HomeMy WebLinkAbout2700, 2702, 2704, 2706, 2708, 2710, 2712 River Landing Dr (a)LEXINGTON
UNIT IIA"
4' GALV. MTL. OFF -RIDGE VENT
MEAN ROOF HEIGHT
+23'-5"
TOP OF ",ND STY.
4YALL PLATE
0
21qd STY. FIN. FLP,.��_
10'-3-3/4" 1 SQUARE HOOD
>< c,� ROOF VENT
TOP OF IST STY. SLOPE 5:12
BLK. WALL j _
TOP OF SLAB '
+D' O' - — — — —
C.J.
4'-0"
MIN. TYP. ALL
PRINCETON
UNIT "B"
4' GALV. MTL. OFF -RIDGE 1,E1)T �•
4-D' 4-0"
WN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SHINGLE ROOFING
4' GALV. M1. OFF -RIDGE VENT
4'-D° t. 4'-0"
MIN. TYP. ALL UNITS1 MIN. TYP. ALL UNITS
SLOPE 5:12
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SARATOGA
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4' GALV. M1. OFF -RIDGE VENT
4'-0" 4'-0„
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
SLOPE 5:12
PRINCETON
UNITP,EP,
4'-0" -0'
MIN. TYP. ALL UNITS f MIN. TYP. ALL UNITS
I
-� 4' GALV. 4,Ri . OFF -RIDGE VENT '
SHINGLE ROOFING
PRINCETON
UNIT PPE41
GALV. 411. OFF -RIDGE VENT
-D”
MIDI. TYP. ALL UNITS
LEXINGTON
UNIT "All
4' GALV. MTL. OFF -RIDGE VENT
MEAN ROOF HEIGHT
1.23'-5„
SHIJOLE \OOFING
8"4d. SCORLD LINL p
;'ALONG SOFFIT - TYP. 3' 9. SCOPED LINE WALL PLATE
ALONG SOFFIT - Tl'P. 10, OF 2ND STY.
'--------------- ----- —-- ,
-------------- — --- +13'-97/3'
I
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3"W. SCORED
BAND .AT
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— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —i — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — „ — — — —
I TOP OF 1ST STY.
C.J. C.J. C.J. SLOPE 5:12 BLaK_�UALL
Im
TEXTURED ';BALL FINISH
3"14'. SCOPED
BAND AT
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3"W. SCORED
BAND AT
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SIDE ELEVATION B - " LEXINGTON" UNIT -
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I
TEM RED WALL FINISH
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BAND AT
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TEXTURED WALL FINISH
------------ -- --—OPOFSLAB
+0 -D"
(REF. ELEV.)
REAR ELEVATION
1/4" = 1' -0 -
SIDE ELEVATION B - "LEXINGTON" UNIT,
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LATEST REVISION
DATE TO MASTER:
02-20-12
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(REF. ELEV.)
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SIDE ELEVATION B - "LEXINGTON" UNIT,
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DATE TO MASTER:
02-20-12
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2 of 14
M/I ORLANDO
153'-6"
23'-0" 22'-5'
12'-5"-2 -0 2 -2 1 `2" 1,.-13,. f-
10"
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r CD25 12080 SCD 12080 SGD 12080 SGD
I 9'-4" CLU. HT. 38.5 141.0 41.0 41.0
SII ! II IImlIs
9080 SGD
I1'-8' 41.0
10' 4 1/,,, 2°
-�,------- 21'-61/2„
4'-10"
4'-10"
F:� 110
�gm
22'-6`
CONC.
PATIO 'N/ THK.
EDGE
12080 SGD
41.0
0
cc
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9'-4" CLG. HT. 9'-4' CLG. HT. 9'-4" CLG. HT. DINING 9'-1" CLG, HT.
DINING1:11 DINING DINING CARPET 9'-4" CLG, HT.
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LIVING LIVING
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9'-4" CLG. HT.
LIVING_, 36" couNT R
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1 1 HANDRAIL 5 SH. I 1 NICHE _ I I \ I 9'-4' CLG. HT. HUTCH
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1� 42" OPNc_ - - -
5 SH. , 9'-4 CLG. HT. �8
! i I - 5 SH.11 N I 2668 1 6' 5 SH.
TEL/CABLE I t I i - - ►
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UP
2868 LL68 PANEL I I I i TEL,CABLE
I t I BRG. WALL E TEL/GABLE a J TEL; CAB. 20 411N
PANEL 2868 I 4 B,G. IVALL p ,T �, LBP,G. WALL TEL/G BLE
zH 2863 PANEL P.�NEL I
ANCHOR W.H. EIRE DR. o
ro I SEE SHEET 5 FOR i i i BARRIER �tTl. I UP N N UP I UCH 0(:j
H PANEL L8h3 N
STAIR SECTION I I I I I UP _
POST TO SLAB BRG. WALL
-1 1/�° DETAILS - - - 20 h11N 1 (
2068 20 MIN 20 MIN
ANCHOR W.N• FIRE DR. D u�a , _ WINDOW SEAL-
- 20 MIN DBL 2X12 SYP FIRE D,,. ANC v.H. 8 `� o BARRI n MTt. DBL 2ti2 S1P -�
� BARRIER MTL. � 14" ,ABV. I ANCHt,�, w.H. FIRE DR.
r r POST TO SLAB _ - - DBL 2X12 SYP BARP,IER M -1L. N n
, IRE DR. HDR WI 3 2363 F2 HDR W� } POST TO STAB 6 LANDING POST TO SLOB -
1 SH' SEE STUDS E.A. END x°\y ° STUDS EA. SND-" i0'-5" - 0 \HDR Wall IM / 3 ° 2868
Alt LA. LNO
2863 NOTE # 10'-8" 5'-1 112 �� UU i.2„ °�
5'-2 _ -L 5'-1 1; L 10'-3" 3040 TEMP FG �"
PROVIDE (1) LAYER OF 1'-8" 10'-8" 5'-1 1% 5 _2
5'-0" 5/8" TYPE \ GYP BD. PROVIDE (1) LAYER OF PROVIDE (1 LATER OF PROVIDE 1) LAYER OF 4
BATH 3 ° AT GARAGE CEILING AND 513° TYPE "X" GYP BD. DR. P 518° TIDE X" GYP BD. 5/ ( X' PROVIDE (1) LAYER, O. _
3068 3068 $" TYPE GYP BD. - 5/3 TYPE X bYP BD. 3468
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GARAGE FRAME WALLS 1 12" GYP. BD. AT _ _ _ _0_ _
48.6 9 M-4CLGI NT.
1 /?" �l' . BD. A I 1 1`2 Y P. BD. AT - � GYP. BD. AT
G j�G� GARAGE FRAME WALLS 6 o a I o ! I I ® G,AP,AGE FRAME WALLS GARAGE RAh,IE WALLS ENTRY GAAGE FRAME WALLS
2�6 J`j GARAGE WALL cc
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m = la' -4" N 3., E ABOVE -3"1
5'-7"
9'-4" CLG. HT. _ ENTRiff
Y ENTRY = 9'-4" GLG. HT. 9'-4" GLC. HT. - - - - - - - - - - - - 9' CLG. HT. ENTRY
a X o 8' W. FLAT o
m m 1 SOFFIT 9-1' CLG. HT. 9'-4" CLG. HT. 8)7. FLAT
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F--------- T
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P.C.LINTEL W - - Z--------
-------- -- - - ----- - BLK.COURSEAV.
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CO I I 8x8 BLK. COURSE ABV. BLK. COURSE ABV. L'x8 I I - -1- - - - - COL I 18x3 P.C. LINTEL W
W BLKLK.. I I BILK. COURSE ABV.
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I■ I® I I �t III I I 1 8070 OVERHEAD Q.
39.6 8070 OVERHEAD DR ® a!Jill, !� ml d iml
38.5 m 8070 OVERHEAD DR. 8070 OVERHEAD DR.
®®39.6 39.6 39.6
1'-5 1/2'
W-31 2" 9'-11' '-11112" a'
i
22'-0 1/2' 21'-10 1,/2" 21'-10 1;x`2" 21'-10 1 /'2"
LEXINGTON PRINCETON PRINCETON SARATOGA
UNIT "A" UNIT "B" UNIT "B" _ UNIT "C"
21'-10 1/2"
PRINCETON
UNIT "B'{
22'-6"
, 1 , 4'-10'
2x4 DRYWA
SHE
rKfiv�t i Uiv
UNIT "B"
L R n A A rt p-
DETAIL
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r
2'-2 1/2'
CONC.
PATIO IN/ THK.
EDGE
0
12x12 BLK. 12x12 BLK.
AC COL COL
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CD) �m------------/ �� o
CD25 o I I LANAI BILK. CLOURSE ABV.
38.5 9'-4' CLG. HT.
9080 SGD
41.0 -8°1
Awl
9'-4' CLG. HT.
DINING
CARPET
5!3 TYPE X CYP SO.
AT GARAGE CEILING AND
CV
'
TA
?'-4" CLG. HT.
cDNc.
°
BATH 3
PATIO W;'
THK.
UNIT
I A
BLDG.
TOTAL
LIVING
EDGE(9
9'-4" CLG. HT.
-
GARAGE
,4C
734
834
5284
0
946
9011
(
-4 CLG. HT.
_ ___-,
-- --� I 34
1/291. 2x
12080 SGD
6-3585
TOTAL LIMING
1780
1635
1635
IIIKNEE
41.0
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1780
= Z
EPITRY4O
51
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9'-4" CLG. HT.
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- 9'-4" CLG. HT.
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CARPET
TOP
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9'-4" CLG. HT
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i2'-8"
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8'-101/2'
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WALL SLOPED
2663
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1
`Wr' STAIRS 1/2' 3,-�
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36"
C25 SLK.
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I
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H
II
,
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20 MIN
DEL 2X12 SYP
2868 HDR 'NI 3�
FIRE DR.
4NCHOR VI.H.
BARRIER VIL.
POST TO SLAB
STUDS EA. END
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3068
9'-4" CLG. 4.
PROVIDE (1) LAYER OF
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t
t
►411 , 30685/3"
TYPE GYP BD.
1?X
9'-4" CLG. HT. 48.6
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IM
c' GARAGE FRAME WALLS
5-7""
GARAGE
ENTRYY
9'-4" CLG. HT.
8"W. FLAT
9'-4" CLG. HT. SOFFIT
F
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t I 1 I PANEL ;
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I I I I STAIR SECTION
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20 MIN
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f
-
I
m
SEE
4 SH. i
8070 OVERHEAD DR.
2868
PROVIDE (1) LAYER OF
V
39.6
_5 1/2' 1
11'-3 1/2"
21'-10 1;'2"
2x4 DRYWA
SHE
rKfiv�t i Uiv
UNIT "B"
L R n A A rt p-
DETAIL
UNITS "B" ' "C" / "D"
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2'-2 1/2'
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PATIO IN/ THK.
EDGE
0
12x12 BLK. 12x12 BLK.
AC COL COL
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CD25 o I I LANAI BILK. CLOURSE ABV.
38.5 9'-4' CLG. HT.
9080 SGD
41.0 -8°1
Awl
9'-4' CLG. HT.
DINING
CARPET
WDW, ROUGH
OPNG. NOTE
36118x63
WVDTH x HEIGHT
(IN INCISES)
LEXINGTON
UNIT"All
AREA
5!3 TYPE X CYP SO.
