C. PROMDE SOLID 2x4
BLOCKING BETWEEN TOP & BOT. CHORDS 14HERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL.
ALT. DETAIL @FLOOR TRUSS
PARALLEL TO WALL
KOUT- IKUSSLS Uh
AT 24" O.C.-
W'/ (2)16d MIP
TOE -NAILED TO
SIMPsC
2x STUDS A
16" O.C.
FLR. TRUS`.
24" 0.
)F PLAN FOR REQ'D
AT EA. MEMBER
REFER TO HEADER
SCHED. FOR SIZES
IMPSON "DSP"
AT 16" O.C.
LOSS HDR. SPAN
vIPSON "LSTA24"
STRAP AT
R. STUD TO BEAM
x4 OR 2x6 RIM BD. BTWN.
_R. TRUSS -- CONNECT TO
SUSS W/ (4)168 NAILS (2x4)
(6)16d NAILS (2x6)
2x4 P.T. RIM BD. BTWN.
FLR. TRUSS -- CONNECT
0 TRUSS W'/ (4)164 NAILS
DBL. 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
iP AT 24" O.C. MAX. AT
VVIVV. ULVliI\ L/\I. 11ltLL
FLR. TRUSS PERP. TO V�ALL OR
24" O.C. AT GABLE END TRUSS
2—STY. EXT. FRAME
WALL CONNECTOR DETAIL
NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE-ENG'RED ROOF
SHEATHING TRUSSES AT 24" Q.C.
SHINGLES (ATTACH W/ GALV, METAL ROOFING NAILS PERd 1' PROVIDE CONT FIRE CAULK OR RADIANT
MANUF. INSTALLATION DETAILS) OVER 15� FELT m _ RAKE -TIE BEAM W/ (1) #5 CONT IFIRE WOOL @ROOF SHEATHING BARRIER
(2" SIDE LAP / 4" END LAP AND CAP NAILS w Q :MAINTAIN 2" CLEARANCE AND RAKE BEAM CONSTRUCTION
AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON Q :TO REBAR FROhd TDP OF BEAM JOINT
7;'16' SPAN RATED STRUCTURAL SHEATHING > o z
(SEE ROOF NAILING PATTERN) AND R-38 INSULATION o PRE-ENGINEERED
PRE-ENG'RED ROOF TRUSSES AT 24" O.C. ROOF TRUSSES
HURR. STRAP AT EA. TRUSS
12 AT 24" &C.
SEE ROOF PLAN PER
CONT 2x4 DBL. PLATE W1 ELEV.
SIMPSON SP2 AT EA, STUD 1/2" GYPSUM BD: R-38 INSULATION
'*--1/12" GYPSUM BD. SINGLE'8x8x16 CONC, FOAM CORE FILL INSULATION IN ALL OPEN
i KNOCKOUT ELK. COURSE A CMU WALL CELLS - REFER TO ENERGY
mw kh
DRIP EDGE12" DIAPHRAhI AREA - FILL W/ CONC. AND CALCULATON FOR R -VALUE
OVER FASCIA FASTEN W/ 5d NAILS AT 4" O.C. 0 1-S BAR CONT:
Y 1:/2" DRYWALL OVER DBL 1x2 P.T.
1
REMAINDER AT 7" O.C. o AT 24 O.C. (MAX.)
FASCIA MATERIAL - —' 8x8x16 2 HR. FIRE -RATED
2x4/2x6 SUBFASCIA _ CMU WALL
REFER TO SUED.cc
`
SPECIFICATIONS Y
FOR FASCIA MATERIAL 5 VERT. BAR TIED INTO #5 BAR
R-11 MIN. INSULATION- xOWEL AND TOP COURSE REBAR AT
REFER TO ENERGY CALCULATION EA. REINF. CONC. FILLED BLOCK CELL
o��� r
FOR REQUIRED INSULATION R-VALUEAS LOCATED PER PLANS
CONT. ALUM. a �-
o �3
VENTED SOFFIT 2x4 SYP STUDS AT 16" O.C. E 8'-1 jZ8" WALLS
7/8" THK. CEMENT PLASTER OVER 2X6 SPF STUDS AT 16' O.C. @ WALLS > 8'-1 1/8' H. � 3/4" T&G PLYWOOD FLOOR -NAILED &
3GLUED W'/ 8d NAILS AT 12" O.C. IN FIELD
7'16" MIN. STRUCTURAL WALL 2x6 -CONT. P.T. W,i (1) ROWS
. O 1/4"x 2-3 /4" TAPCONS AT z AND 6' O.C. AT PANEL EDGES
SHEATHING -SEE DETAIL FOR CONT. 2x4 PLATE=12"_0.0.- STAGGERED
REQ'D. NAILING PATTERN r PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
' 3f4" T&C PLYWOOD FLOOR -NAILED & 3/4" PLYWOOD N AREAS NO GREATER THAN 500 S.F.
