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MODEL: RIVERVIEW- 7 UNIT TOWN
MISC. SHEET LIST
AREA
WINDOWS
CODE
DESCRIPTION
0016
SINGLE HUNG - BLOCK
0026
SINGLE HUNG - FRAME
0030
FIXED GLASS - FRAME
UNBIT
UNIT
0021
SLIDING GLASS DOOR - BLOCK
834
134
1 VMFLG
VERTICAL - BLOCK
1 VMFIN
VERTICAL - FRAME
834
DOORS
CODE
DESCRIPTION
7
SINGLE/DOUBLE INSWING/OUTS%%'ING
(2068, 2468, 2668, 2868, 6068)
1 816
8'x7' GARAGE DOOR
q01 I
q46
AREA
BUILDING TYPE:
2 STORY TOWNHOUSE
Sheet Title
TAB
CON5TRUC T ION TYPE:
UNPROTECTED, UNSFRINKLED
UNIT
UNIT
UST
UNIT
UNIT
UNBIT
UNIT
BOD L
15t 5TY. LIVING
834
134
1541
664
bb4
1541
834
51g8
2nd 5TY. LIVING
q46
G01
q01
1 816
816
q01 I
q46
6221
TOTAL LIVING
1750
1635
16551
1450
1480
1&551
1780
11425
ENTRY
40
51
511
&51
65
51
40
363
GARAGE
2581
230
230
2421
242
230
238
1650
LANAI
411
NA
NA
NA I
NA
NA
41
52
TOTAL U.R.
20gq
Igl6
Ig16
1751
1187
Iglb
20gg
13520
PATIO
NA
36
3b
36
35
36
NA,
00
CODE SUMMARY
APPLICABLE CODES-
ODESI. FLORIDA BUILDING CODE 200-1 - RESIDENTIAL 2007 1 2008 5UPP LEMENT5
1.
2. FLORIDA BUILDING ,ODE 2004 - BUILDING; CHAPTER 13 - AG.',E5515ILITY
3. NATIONAL ELECTRICAL CODE, NFP,A 70, 2005 EDITION
4. FLORIDA FIRE PREVENTION. CODE - 2007 EDITION
BUILDING TYPE:
2 STORY TOWNHOUSE
Sheet Title
0
CON5TRUC T ION TYPE:
UNPROTECTED, UNSFRINKLED
1
Elevations
FIRE PROTECTION RATING REOUIREI ENT5:
Elevations Side -Rear
3
1st Floor Plan
REOUIRED
PROVIDED
5
I. PARTY ,AND FIRE NALLS
2 HR.
2 HR,
7
2. INTERIOR BEA RI hG RALL5
0
0
g
3. INTERIOR NON BEARING PARTITIONS (PER 705.1.2,
0
0
1
4. COLUMNS
0
0
13
5. BEAMS GIRDER5, T RU55E5 AND ARCHE5
0
0
D1
6. FLOOR/CEILING C•ON5TRU:.TION
D2
Detail Sheet
D3
1. ROOF /
0
0
8. EXTERIOR BEAR103 MALLS
HORIZONTAL 5EPAR,ATION: (PARRALLEL HALLS)
0 ft. to 6 Ft (0 0 O E -NI G-5)
1 (0%)
NIA (0%)
OVER 6 ft
0
0
q. EXTERIOR NON BEARING byA1_L5
HORIZONTAL 5EP-ARATION: (PARRALLEL KALL5)
0 ft. to 6 ft (0 o OPENINGS)
1 (OY)
N/A (0%)
OVER 6 ft
0
O
DI
AR b?_? -,e,
Mme,
' G
Sheet List Table
Sheet Number
Sheet Title
0
Cover Sheet
1
Elevations
2
Elevations Side -Rear
3
1st Floor Plan
4
2nd Floor Plan
5
Cross Sections
6
1st Electrical Plan
7
2nd Electrical Pian
8
Foundation Plan
g
Plumbing
10
1st Block Plan
1
2nd Block Plan
12
1st Framing Plan
13
2nd Framing Plan
14
Separation Walls
D1
Detail Sheet
D2
Detail Sheet
D3
Detail Sheet
M
LATEST REVISION
DATE TO MASTER:
09-18-00
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M/1 ORLANDO
FOAM 50FFIT
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um.MAIRksivilball rrAL
PRINCETON
® PRINCETONTRENTON
I
TRENTON
I PRINCETON
UNIT iTF
UNIT "EII
UNIT "ID"
UNIT 4°C1'
V UNIT "Bly
BAND AT
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V BAND AT v
DOOP1110W.
TOP OF 2ND 57Y.
_ MALL PLATE
j +18'-q i1Y
-11" 2nd 5TY. FIN. FLR.
+10'-5-34"
TOP OF 15T 5TY.
BLK. b,IALL
+q' -T
TF OF SLAB
FRONT ELEVATION
114" = 1'-0"
CODE 5{JNi�ARY
APPLICABLE'ODE5
I. FLORIDA BUILDINS'ODE 2001 - RESIDENTIAL 2001 ? 200 5UPPLEN iENT5
2. FLORIDA BUILDING CODE 2004 - 51JILDING; GH,APTER 13 - A"E5515ILITY
3. NATIONAL ELECTRICAL ,ODE, NF PA 10, 200 EDITION
4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION
BUILDING TYPE:
2 5TORY TOMI HOUSE
�L
o
'ON5TRU'TION TYFE:
UNPROTE'TED,UNSFRINKLED
COU
FIRE PROTECTION RATING REOUIREI 1ENlT5:
L
5"W. 5CORED BAND
AT DOOWb,VR
REQUIRED
PR0\/IDED
I. PARTY AND FIRE KAL1-5
a
81N. SCORED BAND
— — — — — — _AT DOORr_�[Dl l_I
2 HR.
2. INTERIOR BEARING b lAL L5
0
0
3. INTERIOR NON BEARING PARTITION5 PER 105.1.2)
ry
0
0
4.'OLUMN5
Cn CNLLI
0
0
5. 5E,AN 15, GIRDERS, TRUSSES ,AND ARCHES
❑ ❑
0
0
❑❑❑�
0
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1. ROOF /'EILIN5'ON5TRIJCTIONl
0
0
5. EXTERIOR BEARING KALLS
F-1 El E]
HORIZONTAL 5EPARATION: (PARRALLEL WALLS)
0 ft. to TF—F— i'0 % 01-ENIN05)
1 (0%)
N/A (0%)
OVER 5 It
BAND AT
DOORY�{DR
— — — — — — —
0
0
q. EXTERIOR NON BE,ARIN15 bN,ALL5
HOR17ONTAL SEPARATION: (FARRALLEL [^ALL5)
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0 R.. to 5 ft (0 90 OPENINGS)
I (0%)
WA (096)
O\/ER a Ft
0
0
BAND AT
DCOR,'WDW.
V BAND AT v
DOOP1110W.
TOP OF 2ND 57Y.
_ MALL PLATE
j +18'-q i1Y
-11" 2nd 5TY. FIN. FLR.
+10'-5-34"
TOP OF 15T 5TY.
BLK. b,IALL
+q' -T
TF OF SLAB
FRONT ELEVATION
114" = 1'-0"
CODE 5{JNi�ARY
APPLICABLE'ODE5
I. FLORIDA BUILDINS'ODE 2001 - RESIDENTIAL 2001 ? 200 5UPPLEN iENT5
2. FLORIDA BUILDING CODE 2004 - 51JILDING; GH,APTER 13 - A"E5515ILITY
3. NATIONAL ELECTRICAL ,ODE, NF PA 10, 200 EDITION
4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION
BUILDING TYPE:
2 5TORY TOMI HOUSE
�L
o
BAND AT
DCOR,'WDW.
V BAND AT v
DOOP1110W.
TOP OF 2ND 57Y.
_ MALL PLATE
j +18'-q i1Y
-11" 2nd 5TY. FIN. FLR.
+10'-5-34"
TOP OF 15T 5TY.
BLK. b,IALL
+q' -T
TF OF SLAB
FRONT ELEVATION
114" = 1'-0"
CODE 5{JNi�ARY
APPLICABLE'ODE5
I. FLORIDA BUILDINS'ODE 2001 - RESIDENTIAL 2001 ? 200 5UPPLEN iENT5
2. FLORIDA BUILDING CODE 2004 - 51JILDING; GH,APTER 13 - A"E5515ILITY
3. NATIONAL ELECTRICAL ,ODE, NF PA 10, 200 EDITION
4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION
BUILDING TYPE:
2 5TORY TOMI HOUSE
CO
o
'ON5TRU'TION TYFE:
UNPROTE'TED,UNSFRINKLED
COU
FIRE PROTECTION RATING REOUIREI 1ENlT5:
L
U
REQUIRED
PR0\/IDED
I. PARTY AND FIRE KAL1-5
a
2 HR.
2 HR.
2. INTERIOR BEARING b lAL L5
0
0
3. INTERIOR NON BEARING PARTITION5 PER 105.1.2)
ry
0
0
4.'OLUMN5
Cn CNLLI
0
0
5. 5E,AN 15, GIRDERS, TRUSSES ,AND ARCHES
0
0
8. FLOOR/CEILINS'ON5TRU'TION
0
0
1. ROOF /'EILIN5'ON5TRIJCTIONl
0
0
5. EXTERIOR BEARING KALLS
HORIZONTAL 5EPARATION: (PARRALLEL WALLS)
0 ft. to TF—F— i'0 % 01-ENIN05)
1 (0%)
N/A (0%)
OVER 5 It
0
0
q. EXTERIOR NON BE,ARIN15 bN,ALL5
HOR17ONTAL SEPARATION: (FARRALLEL [^ALL5)
nI m
0 R.. to 5 ft (0 90 OPENINGS)
I (0%)
WA (096)
O\/ER a Ft
0
0
(DCf)
LATEST REVISION
DATE TO MASTER:
09-18-09
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIiNIENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO 11;1
HOMES FOR CLARIFICATION!
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LEXINGTON ®
PRINCETON
TRENTON
TRENTON
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PRINCETON
LEXINGTON
UNIT "All
UNIT 111311
UNIT "C"
UNIT'"®"
UNIT "Ell
IN UNIT 711
UNIT "G"
41 -0 -
MIN. TY R ,ALL UNITS
4' GALV. MTL. OFF -RIDGE VENT
12
5�
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-23'-3
5HINHE ROOFING
4' GALV. MTL. OFF -RIDGE VENT �-
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T-011 41_01
MIN. TYP. ALL UNITS MIN. TYP..ALL UNITS
SLOPE 5:12
4' GALV. MTL. OFF -RIDGE
4'-0' 4'-0"
MIN. TYP. ALL UNITS MIN. TYP. ALL UNITS
a�4' GALV. MTL. OFF -RIDGE VENT
4'-011 4 all
MIN. TYP. ,ALL WITS I MIN. TYP. ALL UNITS
SLOPE 5:12
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4'-0" T -O"
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5HN6-LE ROOFING -
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MEAN ROOF HEIGHT
8"11. 56ORED LINE SHINGLE ROOFIN6 Y'K SGOREO LIME
— — — ALONG SOFFIT - iYP. — — — — — — — — — — — — ,ALONG SOFFIT - TYP.
i 0P OF 2� 1D 5 i . TOP OF 2� lD 5W.�,iALL PLAN— \ - — — — — — — — — — — — — — — --- — — — — — — — — — _ kl- PLATE_
219 J STY. FIJI. FLR. TEXTURED byALL FINISgi
— — — — — R00=VtNT— — — —
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TEXTURED KALL FINISH
3"b1.5GCRED
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TEXTURED I1,1ALL FIN15H TE'TUREP KALL FIN191
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SIDE ELEVATION - "LEXINGTON" UNIT
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TOP OF 15T ST
K. KALL
40 TOP OF SLAB
(REF. ELEV)
REAR ELEVATION
1/41 _ I'-011
SIDE ELEVATION - "LEXINGTON" UNIT
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LATEST REVISION
DATE TO MASTER:
09-18-00
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- �n
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� •ARI L I �1 1;2"H. 2x � - - - - -
K� `b^CALL i----- ( 2" 3'-b 112" 13'-011 2-11 �' 13'_O' IV "
L \ I -
I II I
4'-10" I 1 1
L a 4 1-3 1-5 41311 11
� 13'-411 I1.211 5'-4 1/212' IC' -D 2'-2
:V
t I a 30" TOP 34 112"H. 2x 34 I'2"H. 2x 30n
I - --KI`dEE !, TALL KNEE WALL r TO,
•�P I 1tL��' II ---- 1 6-b 112" 2" T b -b 112° 111 ��---- I / - "FI 11 N 2x 34 I%2'H.2x iIT
I I _ �u r " ,
0 0 I i I <N1EE 4,IALL <PIEE KALL
O --I--I --- --
- -- r----------- ---------- --------- - - - -
112" -5-4-
I
5 4a
II ------- ------- I
111 I -------"vLv. HT.IIEo�D-
------- I I
I I
K
IT I @F I ---�I
" I 3v, I I �� u� I I I i , ��
L I I I
� TCP I I I I I I I I 3� Tc. III
�� I OI _
0
III I = I -1 1 I I CLOSET CLO5ET I I
-� q -4 GLG. HT. �n
1 �, ---J I ------- ----- - L---- m I 8' AFF GLS. 8 ,AFF GLG. I III q' -s" GL5. HT.