AT GARAGE CEILING AND
CV
'
TA
?'-4" CLG. HT.
i5-0"
°
BATH 3
UNIT
B
i !2" CYP. SO. AT
GARAGE E NME WALLS
UNIT
I A
BLDG.
TOTAL
LIVING
834
9'-4" CLG. HT.
734
GARAGE
734
734
834
5284
0
946
9011
(
-4 CLG. HT.
_ ___-,
-- --� I 34
1/291. 2x
CARPETo
6-3585
TOTAL LIMING
1780
1635
1635
IIIKNEE
WALL
1635
1780
= Z
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51
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51
40
358
t=
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230
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TOP
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8070
OVERHEAD DR. i
39.6
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-
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m 38.5
yoh -
m [Isla
iz
3'-3 i'2' s-�
36"
C25 SLK.
I
5 SH.
HANDRAIL
,
26.4 ICUOL
'FOYER
I
D E R
3068
9'-4" CLG. 4.
ISH
t
t
9'-1 CLG, HT.
48.6
1?X
2
I i i I
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L
42" OPNG.
TLL / CABLE
t I 1 I PANEL ;
L865 \
?863
ANCHOR �Iv.H.
BARRIER M -1L.
POST TO SLAB
I I
I t I I SEE SHEET 5 FOR
I I t I 4 (
I I I I STAIR SECTION
a
11
I (;
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a
8"
5'-1
1 r'2'
2063
20 MIN
ARE DR.
-
SEE
4 SH. i
MOTE 14
2868
PROVIDE (1) LAYER OF
V
WDW, ROUGH
OPNG. NOTE
36118x63
WVDTH x HEIGHT
(IN INCISES)
LEXINGTON
UNIT"All
AREA
5!3 TYPE X CYP SO.
AT GARAGE CEILING AND
o
TA
S UNIT
LB A
i5-0"
°
BATH 3
UNIT
B
i !2" CYP. SO. AT
GARAGE E NME WALLS
UNIT
I A
BLDG.
TOTAL
1st STY. LIVING
834
9'-4" CLG. HT.
734
GARAGE
734
734
834
5284
0
946
9011
901
-4 CLG. HT.
901
26-
WALL
m a
6-3585
TOTAL LIMING
1780
1635
1635
1559
1635
1635
1780
= Z
EPITRY4O
51
51
¢fix
C>
51
51
40
358
t=
�C-1
238
230
BRG.- ALL--
- - -
230
I
2381
1532
LANAI
41
NA
(
I
o
9'-4" CLG. HT
1 411
82
' 4J
2099
1915
1916
18891
1916j
1916
msZ
U U
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I
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- -
- --- -- -I
W
I
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,--.w
ZW�
8070
OVERHEAD DR. i
39.6
I III I I i
-
m 38.5
m [Isla
WDW, ROUGH
OPNG. NOTE
36118x63
WVDTH x HEIGHT
(IN INCISES)
LEXINGTON
UNIT"All
AREA
DATE TO MASTER:
TA
S UNIT
LB A
UNIT
B
UNIT
B
UNIT
C
UNIT
B
UNIT
B
UNIT
I A
BLDG.
TOTAL
1st STY. LIVING
834
7541
734
580
734
734
834
5284
2nd STY, LIVING
946
9011
901
889
901
901
946
6-3585
TOTAL LIMING
1780
1635
1635
1559
1635
1635
1780
11669
EPITRY4O
51
51
84
51
51
40
358
GARAGE
238
230
230.1
2351
230
230
2381
1532
LANAI
41
NA
NA
NA I
NAI
NA
1 411
82
TOTAL U.R.
2099
1915
1916
18891
1916j
1916
2099
13751
1st STY. FLOOR PLAN
1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DliMENSIONED TO BE 3 112" WIDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ,ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED.
J. ALL FULL HEIGHT BLOCK WALLS IN17H NO OPENINGS BTINN. 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. INFORMATION
5. Cl INDICATES FILLED REINFORCED VERTICAL BLOCK CELL - CONT. FROM FOOTING TO C. I.U. TOP COURSE
6. INDICATES 8" CMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB.
7. INDICATES 2 -HR. FIRE SEPARATION WALL B-h'IN. 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.
8. PROVIDE UL TESTED FIRE CAULKING ON .ALL ELECTRiCALAILIMBINC ,AND MECHANICAL PENETRATION THROUGH RATED
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 CLASS 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 CHANCE ORDERS FOR FLOOR FINISHES.
15. PROVIDE PORTABLE ARE EXTINGUISHERS (FE) IV% WALL MOUNTED HANGERS AT LOCATIONS SHOWN.
LATEST REVISION
m
DATE TO MASTER:
02-2Q-12
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_ uINi I H _ UIVI 1 0 w wUNI I "b" _ _ UNI I ..U.. - UIVI I ''b" - _ UNI I t5. v1411 I h -
PLA`
E PANDECI IVIL It1L L.`1 I I I I I VLf\
ll\I�_Ulll IQ P+1\7-1 ? /'115" AIRF PFT11Pf1,+ IT CI-IFATl-III\I(_
BOLT INSTALLATION NOTES;
PLUMB'C
STACK
24' VOID
WASHER
BOX
PLACE DBL. - _ DBL WALL
STUD ADJ. TO STUD
VENT PIPE
STUD SPACING
IV/ 1"' RNID. �NASHER
Ira. DRILLED &
CLEANED HOLE (4'' iti11N. DIBED INTO CIU WALL)
3" KILN. EDGE DISTANCE
BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
7P. CMU TO FRAME WALL DETAIL ATS`*EPArO,/JION WALL
SCALE: 3"=1'-O"
WDW.ROUGH
OPNG. NOTE
36718x63
WIDTH x HEIGHT
(IN INCHES)
2nd STY. FLOOR PLAN
1'4„ = 1'-0"
WALL LEGEND_
INDICATES 24 BEARING WALL W,/ QUICK TIE SYSTEM HOLDDOYMS FROM TOP OF IST
STORY BLOCK WALL TO SECOND STORY TOP PLATE. SLE SHEET 11 FOR ADD'L.
INFORMATION
NDICATES 2x4 BEARING MALL ,ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL
#5 ON SHT. 12
INDIC,ATL 2 -HR. FIRE SEPARATION WALL BAN. UNITS. SEPARATION WALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY
ROOF DECKING. NO ELECTRICAL, PLUMBING, �.IECHANICAL, OR OTHER BLDG. SERVICE
SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION
WALL DETAIL(s) FOR ADDITIONAL INFORMATION.
jj
I"1
22'-6" 22'-6' 22'-6" 22'-6" 22'-6" 54
UNIT
A
UNIT
B
UNIT
B
UNIT
C
8'-8"
2'-1D"
2'-10'
13'-4"
12'
3"
13'-4'
2'-10"
4'-4"
14'-2"
731
3040
-
IEM, .
FIXED
385
13'-4"
12'
3"
l;i-4"
2'-10"
2'-10"
3'-8"
5'-3'
6'-3"
6385
TOTAL LIVING
1780
36" KNEE WALL W/
TEMP. CLS. AB04'E
PRE -FAB , n
,I :�S;t3�
BASE
3040
TEMP.
FIXED
385
1559
36" KNEE WALL W/
;040 -TEMP. GLS. ABOVE
TEh.IP.
FIXED I PRE -FAB 48X3L
185-SHO�lER BASE
1
.,L 40HP,
EGRESS
37.7
1 1780
36" KNEE WALL W/
TEMP. GLS. ABOVE
5040HR
,2
EGRESS PRE -FAB 48X�L
37.7 SHOWER BASE
3040
TEMP.
FIXED
385
3040
TEMP.
FIXED
385
36" KNEE WALL W'/
r TEMP. GLS. ABOVE
� 50 . JNR
Pa - t a ^
,�� „E FAB 48X32 �G,���
'-SH011lER BASE 37.7
�
35" KNEE WALL W/
,r TEMP. GLS. ABOVE 1 a
r J , OH.,
r PRE -FAB 48;132 EGRESS
�SHOW'ER BASESHOWER
of
84
:,Q40HP
EGRESS
35' KNEE ','TALI_ W/
TEMP. GLS. ABO)r 3040
a
-n TEhi, .
PRE -FAB 4��tSc FIXED
BASE
40
3040
TEh1P.
FIXED
36" KNEE WALL W/
rTEhiP. GLS. ABOVE
r
2
PRE -FAB 13;t3�SHC4VIER
/FSHOWER BASE
238
2301
230
ROOF BELOW
ROOF BELOW
1 250
1
N
EGRESS
�" �'`
0
'J
SH305Q
EGRESS
ROOF
I
BELOW
1632
5040HR
EGRESS
37,7
41
NA I
NA
NA
®
■
I NA
411
82
TOTAL U.R.
2099
ID
ID
ID
o
N
o
5'-0" CLG. HT.
FASTER
CARPET
12'-1 i/2
19151
D�
20991
-
®
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O
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.�
TEMPS 2663
GLS
IUB.SH3L50
BATH
-3 112'
I( 3'-0" CLG. HT.
I I j�
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CARPET
1 i'-11 1 /2'°
®
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EG SSS
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3:
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CLS II 11-3
g (I
_363
BATH;�.1ATH
-
3-0
_a" II U IASLTE R
CARPET
2468 I I
3'-2'
2x6
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F--�F-
PLL
J 6"
L - - J L - - J 2663_ rvi
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H, ND AIL o
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/ 5 -Q
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138.5
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MASTER
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12'-1 112"
-
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MASTER
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12'-1 1!2"
o
TEMPS
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2668
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TEMP
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I I 2665 �'
f. BATH
v
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2668
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BATHO"L
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246
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co
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3'-51;2°
i -
;� -
O _ , "
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A,HII 3-51/2
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4 1/2° c6�0
li BELO'a
I-
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2488 � AC 26603
_ 3'-D" CLG. H.T.®
CHASE ^,_v
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r CARPET
10' -ii 1`2" 0'-51/2"
3'-0" CLG. HT.
o BED D
CARPET ,f
4X6 LVL POST BRG.
s BLK WALL BELOW
N
5040HR
= EGRESS ROOF BELOW o
`r 37.7
1 o (
5040HR '
EGRESS I
I -
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BOOL BELO4'
------ ------
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5'-5 112"
5'-11" 11'-�
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- -
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- -
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- -
- -
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-
66
2 ?
2668 ------------------
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- - - -
- - -
5058
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10'-9"
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2665
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5053
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653
_
7'
5063
10'-10"
1Q'-10"
3'-0" CLG. HT.
BED 2
CARPET
8'-0" CLG. HT.
BED 3
CARPET
8'-O" CLG. HT. 8'-0" CLG. HT.
BED 3 BED
CARPET CARPET
i
4X(6 LVL POST BRO.
� BLK WALL BELOW o
BRG. WALL A
EXTEND SHAFT
WALL INTO
OVERHANG TO
IGN ABV. SOFFIT
EXTEND SHAFT
WALL INTO
OVERHANG TO
ALIGN ABV. sOF
3'-D' CLC. HT.
BED 2
CARPET
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IT
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BED 3
CARPET
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=
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BED 3
CARPET
8'-0" CLG. HT.
BED 2
CARPET
®_
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3'-0' CLG. HT.