CONT. 2x4 TOP RAIL -CONNECT jr GLUED W'/' 8d NAILS AT 12" O.C. IN FIELD DECKING
TO FLR. TRUSS W/ (4)164 NAILS ,' AND 6" O.C. AT PANEL EDGES
2X4 WOOD BLOCK BY PROVIDE DRAFTSTOPPING TO SEPARATE
TRUSS MANUFACTURER CEILING AREAS NO GREATER THAN 500 S.F.
CONT. 2x4 PT BOTTOM RAIL -CONNECT
TO FLR: TRUSS W;/ (4)168 NAILS CPRE-ENG'RED. FLR: TRUSSES AT
P -ENG TRU ES DOUBLE 8x8x16 CONIC: 24" O.C. {MAX:� STAGGERED
CONTINUOUS PVC MID WALL 24" O.C. h4r„'. 'ItNOCKt7UT ELK. COURSE p BTWN. ADJ. UNITS
( fILL WI CONC. AND 1/2 GYPSUM ED.
STUCCO WEEP SCREED i 1 15 BAR CONT.
1 jam” GYPSUM BD.
SIMPSON "HETA20" AT Ek. TRUSS 0" 518" TYPE "X" CY'P. BD.
FILL ALL HOLES WI NAILS h 7 GARAGE CEILING W� v CORE -FILL 500 FOAM INSULATION 1N
TRUSS PARRALLEL TO WALL -STRAP AT DIAPHRAM AREA % = c� ALL OPEN CMU WALL CELLS
( FASTEN W;/ 5d NAILS AT 4" Q.C. LIVING AREA ABOVE) 3
EA. VERT. CHORD (24" O.C. MAX.) REMAINDER AT 7" O.C.
8x8x16 CONC, KNOCKOUT BLK. 1 �2 DRYWALL OVER DBL. 1x2 P.T.
TOP COURSE - FILL W CONIC. ii FRE-ENC'RED. PRECAST CONIC. LINTEL o a A (MIN.) AT 24" O.C. (MAX.)
ii ABV. TIP. WDW. AND DOOR OPNGS.
AND 1-5 EAR CONT. SEE PLANS FOR LOCATIONS AND TYPESY 8x8x16 2 HR. FIRE -RATED
CMU WALL
1/2" DRYWALL OVER ix2 P.T. (MIN.)
co
Z AT 24" O.C. (MAX.) o ,5 VERT: BAR TIED INTO V BAR
i CORE -FILL 500 FOAM INSULATION IN ALL OWEL AND TOP COURSE REBAR AT
i
i
OPEN CMU WALL CELLS - REFER TO - AS LOA. CATED FILLEDNF. CONC. BLOCK CELL
AIFD PER PLANSii ENERGY CALCULATION FOR R -VALUE
iiR5 VERT. BAR TIED INTO 5_ BAR
1/2" EXTERIOR PORTLAND DOWEL AND TOP COURSE REBAR
CEMENT PLASTER OVER i AT EA. REINF. CONC. FILLED BLOCK # J
8" C.M.U. CELL AS LOCATED PER PLANS
3 1/2" MIN. CONC. SLAB
PRECAST 1'JDW'. SILL -TYP. AT �(256C PSI) W/ FIBERMESH
t STD. WrDVd. QPNG. N OR 6x6 10/10 W1i4,I OVER
T VAPOR BARRIER
J
IIIA -
N ud A �3 f1/12" MIN. CONIC. SLAB (2500 PSI} —CLEAN COMPACTED
MIN. W FIBERMESH OR 6x6 10 /10 WV,M • • EARTH FILL
OVER VAPOR BARRIER
MONOLITHIC SLAB FOOTING
n
FINISH GRADE PER SLAB PLAN
CLEAN COMPACTED
EARTH FILL
n5 BAR DOWEL TIED TO MONOLITHIC SLAB EDGE
FTC. REBAR AT EA. 20" FOOTING PER SLAB PLAN
REINF. FILLED CELL AS MIN.
LOCATED PER `LAB PLAN TYP. UNIT SEPARATION WALL SECTION AT ROOF
TYP. EXT. 2 -STORY WALL SECTION D3 TRUSS PARRELLEL TO FRAME WALL
SCALE: 1
SCALE: 1/2"4-0"
/2"=1'-O"
LATEST REVISION
DATE TO MASTER:
02-20-12
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