2 OI-IBR5. 6^[ALL - I� �I I I I10
K. G25 5-10 ? I 21T ---- I I 3vDESK,' �I., - KIT, I II I KIT,
I I GbL 26.4 A -- - - -I q'-4' GL5. P.T. HUTCH q'-4' GLG. HT. �` TILE _ 1 - _ TILE v I0
F AI IDR.AIL I �(
iiI 4 5H I t \I II , NICHE KITn ' 1 I �r
I �ITRY ,n I 3�. I 4-I 41-1' 3-C' 5 If2
ILt �, TILE ' �' q -5 11'2" n n I a r a'_
_s�12 ,I, �I� I� I 2'-10 1,12' 1 ( 2
II 11 , I FOYERE 42' KNEE - -
4 �L�.HT. %bL
42 <NE �6�8
8 U I I I I WALL SLOPED 6NALL SLOPED - - I 20b� 2008 I
112 I 48b q'-4" GLG. HT. 4d! ;T A- V 'STAIRS - - - -
I ,,, ' " " I .,n ,,II "T I 1 ' ' J
I BLK. 3'-8 L�� T-3 L 2 l -3 I rl' 3 -8 112' b -3 I!2' I n -
1 -I
I I G7L 42" OPNO. I I I �, 4 5H. 1 4 H. - - - - - 4 SN. i 4 5H. ` -
Amin ® k
1283 -
N
I I I I
TE i G ,BLE
L
1
I
i I I
41
T�
_ -
PA -:L BRC. !f TALL J LU�•,��Lt TELr'CABLE J 1T11CABLE 20 NEIN ;! q I I I I o
BRC. t,ALL 20 MIN TEL/6ABLE f
I I I I PANEL PANEL PANEL FIRE DR.' � � IRE DR. PA11EL
k�, I I �, SEE SHEET 5 FOR I I I I qe� UP _ _ OF - F `
�. 5TAIR SECTION i i i i BARRIER rtt. I BRC. 6NALL
PED 51N< PED SINK
1/2m 0
DETAIL5 I I I I P03T TO SLAB I I m I I A -
�� liRS. WALL
L_ L L L - - - 20 NII11 20 NIN II 311 c. �� N
WI -OR KH FIRE DR.
BARRIER Kt. �o FIRE CR. �WROR w. I. I
N - 20 MIN DBL 2,12 5i
GI4 FIRE DR. P05T TO SLAB F1DR 4,1i 3 23'08 23b8 DBL H 15YP V 5r ' 3 L71 TO 5 - - - - - -
385 4 SH. �� mf of ® @I
5TUG5 EA. END ��� I rUDS EA. ENDJ 10 -8"a8 3068 IOI 8n
J
NOTE #e, �� l` 4&6 4'-O" 4'-0" 48.6
288 1 10'-3" 5'-I L%2 51-2' -2" 5'-I 112" 10'-8"
- - - - - - - - -
PR
PROVIDE LAYER OF n - - -
5/ 0` IDE PROVIDE (1) L,\YER O F PROVIDE (1) LAYER OF =
"X" GYP BD. PRCV'IDE (I) LAYER OF -� � � _� �
SAT 5ARA5E CEILING 5x311 I PE "; "GYF Bd2. _ = 7' ��G j PROVIDE (I) LAYER OF
o 3 8 3Q68 v 5;� I L of P 5;8 TYPE '!, GYF ED. _ T
AT GARAGE GEILII U I 513 I PE 'C' 5YP ED.
AND 112" GYP. 50. AT AT GARAGE GEILIN"v AT GARAGE CEILING IALL ENTRY ENTRY ,
GAR,A5E FRAME 1^IALLS AND 1/211 GYP. BD..AT 48.b I 48,6 2' /i P �- � " ,�BE).j I^IALL AT 3ARAC-E GtIL11ve
AND 11� '� I I . BD. , I A 1D 112 CII . .AT - ABOVE al all „ , � V � v n
- - - - - - GLG. HT- - - q -4 �L . HT. - - -ABC ABOVE C. AT
�_ AND 11 5 I P. B
(� jj GARAGE FiZANI� !^TALCS s - - - - - - � , �- ,'� '^ ,, � ~s SARA�E FRAME I^1ALL5
� GARAGE Itl @II @I I I I @I @( � � I � IDI ®a C:ARni.�t F14�1 1E , I -,LLS GARA,CE FRA11E ��TALLS � , �
' - - - - - - -
GARAGE GARAGE --
BALL q'-4" GLG. FITiO'-4° ~ 3 5-I" 5'-i 11 -
GARAGE a GARAGE
U jj �/ �� V P.G. LINTEL K/ P.G. LINTEL WI J
till q'-4' GLG. FIT. _ E,�►I V R f
ENTR q'-4" GLG. HT. a'-4" GLG. HT. r "'OFFIT ELK. GOLIRSE AEV. BLE. GCI1�E ABV. 3xa q'-4' GL5. HT.
/51H. FLAT 8 H.FLA LAT o �L'K
5�OFFI T q'-4" GLS. HT. q'-4" GL5. HT. SOFFIT a- CCL BOL
- - - 10x24 BL<.
r------ r---------� r----------�
I I I GOLdIrIN �----------i
o,ST��DY �Rc.WALL-� r------- - -� -� ---- -------------- m ----- --- ---- --- I- - - - - - -
-- I--
lx� -- ----- ------
I
q'-4" GLG. HT. I i I I L 3.x3 ~SLK. G� IR E ! BLK GLIGUPS�E AEV. a a J I I I
lffI I L:. COL I
� � � I KALL
I
-- -- I -- --------I-- CSL 3!24 BLK. BLK. I I bLALL HB
ABOVE
w - - - - - - - - - - I I ® GOLUMiN I I 160VL I FEE
I I o I I I
� I I I I
I I I I I I I I
I I
8970 OVERHEAD OR
a P _ Mal m ma Au
- - - - - - - - - - - -- - - - - -
385 m 5070 OVERHEAD DR 80-10 OV��AD DP 807C CVEI�AD DR
a 8l? iv^ OVEP��EEAD DR
@ Im
E 26 7171 FEZ
EGRESS I' -I I'-5 12"
II' -3112" q' -II" I'-111,12° q' -II" q' -IC" '-7' q' -ID" 10'4"
22'-0 112' 21'-10 1!2' 21'-10 112" 21'-10 112"
21-10 Ir!<"
LEXINGTON PRINCETON PRINCETON TRENTON KTRENTON
UNIT "A" UNIT "B" UNIT "B" UNIT "C"
221_.J"
Ii' -1n"
ti'_ 1,111'
2x4 DRY 11TAI
5uIIL-
I
UNIT "B"
n n 11 w n u n
SETA I L
UNIT5 'B" II n1✓n ,D,
s'
23'-0'
2-2112" 112' 1, 5.-011 L 12'-0"
l,•L�ING. �
PATIO; ',,V TRK.
L11VL
SAG P.G• LINTEL W,1
BLK. GOiRSE ABV.
�; Is - - - - - - - - - - - - o
,
GCw , LANAI
385 q'-4' CL' HT. I v
q0� 56D II_�Ir I �r
41.0 I
I0'-4 112"
�I
T-4' GL5. HT.
DIMING
CARPET
T-4" CCG. FIT, cn
r
R EA
TAE
UNIT
A
MIT
B
GONG.
UNLIT
LIVING
PATIO K' TNK.
UNIT
ED5E
15', 57 '. LIVING
,Q�
AG
154
bb4
IIBII
154
120130 `3D
5K0
2nd 5T-,, LIVING
.lo
q01
ML
t3ibj
318
ff
q''-4" GL -.( HIT.`
8221
-
DIMING
Ib35
=
CARPET
14201
-
11501
q'-4" GLG. NT.
ENTRY40
F7711
LIVING
KNEE
KALL
C.AR,IET
51
-b 112' 211
555
CV
2351
2501
2501
242
242
3q 112"H. 2x5
6'-6 1;12' 2"
1650
KNEE KALL
I
41
TNA I
34" I 0'-5"
I I I I
- 2"
NA
411
82
TOTAL U.R.
20gq
IglS
1116
1i81
Iia1
BARTOP----
20q ,
13520
m ---II
NA
- OI v
I I BRS. WALL-!
36
_
q'-4" GL5. HT.
-- --
D
130
KIT.
dl�i I:
VI TILE
s
- I2668
-� - -_
42' < SEE
KALL SLOPED
- I h' -b 112" 3'-8 112' 1'-3 112" !W 5TAIR5 „
L
cu 4 51K
1
FBR5.
_
HALL0 I
LIP
l
20 Nall!
I
= ABHOR I�.H!
- BARRIER rsn.
FIRE DR. 1
DBL 2X12 5YP
- POST TO SLAB
f
HDR I,V 3
hiL'V , EA. END
/ 2308
I
PROVIDE (1) LAYER O
513" TYFE 'X" 5Y10 BD.
^068
AT GARAGE GEILrNG5
-
AND 1r2''ST"P. BD. AT
-
GAfR�AGE FRAIME HALLS ®
711"
V'ARJJfAuE",
HT.
ENTRY
0
3"101. FLAT
~rO FIT q' -4'6L5. HT.
@C @f
R"
-77
8x8
ELK cOL H A5V. 8x;3 J
4'4" C•L5. HT.
BLK.
BLK.
I
I
KIT,-
FfE GOL
COL
I
I
I �
I
I
�
8C0 OVFRFEEAD DR.
39b
Y,
a
10'-711
I
21-10 112"
PRINCETON
2x4 DRY 11TAI
5uIIL-
I
UNIT "B"
n n 11 w n u n
SETA I L
UNIT5 'B" II n1✓n ,D,
s'
23'-0'
2-2112" 112' 1, 5.-011 L 12'-0"
l,•L�ING. �
PATIO; ',,V TRK.
L11VL
SAG P.G• LINTEL W,1
BLK. GOiRSE ABV.
�; Is - - - - - - - - - - - - o
,
GCw , LANAI
385 q'-4' CL' HT. I v
q0� 56D II_�Ir I �r
41.0 I
I0'-4 112"
�I
T-4' GL5. HT.
DIMING
CARPET
T-4" CCG. FIT, cn
r
VVDW, ROUGH
OPNG, NOTE
88 718 x 88
WIDTH xHEIGHT
(IN (INCHES)
R EA
TAE
UNIT
A
MIT
B
UNIT
E
UNLIT
LIVING
UNIT
E3
UNIT
BLDG.
TOTAL
15', 57 '. LIVING
834
734
154
bb4
804
154
334
5K0
2nd 5T-,, LIVING
q4b
q01
g01
t3ibj
318
g01
14b
8221
34 112"H. 2x
GAZ°ET
Ib35
1 b55 1
1480
14201
1b35
11501
11425
ENTRY40
F7711
I
KNEE
KALL
-
51
40
555
GARAGE
2351
2501
2501
242
242
230 1
25-51
1650
LANAI
41
TNA I
'N'A I
NA
\,A
NA
411
82
TOTAL U.R.
20gq
IglS
1116
1i81
Iia1
I'a15
20q ,
13520
PATIO
NA
35
36
36
36
35
N.A
130
-
I
n
OI
I
36' TOP
j I
R"
4'4" C•L5. HT.
KIT,-
I �
Y,
TILE
-
'�
2663
I
I
211 I 5'
1"
�-b
36n
G25 I
I
I
4 SH.
HANDRAIL
II_
ENVY
1.1
11
FOYER
Ll
q'-4" GLS
I
a'-1" GL5. HT.
�k3b
I
I
I I
v I/'
1 1
2 LI I,o.
I
I I
TEL/GABLE
vuLNCR
I
I I I
PANEL
5EE 5HEET 5OR
I I
-
BARRIER,M1.
I
I I I
5TAIR 5EGTIONd
fel
POST TO SLAB
i
I I I
DETAILS
I -I 112"
I I
o
----����
20 MIN
FIRE DR.
G14
5EE
4 5H.
NOTE 44
@F
PROVIDE (1) LAYER OF
23' 3
518" TYPE "X" GYP ED.