BED 3
CARPET
3'-0" CLG. HT.�
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A
EXTEND SHAFT
WALL INTO
OVERHANG TO
IGN ABV. SOFFIT
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ALIGN ABV. SOFF T
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CARPET
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BED 3
CARPET
--- - - - - - -
®
I
I
®
I
I
I
5040HR
EGRESS
I 37.7
ROOF LOW
------
�°
I SH3050
I EGRESS
I 35.5
I
LINE OF IST STORY
- - -
�X(TERI�'rIALL
10'-11"
11'-7"
SH3050
EGRESS
33.5
I 5D40HR
I EGRESSco
I 37.7
f
! I
_ � _
LINE
EXTERIOR W,aLL
11-0 1,'`2"
-
- - - -
®
1
-
N
-
- - - - -
5040HR
EGRESS
?.,
I
I
LINE OF IST STORY_
EXTERIOR WALL
11'-0 112"
SH3050
EGRESS
38.5
11'4'
SH3050 I
EGRESS I
38.5 I
I
I
LINE OF IST STORY
_ �XTTERI�N�CL-
10-11
5040HR
EGRESS
37.7
ROOF BELOW
------
I
I
I
i
SH3050
EGRESS
I 38.E
- - - - - -
- - - - - - -
I LINE OF 1ST STORY
SH3050
EGRESS
33.5
-FSE- _
I
- -
I
EGRESS
-ROOF-B1L41'1- ---
6-0 1/2"
- - - - - - -
I
LINE OF IST STORY
EXTERIOR WALL
11'-4"
Sy 050
EtiRESS
- - - - - - -
_
-
5'-11"
EXTERIOR, YALE
11'-4"
5'-5"
11'-5
1/2"
5'_5°
5'-11"
5'-0 1/2"
7 5/1
LEXINGTONPRINCETON
75'� 75 75/ 7 5/
r
PRINCETON SARATOGA PRINCETON PRINCETON
■ ■. ■.T .. r. .. - -- --- -- - -- - -- --- -----
I
5/
LEXINGTON
.� fRT ■. . ..
1 1w 1 -T' 11 A If
_ uINi I H _ UIVI 1 0 w wUNI I "b" _ _ UNI I ..U.. - UIVI I ''b" - _ UNI I t5. v1411 I h -
PLA`
E PANDECI IVIL It1L L.`1 I I I I I VLf\
ll\I�_Ulll IQ P+1\7-1 ? /'115" AIRF PFT11Pf1,+ IT CI-IFATl-III\I(_
BOLT INSTALLATION NOTES;
PLUMB'C
STACK
24' VOID
WASHER
BOX
PLACE DBL. - _ DBL WALL
STUD ADJ. TO STUD
VENT PIPE
STUD SPACING
IV/ 1"' RNID. �NASHER
Ira. DRILLED &
CLEANED HOLE (4'' iti11N. DIBED INTO CIU WALL)
3" KILN. EDGE DISTANCE
BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
7P. CMU TO FRAME WALL DETAIL ATS`*EPArO,/JION WALL
SCALE: 3"=1'-O"
WDW.ROUGH
OPNG. NOTE
36718x63
WIDTH x HEIGHT
(IN INCHES)
2nd STY. FLOOR PLAN
1'4„ = 1'-0"
WALL LEGEND_
INDICATES 24 BEARING WALL W,/ QUICK TIE SYSTEM HOLDDOYMS FROM TOP OF IST
STORY BLOCK WALL TO SECOND STORY TOP PLATE. SLE SHEET 11 FOR ADD'L.
INFORMATION
NDICATES 2x4 BEARING MALL ,ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL
#5 ON SHT. 12
INDIC,ATL 2 -HR. FIRE SEPARATION WALL BAN. UNITS. SEPARATION WALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY
ROOF DECKING. NO ELECTRICAL, PLUMBING, �.IECHANICAL, OR OTHER BLDG. SERVICE
SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION
WALL DETAIL(s) FOR ADDITIONAL INFORMATION.
jj
I"1
Rr A Tfj B
�'1 FI
UNIT
A
UNIT
B
UNIT
B
UNIT
C
UNIT
B
UNIT
B
UNIT
A
BLDG.
TOTAL
1st STY. LIVING
834
734
734
680
734
731
434
5284
2nd STY. LIVING
946
001
901
889
901
9011
946
6385
TOTAL LIVING
1780
1635
1635
1559
1635
1635
1 1780
11659
ENTRY
40
511
51
84
51
51
40
3158
GARAGE
238
2301
230
236
230
1 250
238
1632
LANAI
41
NA I
NA
NA
NA
I NA
411
82
TOTAL U.R.
2099
1916
1916
1880
19151
1916
20991
13%`51
SECOND STORY PLAN NOTES;
1. DRYER VENT BOX - VENT THRU ROOF.
2. 24" W. WALL CAVITY, VOID OF STUDS, FOR
WASHER BOX( ,AND STACK.
3. 12" W. WALL CAVITY, VOID OF STUDS, FOR
SHOWER, VALVE AND/OR HEAD.
4. HAREARDOUS CLAEINO LOCATION, INSTALL TUiPERED
CLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS.
5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ,ANY DISCREPENCIES
TO BE REPORTED TO M,/'I HIDiMES FOP, CLARIFICATION.
ALL FRAME WALLS ARE DRAWN AND DIMENSIONED
TO BE 3 1;'2" WIDE UNLESS OTHERWISE NOTED.
6. PROVIDE JR.AIN PAN BELOW EACH }WASHER. DRAIN
LINE TO EXTERIOR.
7. PROVIDE 20 AT 24" O.C. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXTERIOR, FRAME
WALLS FOR INSTALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER:
02-20-12
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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 THAN 1-1/2" (38MM) BETWEEN THE WALL AND
THE HANDRAILS
FACE OF STUD WALL
KNEE WALL -
TOP AT 42"-,
2'-3°
TREADS @ 9" EA.
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1 1/2" DIAMETER CONT,
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TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING DUST REJECT 4" DIA. SPHERE
UP TO HEIGHT OF 34"- BOTTOM RAIL OR CURB
MUST REJECT 2" DIA. SPHERE
STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN,) TO 25" (MAX.)
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS
HANDRAIL WTH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 1/2°
TO 2", OR PROVIDE CROSS SECTION
OF EQUIVALENT GRASPABILITY
PERFORMANCE
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C.
NA
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TOTAL STAIR RUN
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2x8 BLOCKING BEHIND HANDRAIL
TOP AT 39' ABOVE EDCE OF TREAD
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LATEST REVISION
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02-20-12
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BALUSTER SPACING DUST REJECT 4" DIA. SPHERE
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STAIR TREAD AND RISER CALCULATION
(2) RISERS + (1) TREAD = 24" (MIN,) TO 25" (MAX.)
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS
HANDRAIL WTH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 1/2°
TO 2", OR PROVIDE CROSS SECTION
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PERFORMANCE
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NA
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LATEST REVISION
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TELEPHONE JACK
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1st STY. ELECTRICAL PLAN -
1
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
NTERRUPTERr 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 ALARiMS.
n. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" OF EACH
DESIGNATED BEDROOiM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
S. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTIVE POST, AS REQ'D.
LATEST REVISION
DATE TO MASTER:
02-20-12
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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
NTERRUPTER(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 10'-D" OF EACH
DESIGNATED BEDROOM.
7. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE WEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET W.H. SHALL HAVE PROTECTN'E POST, AS REO'D.
2nd STY. ELECTRICAL PLAN
1/4" = 1'-0"
LATEST REVISION
DATE TO MASTER:
02-20-12
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MJI
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CHAIRS CHAIRS CHAIRS RAISED CURB FTG.
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CHAIRS
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STEP DN. BTWN. GARAGE &
ADJ. UNIT INTERIOR WALLS
#5 BAR
4 AT 24" O.C.
4- 5 BARS
2'-D° CONT. ON M. AIRS
g TYPICAL FTG. @
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WALLS
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STEM MONO
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EA. REIN, . EXTEND STEM WALL FTG.
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SLAB PLAN
FOUNDATION NOTES:
1. ® INDICATES FILLED CELL W/ 3,0DO PSI GROUT WI 1-#5 REBAR
UNLESS NOTED OTHERWISE.
2. DO NOT SCALE PRINTS! CONSTRUCT FROM CALCULATED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO hf jl 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
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PLUMBING & UNDERGROUND PLAN
INDICATES MIN. 2-11R. FIRE SEPARATION WALL BTiVN. UNITS. NO ELECTRICAL,
PLUMBING, MECHANICAL, OR OTHER BLDG. SERME SHALL BE WITHIN OR
PENETRATE THE SEPARATION WALL. REFER TO SEPARATION WALL DETAIL(s) FOR
ADDITIONAL INFORMATION.
LATEST REVISION
DATE TO MASTER:
02-20-12
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UNIT "B" UNIT "B"
LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI § 25 DAYS
3. REBAR STEEL SHALL BE MIN. GRADE 40 DEFORMED.
4. LINTELS MANUFACTURED BY QUALITY PRECAST ARE ACCEPTABLE PER FL.
PRODUCT APPROVAL.
5. ADD'L CONC. FILL W1 1-#5 BAR IN V' LINTELS IS ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R.
LINTEL SECTIONS:
—1"I PRECAST "U" LINTEL
ION TOP COURSE RLL
W/ CONC. 1-#.5
(MIN. 6-1/ 2' BRC. ON ENDS)
e
8"H. RECESSED PRECAST
"U' LINTEL -UNFILLED W/ 1-#5
1 (MIN. 6-1/2" BRG. ON ENDS)
m
S"H. KNOCKOUT CMU TOP r
COURSE FILL W/ CONC. & 1-#5
FELT PAPER, OR SCREEN
c
o UNFILLED CMU COURSE(S)
8°H. PRECAST °U' LINTEL- N
UNFILLED
(MIN. 4° BRC.ON ENDS)
8'H. RECESSED PRECAST L - - - - J
02 "U" LINTEL -UNFILLED
(MIN. 4' BRC. ON ENDS) 2R
8"H. KNOCKOUT CMU TOP
CXRSE FILL 1'f,/ CONC. Fc 1-#5 --
t0 8"H. PRECAST OR PRESTRESSED
°U" LINTEL -FILL IN/ CONC. & t-5 d.:I
4r (MIN. 6-1/2" BRO. ON ENDS)
8°H. RECESSED PRECAST I J
°U" LINTEL -FILL W/ CDNC. & 1-#5
3 (MIN. 6-1,12" BRC. ON ENDS) 3R
8"H. KNOCKOUT CIVU TDP —
COURSE FILL W( CONC. & 1-#.5 -
4 .
CMU COURSE(S) FILL
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8'H. PRECAST OR PRESTRESSED
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8'H. RECESSED PRECAST
"U' LINTEL -FILL 1'T/ CONIC. & 1-#5
4 (MIN.6-1; 2n BRG. ON ENDS) 4R
8°H. KNOCKOUT CMU TOP
COURT FILL W/ CONC. & 1-#5
5 STIRRUPS W/
ACI 180 HOOF
6j 15' 0. C.
S°H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ CONC. & 1-#5
50 (MIN. 6-1/2' BRO. ON ENDS)
4"H. CMU FILL W<< CONC
-8"H. PRECAST °U° LINTEL
ON TOP COURSE FILL
Wf CDNC. t -;a
(MIN. E-1/2ERG. ON ENDS)
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1,4"
= 1'-0„
LATEST REVISION
DATE TO MASTER:
02-20-12
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FRE -ENGINEERED ROOF
TRUSS OR 'OIJ'd.
FP,Ah,IED RAFTER
SISI SOPI "HETA?0"
STRAP AT E.A.. TP'USS -
N,AILS PER SCHEDULE -
"HETA2'0" STRAP
N.AILIPJG SCHEDULE
UPLIFT
VALUE
4 OF NAILS
REQUIRED
1810
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1200'6)10d
x 1-11'21"1
1 %'?" SCREW+S TO TRUSS j
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✓ I L I `D,1U WALL
TYPICAL TRUSS TO
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* UPLIFT LOAD REQUIRDviENTS OBTAINED FROhd SEALED
ENGINEERING DRAWINGS FROM TRUSS I:IANUF.
FLOOR TRUSSES
AT 24' O.C. hia;t.
Ch,1U lVA1L
2" MIN. DIMENSION
TO STRAP FROM
FACE OF BLK. WALL
L 1 \ f 1 L-0
2x4 CONT. R11Y BOARD
AT TOP'- BOT. CHORD
CONNECT TO EA. FLR.
TRUSS lhl/ (4')16d NAIL
- SETBACK FACE OF
Rll.i BOARD 1 FR01,4
FACE OF B[CICK
SIMPSON "HETA"O" ANCHOR
AT EA. FLOOR TRUSS -
FILL ALL NAIL HOLES
TYPICAL FLR. TRUSS 1 BEAM
PERPENDICULAR TO CMU WALL
UPLIFT STRAP CONNECTION-
' UNLESS OTHERWISE NOTED ON THE PLAN
or 3 PLY 16° DP.
FLAT CONC. BLOCK
GIRDER, TRUSS, �IIALI
CONNECT HANGER TO
C.MU WALL W/
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HD
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16" DF'. FLOOR FIRST l'2) TRUSS DAYS - Sid NAILS .AT 6" O.C.1 AT FIRST (2) TRUSS
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SETBACK FACE OF P11
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i OF BLOCK
CONC, ALLm PROVIDE Slh+iPSON °HETA2D" A.dCFIOR AT ALTERNATE
4 / 4" 0.�. f,iA};. - PRO'iIDE SOLID 2x� BRACING BTWN.
4" DII,,iENSION T, STRAP TRAP 'BERT. BLKG. BTVI-J. TRUSS TOP k BOT.
FROM! FARCE OF BLK. IhALL CHORDS FOR N,AILIPlC FILL .ALL NAIL FLR, TRUSSES
HOLES
PERIMETER MALL DETAIL
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CMU SEPARATION
WALL BTWN. UNITS
CONNECTOR VARIES -SEE
PLAN FOR INFORMATON
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4 / 4" 0.�. f,iA};. - PRO'iIDE SOLID 2x� BRACING BTWN.
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SIMPSON "LSTA12" OR QUICK -TIE 1512" FLAT STRAP
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CENTER STRAP ON BOT. OF TOP PLATE
CABLE END FLR. TRUSS
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8 2ND STY FRAME MALL TO GIRDER
OR BEAM STRAP CONNECTION
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ELK.
WALL
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FILL ,ALL NAIL HOLES
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3 PLY 16' DP
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FILL ALL NAIL HOLES
BEAM / GIRDER TRUSS
,I TO CMU WALL
CTRA D rf"AlKlGrrTInnI
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OR 16" DP. FLOOR TRUSS
PROVIDE WD. SHIMS AS �/
REO'D. TO FILL CAP BT','k
HANGER AND TRUSS
SIh,1PS0id "HU46" HAN6�,5,=-,
Wi
(6) 1 Dd NAILS TO 1RUSS
-CONC. BLOCK
INALL
COMMEC T HAidCER 10
CI,iU WALL W/
(12) 114"x2 3/4' SIf.IPSOiN
:I TEN" SCREWS
�a TRUSS TO CMU MALL
1' HANGER CONNECTION
VIVI I U
13" DP, FLAT GIRDER TRUSS
OR 16" DP. FLOOR TRUSS
PROVIDE VSD. SHI1,B AS
REVD. TO FILL GAP BTl"IIN. ,/ I
HANGER .AND TRUSS----
SIMPSON
RUSS SIMPSON HU26 OIR HU26-2
HANGER 1'V/ (6) 10d NAILS-'
IO TRUSS
- CONC. BLOCK
ti'I
CONNECT HANGER TO
CMU "YALL
(12) i/'4"x_7 3/4" SIMPSON
11 TEN SCP YS
TRUSS TO CMU FALL
HANGER CONNECTION
V 1 V1 1 I -A
1st STY. FRAMING PLAN
FRAMING PLAN NOTES:
1. P RMANENT OP, TEMPORARY BRACING OF TRUSSES PER H11391. ANY ADDITIONAL TRUSS BRACING
P,EQUIRED WILL BE DETERMINED BY iP,USS ENGINEER, ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES �- SYP OR BETTER 20 BLKG. AT 43O.C. B TTWN. TRUSS BOT. CHORDS
W/ (2)-16d COIi!dONS TOE -NAILED E.A. SIDE. (I P. AT IST (4) TRUSS BAYS AT ALL
CABLE ENDS UNLESS OTHERIVISE SHOWN ON THE PLAN)
4. ALL 010HANGS TO BE 12" UNLESS O1HERWSE NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE !,11N. (2)-10d TOE -NAILED COMMONS AT E.A. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. VI (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR F RA.ME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REO'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" OP. GIRDER TRUSS OR BEAM.
S. IST STY. OR '2ND STY. PLUMBING WALL, TOILET, OR FLOOR F171 NG.
9. PROVIDE .AC DUCT RUN THP,U 100P, TP,USSES - MAYI,M17E OPENING AT CENTER OF SPAN
IO.PROVIDE 2x12 LEDGER (BOTTO1ii AT TRUSS BRG. HT.) W/ (10) 10d NAILS .AT EA. VERT. STUD.
11.P P,OVIDI 2x4 LEDGER, AS REO'D. FOP, FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER,
OF PLIES.
DESIGN LOADS:
L
DEAD -17 PSE. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON-CONCUP,P,E !T LPJE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC. GUST
EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
02-20-12
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CONNECTION
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PERS PLAN
CONC. BLOCK VV,ALL—
SIhIFSOIN HTT15" HOLDDO',%
W1 5/3" TNVEADED RDD TO
BLK. WALL—SET IN EPDXY FILLED
HOLE W,' 5" MIN. EUBED
FILL ALL NAIL HOLES
BEAM / GIRDER TRUSS
,I TO CMU WALL
CTRA D rf"AlKlGrrTInnI
ID" DP. FLAT GIRDER TRUSS
OR 16" DP. FLOOR TRUSS
PROVIDE WD. SHIMS AS �/
REO'D. TO FILL CAP BT','k
HANGER AND TRUSS
SIh,1PS0id "HU46" HAN6�,5,=-,
Wi
(6) 1 Dd NAILS TO 1RUSS
-CONC. BLOCK
INALL
COMMEC T HAidCER 10
CI,iU WALL W/
(12) 114"x2 3/4' SIf.IPSOiN
:I TEN" SCREWS
�a TRUSS TO CMU MALL
1' HANGER CONNECTION
VIVI I U
13" DP, FLAT GIRDER TRUSS
OR 16" DP. FLOOR TRUSS
PROVIDE VSD. SHI1,B AS
REVD. TO FILL GAP BTl"IIN. ,/ I
HANGER .AND TRUSS----
SIMPSON
RUSS SIMPSON HU26 OIR HU26-2
HANGER 1'V/ (6) 10d NAILS-'
IO TRUSS
- CONC. BLOCK
ti'I
CONNECT HANGER TO
CMU "YALL
(12) i/'4"x_7 3/4" SIMPSON
11 TEN SCP YS
TRUSS TO CMU FALL
HANGER CONNECTION
V 1 V1 1 I -A
1st STY. FRAMING PLAN
FRAMING PLAN NOTES:
1. P RMANENT OP, TEMPORARY BRACING OF TRUSSES PER H11391. ANY ADDITIONAL TRUSS BRACING
P,EQUIRED WILL BE DETERMINED BY iP,USS ENGINEER, ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES �- SYP OR BETTER 20 BLKG. AT 43O.C. B TTWN. TRUSS BOT. CHORDS
W/ (2)-16d COIi!dONS TOE -NAILED E.A. SIDE. (I P. AT IST (4) TRUSS BAYS AT ALL
CABLE ENDS UNLESS OTHERIVISE SHOWN ON THE PLAN)
4. ALL 010HANGS TO BE 12" UNLESS O1HERWSE NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE !,11N. (2)-10d TOE -NAILED COMMONS AT E.A. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. VI (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR F RA.ME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REO'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" OP. GIRDER TRUSS OR BEAM.
S. IST STY. OR '2ND STY. PLUMBING WALL, TOILET, OR FLOOR F171 NG.
9. PROVIDE .AC DUCT RUN THP,U 100P, TP,USSES - MAYI,M17E OPENING AT CENTER OF SPAN
IO.PROVIDE 2x12 LEDGER (BOTTO1ii AT TRUSS BRG. HT.) W/ (10) 10d NAILS .AT EA. VERT. STUD.
11.P P,OVIDI 2x4 LEDGER, AS REO'D. FOP, FLOOR DECK NAILING.
12.ALL GIRDERS SHOWN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER,
OF PLIES.
DESIGN LOADS:
L
DEAD -17 PSE. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON-CONCUP,P,E !T LPJE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC. GUST
EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
02-20-12
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12 of 14
M/I ORLANDO
INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
/O P111RA1111AAfIRA r -A ^Ir%I- ^r- ^-r%AnA"rI^1111AIR1 I
LJIVI 1 I-% U1V1 1 p U11II 1 v ulml I L.J vIV1 I V V1 V1 1 V —' -" '
DOUBLE K.D. BLOCI%S
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,3' ."'S" ; T" TITEN FID
X31 1 /-1" 1 '''°SDS SO E'VS
GIRDER,
S1,1PSON LGUb3410 HARGER
#7 GIRDER TRUSS
CONNECTION DETAIL
SIh,1PSOP1 "H-10" TIE AT E.A. TRUSS—
FILL ,ALL HOLES '41TH 3d 1 1;'2" PIAILS
(1) "H-10" STRAP FOR UPLIFTS UP TO 850 LBS.
I'! "i,IT12" STRAPS FOR UPLIFTS BP'VN. 360 AND 17?0 LBS.
ADD'L
STP
,4P TO BE
INSTALLED Old OPPOSITE
SIDE OF TRUSS
/ I CPRE-EN,,'INEERED ROOF
J TRUSS OR COPlV.
FR41ED RAFTER
CONT. DBL. J R, VIE BEARING WALL,
2x TOP PLATE BENiI, OR X61RDER TRUSS
TYPICAL TRUSS TO FRAME WALL,
BEAM, OR FLAT GIRDER TRUSS
UPLIFT ST11 RAP CONNECTION
UNLESS OTHERUSE NOTED 011 THE PLrN
SEE TYPICAL 'VIALL SECTION FOR PLATE TO STUD CO,IJNECTION
* UPLIFT LOAD REQUIRE&IENTS OBTAINED FPObvl SEALED
ENGINEERING DRA'NINGS FROii TRUSS fvtAPlUF.