AT GARASE CEILING-
i
5'-0"
AND I,''2" 5YP. BD. AT
GARASE FRAME Y dALL5
GA RAGE
`r
q'-4" GLG. HT.
2xb
Z v
10'-4"
64ALL
III_r;n
1�z
;L
BRC. KALL J
LLIV
--
-------�
STUDY
I
I
�
_
q'-4" C, 0. HT,
a�
v z
--I--LIJ
-
I
_-----
-
- - - -
- - - - - -
-
¢vim
I �L
`u
I
I
I
I
�
0
OVERT SAD DR.
VVDW, ROUGH
OPNG, NOTE
88 718 x 88
WIDTH xHEIGHT
(IN (INCHES)
383
E6RF55
22-0 112"
LEXINGTON
UNIT"All
1st ST>'' FLOOF PLn`iy1 NOTES:
I. ALL INTERIOe FRA IE KALL ARE DRAWN ,AND DII iEPISIONED TO BE 3 Irl" 411DE UNLESS OTHER'rIlSI DOTED.
2. ALL 'EXTERIOR BLOCK ARE 5HOHN AND DIMENSIONED TO BE 15/5' WIDE UNLE55 OTHERWISE NOTED.
3. ,ALL FULL HEISH 1 SLOG< KALL5 4111TH NU OPENINGS SP*i I. S,RC'UTEO FILLED CELL5 ARE C0N51DERED 5HE.AR
V!ALL5.
4. L / 1 1DIGATE5 FRAI`F LL,ARIINO BALL. K-11-5 DO NOT REOIRE LrLIFT GONPIEGTOPS DUE TO 6iALL
SUPPORI IN`3 C-RAVITY L"'AF.5 ONLY, ,ALL UPLIFT LOAD5 .ARE FANDLED, BY YUIGK-TIE IN5141LATION. 5EE SHEET II
FOR ADDL. INFORMP\ T ION
5. ®I IMPIGATE5 FILLED REINFORCED VERTIG.AL BLOG< DELL - CONT. FROM F oOTING TO G. d.U. TOP 6CUR5E
INDIGATE5 8" GNLI I•^I,.ALL. TOP CFq'-4" PROVE TCP OF 5LA5.
INDICATES 2 -HR. FIRE 5E ARATIOFI. MALL BT6,'N. UNIT5. 5EPARATION KALL C,ONTINLIGV5 FRONT TOP
OF FIR5 5TORY SLAB TO UND'ER51DE OF 5ECOiND 5 -OR/ ROCIF DEGKIN:;. N10 ELEGTRIGAL, °LUN 01iNS,
'1EG4ANIGAL, OR OTHER BLDG. SERIr'IGE SHALL BE HI THIN Cit NETRATL THE SEPARATICiN KALL,
3. PROVIVE UL TE5TED FIRE C;AUL<li l5 ON ALL ELEGTRIC•AL,FLU BEING AND I` EGH,ANIGAL PENETRATION THRCtI&I
RATED :AND GEILII^f S
I, VENT DRYER TO OL75IDE T H RGL i A I T IG OR KALL.
10, r CIVIDE 24'w, 6,LALL CAVITY, VOID OF 5TUD5, BEHIND HA514ER FOR PLII',EBIN3 ',OX AND STAG:,
II. IKCVIDE 12"w, 4'IALL C',VIT', VOID OF 5TUV5, AT 5HO''HI R CONTROL VALVE LCL'.ATIOiN.
12. INHALL AL L IE'�FERED GL SS IN ALL 5HO6,ER EA,LOH.KE5 AND HAZARDOU5 SLAZINS LO'CATION5.
13. \XX - INDICATES WIND FRE55URE IN PS.F. FOR WINCOW o �;\Ii a.
14. "FLR`G LINE' - 1 1016• .ice 61HAN64, IN FLOOR FIIM15N,
P I
5. REFER TO CONT�AGT GFLANC� ORDER F �? -LOO: FINISHES.
Ib. PROVIDE PORT ABLE FIRE E',,TIN,30I5HER5 (FE) 4^U !,,TALL MOUi`1TED HAND R5 AT LIXATION5 5HOHN,
1st STY. FLOOR PLAN
114" = 1'-0"
LATEST REVISION
DATE TO MASTER:
R EA
TAE
UNIT
A
MIT
B
UNIT
E
UNLIT
UNIT
G
UNIT
E3
UNIT
BLDG.
TOTAL
15', 57 '. LIVING
834
734
154
bb4
804
154
334
5K0
2nd 5T-,, LIVING
q4b
q01
g01
t3ibj
318
g01
14b
8221
TOTAL LIVING
I 1130 I
Ib35
1 b55 1
1480
14201
1b35
11501
11425
ENTRY40
51
51
b5
55
51
40
555
GARAGE
2351
2501
2501
242
242
230 1
25-51
1650
LANAI
41
TNA I
'N'A I
NA
\,A
NA
411
82
TOTAL U.R.
20gq
IglS
1116
1i81
Iia1
I'a15
20q ,
13520
PATIO
NA
35
36
36
36
35
N.A
130
383
E6RF55
22-0 112"
LEXINGTON
UNIT"All
1st ST>'' FLOOF PLn`iy1 NOTES:
I. ALL INTERIOe FRA IE KALL ARE DRAWN ,AND DII iEPISIONED TO BE 3 Irl" 411DE UNLESS OTHER'rIlSI DOTED.
2. ALL 'EXTERIOR BLOCK ARE 5HOHN AND DIMENSIONED TO BE 15/5' WIDE UNLE55 OTHERWISE NOTED.
3. ,ALL FULL HEISH 1 SLOG< KALL5 4111TH NU OPENINGS SP*i I. S,RC'UTEO FILLED CELL5 ARE C0N51DERED 5HE.AR
V!ALL5.
4. L / 1 1DIGATE5 FRAI`F LL,ARIINO BALL. K-11-5 DO NOT REOIRE LrLIFT GONPIEGTOPS DUE TO 6iALL
SUPPORI IN`3 C-RAVITY L"'AF.5 ONLY, ,ALL UPLIFT LOAD5 .ARE FANDLED, BY YUIGK-TIE IN5141LATION. 5EE SHEET II
FOR ADDL. INFORMP\ T ION
5. ®I IMPIGATE5 FILLED REINFORCED VERTIG.AL BLOG< DELL - CONT. FROM F oOTING TO G. d.U. TOP 6CUR5E
INDIGATE5 8" GNLI I•^I,.ALL. TOP CFq'-4" PROVE TCP OF 5LA5.
INDICATES 2 -HR. FIRE 5E ARATIOFI. MALL BT6,'N. UNIT5. 5EPARATION KALL C,ONTINLIGV5 FRONT TOP
OF FIR5 5TORY SLAB TO UND'ER51DE OF 5ECOiND 5 -OR/ ROCIF DEGKIN:;. N10 ELEGTRIGAL, °LUN 01iNS,
'1EG4ANIGAL, OR OTHER BLDG. SERIr'IGE SHALL BE HI THIN Cit NETRATL THE SEPARATICiN KALL,
3. PROVIVE UL TE5TED FIRE C;AUL<li l5 ON ALL ELEGTRIC•AL,FLU BEING AND I` EGH,ANIGAL PENETRATION THRCtI&I
RATED :AND GEILII^f S
I, VENT DRYER TO OL75IDE T H RGL i A I T IG OR KALL.
10, r CIVIDE 24'w, 6,LALL CAVITY, VOID OF 5TUD5, BEHIND HA514ER FOR PLII',EBIN3 ',OX AND STAG:,
II. IKCVIDE 12"w, 4'IALL C',VIT', VOID OF 5TUV5, AT 5HO''HI R CONTROL VALVE LCL'.ATIOiN.
12. INHALL AL L IE'�FERED GL SS IN ALL 5HO6,ER EA,LOH.KE5 AND HAZARDOU5 SLAZINS LO'CATION5.
13. \XX - INDICATES WIND FRE55URE IN PS.F. FOR WINCOW o �;\Ii a.
14. "FLR`G LINE' - 1 1016• .ice 61HAN64, IN FLOOR FIIM15N,
P I
5. REFER TO CONT�AGT GFLANC� ORDER F �? -LOO: FINISHES.
Ib. PROVIDE PORT ABLE FIRE E',,TIN,30I5HER5 (FE) 4^U !,,TALL MOUi`1TED HAND R5 AT LIXATION5 5HOHN,
1st STY. FLOOR PLAN
114" = 1'-0"
LATEST REVISION
DATE TO MASTER:
09-18-09
I --
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0
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W
Q
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CONSTRUCTION SHALL SE
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ONLY. "M DISCREPENICIES
TO BE REPORTED TO Yl I
HOMES FOR CLARIFICATION!
i j
vo
3 of 14
MII ORLANDO
I --
Z
Q
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w
Who
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LLI
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL SE
PER INDICATED DIMEN1SI0idS
ONLY. "M DISCREPENICIES
TO BE REPORTED TO Yl I
HOMES FOR CLARIFICATION!
i j
vo
3 of 14
MII ORLANDO
ONE-HOUR RATED -1116'' EIRE RETARDANT 5HEATHIN6
A' MWIVIM F—A C-IM�7 -)F- ; [�:[)AC) STI W I,IAI I
T' /v" EXT. PORTLAND b,EMENT
PL 5TER ON PAPER BACKED
EXRANDED METAL LATH ON TY\/EK
BOLT INSTALLATION NOTES:
I,'2" X CPI)"L. THREADED ROD !,AI// I'' RND
RA5HER
PLUM3'GVOID eox
24"
STACK �,
PLACE DEL. ,�1
STUD ADJ. TO / DBL BALL
VENT PIPE STUD —/
5TUu % �
DETAIL a WASHER
IMASHER
5E T IN EPDX i FILLED 5i' " DIA. DRILLED
GLEANED HOLE (4'' i�ili�l. E� iBED INTO �� �U HALL)
3" MIN. EDGE DIEDTAINCIE
BOLTS SHAD NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF �AIALL
T"(P. CMU TO FRAME WALL DETAIL AT SEPARATION WALL
5GALE:
WDW.ROUGH
OPNG.NOTE
36718263
WIDTH x HEIGHT
(IN INCHES)
® INDIGATE5 2x4 FEARING * LL bel? OUIGK TIE 5Y5TEM HOLDD0415 FROM TOP OF
15T STORY BLOCK WALL TO SECOND 5TORY TOP PLATE, 5EE 5HEET II FOR
ADDL. INFORMATION
INDI6ATE5 2x4 BEARING NALL AEOVE LAM. BEAM. PROVIDE 5TRAPPIN,5 PER
DETAIL 45 ON 5HT. 12
® INDICATES 2 -HR. FIRE SEPARATION WALL 3TR1. UNIT5. 5EPARATION KALL
GONTINUCVS FROM TOP OF FIR5T STORY 51-A5 TO UNDERSIDE OF SECOND
STORY ROOF DECKING. NO ELEGTRIG.AL, PWM3ING, MECHANICAL, OR OTHER
BLDG. 5ERVICE SHALL BE WITHIN OR PENETRATE THE 5EPARATION KALL.
REFER TO 5EP,ARATION KALL DETAIL(5) FOR ADDITIONAL INFORMATION.
AREA TAB
2nd STY. FLOOR PLAN
1/4" = 1'-0"
SECOND STORE' PLAN NOTES:
I. DRYER VENT BOX - VENT THRU ROOF.
L. 24" H. !^WALL CAVITY, VOID OF 5TUD5, FOR
JNA5HER BOX ,AND 5T,AGK.
3. 12" W. WALL G,AVITY, VOID OF STUDS, FOR
SHOWER VALVE ,AND/OR HEAD.
4. H,ARZARDOU5 GLAZING LOCATION, INSTALL TEMPERED
GLA55 IN ALL SHOWER ENCLOSURES AND/OR HINDOK5.
5. DO NOT 5GALE PRINT5! GON5TRUCTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ANY DISGREPENGIE5
TO BE REPORTED TO M11 HOME5 FOR GLARIFICATION.
ALL FRAME WALL5 ARE DR,AHN AND DIMENSIONED
TO BE 3 1112" WIDE UNLE55 OTHERHI5E NOTED.
b. PROVIDE DRAIN PAN BELOH EACH WA5HER. DRAIN
LINE TO EXTERIOR.
1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER BLOCKING
AT INTER5ECTION OF INTERIOR TO EXTERIOR FRAME
KALL5 FOR INSTALLATION OF IN5ULATION.