Roof Girder Connector Schedule
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Max.
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Lu
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Uplift
Gravi
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Mark
Manuf.
Model No.
Qty.
Load
Load
Fasteners f Remarks
1
SIMPSON
MTS12
2
1720
00
(14) 10d x 1-1/2" EA.
2
SIMPSON
LGT2
1
1785
L (1 4) 16d SINKERS AT WALL
�o
(16) 16d SINKERS AT GIRDER
3
SIMPSONJ
MGT
I—
1
j
3330
— —
(1) 518" DIAM. BOLT & (22)-10d
— — — — — — — — — — —
— — — — —
HDU4
—
1
— —
3600
(10) - 114" x 2 1/2" SDS SCREWS
(6Z TITEN 114" x 2 3— TO_
4
SIMPSON
HU28
1
575
2450
-
4 10d x 1 112 TO TRUSS
2_- TITEN 1/4" x 2 3/4" TO CMU
5
SIMPSON
HU28-2
1
1085
4350C1
—
(6) 1 Od TO TRUSS
LC18�- TITEN 1/4" x 2 3/4" TO CMU
6
SIMPSON
HU410
1
1810
5085
10 10d TO TRUSS
`
L8)- TITEN HD 3/8" x 4" TO CMU
7
SIMPSON
I LGUM410
1
3575
9620
(8) 114" x 2-1 / 2"SDS SCREWS
8
SIMPSON
HTT16
1
3480
L(1) 5/8" DIAM. BOLT TO CMU — —
16dTOSTUD
OR
-----
--
--
-----(US
--
8)-- TITEN 1/4" x 2 3/4" TO CMU
MSTCM40
1
3300
—
22 16d SINKERS TO STUD
2nd STY. FRAMING PLAN- B
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. ANY ADDFFIONAL TRUSS
BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED .AND SEALED TRUSS
DIAGRAhAS.
2. .ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS MANUFACTURER.
3. ® INDICATES #2 OR BETTER 20 BLK'G..AT 43" O.C. BTINN. TRUSS BOT. CHORDS W,l
(2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT IST (4) TRUSS BAYS AT .ALL CABLE ENDS
UNLESS OTHERWISE SHOWN ON THE PLAN)
4. .ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10d TOE -NAILED COMMONS AT E.A. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT .ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS P,EQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
S. 1ST STY. OR 2ND STY. PLUhABING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MMIMIEE OPENING AT CENTER OF SPAN
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W,/ (10) 10d NAILS AT EA. VERT. STUD.
11, PROVIDE 20 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES § GIRDERS
13. PROVIDE MIN. 2 STUDS Q GIRDER, TRUSS LOCATIONS.
nrn in I, i ^ A m n .
v LIVE V , 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
WIND SPEED - 120 MPH./3 SEC. GUST
EXPOSURE CATEGORY - "C" - ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE - 40 PSF.
DE4D - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
02-20-12
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TO BE REPORTED TO M11
HOMES FOR CLARIFICATION!
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HOMES FOR CLARIFICATION!
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M/1 ORLANDO
VERT. REINF. CONC
.j
FELLED CELL W/ 1-H5
� n
BAR
REINF.FILLED TOP
BLOCK COURSE II
z
CONC. SLK.
WALL PER TYP.
WALL SECTION
VERT. REINF. CONC.
FILLED CELL W1 1-r4
DRL' I
DBL. 2x P.T.
BLOCKING
(2)lld NAILS
AT b D.C.
1.i'2" EXP. BOLT AT 24" O.C. VERT.
(2 3/4" EMBED.) W/ 2"SQ. WASHER
SIMPSON "SP2' AT EA. STUD AT
EXTERIOR ',AAI LS USE SPH4 (AT
INTERIOR BEARING P,'ALLS)
ATTACH EXT. SHEATHING TO
STUDS/PLATES PEP,
STRUCTURAL NOTES
AT EXT. FRAME WALL TO BLOCK 'NALL,
P,O)ADE 2x P.T.'/ 1;'2" EYP BOLT
AT 24" O.C. VERT. (4` EMBED.) W/ 2"
SQ. WASHEP,S PROVIDE 1 1 !2" EDGE
DISTANCE FOR BOLTS
I X ..
�I N SIMPSON "SP2' AT EA. STUD AT EXTERIOR WALLS
(USE SPH4 AT INTERIOR BEARING .WALLS)
I
TOP OF SLAB
I 3"
EXT, FRAME WALL TO
BLOCK FALL CONNECTION
DETAIL APPLICABLE TO ALL EXTERIOR FR4,iE WALLS ONLY
UNLESS OTHERWISE NOTED ON FLOOR, PLAN
71'8' CEMENT
PLASTER
ER
PAPER BACK LATH
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PEEL AND STICK
MEMBRANE
FLASHING
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
SCALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PAPER BACK
LATH
7/8" CEMENT
PLASTER
EXTERIOR WINDOW SILL
SCALE: 2"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT 1
PEEL AND STICK '
MDiBRANE
FLASHING
WALL SHEATHING-/
EXTERIOR
SCALE: 2" - l'-0"
C
BLOCK CELL DETAIL
PROVIDE SOLID 2x4 BLKG. BTi,'N.
---------------------
r3/4" DLA. x 6" DP. HOLE
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FOR ,4,5 BAR DOWEL SET IN
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GROUT SOLID AT
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TOP OF BLK. WALL
TOP OF CELL
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SCA5) 1 /4"x2 1,4" MASONRY
EWG'TO BLOCK ','✓;ALL AND
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CONC. FILLED REINF.
TOP COURSE PER TYP,
4"N'.x24"H. OPENING
OO
OF GABLE END FUR. TP,USSES
�I
`l— Z5
WALL SECTION
IN STALL
=
NOTES:
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OF"REBARS p
--(DRILLED HOLE TO BE
ONLY, ANY QISCREPENCIES
v 4 X
( I
o 2
/x
CLEANED PRIOR TO
+J
i
DISPENSING ADHESIVE
3000 PSI CONC.
FILLED CELL W%
--EPDXY ADHESIVE TO
WALL SECTION-/
#5 REBAR
HIGH STRENGTH T Y;'E
FLOOR
--REBAR DOWEL MUST
TRUSS
i
BE CLEAN AND OIL FREE
iii
SAWCUT 1" W. OPNG. IN
SAW'CUT APPROX.
I
WALL FROM TOP TO
BOTTOM FOR FULL HT.
4'49.x24"H. OPENING
I
REBAR PLACEMENT INTO
IP! ;V,ALL
ILL SOLID 49,E
25" m1m. LAP
(I
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TOP OF SLAB
OF REBARS
z o
314" DIA. x 6" DP. HOLE
m
FOR #5 BAR DOWEL SET IN
w
EPDXY ADHESIVE
ADDED
REINF. FILLED
BLOCK CELL DETAIL
PROVIDE SOLID 2x4 BLKG. BTi,'N.
---------------------
TOP/BOT. RAILS FOR SOLID NAILING
j
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OF STRAP _\
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START B STRIPS HERE
EDGE OF 4�NAD0'E
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PROVIDE 2x4 BLKG. BTI';N. FL,'
SIMPSON "�d�TA„4�'. �T„AP IY/
ASO , . M 24' STRAP
o0f_co
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TRUSS- CONNECT TO BLK. W/ (4)
0.145 DIA.x3” L. POWDER ACTUATED
/SIDE
SCA5) 1 /4"x2 1,4" MASONRY
EWG'TO BLOCK ','✓;ALL AND
Q
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FASTENERS- PLACE BLKG. ALONG
>+
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OF GABLE END FUR. TP,USSES
(9)I0d COMMONS TO ZR. TRUSS
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CONSTRUCTION SHALL BE
PER INDICATED DIPriENSIONS
ONLY, ANY QISCREPENCIES
v 4 X
HOMES FOR CLARIFICATfON1
o 2
/x
02
+J
CONC. FILLED REINF. TOP
BLK. COURSE PER TYP.
WALL SECTION-/
MISSED
FLOOR
TRUSS
TO BLK. WALL STRAP
PROVIDE (1) "h,1STANi24" FOR EA. "HETA20" STRAP SPECIFIED
- METAL OR VINYL TRIIII
CONTROL EXPANSION JOINT
- ?/3" CEMENT PLASTER
PAPER BACK LATH
13" PBDE PEEL & SUCK
MEMBRANE OR #15 FELT
FLASHING
BUILDING WRAP ( TYVEK)
-,WALL SHEATHING
�7!'B" CEMENT PLASTER DETAIL a@ CONTROL 1
PAPER BACK LATH EXPANSION JOINT
BUILDING WRAP SCALE: 3"
(TYVEK)
WINDOW JAMB
TYVEK OVER 'C'
PEEL AND STICK
FLASHING ,AND
WINDOW FLANGE
TAPE OVER CUT
IN TYVEK
r`
r- t
---------------------
-�
B
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START B STRIPS HERE
EDGE OF 4�NAD0'E
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APPLY PEEL .AND STICK
FLASHING MEMBRANE IN ORDER
STARTING AT BOTTOM OF
WINDOW .AND OVERL,4PPING AS
INDICATED
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PEEL AND STICK DETAIL
25' MIN. LAP
#5 REBAR Wl/ STD. HOOK
REINF. CONC. FILLED
CELL #5 VERT. REBAR -
BLOCK WALL HT. TRAN
SIMPSON "MTSM15" STRAP W/
(4)
11/4"x2 1,14" TAPCONS TO
BLOCK WALL AND (7)10d
COMMONS TO TRUSS
3x8x16 CONC. KNOCKOUT
BLK. TOP COURSE -FILL
Wil CONC. & 1-#5 BAR CONT.
w
25" MIN. LAP
#5 REBAR W/ STD. HOOK
SITION DETAIL
ROOF TRUSS
INSTALL ADD'L. STRAP
L DIAGONALLY FROM EA.
LLJ
OTHER, FOR SINGLE
CONC. FILLED REINF. TOP MEMBER TRUSS
BLK. COURSE PER TYP.
WALL SECTION J
MISSED ROOF TRUSS TO BLK. MALL STRAP
USE (1) NITSMI6 STRAP FOR UPLIFT VALUES '860 LBS. OR LESS
USE (2) NITSN116 STRAPS FOR UPLIFT VALUES 1720 LES. OR LESS
UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FRONT ARCHITECT OR ENGINEER
7,116" OSB SHEATHING
CABLE END OR
FLOOR TRUSS
7x'`3" CEMENT PLASTER
ON PAPER, BACK LATH
AIR INFILTRATION BARRIER
(DESIGN STANDARD: T)NEK)
3'4' MAX. SPAN W/O/- 2x3 RIDGE
2x4 VER TICAL BLKG. � 2x6 VALLEY RAFTERS
(4)1641/ / 2x4 COLLAR TIE IN
NAILS UPPER 3RD OF ROOF HT.
-- ---- -- AT EVRY 3RD PAIR OF
-- ------ -- RATERS
hITS12 i 2x4 VERT. AT bITS12
STRAP i t 3'-0" O.C. MAY. (ONLY STRAP
i I AT SPANS > 3'-0")
2x4 BLKG, AT VALLEY RAFTER
BRG. B)"1 TRUSSES
ROOF TRUSS 100F TRUSS
BELOW RAFTER
HAND VALLEY FRMG, DETAIL
ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER IVAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LICENSED STRUCTURAL ENGINEER STAMP
r
MID -WALL
WEEP SCR
EED
1/2" MIN. CEMENT
PLASTER
8" CMU WALL
DETAIL 6 BLOCK/ FRAME CONNECTION
SCALE: 3" = 1'-0"
PRE-ENG'RED FLOOR
TRUSSES AT 24" D.C.