LATEST REVISION
DATE TO MASTER:
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UNIT
UNIT
UNIT
UL
UST
L4BT
UGIT
LD L
IEt STY. LIVING
834
154
134
664
b64
-(34
534
5lg5
2nd 57`Y. LIVING
g46
q01
q01
816
516
q01
q46
6227
TOTAL LIVING
1780
1635
1635
1480
1450
1635
1150
11425
ENTRY
40
51
51
65
65
51
40
363
GARAGE
235 1
230
230
242
242
230
238
1650
LANAI
411
NA
NA
NA
NA
NA
41
52
TOTAL U.R.
20gq
11 l6
Igl6
1151
I18l,
Ig16
20gg
13520
PATIO
I NAA
36
36
36
36
36 1
NA
150
2nd STY. FLOOR PLAN
1/4" = 1'-0"
SECOND STORE' PLAN NOTES:
I. DRYER VENT BOX - VENT THRU ROOF.
L. 24" H. !^WALL CAVITY, VOID OF 5TUD5, FOR
JNA5HER BOX ,AND 5T,AGK.
3. 12" W. WALL G,AVITY, VOID OF STUDS, FOR
SHOWER VALVE ,AND/OR HEAD.
4. H,ARZARDOU5 GLAZING LOCATION, INSTALL TEMPERED
GLA55 IN ALL SHOWER ENCLOSURES AND/OR HINDOK5.
5. DO NOT 5GALE PRINT5! GON5TRUCTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ANY DISGREPENGIE5
TO BE REPORTED TO M11 HOME5 FOR GLARIFICATION.
ALL FRAME WALL5 ARE DR,AHN AND DIMENSIONED
TO BE 3 1112" WIDE UNLE55 OTHERHI5E NOTED.
b. PROVIDE DRAIN PAN BELOH EACH WA5HER. DRAIN
LINE TO EXTERIOR.
1. PROVIDE 2x4 AT 24" O.G. VERT. LADDER BLOCKING
AT INTER5ECTION OF INTERIOR TO EXTERIOR FRAME
KALL5 FOR INSTALLATION OF IN5ULATION.
LATEST REVISION
DATE TO MASTER:
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4 of 14
M/1 ORLANDO
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 1-112" (38MM) BETWEEN THE WALL AND
THE HANDRAILS
GIRDER (BE(
BEARING
KALL
FADE( )F 5TUD 1+\LL
,,KNEE NALL -
TOP ,AT 42"-,
GIRDER PER
FRAMING PLAN
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2'-3
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UPPER LANDING
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3/4" PLYl^ID, ON
26 J015T5
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SEE 5ECTION /DETAIL 5HT5. FOR ADD'L. INFORMATION
1 1/2" DIAMETER DONT.
HANDRAIL
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING MUST 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
RA`dDRAIL NITH CIRCULAR CRO55
5EGTIOiN DLAi iETER Bl1^[hf. I Irl"
TO 2", OR FRO4`IDE GR055
SECTION OF EQUIVALENT
GRA5PABILI i PERFORN.AIGE
NOT'
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NO GREATER THAN 4" O.G.
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GONNEGT GARRLAGE TO LEDGER
lV (2)IOd TOE -NAILED 0NM^N5
5TAC-C-ERED EA. 51DE
LATEST REVISION
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1 1/2" DIAMETER DONT.
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BALUSTER SPACING MUST REJECT 4" DIA, SPHERE
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MUST REJECT 2" DIA" SPHERE
STAIR TREAD AND RISER CALCULATION
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SECTION OF EQUIVALENT
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LATEST REVISION
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09-18-09
IN
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ELECTRICAL LEGEND
STANDARD SWITCH
3 WAY SWITCH
4 WAY SWITCH
.O0
DIMNIER SWITCH
PUSH BUTTON
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DUPLEX OUTLETI
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G.F.I. DUPLEX OUTLET
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ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHObVN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT .ALL ELECTRICAL INSTALLATIONS 11EET ALL ,APPLICABLE LOCAL,
STATE AND NATIONAL ELECTRICAL CODES.
2. ALL FAN, PHONE AND T.V. PREAVIRE LOCATIONS SHALL BE DETERN1IINED &
VERIFIED AT PRE—CON MTG.
3. .ALL BEDROOM RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC—FAULT
CIRCUIT INTERRUPTER(S).
4. ALL SMOKE DETECTORS SHALL BE HARD �NIRED & EQUIPPED 4V/ BATTERY
BACK—UP & bVIRED IN SUCH A I TANNER THAT ACTUATION OF ONE ,ALARM
+HILL ACTUATE ALL ALARMS.
5. CARBON MONOXIDE ALARMS SHALL BE INSTALLED 0THIN 10'-0" OF EACH
DESIGNATED BEDROOM.
6. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
2nd STY. ELECTRICAL PLAN
1,14"= I'-0°
LATEST REVISION
DATE TO MASTER:
09-18-09
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FOUNDATION NOTES:
I. U IN0I6ATE5 FILLED DELL 1^U 5,00, 0 P51 C,.-' CUT VV 1--5 RESAR
LKE55 NOTED OTHER6�115E.
2. DO NOT `6ALE FRINT5!GON5TP.Ul T FROM GALA LATED Pli', N51ON5
ONLY. ANY TO BE REPORTED ED TO Ni/I HOHE5 FOR
DLARIFIG,ATIOPJ.
3. REFER TO FLUMBING PL,4 FOR FIXTURE, PLUh1BING KILL, A0 CoNGUIT
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4. AD P,A05 TO BE 12" MIR GLEARANDE FROM 5LAB EDCE.
5. TO F:. = TOP OF FOOTING
SLAB PLAN
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LATEST REVISION
DATE TO MASTER:
09-18-09
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8 of 14
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PLUMBING & UNDERGROUND PLAN
1/4"
INPICATE5 2—HR. FIRE 5EPARATION KALL BTb^lrN. UNITS, NO ELECTRIGAL,
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FOR ADDITIONAL INFORMATION.
LATEST REVISION
DATE TO MASTER:
09-18-09
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UNIT "A"
LINTEL TOTES:
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2. CONCRETE IN LINTEL 5ECTION5 5HALL BE 3000 P51 @ 25 DAYS
3. REBAR STEEL SHALL BE MIN. 5RADE 40 DEFORMED.
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REFERENCE ELEVATION)
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111-3 11,21,
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UNIT 111311
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TOP OF BLOCK
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(REFERENCE ELEVATION)
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LATEST REVISION
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6' -
INDICATES EXTERIOR FACE OF
2ND STORY PERIMETER MALLS
/ I DILATES EXTERIOR FACE OF
STORY PERIMETER WALLS
INDICATES EXTERIOR FACE F
2NDSTOR� PERIMETER WAL S
-- - - - - - - - - - -�- - - - - ------------ ------------------------------------------------ - -� ---
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PER METER WALLS
-------------- ----------N
1 ' O — — — — — — — — — — — — — — — — — — — — — ---
INDICATES
INDICATES EXTERIOR FACE OF
2ND STORY PERIMETER WALLS
INDICATES EXTERIOR FACE OF
INDICATES EXTERIOR FACE OF / 2NDTORY PERIMETER WALLS
D STORY PERIMETER WALLS
INDICATES EXTERIOR FACE OF
2ND STORY PERIMETER WALLS
b' -C 112" 5'-5" II' -C I/2" I'-7' 101-ill,II' 5 II ' S' -II" 5'-5 1/2" 10' 10 f211 5'-5 112"5' -II" II' 5 I; II' -0 Irl" 51_5" , � � �_ 1
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PRINCETON LEXINGTON
UNIT "G" UNIT "F" UNIT "E"#01" IN UNIT "CF, -UNIT "D11
UNIT III I UNIT "A"
2nd STY. MASONRY PLAN
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2. CONCRETE IN LINTEL 5EGTION5 5HALL 5E 3000 P51 @ 25 DAY5
5. REBAR 5TEEL SHALL 5E MIN. GRADE 40 DEFORMED.
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V' LINTEL -FILL Wr GONG. S 145
s ° (MIN. 5-112° BRC. ON EC5) �
5"H. REGE55ED PRECAST L — —
T" LINTEL -FILL WCONG. d 1-#5
+ 4� (MIN. &-Ir'2" BRC. ON END5; 4R
LATEST REVISION
DATE TO MASTER:
09-18-09
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LATEST REVISION
DATE TO MASTER:
09-18-09
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12 HANGER CONNECTION
L„ PD.
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5_.AB T N :-:P02 FILLED
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FI_L ALL N;%k HO -175
9
12
GIRDER TRUSS TO
COLUMN TO SLAB
CONNECTION
16" F`. FLAT 9FDER TPI55
OP ,b" DP. FL-,-;OTRU55
PRO' I)E I0. rvI I I ,A� -/
T FI BThI`t
HA[, EF.' AND TP.I.!55
51h9Ph I1 "HU4r" H IBEF 14'
(5' 1,l7 N. 15 T; TPIU5S
10
12
NAL-
04-1 T HAN' EP TO
t1JHALL 11;
,A`x2 4" �I`''P50
'T TE1,' :: REIT
TRUSS TO CMU MALL
HANGER CONNECTION
L','! BE L F
O.IFDEP: TSI I b �� I
PEP DLPVl
i,�ONO. BLCGI,: I��IALL
2
51MP50N 15TAI2" OR QUICK -TIE 1512" FLAT STRAP
GONNECTIN5 EA. 211V 5TY. STUD TO TOP PLATE
CENTER STRAP ON BOT. OF TOP PLATE —,
r'P--0`1 1171 ' ' H L DC4 dN
I TH EADEC ��OD TO
5-(. I\. LL-; T I, E FILED
HOLE I"v, 5" '-'IN. EI 15 D
LL ALL !IAIL HGLE5
TO CMU WALL
STRAP CONNECTION
4
12
A.EL EIl F TP.S
90 L 1 -EA 1 PEP FLAN
�ARR .LLEL T. bNALL
SE -, f F � E OF TF vR BE�11 2"
FR01'1 F �' E F H 9fl :
Ili I^IALL� 5IMF50i NETA20A`JCHC'F
4" DIMEN5IGN TO �� aT PP 1D�
ID -4 EDT.BEi{ITPL5
STRAP FROM FACE T,,P I EOCl-OP F 'R 1, ILIilG
OF ELK. bNALL F L "�11- It kOLES
TYPICAL FLR, TRUSS / BEAM
PARALLEL TO CMU WALL 2
UPLIFT STRAP CONNECTION 12
+ I!PJ_E55 GT +EF' !I'E NOTED CIS TIE PLAP,
IS T F_ �r�.R,
TPL` E }%V HID
5P `I EiF� --FI
ALL IlI' HOLE --5
�-O I "HETAL„ '
F U-
Al IA L HCLEc,
FLR. TRUSS TO CMU FALL
1?STRAP CONNECTION
MID SPAN BEARING CONDITION
FL'�I P TP i E5
AT 24"
2' MIN. DIMEN510N
TO STRAP FROM
FACE OF ELK. *LL
4 'O1J. °I" BOARD
AT TGF c BOT �Hr FD
�, INET TO EA LR'.
TRU55 b1 })V5751EIINILS
TB CIS.E 0::P 1 50ARD I'2' F RCll
F -- E :'F HOC,:
M 50N HI.T 2 \iC-Ilii
�T HA F 00F FIs -
FIL_ -L 1,'.N L HO E5
TYPICAL SLR, TRUSS 1 BEAM
PERPENDICULAR TO CMU WALL
UPLIFT STRAP CONNECTION
* UHL-55 CT-1ERr,`H-- id:. EC ?V -}-E ALAN
PRE N iI,EE 0
C F0
P: ti� I I
FRri 1_D FAFTEF
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STP AP AT E TRI ,5
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P•IALI II. 50 EDIBLE
UPLIFT $ OF IIA L5
ALE PE �{ IFLD
50'� s.!IOd 112" j
C'- HU f.,tA LL
TYPICAL TRUSS TO
1
BLOCK WALL CONNECTION
12 UNLE55 JTNEFI •!C EC 'Pd T E FLAB.
{ UP'_ FT LOAL' PEC?UIFEVEN-S GE'A.INED PGl 1 5EA.LE-
1,L-'`IEER ha . UFA.1^IIN65 F�OhI TF1,155 HAkUF.
ANON. OPENIi�G
0.HA.,. !i _ 5E 5HE�.T4 1 N 51D C1+I+E T I"
PER P[ -AN
2 cr 3 FL7 IS' CP,
TPU5�E5 P -P PLAP,-
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0idi+ECT hANHIP M
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EA. SIDE OF OP 1G.