CONNECT EA. TRUSS BOT.
CHORD W/ (2)16d MIN.
COMMONS TOE -NAILED TO
TOP PLATE
1/2' GYPSUM BD.
DBL. 2x TOP PLATE
R-11 INSULATION .4T ALL WALLS
ADJACENT TO NON -AIR CONDITIONED
SPACES
2x CONT. MID -WALL BLKG. (WALLS
OVER 8' H. --PROVIDE BLKG. AT 4'-0"
O.C. MAX.)
1/2" DRYWALL —�
2x STUDS 916" D.C. #2
SPF OR BETTER
2x4 P.T. SILL PLATE -
ATIACH W/ (2) CONC. NAILS OR
(1) P0;'✓'DER ACTUATED FASTENER
AT 24" D.C.
3 1/2' MIN. CONC. SLAB (2500 PSI) W,i'
FIBERMESH OR 6x6 i0/10 4VWM OVER VAPOR
BARRIER
CLEAN COMPACTED o o
EARTH FILL
THICKEND SLAB FOOTING
PER SLAB PLAN
TYP, INT, BRG, WALL SECTION
SCALE: 1 1 /2"=1'-O"
2x4 LADDER FRMG. REP. AT
OVERHANGS OVER 12" -CONNECT W/
(2)124 TO TRUSS TDP CHORD
CONT. 2x4 W/
2-12d NAILS
2x4 OUTLOOKERS AT 24" D.C. W1
(3)124 TOE -NAILED TO TRUSS TOP
CHORD
?/16" OSB SHEATHING OVER GABLE END
TRUSS -CONNECT W/ 8d NAILS AT 6"
O.C.--SET FACE OF SHEATHING FLUSH Wl BLK.
WALL (PROVIDE 1/8' SPACE BTWN. PANELS)
U.S.P. "LPT,A" OR SIMPSON 'LTAI" STRAP -SEE
'RMC. PLAN FOR LOCATIONS -SET STP,,AP 2"
FROM FACE OF BLOCK AND PARALLEL TO
TRUSS -FILL ALL HOLES W/ NAILS
SIMPSON "HETA20" AT
EA. TRUSS VERT. OR 24"
O.C.-CONNECT W;'
(14)10d COMMONS INTO
SOLID 2x4 BLKG.
CONT. 2x4 MIN. P.T. PLATE k 1/2"
DIA. A.B. OR 5+'3" EXP. BOLT 4'J 2
SQ. WASHER AT 48" D.C. MAX. OR
(2)POAER-DRIVEN NAILS (SIZE EQUAL
TO 10d COMMON) AT 16" D.C.
"HETA20" GABLE END
STRAP ALTERNATIVE
APPROVED SHINGLES
MANUF, >I TYPE:
CERTAINTEED "LANDMARK 30 AR"
CERTAINTEED "LANDMARK 30"
FLASHING:
ALL ROOF AND WALL FLASHING TO BE ,ALUMINUM OR
GALV. METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS AT 24' D.C. MAX.
5' INCL.
V ROOF O.H.
ROOF EDGE
02 20
---
I
I 0 o�3
- - - - -L ----
2 I I� RIDGi- 02
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05' INCL.
ROOF O.N.
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70NE 1 - USE 3d NAILS @ 12" O.C. (FIELD) 6" O.C. (EDGE)
70NE 2 - USE 3d NAILS @ 5" O.C. (FIELD,/EDGE)
1 70NE 5 - USE 3d NAILS 9 4" O.C. (FIELD/EDGE)
ROOF NAILING PATTERN
2x4 'T" OR "L" STRONGBACK .4T GABLE
VERTICAL LONGER THAN 48" CONNECT 'N/ 12d
NAILS AT 12" O.C.
/STRUCTURAL ROOF SHEATHING SEE
ROOF NAILING PATTERN
r
2x4 STRONGBACK IF GABLE TRUSS IS TALLER
l
THAN 3'-0"
{r�2x4 DIAG. "X" -BRACING W/ (3)12d NAILS
AT EA, 2x4 TO 2x4 JOINT
BRACING SCHEDULE
i; \ SPAN BRACING REQ'D.
i GREATER THAN 20 FT. 10 FT. (3) PAIRS .AT 1/4 PTS. (1)
TO 20 FT. LESS THAN 10 FT. PAIR AT MID -PT. NO
I i , BRACING REQ'D.
2x4 BLKG. AT 48" O.C. FROM CABLE
i
END BACK 8'-0" BTWAI. TRUSS BOTTOM
CHORDS 1
ttGYPSUM CEILING
DIAPHRAM NAILING
GABLE END
II 8x8x16 CONC. KNOCKOUT BLK. TOPROOF TRUSS 101 NAILS AT 8'
u COURSE - FILL W/ CONC. AND 1-#5 O.C.
BAR CONT.
FLAT CEILING GABLE END2x4 CONT. BLKG.
SIhdPSON "LSTA12" STR,4F;g
AT 24" D.C. TRUSS TO DBL. 2x4 TOP
PLATE _- - PLATE
TYP, GABLE END
TRUSS DETAIL
SCALE : 1/2"
GABLE END
SHINGLES (ATTACH W/ GALV, METAL ROOFING NAILS PER MANUF.
INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND
CAP NAILS AT 12' O.C.-EDGE, 24" O.C.-FIELD) ON 7,116' SPAN RATED
STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE -ENS RED
ROOF TRUSSES AT 24" O.C.
HURR. STRAP AT E.4, TRUSS SEE PER 12
ROOF PLAN
ELEV. R-38 INSULATION
8x3x16 CONC. KNOCKOUT BLK. TOP
COURSE - FILL W/ CONC. AND 1-#5
BAR CONT. 1 j
'.I 1' ld 1i' 4 ti'
DRIP EDGE OVER1 r'2" GYPSUM BD.
FASCIA �- =�-O"
FASCIA MATERIAL TO BE 1L {' DIAPHR4M AREA FASTEN W/ 5d NAILS
ALUMINUM OR 5/4" PRIME TRIM a AT 4" O.C. REMAINDER .AT 7" O.C.
BOARD OVER 2x4 /2x6 SUBFASCIA If
REFER TO SUBD. SPECIFICATIONS tt PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP.
FOR FASCIA MATERIAL n WAW. ,AND DOOR OPNGS. SEE PLANS FOR
ti LOCATIONS AND TYPES
u
CONT. ALUM. ° I/2" DRYWALL OVER 1x2 P.T. (MIN.) AT 24"
VENTED SOFFIT z ° D.C. (MAX.)
CORE -FILL 500 FOAM INSULATION IN ALL
tpr OPEN CMU WALL CELLS - REFER TO
ll
ENERGY CALCULATION FOR R -VALUE
u
EXTURED CEMENT FINISH OVER ii #5 VERT. BAR TIED INTO #5 BAR DOWEL AND
TEXx16 CONC. BLOCK n TOP COURSE REBAR AT EA. REINF. CONC.
n FILLED BLOCK CELL AS LOCATED PER PLANS
it
=77
uu PRECAST WDW. SILL - TYP. AT STD.
n WDW.OPNG.
¢_ a
z � Tui
iii 4" MIN. 3 1/2' MIN. CONC. SLAB (2500 PSI) W/
LILLI
N mt y1y ,_ FIBERhIESH OR 6x6 10'10 WWM OVER VAPOR
FINISH GRADE
CLEAN COMPACTED TERMITE
" TREATED FILL
MONOLITHIC SLAB EDGE FOOTING
#5 BAR DOWEL TIED TO FTG. REBAR 16" PER SLAB PLAN
AT EA. REINF. FILLED CELL AS MIN.
LOCATED PER SLAB PLAN
TYP, EXT, BLOCK WALL SECTION
SCALE: 1 /2� =1'-O"
LATEST REVISION
DATE TO MASTER:
02-20-12
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M/1 ORLANDO
ROOF TRUSSES OR 2x RAFTERS
1 1/2" DIAMETER CONT.
HANDRAIL
TYPICAL SECTION AT HAND11 RAIL
AT 24' O.C.- CONNECT
0
SEE
S
W/ (2)164 MIN. COMMONS
BALUSTER SPACING MUST REJECT 4" DIA. SPHERE
8d NAILS AT 5' O.C. AT
TOE -NAILED TO TOP PLATE
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MUST REJECT 2" DIA. SPHERE
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REMAINDER AT 7" O.C.
STAGGER NAILS BT'dlN.
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STRAP AT EA. MEMBER
NOTES:
"DSP" AT EA. DOUBLE
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O
1/2" DRYWALL OVER 1x2 P.T. (MIN.)
1. NAILHEADS SHALL __=_ _
STUD PANEL EDGE TO
AT 24" O.C. (MAX.)
(MIN.) (MAX.)
NOT PENTRATE THE FACE - ---- IT---
F � i i
TOP FLATL
CD
�- REFER TO HEADER
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\
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS
° SCHED. FOR SIZES
THAN THE NAILHEAD THICKNESS.
HANDRAIL WITH CIRCULAR CROSS
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"SP2" AT 16" O.C.
2. PROVIDE 1 /8" SPACE BETWEEN i r i r r
11
#5 VERT. BAR TIED INTO #5 BAR
TOTAL STAIR, RUN
TO 2", OR PROVIDE CROSS SECTION
SHEATHING PANELS.
DOWEL AND TOP COURSE REBAR
MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE
OF EQUIVALENT GRASPABILITY
ACROSS HDR. SPAN
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PERFORMANCE—,,",2x8 BLOCKING BEHIND HANDRAIL 1" NOSING
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TOP AT 39" ABOVE EDGE OF TREAD
PRECAST WDW. SILL - TYP. AT
HDR. STUD TO BEAM
8d NAILS AT 6" O.C. VERT. i°i
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FLOOR TRUSS
i
i ; (2) STRAPS EA. SIDE
AT FIELD STUDS �'� ;;
NAIL (2)2x4 TO BOTTOM OF
GREATER THAN 4" O.C. /
WITH (4} OR MOPE TRUSSES
/ ,FLOOR TRUSS 12" OR LESS IN
i'i
2x STUDS AT
/ DEPTH
i ACROSS OPNG.
Bd NAILS AT 3" O.C. AT
is �
t
SHEATHING EDGES ��
NO STRAP REQ'D. AT
2x12 TREAD /
i "LSTA24" STRAP AT HDR.
STAGGER NAILS BT'�UN. 41 i i
STUD TO PLATE IF
FLOOR TRUSS W,' (2)10d NAILS AT
STUD TO RIM BD.,,/BLKG.
PANEL EDGES 11
SHEATHING CONT. TO
6" O.C. MAX. OR EQUIVALENT
FOR OPNGS. > 5'-0"
BOT. OF FLR. TRUSS
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CONNECT CARRIAGE TO LEDGER W;''
8d NAILS AT 3" O.C. HORIZ. it °I
LR. TRUSSES AT
(2)104 TOE -NAILED COMMONS
i�
— 2x4 OR 2x6 RIM BD. BTWN.