1U I I L' I I
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i F ECIF�L61'
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`�'L'I\ -
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PERIMETER WALL DETAIL
L I"L) T �Gb� '
12
TRUSSES PARRALLEL TO WALL
✓$ 1,l 15' IFT-
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FLY - IIiL'�OIN L 111,�5 j�
PER INDICATED
DIMENSIONS
Z lit
CONNECTOR V,ARIE5-5EE
bIPGED TPU55I� �
. L BEAH PEN. F� `1 �`�
S-PEI'15 TO TPU55�
55„ # 1 � UP IFT'
PLAN FOR INFORMATION ---15111P
^11 I Ir
51OI11 'L5TAI2" OR OUICK-TIE "L512" FLAT 5TRAP E PE
NEC50N
CTlNa EA. 2ND 5T)/. STUD TO GIRDER TRU55 OR TOI B I%1, -.LL -HT ,ET N
tFr FILL G Hr�E
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FILLL '..Ali H,,9 -E5 -
FLA T GIRDER T R U S S
2ND STY'FRAME WALL TO GIRDER
TO 'CMU WALL
�i
12
' OR BEAM STRAP CONNECTION
FIAINGERC NN T
O ECTIION
4
12
A.EL EIl F TP.S
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SE -, f F � E OF TF vR BE�11 2"
FR01'1 F �' E F H 9fl :
Ili I^IALL� 5IMF50i NETA20A`JCHC'F
4" DIMEN5IGN TO �� aT PP 1D�
ID -4 EDT.BEi{ITPL5
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TYPICAL FLR, TRUSS / BEAM
PARALLEL TO CMU WALL 2
UPLIFT STRAP CONNECTION 12
+ I!PJ_E55 GT +EF' !I'E NOTED CIS TIE PLAP,
IS T F_ �r�.R,
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1?STRAP CONNECTION
MID SPAN BEARING CONDITION
FL'�I P TP i E5
AT 24"
2' MIN. DIMEN510N
TO STRAP FROM
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4 'O1J. °I" BOARD
AT TGF c BOT �Hr FD
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TRU55 b1 })V5751EIINILS
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M 50N HI.T 2 \iC-Ilii
�T HA F 00F FIs -
FIL_ -L 1,'.N L HO E5
TYPICAL SLR, TRUSS 1 BEAM
PERPENDICULAR TO CMU WALL
UPLIFT STRAP CONNECTION
* UHL-55 CT-1ERr,`H-- id:. EC ?V -}-E ALAN
PRE N iI,EE 0
C F0
P: ti� I I
FRri 1_D FAFTEF
�F L'PI 'HET
STP AP AT E TRI ,5
P,.A.IL PEI 5L,-LDJLE -
P•IALI II. 50 EDIBLE
UPLIFT $ OF IIA L5
ALE PE �{ IFLD
50'� s.!IOd 112" j
C'- HU f.,tA LL
TYPICAL TRUSS TO
1
BLOCK WALL CONNECTION
12 UNLE55 JTNEFI •!C EC 'Pd T E FLAB.
{ UP'_ FT LOAL' PEC?UIFEVEN-S GE'A.INED PGl 1 5EA.LE-
1,L-'`IEER ha . UFA.1^IIN65 F�OhI TF1,155 HAkUF.
1st STY. FRAMING PLAN
FRAMING PLAN MOTES:
I. PERM,AIIENT OR TEMPORARY SRAG1\16 OF TRU55E5 PER H15a1. ,ANY ADDITIONAL TRU55
C
E,�1GIN6 REQUIRED WILL DETERMINED BY TRU55 EN,35INEER ON 51C-11NED AND SEALED TRU55
DIAC-R415.
2. ALL TRU55 TO TRU55 CONNECTORS TO BE SUPPLIED BY TRU55 IKANUFAGRRER.
3 INDICATE5 #2 5YP OR BETTER 2x4 ELKG. AT 45" O.G. BTNN, TRU55 BOT. G14ORD5
NN/ (2) -Ind uro,VON5 TOE -MAILED E.A. SIDE. (TYP. AT 15T (4) TRU55 5AY5 ,AT ALL
GABLE END -5 UNLE55 OTHER 15E 5HONN ON THE PLAN)
4. ALL OVERHANO5 TO BE 12" UNLE55 OTHER45E NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10d TOE -NAILED GOMMON5 .AT EA. TRU55 BEARIN5 EOTTONI CHORD TO TOP
PLATE AT ,ALL FRAiE BRC. K^ LL5. (,ADDS 150 L55 UPLIFT C,APAGITY TO STRAP CAPACITY)
6. ALL INTERIOR FRWME BEARIN5 HALL5 SUPPORT GRAVITY LOAD5 ONLY (NO UPLIFT
GONNEGTOR5 REOV)
1. FLOOR TRU55 TOP CHORD BEARING CONDITION ON 13' DP. GIRDER TRU55 OR BEA"I.
5. 15T 5TY. OR 2ND 5TY. PLUMBING KALL, TOILET, OR FLOOR FITTIV.
Q. PROVIDE- AC MT RUN THIR FLOOR TRU55E5 - MAXIMIZE OF ENING .AT CENTER OF 5PAN
IO.PROVIDE 2x12 LE05ER (BOTTOM AT TRU55 BRC. HT) lil (IO) IOd NAILS AT EA. VERT. STUD.
II. PROVIDE 2x4 LEDGER ,A5 REOD. FOR FLOOR DECK NAILING.
12. ALL 51RDER5 5H01NN 51115LE PLY, FOR CLARITY - 5EE TRU55 EN5INFERINO FOR REQUIRED
NUMBER OF PLIES.
AIBICID/E
12
5
TY E A T-4'
T� E 5'-4'
T"FE 4'-3
�YFE
-IE1_
SPAN PER TYPE
TRUSS PROFILES
DESIGN LOADS:
LIVE - 20 PSF
DEAD - 17 PSF. (T.C. 7 PSF.), (B.C. - 10 PSF.)
BOTT01t CHOP,D N - -
ON GONCURR�NT N
L � L4AD 10 PSF.
WIND SPEED 120 h,IPK/3 SEC. GUST
EXPOSURE ATS"
OP,Y GN"
- -
., ��
ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
09-1809
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TPU5�E5 P -P PLAP,-
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4' D P I Dl� ��11 T �TFAF E T. L :+ ET 7 T. i5 T^F
F.A E .;F 5� l°IALL - � �,�� IC' FI_ P' N 0r5 FI__ ALL FLR, TRUSSES
�
'IA L 1+ -E5:
Lj-
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12
TRUSSES PARRALLEL TO WALL
1st STY. FRAMING PLAN
FRAMING PLAN MOTES:
I. PERM,AIIENT OR TEMPORARY SRAG1\16 OF TRU55E5 PER H15a1. ,ANY ADDITIONAL TRU55
C
E,�1GIN6 REQUIRED WILL DETERMINED BY TRU55 EN,35INEER ON 51C-11NED AND SEALED TRU55
DIAC-R415.
2. ALL TRU55 TO TRU55 CONNECTORS TO BE SUPPLIED BY TRU55 IKANUFAGRRER.
3 INDICATE5 #2 5YP OR BETTER 2x4 ELKG. AT 45" O.G. BTNN, TRU55 BOT. G14ORD5
NN/ (2) -Ind uro,VON5 TOE -MAILED E.A. SIDE. (TYP. AT 15T (4) TRU55 5AY5 ,AT ALL
GABLE END -5 UNLE55 OTHER 15E 5HONN ON THE PLAN)
4. ALL OVERHANO5 TO BE 12" UNLE55 OTHER45E NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10d TOE -NAILED GOMMON5 .AT EA. TRU55 BEARIN5 EOTTONI CHORD TO TOP
PLATE AT ,ALL FRAiE BRC. K^ LL5. (,ADDS 150 L55 UPLIFT C,APAGITY TO STRAP CAPACITY)
6. ALL INTERIOR FRWME BEARIN5 HALL5 SUPPORT GRAVITY LOAD5 ONLY (NO UPLIFT
GONNEGTOR5 REOV)
1. FLOOR TRU55 TOP CHORD BEARING CONDITION ON 13' DP. GIRDER TRU55 OR BEA"I.
5. 15T 5TY. OR 2ND 5TY. PLUMBING KALL, TOILET, OR FLOOR FITTIV.
Q. PROVIDE- AC MT RUN THIR FLOOR TRU55E5 - MAXIMIZE OF ENING .AT CENTER OF 5PAN
IO.PROVIDE 2x12 LE05ER (BOTTOM AT TRU55 BRC. HT) lil (IO) IOd NAILS AT EA. VERT. STUD.
II. PROVIDE 2x4 LEDGER ,A5 REOD. FOR FLOOR DECK NAILING.
12. ALL 51RDER5 5H01NN 51115LE PLY, FOR CLARITY - 5EE TRU55 EN5INFERINO FOR REQUIRED
NUMBER OF PLIES.
AIBICID/E
12
5
TY E A T-4'
T� E 5'-4'
T"FE 4'-3
�YFE
-IE1_
SPAN PER TYPE
TRUSS PROFILES
DESIGN LOADS:
LIVE - 20 PSF
DEAD - 17 PSF. (T.C. 7 PSF.), (B.C. - 10 PSF.)
BOTT01t CHOP,D N - -
ON GONCURR�NT N
L � L4AD 10 PSF.
WIND SPEED 120 h,IPK/3 SEC. GUST
EXPOSURE ATS"
OP,Y GN"
- -
., ��
ENCLOSED BUILDING TYPE.
FLOOR LOADS:
LIVE 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
09-1809
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HOMES FOR CLARIFICATION!
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INDICATES AREA WITH 7/16" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
INDICATES AREA WITH 7/1691 FIRE RETARDANT TREATED
WOOD ROOF SHEATHING -
Al x111 ARik 11AAl IAA r -A nlMr' ^r nr-MARATIr1A11A[AI I
5Ih1F5i;N "H-10" 1E ATE 71)'E6-
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l! "-1-10" STPA.P FOP L1F'LI=TS F -J 155C? LB5.
0, „ T T=f`I HGF F:-11,2" 5TP •.PS FO -AR YLIFT5 ET,,& �,bO ,ANE, I210 LB5.
':'.VP_;0N L5T14,0 H,AN;EP,
#1 GIRDER TRUSS
r '13
CONNECTION DETAIL
ADV L. 57F'AF' T EE
r S T A._LEP 01N 0F'F'0ti1
51DE OF TPL!55
TYPICAL TRUSS TO FRAME MALL,
DEA11i, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
3 ),L -E55 OTT 1,1151E l C LLQ Cr, HE �1 N
5=E Ti'PIG.AL b1 LL F AT 5_1V iI'dE T101•,
F_IFT L1 - PE "EriErl 5 0 /T; ET rl EA._E
-PJL III_��lir� L �'lIi•i �G'i I 11�� i'i i II IF.
Roof Girder Connector Schedule
-PRE E11 I IEEFE PCO-
TRL153 F �011v
•/
7/ ai IAC �= E
Plan
Connector
TOP F'LA.-t
� Lal I ? 64"-7-EE °65
TYPICAL TRUSS TO FRAME MALL,
DEA11i, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
3 ),L -E55 OTT 1,1151E l C LLQ Cr, HE �1 N
5=E Ti'PIG.AL b1 LL F AT 5_1V iI'dE T101•,
F_IFT L1 - PE "EriErl 5 0 /T; ET rl EA._E
-PJL III_��lir� L �'lIi•i �G'i I 11�� i'i i II IF.
Roof Girder Connector Schedule
IMax.
o
Max.
CO
Plan
Connector
U
cfl Z co
Uplift Gravi
Mark Manuf,
Model No.
Q
Load Load
Fasteners / Remarks
1
SIMPSON
MTS12
2
1720
(14) 10d x 1-112" EA.
2
SIMPSON
LGT2
1
1785
(14) 16d SINKERS AT WALL
LLI m
Q
LU
b U)
(16) 16d SINKERS AT GIRDER
3
SIMPSON MGT
1
3330 (1) 518" DIAM. BOLT & (22)-10d
ONL ', AIY DISCREPENCIES
-- — ——
--
— —= —
HDU4
1
3600 (10) - 114" x 2 112" SDS SCREWS
6) - TITEN 114" x 2 314" TO CMU
4 SIMPSON
HU28
1
575
2450
(4) 10d x 1 112" TO TRUSS
2) - TITEN 114" x 2 314" TO CMU
5 SIMPSON
HU28-2
1 1085
4350
_L1
(6) 10d TO TRUSS
18) - TITEN 1.r4" x 2 314" TO CN,lU�
6 SIMPSON HU410
1 1810
5085
-- -10 10d TO TRUSS I
81_ TITEN HD ?'8" x 4" TO CN1U
7 SIMPSON LGUN1410
1
3575
9620
LS) 114" x 2 112" SDS SCREt"JS
(1} 518" DIAM. BOLT TO CMU
8
SIMPSON
FITT16 1
3480
—
(18) 16d TO STUD_
OR—
— — — — — —
--
— _ _ ---
(8) -- TITEN 114" x 2 3.!4" TO 0 �1U
MSTCM40 1
3300
(22) 16d SINKERS TO STUD
2nd STY. FRAMING PLAN
1/4" = 1'-0"
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91..ANY ,ADDITIONAL TRUSS
BRACING REQUIRED SHALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED .AND SEALED TRUSS
DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS SHALL BE THE RESPONSIBILITY OF TRUSS I'AANUFACTUREP•.
3. ® INDICATES #2 OR BETTER 2x4 BLK'G. AT 48" O.C. SIM. TRUSS BOT. CHORDS W;%
(2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1S7 (4) TRUSS BAYS AT .ALL GABLE ENDS
UNLESS OTHERWISE SHOWN ON THE PLAN)
4, ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHEPWISE ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10,d TOE -NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT .ALL FRAME BP,G. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. BEARING WALL SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS REQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - NAKIMIZE OPENING AT CENTER OF SPAN
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) Wi (10) 10d NAILS AT EA. VERT. STUD.
11. PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12, SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 9 GIRDERS
13. PROVIDE MIN. 2 STUDS iP GIRDER, TRUSS LOCATIONS.
7?PRl('M I f)AnA-
rcuvr LUHUJ:
LIVE - 20 PSF.
DEAD - 17 PSF. (LC. - 7 PSF.), (B.C. - 10 PSF.)
BOTTOM CHORD NON -CONCURRENT LIVE LOAD - 10 PSF.
1,111ND SPEED - 120 14PH./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:
09-18-09
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13 of 14
M/I ORLANDO
Design N a, 0905
Kean nc Walli ±bd — FRI.
No, nbeaTilm lk'Vall HR
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0
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4' SEPARATION WALL ELEVATION BTWN. UNITS " D" & "C"
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: ` SEPARATION WALL ELEVATION BTWN, UNITS "F" & "Ell AND "C' & "B" FROM LEFT SIDE
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LATEST REVISION
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TOP OF SLAB +0'-0" (REF. ELEV.)
SEPA TON WALL ELEVATIONN BTWK & 11F AND "B" , "A' FROM LEFT SIDE
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END G LL FACE TO O�'ERI-IA� I�
CV'fRNANC-
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AT OVERHANGS s o
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5FR1R!6 POINT
FOR 5:12 SLOPE
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FORMED w PLlRED
OVERHAN5
0
INDIGATE5 FORMED AND PARED INDIGATE5 FORMED AND POURED
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W 145 BAR CONT. e` ° W? 1#5 BAR CONT.
d
° . a d
d
12 5EE PLAN5 FOR LOCATION OF
VERTICAL REINFORCED BLOCK GELL5 - 12 5PRIN6 POINT
5 I FILL SOLID bN' GONG. 8#5 BAR GOVT. B FOR 5:12 SLOPE
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INDIGATE5 51NI HE 8x5xlb GONG. 010GKOUT BLOC,< COURSE
BOND BEAM - FILL SOLID IT GONC,, 8 1#5 BAR C�ONT.
I'NPIGA-iE5 DCLE–E D\0x1b CJAN . KiNOGKOUT BLOCK GOUR5E
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TOP OF ---LAB +D' -O" (REF. ELEV.)
0
INDIGATE5 DOUBLE Sxbxlb GONG. *lOCXCW BLOCK GCURGE-
BOND BEAM - FILL 50LID 1,,V GONG. = 2#5 BAR5 DONT.
TOP OF SLAB +0'-0' (REF. ELEVJ
4' SEPARATION WALL ELEVATION BTWN. UNITS " D" & "C"
FROM LEFT SIDE
Q4 1/4 1 1-011
,FORMED w POURED
OVERHAN5
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BOND BEAM - FILL SOLID 6y,' C�JP!G. i 2#5 BARS CONT.
TOP OF 5LA5 +0'-0" (REF. ELEV.)
: ` SEPARATION WALL ELEVATION BTWN, UNITS "F" & "Ell AND "C' & "B" FROM LEFT SIDE
INDIGATE5 FORMED ,AND POURED
5lDE TO SIDE
5:12 SLOPE TO TOP OF RAKE TIE -BEAM MIN. a" DP. INDIG.ATE5 FORMED AND POURED RAKE TIE BE, , H/ I#5 BAR CONT.
RAKE TIE -BEAM MIN. b" OF.
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'd
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IND/ IC,ATE5 DOUBLE bx5xlb GONG. KNOCKOUT BLOCK 6OUR5E
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TOP OF SLAB +0'-0" (REF. ELEV.)
OVERHAN65
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RAKE TIE BEAM
FORMED s POURED
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FORMED & POURED
OVERHARIG
'--51N5LE BxBxlb GONG.
KNO( KOUT BLOCK COURSE
BOND BEAM - FILL 5CLID
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LATEST REVISION
DATE TO MASTER:
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14 of 14
M/I ORLANDO
FLORIDA PRODUCT APPROVAL SCHEDULE
TAPCON INSTALLATION ANCHOR CHART
PRODUCT
CATEGORY
SUB -CATEGORY
MANLLFACTURER
DESCRIPTION
STATE OF
FLORIDA
APPROVAL
NUMBER
STRUCTURAL
COhIPONEI
CONNECTOR
51M'FSON 5TRON•k TIE GEJ.
"H" SERIES HURRIG,ANE TIES
FL414
IT
CONNECTOR
51?;!J 1 S �aNS TIE GO.
"L' SERIES ANGLE GLIP5
FL4i4
(3) PLY5(4)
PLY5
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, N�R0O-TI-'�
A��s„ONNEGTOR
B SERIES Posr B.
-
•L.r.
1
GONNEGT cR
- ' �
' -
X11 I, �..N �reouc,-TI� ,,,,.
"Aeu" sERIEs Posr 8.AH5
FL4-74
CAULK BT1"fN.
CONN GTCR
SIiFSGN STRO;trTIE ,�O.
"PG" SERIES P,',5T GAr"5
FL414
6 5-
CONNEGTCR
51'K-5-24 5TRONG-•-TIE GO.
"EPG' 5ERIE5 P05T OAFS
FL414
c
ONNEGTOR
51M-r55?;N 5TR0NS-TIE GO.
"HUG" SERIES HANG-ER5
FLI20
30.3
CONNECTOR
51. iFSJ l STRO 4 TIE G0.
"HUS' SERIES HANGERS
FL414
I I!4' E'fBEDMFENfT INTO
BONNE GTOR
_ ,.� _
�I � N ' - ' n
..O �iR�11.rT1� �,,.I
"HHV -_G" SERIES HANGER;
FL414
(2)
CONNECTOR
51X - ON 5TRON5 TIE C.').
"LLS" SERIES HAN1HR5
FLa r4
SILL / MULLS
GONNEGTCR
SIMxON STRONrTIE C,O.
"LSTA" SERIES FLAT STRAP TIES
FLI?01
SINGLE VVDW, OR
N r
,.0� NE..TGR
L u
�
511 T JOI . ST"KOtC-TIE GO.
'NITS" SERIES TWIST 51R-'.r�
FL414
LIEU OF NAILS, MEMBERS' TAY BE BOLTED TOGETHER
CONNECTOR
51M;PSON. 5TRO uv~TIE G0.
"MTSM' SERIES TN15T STRA S
FLI423
CONNECTOR
SIM- ON 5TRON=TIE GO.
"SF" SERIES 5TUD PLATE TIE5
FL414
,�.ONNEGTOR
M. -
51_0N 5rRONO TIE GO.
"5FH' SERIES STUD PLATE TIES
FL539
GONNEGTOR
51 ^N STRO;u*-TE :,0.
"LTP" SERIES PLATE TIES
FL414
ONNEGTCR
51 5GN 5TRONC--TIE GO.LTA'
SERIES T� 55 . k HCR
FLI423
CONNE.,TCR
5I4 -50N
5"RO TIE �:
"HET.A" SERIES TRL55 ANCHORS
a
FLI •01
ONNEGTOR
SI 'FaON STRON3 TIE GEJ.
"HOT' SERIES GIRDER TIEDO Xs
FL414
EXTERIOR
CO?INEGTOR
51`t SON 51RONS-TIE CO.
"MGT' SERIES GIRCER TIEDOK.45
FLI423
OF TO 40"
r1ONNEGTOR
51M ,-,ON STRONG TIE CO.
"LCT" SERIES GIRDER TIEDOWNS
FLI423
40.01" TObO"
GONNEGTCR
I 51'rf.-50N STRONS-TIE GO.
HTT" SERIES TENSION TIE5
FL505
bO.01" TO 30" D , F
CONNEGTCR
1 51Ti:-53N 5TRONa-TIE C,O.
'HD" SERIES HOLDOOKI4 ', GWOR5
FL505
CONNECTOR
51riF ON. STROM TIE G0.
'PHO" SERIES HCLDDO�N .aNGHCRS
FL503
GONNEGTOR
LNI T ED 511EEL FRODUC.T5
"LPTA" SERIES, TRU55 ANCHORS
FL559
CONCRETE LINTEL
LOQ GONG.RETE FRODLI'.TS
PREGA5T LINTEL / BEAM SEC•ION_`-
FLI441
GONGRETE LINTEL
<iKA GONr_RETE PRODUCTS
FREGA5T LINTEL / BEA; I SEGIONS
FLI413
ENGINEERED WOOD
TRL"55-_015T
LAMINATE BEAMS 8 COLLI` N5
FLI630
ENSINEERED W000
OEOR51A PACIFIC
LAMINATE BEAM5 S G01-1,NIN5
FL2023-RI
ENGINEERED W00D
5015E CASCADE
LAMINATE BEAMS ,f C.OLLMN5
FL1644-RI
ROOFING
ASPHALT 5HIN5LE5
GERT.AINTEED
F15ER&L455 LAMINATED SHINGLES
FL5444
ROOF TILE
IONIER
CONCRETE ROOF TILE
=L5&0 -FJ
ROOF TILE
HANSCN
GONGRETE ROOF TILE
FL3505-RI
ROOF TILE
HANSON
GONGRETE ROOF TILE
1`1_3506 -RI
SOFFIT
ALUMINUM SOFFIT
KAYGAN LTD
12' VENTED ALUM SOFFITS
FL4"5
EXTERIOR
SLIDING
FLORIDA EXTRUCER - MILESTONE
ALLM. SLICING SL.A.55 DOOR5
FL45-R2
DOORS
SLIDING
51MONTON
ALLM. SLIDING &LASS DOOR5
7L5350
SWINGING
MA501,1ITE
FIBERGL,\55 ENTRY DOOR
FL4663
SWINGING
MA-,ONITE
FIBEROAL55 PANEL DOOR5
FL4663
SWINGING
M,LONITE
FIBERGLAS5 FRENCH DOORS
FL4bb5
5EGTION.AL
GLOPAY BUILCINS PRODU6T5 GO.
RESIDENTIAL SECTIONAL &,\RAGE DOOR FL302b-RI
SINSLE HUNS
FLCRID.A EXTRUDER -MILESTONE
ALUMINUM SINSLE t�AS WINDOW
FL42
HORIZONTAL SLIDER
FLORIDA EXTRUDER - MILESTONE
ALUMINUM HORIZONTAL 51LICINS WINDOW
FL43R2
FIXED
FLORIDA EXTRUDER - MILESTONE
ALUMINUM FIXED SLASS WINDOW
FL44R2
HELLIONS
FLORIDA EXTRUDER - MILESTONE
ALLMINLIM EXTRV51ON
FL3I36-RI
OED 0LA55 BLOCK PITT5BUR5 GORNIN3 CORP.
S A55 UNIT M.A4ONRY INSTALL W/ MG-RTAR FLI363
SINGLE HUNG^
SIMONTON WINDOWS
ALLI'11NLM SINGLE HLN& WINDOW
FL5459
HORIZONTAL SLIDE
SIMONTON WINDOWS
ALUMINUM HORIZONAL LIDING WINDOW
FL5'
FIXED
51MONTON WINDOWS
ALUMINUM FIXED C-LA55 WINDOW
FL5460
co
N
r
C)
Lo
r
HEIGHTS OF #2 STUDS
EXTERIOR FRAIfE KALL5 ONLY - EXPO50RE C
TAPCON INSTALLATION ANCHOR CHART
STUD SIZE, 11ATL.,
,AND O.G. 5PAGIN5
NiAX. 5T0 51ZE, MATL.,
HT. AND O.G. 5PAGIN5
MAX.
HT.
2x4 5PF AT I6" O.G.
b' -b' 26 5PF AT Ib" 01".
10'-0..
2x4 5PF AT 12' O.G.
l' -b" 2x5 5PF AT 12" O.G.
II' -6"
2X4 5YPAT Ib" O.G.