AT 2x SILL PLATE i 1 i i
24" O.C.
a
FLR. TRUSS -- CONNECT TO
LT - -
TRUSS N',/ (4)16d NAILS (2x4)
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6,1 6d NAILS 2x6)
2.x•4 BLKG. BTWN. r--rr--yF-- :===,
RIh1 BD..AT .ALL �; i r; i i; r i
2x4 BLKG. BTWN.
RIM BD. AT ALL
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�{ 2x4 P.T. RIM BD. BTWN.
SHEATHING EDGES J, L; _.L. LL_ L
SHEATHING LD�LS
FLR. TRUSS -- CONNECT
. .;... .....
..
TO TRUSS WI (4)164 NAILS
/ o
PROVIDE DBL. ROW OF 8d NAILS AT:,
: d NAILS
AT 3" O.C. HORI%.
®
/ SPACER AT SIDE WALLS
ALTERNATE CONT. 2x6 TOP RAIL 1.L.0. AT TOP AND BOTTOM RIM 8D.
W/N�Z) lOd COMMONSACER
DBL 2x4 SOLID BLKG.
NAILING TO FLR. TRUSS BLKG. BTWN. RAILS -/
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OR TRUSS CHORD
BELOW HDR. STUDS
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DETAIL AT 2 -STY.
2 -STY.
EXT, FRAME
REQUIRED NAILING PATTERN NOTED FOR
LO
SHEATHING TO .ACT AS UPLIFT LOAD CONNECTOR
I
WALL CONNECTOR DETAIL
BETWEEN WALL STUDS AND FLOOR TRUSSES
1 1/2" DIAMETER CONT.
HANDRAIL
TYPICAL SECTION AT HAND11 RAIL
r
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TYPICAL STAIR SECTION
SCALE: N.T.S.
FLASHING;
ALL ROOF AND WALL FLASHING TO BEALUMINUM OR
GALV. METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS AT 24" O.C. IMAX.
CONT. 2x6 TOP RAIL- CONNTEC
TO FLR. TRUSS W/ (6)164 NAIL`.
EXT. SHEATHING NAILING PATTER
PROVIDE 8d NAILS AT 5" 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 NAILS
(2x4 P.T. IF IN CONTACT IN/ CO
ALTERNATE FLR.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
2x4 SYP f STUDS 16" O.C.
3/4" PLYWOOD
�FLOOR PRE-ENG'D. FLOOR
TRUSSES @ 24" O.C.
7/16° MIN. STRUCTURAL WALL mi
SHEATHING
7TOP CHORD OFBOT. CHORD OF
FLOOR TRUSS - 1 FLOOR TRUSS 7
\-GYPSUM BOARD \-2x4 DIAPHRAM BLOCKING 0 24' O.C.
NAILER, CONTINUOUS ACROSS 1st (2) TRUSS BAYS
CONNECT TO EA. BOTTCIM CHORD 4W/ (4)
10d NAILS
"HETA20" STRAP @ 24" O.C. PROMDE SOLID 2x4
BLOCKING BETWEEN TOP & BOT. CHORDS 'dMERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL
ALT. DETAIL @ FLOOR TRUSS
PARALLEL TO WALL
ROOF TRUSSES OR 2x RAFTER'
AT 24" O.C.- CONNECT
W/ (2)164 MIN. COMhAONS
TOE -NAILED TO TOP PLATE
SIMPSON "SP2" —
2x STUDS AT
16' O.C.
FLR. TRUSSES AT
24" O.C.
RAKE TIE BEAM W/ (1) #5 CONT.
0
SEE
S
Q
BALUSTER SPACING MUST REJECT 4" DIA. SPHERE
4
BAR CONT.
II �
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UP TO HEIGHT OF 34"- BOTTOM RAIL OR CURB
0
o
4'-0" (' /B" TYPE "X" GYP. BD.
0
MUST REJECT 2" DIA. SPHERE
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FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE)
REMAINDER AT 7" O.C.
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STAIR TREAD AND RISER CALCULATION
0
SEE PLANS FOR LOCATIONS ,AND TYPES
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1/2" DRYWALL OVER 1x2 P.T. (MIN.)
z
(2) RISERS + (1) TREAD = 24" TO 25"
AT 24" O.C. (MAX.)
(MIN.) (MAX.)
z
CORE -FILL 500 FOAM INSULATION IN ALL
CD
ii
OPEN CMU WALL CELLS - REFER TO
REFER TO FLOOR PLAN FOR NUMBER OF TREADS AND RISERS
ENERGY CALCULATION FOR R -VALUE
HANDRAIL WITH CIRCULAR CROSS
ii
SECTION DIAMETER BTWN. 1 1/2"
11
#5 VERT. BAR TIED INTO #5 BAR
TOTAL STAIR, RUN
TO 2", OR PROVIDE CROSS SECTION
DOWEL AND TOP COURSE REBAR
MINIMUM TREAD (NOT INCLUDING NOSING) = 9" WIDE
OF EQUIVALENT GRASPABILITY
�,
;r -J/4 PLYWOOD
PERFORMANCE—,,",2x8 BLOCKING BEHIND HANDRAIL 1" NOSING
i
FLOORING
TOP AT 39" ABOVE EDGE OF TREAD
PRECAST WDW. SILL - TYP. AT
..
.'�
1u
FLOOR TRUSS
NOTE: PICKETS SHALL BE PLACED NO/��
NAIL (2)2x4 TO BOTTOM OF
GREATER THAN 4" O.C. /
/ ,FLOOR TRUSS 12" OR LESS IN
1x1O STRINGER
/ DEPTH
1" NOSING
2x12 TREAD /
2x8 STAIR LEDGER CONNECT TO
FLOOR TRUSS W,' (2)10d NAILS AT
3,+'4" PLYWD. /
6" O.C. MAX. OR EQUIVALENT
RISER
1
w �_
CONNECT CARRIAGE TO LEDGER W;''
m /
(2)104 TOE -NAILED COMMONS
z
STAGGERED EA. SIDE
CONNECT PLYWD. RISER
TO
o z Q TREAD WTH (4) 8d NAILS
Q =w
o 2x12 CARRIAGE AT SIDES ,AND
W CENTER OF STAIRS WITH 2x6
®
/ SPACER AT SIDE WALLS
ECTO EA. STUD
W/N�Z) lOd COMMONSACER
®
2x4 P.T.
KICK PLATE
r
r
TYPICAL STAIR SECTION
SCALE: N.T.S.
FLASHING;
ALL ROOF AND WALL FLASHING TO BEALUMINUM OR
GALV. METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS AT 24" O.C. IMAX.
CONT. 2x6 TOP RAIL- CONNTEC
TO FLR. TRUSS W/ (6)164 NAIL`.
EXT. SHEATHING NAILING PATTER
PROVIDE 8d NAILS AT 5" 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 NAILS
(2x4 P.T. IF IN CONTACT IN/ CO
ALTERNATE FLR.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN. RAILS
AS PART OF FLR. TRUSS END CONST.
2x4 SYP f STUDS 16" O.C.
3/4" PLYWOOD
�FLOOR PRE-ENG'D. FLOOR
TRUSSES @ 24" O.C.
7/16° MIN. STRUCTURAL WALL mi
SHEATHING
7TOP CHORD OFBOT. CHORD OF
FLOOR TRUSS - 1 FLOOR TRUSS 7
\-GYPSUM BOARD \-2x4 DIAPHRAM BLOCKING 0 24' O.C.
NAILER, CONTINUOUS ACROSS 1st (2) TRUSS BAYS
CONNECT TO EA. BOTTCIM CHORD 4W/ (4)
10d NAILS
"HETA20" STRAP @ 24" O.C. PROMDE SOLID 2x4
BLOCKING BETWEEN TOP & BOT. CHORDS 'dMERE
STRAP DOES NOT ALIGN W/ TRUSS VERTICAL
ALT. DETAIL @ FLOOR TRUSS
PARALLEL TO WALL
ROOF TRUSSES OR 2x RAFTER'
AT 24" O.C.- CONNECT
W/ (2)164 MIN. COMhAONS
TOE -NAILED TO TOP PLATE
SIMPSON "SP2" —
2x STUDS AT
16' O.C.
FLR. TRUSSES AT
24" O.C.
ROOF PLAN FOR REQ'D.
IN
AT EA. h1Eh:iBER
DEFER TO HEADER
SCHED. FOR SIEES
SIMPSON "DSP"
AT 15" O.C.
ACROSS HDR. SPAN
SIMPSON 1STA21"
STRAP AT
HDR. STUD TO BEAM
2x4 OR 2x6 Rl,:J BD. BTWN.
LR. TRUSS -- CONNECT TO
TRUSS W/ (4)154 NAILS (2x4)
(5)f5d MAILS (2x6)
17
2x4 P.T. RIM BD. BTWN.
FLR. TRUSS -- CONNECT
TO TRUSS W/ (4)164 NAILS
DBL. 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
CONC. BLOCK EXT. WALL J' "HETA20" STRAP AT 24" O.C. MAX. AT
FLR. TRUSS PERP. TO WALL OR
24" O.C..AT GABLE END TRUSS
2—STY, EXT. FRAME
��':,LL CONf�IEOTOR DETAIL
SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER
MANUF. INSTALLATION DETAILS) OVER 15# FELT
(2" SIDE LAP / 4" END LAP AND CAP NAILS
AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON
7;16" SPAN RATED STRUCTURAL SHEATHING
(SEE ROOF NAILING PATTERN) AND
PRE ENG'RED ROOF TRUSSES AT 24" O.C.
HU RR. STRAP AT EA. TRUSS L
SEE ROOF PLAN PER
CONT. 2x4 DBI. PLATE W/
ELEV
SI,MPSON SP2 AT EA. SMD �
DRIP EDGE
OVER FASCIA '
FASCIA MATERIAL -
2x4/2x5 SUBFASCIA
REFER TO SUBD.
SPECIFICATIONS
FOR FASCIA MATERIAL
CONT. ALUM.
VENTED SOFFIT
7/8" THK. CEMENT PLASTER OVER
7/16" MIN. STRUCTURAL WALL
SHEATHING -SEE DETAIL FOR
REQ'D. NAILING PATTERN
CONT. 2x4 TOP RAIL -CONNECT
TO FLR. TRUSS W,/ (4)16d NAILS -
2X4 WOOD BLOCK BY
TRUSS MANUFACTURER ----------
CONT. 2x4 PT BOTTOM. RAIL -CONNECT
TO FLR. TRUSS W,/ 0)164 NAILS
CONTINUOUS PVC MID WALL
STUCCO WEEP SCREED
SIMPSON "HETA20" AT EA. TRUSS
FILL ALL HOLES W' NAILS
(TRUSS PARRALLEL TO WALL -STRAP .AT
EA. VERT. CHORD (24" O.C. MAX.)
8x8x16 CONC. KNOCKOUT ELK.
TOP COURSE - FILL W/ CONC.
AND 1-#5 BAR CONT.
1/2" EXTERIOR, PORTLAND
CEMENT PLASTER OVER
R-38 INSULATION
'-1'`2" GYPSUiM BD.
12" DLAPHRAM AREA
10
FASTEN W/ 5d NAILS AT 4" O.C.
REMAINDER AT 7" O.C.