1'-0" 2x5 5I P AT Ib" O.G.
D FE F D D E D D E D
2x4 5YP AT 12" O.G.10'-4"
2xb 5YP AT 12' O.G.
15'-0"
-- FOR INTERIOR BEARINS 1^IALL5:
2x4 51011- AT I6" O.G. -MAX. HALL HT, 11'-I" O.G.
2x4 SIF AT 12" O.G. - HAX. KALL HT. 12'-3" O.C.
2x; SP -r AT lo" G.G. - HAX. HALL HT. Ill_1" O.G.
-- FOR .ALL FRA'fE BEARINN5 HALLS OVER IO' HIGH, PROVIDE
SOLID 2x BLOC"INC AT 4'-0" QG. MAXIKIU l
I. Lvv,-cIlulu✓ LIQ nvL/IvIL`Uf'+L Y'.LVV. (.JI'IVL VH�ICN5UN NUI MULLED' WOW. JF'NG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPGON ;ANCHORS TO BE 24" O.G.
2x HDR. PLATE OR
EXTERIOR V TVD. HCR.
5HEATHINIG
(2) LAYERS OF 1/I6" 05.5. OR
(1) LAYER OF 3/4" PLY!^V.
VONNEGT ! I
r
2 o NAILS
AT
Ib" O.G.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SHEATHIN•6
2x CRIPPLE STUDS AT Ib"
O.G. BTVqN. SILL PLATE
BOT. PLATE OR HDR. c
HDR. PLAT
2x HDR. OR SILL
I PLAT OR HDR. JAGS
t
LAT T AGH !,,VN,,'DOOR PER
MAN IJF. 5PEGIFILATION5
SILL / JAMB I HEAD
ERAMIE WALL OPNG,
WDW./DOOR DETAILS
TAPCON INSTALLATION ANCHOR CHART
BLOCK FOR BUILT OF
FOR BLOCK OPN55. H,' BUCKS 1 I;'2"
THICK OR GREATER
WICTH
WIDTH HIDTH
5TR6;0EREP UNLE55 OTHERN15E NOTED. THIRD AND
UIIDTH
FOURTH PLIES SHALL BE ADDED TO EITHER 51DE OF
2 -PLY GOMP051TE POST.' 11NI''UM END D15TA%E SHALL
(2)2x10
BE 2 1/2" AND MINIMUM EDGE 1)I5TANGE SHALL BE I".
D FE F D D E D D E D
# OF N I•AILS
'411All
A - A
(3) PLY5(4)
PLY5
,X. l MAX.
QII
Af.
�II
1
10d x 31.
- G MAX.
ION X 3"L. OR
CV
CAULK BT1"fN.
2
_ �
112" P1,41.
6'-3"
6 5-
BLU �n
BACK 1 BLOCK
I
2x6
c
C - bVDI^l. C
!nIDW. WOW. C z
IOd X 31. OR
3
30.3
SJFFIGIENIT TO ACHIEV'E'if?.
OPNG--.
OPNS- OPNS.
21.1
I I!4' E'fBEDMFENfT INTO
550 OR
A4 A
A
(2)
v x
`N
EX T. DOOR
ION X 3"L. OR
SILL ,' MULL
SILL / MULLS
2"
'TAX.
OPN .
SINGLE VVDW, OR
MULTIPLE SIDE
P 16' O.G.
IN
LIEU OF NAILS, MEMBERS' TAY BE BOLTED TOGETHER
STACKED WDW,
BY SIDE VVDVVS.
I
W/ MULL 137N,
W1 MULL BTVVN. 2
X+
-
,�3<
VIDN.OPN5.
LOCATIONS
WDW.OPNG. LOCATIONS
HEIGHT
IN HEAD 01
WIDTH IN HEAD 0
EXTERIOR
DOOR
OF TO 40"
A
UP TO 40" D
OPENINGS
40.01" TObO"
A,B
40.01"T060" D
bO.01" TO 3O"
A , Cl
bO.01" TO 30" D , F
50.01" TO 100"
A,B,C
80:01"TO 100" D,E,F
I. Lvv,-cIlulu✓ LIQ nvL/IvIL`Uf'+L Y'.LVV. (.JI'IVL VH�ICN5UN NUI MULLED' WOW. JF'NG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPGON ;ANCHORS TO BE 24" O.G.
2x HDR. PLATE OR
EXTERIOR V TVD. HCR.
5HEATHINIG
(2) LAYERS OF 1/I6" 05.5. OR
(1) LAYER OF 3/4" PLY!^V.
VONNEGT ! I
r
2 o NAILS
AT
Ib" O.G.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SHEATHIN•6
2x CRIPPLE STUDS AT Ib"
O.G. BTVqN. SILL PLATE
BOT. PLATE OR HDR. c
HDR. PLAT
2x HDR. OR SILL
I PLAT OR HDR. JAGS
t
LAT T AGH !,,VN,,'DOOR PER
MAN IJF. 5PEGIFILATION5
SILL / JAMB I HEAD
ERAMIE WALL OPNG,
WDW./DOOR DETAILS
5ROUT BLOCK SOLID A5
SHORN - EXTEND 6ROUT
GONTINU0U5 TO THE NEAREST
REINFORCED GELL5 BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANf5 (FILL TO
BOTTOM OF HINCOH 51LL AT
LOCATIONS HHERE 51LL 15 LE55
THAN 2'-0" A50, `L TOP OF 5LAB,)
OVERHANGING BLOCK REPAIR DETAIL
FASTENER SCHEDULE FOR
BLOCK FOR BUILT OF
o,
a
K^ " C
BLG� 5 2 THICK OR MORE
VERTIGAL 5PAGIN5 OF FA5TENER5 AT 8" O6
BUILT UP BUCK DETAIL
5TR6;0EREP UNLE55 OTHERN15E NOTED. THIRD AND
THICKNESS 1112" OR GREATER
FOURTH PLIES SHALL BE ADDED TO EITHER 51DE OF
2 -PLY GOMP051TE POST.' 11NI''UM END D15TA%E SHALL
(2)2x10
BE 2 1/2" AND MINIMUM EDGE 1)I5TANGE SHALL BE I".
5TUD
# OF N I•AILS
o s
(2) PLY5
(3) PLY5(4)
PLY5
SIZE
PER ROH
Q , a
(1)
10d x 31.
IOd x 31
ION X 3"L. OR
CV
CAULK BT1"fN.
2
_ �
112" P1,41.
6'-3"
2
�• s J
BACK 1 BLOCK
BOLT @ Ib" o.6.
2x6
c
IGd x 31.
IOd x 31.
IOd X 31. OR
3
30.3
SJFFIGIENIT TO ACHIEV'E'if?.
GEMENIT FIN15HIr
1/2" P1*130LT
21.1
I I!4' E'fBEDMFENfT INTO
OVER BLG!GK
@ Ib" O.G.
2x3
(2)
' o °
ION x 3'1-.
ION X 3"L. OR
o"
2"
'TAX.
5ROUT BLOCK SOLID A5
SHORN - EXTEND 6ROUT
GONTINU0U5 TO THE NEAREST
REINFORCED GELL5 BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANf5 (FILL TO
BOTTOM OF HINCOH 51LL AT
LOCATIONS HHERE 51LL 15 LE55
THAN 2'-0" A50, `L TOP OF 5LAB,)
OVERHANGING BLOCK REPAIR DETAIL
TAPGON PER
5GHEDULE
EXT. FACE
OF BLOCK
13/4"
MtN.
ti 'n <
(2)I0d x 1112' AT 24" O.G.
FOR EUGK BUILT UP TO 2
1/2" THICK
PROVIDE 2x P.T. A5AIN5T
FASTENER SCHEDULE FOR
BLOCK FOR BUILT OF
BUILT UP STUD COLUMNS
K^ " C
BLG� 5 2 THICK OR MORE
VERTIGAL 5PAGIN5 OF FA5TENER5 AT 8" O6
BUILT UP BUCK DETAIL
5TR6;0EREP UNLE55 OTHERN15E NOTED. THIRD AND
THICKNESS 1112" OR GREATER
FOURTH PLIES SHALL BE ADDED TO EITHER 51DE OF
2 -PLY GOMP051TE POST.' 11NI''UM END D15TA%E SHALL
(2)2x10
BE 2 1/2" AND MINIMUM EDGE 1)I5TANGE SHALL BE I".
5TUD
# OF N I•AILS
NUMBER OF PLY 5
(2) PLY5
(3) PLY5(4)
PLY5
SIZE
PER ROH
2x4
(1)
10d x 31.
IOd x 31
ION X 3"L. OR
T14I6,01E55 - CONNEC.T 4,V
CAULK BT1"fN.
2
5'-51
112" P1,41.
6'-3"
2
3'15" DIA. TAPGONS.
BACK 1 BLOCK
BOLT @ Ib" o.6.
2x6
(2)
IGd x 31.
IOd x 31.
IOd X 31. OR
3
30.3
SJFFIGIENIT TO ACHIEV'E'if?.
GEMENIT FIN15HIr
1/2" P1*130LT
21.1
I I!4' E'fBEDMFENfT INTO
OVER BLG!GK
@ Ib" O.G.
2x3
(2)
IOd x 31.
ION x 3'1-.
ION X 3"L. OR
112" DLA. F LT
P 16' O.G.
IN
LIEU OF NAILS, MEMBERS' TAY BE BOLTED TOGETHER
4•?ITH
Ill" DIAM. THRU-50LT5 AT 15" O.G. VERTI6ALL Y WITH
THE 5ArE NUMBER OF BOLT5 PER ROH AS NAILS
TAPGON PER
5GHEDULE
EXT. FACE
OF BLOCK
13/4"
MtN.
ti 'n <
(2)I0d x 1112' AT 24" O.G.
FOR EUGK BUILT UP TO 2
1/2" THICK
PROVIDE 2x P.T. A5AIN5T
OR
BLOCK FOR BUILT OF
(2)3d x 2 1/2" AT 24" O.G.
K^ " C
BLG� 5 2 THICK OR MORE
FOR .y 5 D 2 /2"
rel, ELK.;. L.JILT UI � I;�
BUILT UP BUCK DETAIL
THICK OR "OR'
THICKNESS 1112" OR GREATER
PRECAST GONG.
NJ
(2)2x10
NJ
l
HIiN, 2 1/2" !NIDE BIOK-
LINTL A51. OFNG.
4'-011
'
5'-4"
2
i tiL 'I' 1U'I 2 3/4" BUILT UP
OR GK' JAMB
1'-b"
2
21nd FL0 R ONLY
3'-b"
T14I6,01E55 - CONNEC.T 4,V
CAULK BT1"fN.
2
5'-51
2
6'-3"
2
3'15" DIA. TAPGONS.
BACK 1 BLOCK
2
25.1
HALL
TAP60Nf LEND T H M)5T BE
2
5'-5'
3
30.3
SJFFIGIENIT TO ACHIEV'E'if?.
GEMENIT FIN15HIr
28.3
21.1
I I!4' E'fBEDMFENfT INTO
OVER BLG!GK
BLA' < J,AI` 5 i HEAD
INSTALL V IDV 1 DOOR REW DR Y BALL
AI ICHORf
I f
I OEI.,KP
PER
INSTALLATION DETAIL5
HEADIJAMB FOR BUCK
THICKNESS 1112"
OR GREATER
INSTALL TAPGON
\' D -v
PREGA5T GONG. AI?VHOI. INTO BLOB,. PER
LINTEL ABV.OPNS. INSTALLATION DETAIL5
OR GMU JAMB -
CAULK BTHN.
BUVK , BLOCK
GE' TEM FINISH
OVER BLOCK
N'16V, 2 V2' VIDE BOO<-
HAXIJH BUILT LIP
THIGKNE55'U5T BE LE55
1441 1 lit' GJINE T VV
SPIRAL NAIL5 AT lo" G.V.
+LL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11/2"
GEMENT FINISFILIU
R�gGH V IDV 1, Ir700R PER
OVER BLOGK
� I NUF. 51PEOFIGATION5
PREGA5T
GONG. SILL
I SILL '
BLOCK WALL OPNG.
WD,/DOOR BUCK DETAILS
ALL WINDOI^IS ,AND WALK DOORS 5HALL HAVE A
MAX. DE515N PRE55URE OF 34.1 PSF.
PRE55URE 5A5ED ON MINIMLIM GOMPONENT EFFECTIVE
AREA OF 10 5.F. - PRESSURES MAY BE REDUCED FOR THE
ACTUAL EFFEGTIVE WOW./ DOOR ,AREA A5 STATED ON "COMPONENT
AND CLADDIN5 MIN. DESIGN WIND LOAD PRE55URE" CHART ON THIS 5HT.