R-11 MIN. INSULATION -
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
2x4 SYP STUDS AT 16" O.C. O 8'-1 1;''8" WALLS
2X6 SPF STUDS AT 16' O.C. (D WALLS > 8'-1 1/8" H.
CONT. 2x4 PLATE
3,x'4" T&G PLYWOOD FLOOR -NAILED &
GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
PROVIDE DRAFTSTOPPING TO SEPARATE
CEILING AREAS NO GREATER THAN 500 S.F.
RAKE TIE BEAM W/ (1) #5 CONT.
P -ENC" TRU ES
SEE
S
Q
:�� 24' O.C. (My,,.
4
BAR CONT.
II �
1
I
I
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(
o
ROOF PLAN FOR REQ'D.
IN
AT EA. h1Eh:iBER
DEFER TO HEADER
SCHED. FOR SIEES
SIMPSON "DSP"
AT 15" O.C.
ACROSS HDR. SPAN
SIMPSON 1STA21"
STRAP AT
HDR. STUD TO BEAM
2x4 OR 2x6 Rl,:J BD. BTWN.
LR. TRUSS -- CONNECT TO
TRUSS W/ (4)154 NAILS (2x4)
(5)f5d MAILS (2x6)
17
2x4 P.T. RIM BD. BTWN.
FLR. TRUSS -- CONNECT
TO TRUSS W/ (4)164 NAILS
DBL. 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
CONC. BLOCK EXT. WALL J' "HETA20" STRAP AT 24" O.C. MAX. AT
FLR. TRUSS PERP. TO WALL OR
24" O.C..AT GABLE END TRUSS
2—STY, EXT. FRAME
��':,LL CONf�IEOTOR DETAIL
SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER
MANUF. INSTALLATION DETAILS) OVER 15# FELT
(2" SIDE LAP / 4" END LAP AND CAP NAILS
AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON
7;16" SPAN RATED STRUCTURAL SHEATHING
(SEE ROOF NAILING PATTERN) AND
PRE ENG'RED ROOF TRUSSES AT 24" O.C.
HU RR. STRAP AT EA. TRUSS L
SEE ROOF PLAN PER
CONT. 2x4 DBI. PLATE W/
ELEV
SI,MPSON SP2 AT EA. SMD �
DRIP EDGE
OVER FASCIA '
FASCIA MATERIAL -
2x4/2x5 SUBFASCIA
REFER TO SUBD.
SPECIFICATIONS
FOR FASCIA MATERIAL
CONT. ALUM.
VENTED SOFFIT
7/8" THK. CEMENT PLASTER OVER
7/16" MIN. STRUCTURAL WALL
SHEATHING -SEE DETAIL FOR
REQ'D. NAILING PATTERN
CONT. 2x4 TOP RAIL -CONNECT
TO FLR. TRUSS W,/ (4)16d NAILS -
2X4 WOOD BLOCK BY
TRUSS MANUFACTURER ----------
CONT. 2x4 PT BOTTOM. RAIL -CONNECT
TO FLR. TRUSS W,/ 0)164 NAILS
CONTINUOUS PVC MID WALL
STUCCO WEEP SCREED
SIMPSON "HETA20" AT EA. TRUSS
FILL ALL HOLES W' NAILS
(TRUSS PARRALLEL TO WALL -STRAP .AT
EA. VERT. CHORD (24" O.C. MAX.)
8x8x16 CONC. KNOCKOUT ELK.
TOP COURSE - FILL W/ CONC.
AND 1-#5 BAR CONT.
1/2" EXTERIOR, PORTLAND
CEMENT PLASTER OVER
R-38 INSULATION
'-1'`2" GYPSUiM BD.
12" DLAPHRAM AREA
10
FASTEN W/ 5d NAILS AT 4" O.C.
REMAINDER AT 7" O.C.
R-11 MIN. INSULATION -
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
2x4 SYP STUDS AT 16" O.C. O 8'-1 1;''8" WALLS
2X6 SPF STUDS AT 16' O.C. (D WALLS > 8'-1 1/8" H.
CONT. 2x4 PLATE
3,x'4" T&G PLYWOOD FLOOR -NAILED &
GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
PROVIDE DRAFTSTOPPING TO SEPARATE
CEILING AREAS NO GREATER THAN 500 S.F.
4" ^3 1;!2" MIN. CONC. SLAB (2500 PSI)
IdfN.W/ FIBERMESH OR 6x6 10110 W0
OVER VAPOR BARRIER,
n
FINISH GRADE n
CLEAN COMPACTED
N z EARTH FILL
#5 BAR DOWEL TIED TO
FTG. REBAR, .AT E.A. MONOLITHIC SLAB EDGE
REINF. FILLED CELL AS 20" FOOTING PER SLAB PLAN
LOCATED PER SLAB PLAN Iv'IIN1.
TYP. EXT, 2 -STORY WALL SECTION
SCALE: 1 /2"=1'-O"
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 UNE OF WALL - /— (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE -ENG RED ROOF
SHEATHING TRUSSES AT 24" O.C.
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RAKE TIE BEAM W/ (1) #5 CONT.
P -ENC" TRU ES
MAINTAIN 2" CLEARANCE
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BAR CONT.
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DIAPHRAIr1 AREA @ GARAGE CEILING W/
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OPEN CMU WALL CELLS - REFER TO
ENERGY CALCULATION FOR R -VALUE
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11
#5 VERT. BAR TIED INTO #5 BAR
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AT EA. REINF. CONC. FILLED BLOCK
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CELL AS LOCATED PER PLANS
PRECAST WDW. SILL - TYP. AT
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4" ^3 1;!2" MIN. CONC. SLAB (2500 PSI)
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n
FINISH GRADE n
CLEAN COMPACTED
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LOCATED PER SLAB PLAN Iv'IIN1.
TYP. EXT, 2 -STORY WALL SECTION
SCALE: 1 /2"=1'-O"
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 UNE OF WALL - /— (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED WOOD ROOF AND PRE -ENG RED ROOF
SHEATHING TRUSSES AT 24" O.C.
m
RAKE TIE BEAM W/ (1) #5 CONT.
MAINTAIN 2" CLEARANCE
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TO REBAR FROM TOP OF BEAM
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BAR CONT.
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26 CONT. P.T. W/ (1) ROWS
OF 1;'4"x 2-3/4" TAPCONS AT
12" O.C.- STAGGERED
3/4" PLYWOOD
DECKING
DOUBLE 8x8x16 CONC.
KNOCKOUT ELK. COURSE
- FILL W/ CONC. AND
1-#5 BAR CONT.
'_�PROVIDE CONT. FIRE CAULK OR(I RADIANT
FIRE WOOL P ROOF SHEATHING L BARRIER
QI
ANDTRAKEBEAM CONSTRUCTION
JCIN
-PRE-ENGINEERED
N 11 ROOF TRUSSES
AT 24" O.C.
�-1 /2" GYPSUh1 BD. `--R-38 INSULATION
FOAM CORE FILL INSULATION IN ALL OPEN
CMU WALL CELLS - REFER TO ENERGY
CALCULATION FOR P, -VALUE
1/2" DRYWALL OVER DBL. 1x2 P.T.
AT 24' O.C. (MAX.)
8x8x16 2 HR. FIRE -RATED
CMU WALL
A5 VERT. BAR TIED INTO 5 BAR
OWEL AND TOP COURSE EB,AR AT
EA. REINF. 010. FILLED BLOCK CELL
AS LOCATED PER PLANS
3/4" T&G PLYWOOD FLOOR -NAILED &
GLUED W,/ 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C..AT PANEL EDGES
PROMDE DRAFTSTOPPI40 TO SEPARATE CEILING
AREAS NO GREATER THAN 500 S.F.
PRE-ENG'RED. FLR. TRUSSES AT
24" O.C. (MAX.) STAGGERED
BTWN. ADJ. UNITS
1/2" GYPSUM BD.
CORE -FILL 500 FOAM INSULATION IN
ALL OPEN CMU WALL CELLS
1/2" DRYWALL OVER DBL. 1x2 P.T.
(MIN.) AT 24" O.C. (MAX.)
8x8x16 2 HR. FIRE -RATED
Ch,1U WALL
u5 VERT. BAR TIED INTO #5 BAR
641YEL AND TOP COURSE REBAR AT
EA. REINF. CONC, FILLED BLOCK CELL
AS LOCATED PER PLANS
3 MIN. CONC. SLAB
(2500 PSI} W/ FIBERMESH
OR 6x6 10,10 WWM OVER
VAPOR BARRIER
�— CLEAN COMPACTED
EARTH FILL
"—MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEPARATION WALL SECTION AT ROOF
j TRUSS PARRELLEL TO FRAME WALL
SCALE. 1/2"=1'-O"
LATEST REVISION
DATE TO MASTER -
02 -20-12
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SINGLE 8x8x16 CONC.
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26 CONT. P.T. W/ (1) ROWS
OF 1;'4"x 2-3/4" TAPCONS AT
12" O.C.- STAGGERED
3/4" PLYWOOD
DECKING
DOUBLE 8x8x16 CONC.
KNOCKOUT ELK. COURSE
- FILL W/ CONC. AND
1-#5 BAR CONT.
'_�PROVIDE CONT. FIRE CAULK OR(I RADIANT
FIRE WOOL P ROOF SHEATHING L BARRIER
QI
ANDTRAKEBEAM CONSTRUCTION
JCIN
-PRE-ENGINEERED
N 11 ROOF TRUSSES
AT 24" O.C.
�-1 /2" GYPSUh1 BD. `--R-38 INSULATION
FOAM CORE FILL INSULATION IN ALL OPEN
CMU WALL CELLS - REFER TO ENERGY
CALCULATION FOR P, -VALUE
1/2" DRYWALL OVER DBL. 1x2 P.T.
AT 24' O.C. (MAX.)
8x8x16 2 HR. FIRE -RATED
CMU WALL
A5 VERT. BAR TIED INTO 5 BAR
OWEL AND TOP COURSE EB,AR AT
EA. REINF. 010. FILLED BLOCK CELL
AS LOCATED PER PLANS
3/4" T&G PLYWOOD FLOOR -NAILED &
GLUED W,/ 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C..AT PANEL EDGES
PROMDE DRAFTSTOPPI40 TO SEPARATE CEILING
AREAS NO GREATER THAN 500 S.F.
PRE-ENG'RED. FLR. TRUSSES AT
24" O.C. (MAX.) STAGGERED
BTWN. ADJ. UNITS
1/2" GYPSUM BD.
CORE -FILL 500 FOAM INSULATION IN
ALL OPEN CMU WALL CELLS
1/2" DRYWALL OVER DBL. 1x2 P.T.
(MIN.) AT 24" O.C. (MAX.)
8x8x16 2 HR. FIRE -RATED
Ch,1U WALL
u5 VERT. BAR TIED INTO #5 BAR
641YEL AND TOP COURSE REBAR AT
EA. REINF. CONC, FILLED BLOCK CELL
AS LOCATED PER PLANS
3 MIN. CONC. SLAB
(2500 PSI} W/ FIBERMESH
OR 6x6 10,10 WWM OVER
VAPOR BARRIER
�— CLEAN COMPACTED
EARTH FILL
"—MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEPARATION WALL SECTION AT ROOF
j TRUSS PARRELLEL TO FRAME WALL
SCALE. 1/2"=1'-O"
LATEST REVISION
DATE TO MASTER -
02 -20-12
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