ALL BILK. SELLS, ABV. LINTEL
TO BE GONG. FILLED
PREGA5T LINTEL PER PLAN
ACRO55 OPNl6.
26 P.T. FROM BOT. OF LINTEL TO
TOP OF HALL - CENTER ON OPN6.
FASTEN TO BLCLK K' 1;2" J -BOLT
H^ / 2" 50. KA5HER
2x6 OR 2x4 F.T. W/ GONG. NAIL5 AT
12" O.G. AGR055 TOP OF OPN6. -
"�
EXTEND JAMB 14" MIN. 4 111N.
ABV. 0PN5. EDGE
D15T.
2x6 P.T. BUGK AT GARAGE DOOR JAM55
FASTEN TO BLOCK K'1/2" DIA. X 6" J -BOLTS
AT 24" O.C, MAX. KI 2`50. I IASHER5
AT EA. 51DE OF OPNS.
GARAGE DOOR MASONRY OPENING
GARAGE DOOR DETAIL
DE -515N LORD5: EXP. "6" 8'-O" N. DOOR +325 P5F & -41.0 FSF
I6-0" W. DOOR +30.3 P5F ff -31.1 P5F
EXP. "B" 3'-0" H. DOOR +23.2 P5F B -215 P5F
I6'-0" H. DOOR +22.0 P5F 6 -1b P5F
WOOD HEADER SCHEDULE
KA;XG�UNI CLEAR 5P AN FOR LOAD BE ,ARIN?G FRA'iE Vl1LL5
SIZES NOTED ON PLANS TO SUF'ERCEDE
VALUES 5HONN ON THI5 5 HEDULE
COMPONENT EFFEGTIVE AREA Q
10
HEADER LOAD
CONDITION
HEADER SIZE
30
40
(2)2x:5
I'
(2)2x3
NJ
(2)2x10
NJ
(2)2x12
NJ
ROOF ONLY
4'-011
2
5'-4"
2
5'-3"
2
1'-b"
2
21nd FL0 R ONLY
3'-b"
2
4'-5"
2
5'-51
2
6'-3"
2
2nd FLC?�R R0 F
3'-0°
2
25.1
HALL
4'-�'
2
5'-5'
3
"N1J' = MINIi�d1M NUHEER OF JAG" 5T1G'5 REO'D. AT EA. END UNLESS
OTHERWISE NOTED ON THE PLAN
ALL 5TRUGTURAL HEADERS TO BE #2 OR BETTER 5Y P.
ALL NON-5T,'d)6TURAL HEADERS H-Elil f -FIR cN, 5 -P -F OR BETTER
zQ
CONSTRUCTION NOTES
I. APPLICABLE GODE5:
- FLORIDA BUILDING Cis E -1 I - RE5IDENTI,AL
FLORIDA BUILDING LODE -_HPPLE'MENT - RESPENTIAL 2003
NATIONAL ELEGTRICAL GODS REOVIREMENT5 FOR ONE AND I!n!O FA iILY DV"ELIi'?G-5, i FPA
7?A; 2001.
2. BGONTRAGTOR5 5HALL VERIFY ALL DI' fENLIC1Nh5 IN THE FIELD AN?D I.OTIFI THE
BJILDERIARGHITEGT OF AIN' DISCREPANCIES PRIOR TO fR7GEEDINfG "11TH CONfSTRIIGTION?.
3. ALL 60N57RLICTION SHALL EE BRACED AND S-ORED BY GONTRAC,TOR AS RECUIRED TO
5AFELY PERFDRI1 THE 14LORK.
TERMITE PROTECTION
I. TERMITE PRETREATMENT 5HALL HAKE U5E OF 30RA-GARE T ERi`IITIGIDE. THE iORA-DARE
ERiHITICIDE TREA T'1ENT 15 REGISTERED BY THE FLORIDA PART'FENIT OF A,GRI,,ULTURE
�`?D C t�NEUMER 5ERVICES AS REOUIERED BY THE FLORIDA EUILDINIS GORE 2007 -
RESIDENTIAL,
2. UPON a)HPLETION OF THE AFPLICATION OF THE TERMITE FROTEGTIVE_ TREAT fEiNT A
VLRTII Ic•;`,It OF c OMFLI.AN 'L 5HALL BE 155U:D BI A LIVER -5--D L;I C NTROL ✓0,,P. AN'I
BE, OR_ A (,ERIIFI6AT OF IO�'-C R,AIV�i MAI BE 15 -HIED. THE vLRIII ICATE OFF 60'I'°LI.ANVt
SHALL 5 T A T:: 'THE BUILDING H:A5 RE6EI! ED A GONi LETE TREA I TENT FOR THE PREF/�-NTION I
OF -_-IBTER°ANEAN TER�IIT5. THE TREAT' FENT 15 IN AGGORD,AN?6E !^11TH THE RULES AND/
L,*15 E5T.ABLI5HED BY THE FLORIDA DEPART' IEi,,ff OF :AGRICULTURE ,BUND COiVSJXER
SLRVIc E5'.
FOUNDATION NOTES
I. FOUNDATION 15 DE515NED BASED ON PREHMPTIVE SAFE ALLOKAELE LLARINo- PRESSURE
OF 2000 P51F. GONTRA6TOR 54ALL VERIFY" THAT IHE iNINII Iki BEARING PRE59,IRE OF
2000 F 5F 15 OBTAINED PRIOR TO FOOTIN5 PLAGEi 5\fl .
2. FOOTING SHALL BE PLACED ON GOIFA6TD SOIL FREE OF OR(5ANIG DEBRIS.
3. ,AS REQUIRED BY THE LOCAL'UNICA.AILITY BUILDING DEPART'iEW, A FOUNDATION SURVEY
SHALL BE PERFORMED AND A GOP OF THE SURVEY SHALL ON THE SITE: FOR THE 1111JILDIN6
IN51FECIOR13 U5E, OR ALL FRS ERT)' MARKE?5 WALL BE EXP03ED AND .A 5TNINE
5 ETCHED FROM MARKER TO RARER TO VERIFY REGIRED 5ETER ACKS.
CONCRETE NOTES
I. CONCRETE STRENGTH 5HALL BE 2500 P51 AT 23 PA Y,55 Aj\rL/ IN A' ORDANVGE �" P, A.G.I.
313-15.
2, R5NIF ORC•IN'6 STEEL SHALL BE IN AGGORPANGE !INITH THE LAit5T EDITION OF ;A5PH A515
az Ai L 40.
3. HELPED WIRE F.ABRI6 54ALL BE IN AGGORPA•NCE HITH TUE LATEST EDITION OF ,A5T`r1 AI35.
CONCRETE MASONRY NOTES
I. CONCRETE MASONI.ARY NORK 5HALL BE IN A66ORDAiN6E WITH A.G.I.530/A5CE f5f, 1115 402.
2. WNI' E TEUN?IT5 5HALL BE IN CONIFORHAK E !^11TH ,AST,-,[ 610, GRADE N1, TYPE 11
AST '1 '1140, AND SHALL 4 `V� A COIPRE551VE 5TREN i5fl OF 2000 P51 i ilNfli Ui`i 3A5ED ON
TIE INET 6RO55 SECTIONAL AREA,
3. COARSE G -ROUT 54ALL BE IN GONfFOR'r1.ANK E !^PITH A55m 6416
4. MORTAR 5HALL BE T'(FE "M" OR 'IS" IN ACGORDAN?6-t HIP,. AS i , 6270.
5. ALL RA 0RAR, UNITS WALL BE LAID IN RUNININa POND U.Nl.O.
6. PROVIDE 3" PRECA51 01 K;RETE LKFEL5 :AF(AFE ,ALL i iA5ONARY OPN55, ALL LINTEL FOR
010NI-5. OVER 5'-5" 5H,' -LL BE GROUTED SOLID W 5 T ANDARD BR6. EA,. END U.N.O. (4" MINI.
ELA` 100- REO W)
PRE-ENGINEERED WOOD TRUSSES
I. :ALL TRUS aE5 5HALL BE IN AGGO°DANIGE ,11TH THE LATEST EDITIONS O THE "NATIONALDE516N 5PEGIFICIATOiN5 FOR 51`RE55-5R PE LWBER AND IT -5 IFASTENER5" AS
RECO'HHENDED B, THE NATIONAL FOREST FRODUGI5 A551106IATIONI.
2. THE TRUSS MANllF. SHALL VERIFY ;ALL 7,165 SPANS, SLOPE5, BLARING POIiN-15, A -NO
Pl'EN151ONS BEFORE FABRIGATIONI. ANY DEVIATION5 OR 015vREPANC,1 5 FRONT THE PLAINS
TO BEB -
L VR�U�•NT TO THE AI- TENITION -TNt �JILDER%ARGHIiEGTn1GIN?EER FRIOR TO
PROCEEDING. T 155 MANfUF. TO SUPPLY ALL TRU55 TO TRUSS HANGER5 AND GOi*, IEGTIONl5.
1
� -
7 r 1 -
5. TRU IIA • REVISED � �
5 I.LI . T�. I I. � � '�
0\ IDL _:IIP I •�
� DI.A IIr G iV �
50 IL.IAVD' r: �
,O rE , ISEL, I �; DLL rLAI M I �
BUILDER FOR :E.VIE1 BEFORE FAERIGATIONI. TRU55 SHOP DRAWINI55 5HALL 54OH ALL
TRU55 PROFILES, GRAM ;`UPLIFT LOADS, PRAC•IN t3 'I fB"E?5, AND i RU55 TO TRL155
4. ALL PREFAB. WOO TU'55E5 SHALL BE 5EGURELY FASTENED TO THEIR 5UFORTIN6 !^IALLS
OR BEAM5 A5 REQUIRED PER THE FRAHNf6 PLANS.
5. FRE -ENGINEERED l,IOOD TRU55E5, RAFT?5, AND OTHER ROOF FR.AHIiN•l;'fEi`iBEFS SHALL BE
5P, . A
ti`
GLD T 24" 0*HAX
.V. IN'lll I
6. RID5E AND VALLEY 5ET-'EH5ER5 SFIALL BE A NOHINbAL DI'iEN510N OF 2" LARGER THAN
RAFTER -5.
1. :ALL ROOF FRAiHII,S i`'iTl` BER5 5HALL BE I 1LMN. 5YP BE #2 OR 1 ILI\.
COMPONENT AND CLADDING MIN.
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE IIB"
COMPONENT
LOCATION
COMPONENT EFFEGTIVE AREA Q
10
15
20
30
40
50
60
10
80
10
100
ROOF ANGLE > 10°-30°
50.1
47.8
45.4
43.4
41
315
38.4
313
365
35b
34.1
ROOF ANGLE > 30°-45°
303
21.1
21.0
28.4
21.8
21.2
26A
26.7
2b.4
26.2
25.1
HALL
342
33.6
32.4
31.4
30.3
21.3
23.8
28.3
21.1
21.4
2b.1
COMPONENT AND CLADDING MIN.
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE'IC"
GONPONIENT
LOCATION
GO' fPONENT EFFECTIVE ,AREA Q
10 15
20
30
40
50
bO
10
90
10
100
ROOF :AN 5LE > 10°-301
10.1 bl.0
b3b
b0.8
51.3
55.0
53.3
52.5
51.1
50.0
43.b
ROOF AN5LE > 300-45"
42.4 41.6
40.6
31.3
3301
33.1
3
3i.4
31.0
36.1
36.3
BALL
423b, 41.0
45.4
44.0
42.4
41.0
40-3
3u.b
31.1
38.4
-31.1
PRES-IRE5 5T.ATED ON ANY PLANT OR DETAIL 5FIALL 9JPERGEDE VALUES
PROVIDED ON THIS GHART. VALUES INDICATED ARE GOMPONENti PRF& IBES FOR.
Df 105T 5TRINHNIT ZONE LOAD GA5E PER TABLE 8301.2 (2)
OF FLORIDA BUILDING CODE 2004 - RE510ENfTI,AL AND 2003 SVP P LENIENT
WALL & ROOF FRAMING NOTES
I. HOOP GONSTRU6TION SHALL CONFOIR11 TO THE LAT5T EDITION OF "NATIONAL DE516N
5PECIFI6ATIOINS FOR HOOP GON5TRUCTION" BY THE NATIONAL FORE -5T PRODUCT
A550CIATION,
2. ROOF ,AND !nIALL 5TRUGTURAL SHEATHING SHALL BE SPAN RATED IN 1 AC.L`RDAdNGE HITH
APR P5 1-83 OR NER-103. NAIL5 USED IN ALL 94EATHIN6 APPLIGATI0115 SHALL BE 3d
COMMON, RIN,5 OR SPIRAL SHANK, OR HOT DIPPED 5ALVANIZED, HAND OR S,IN DRIVEN
W D
NAIL5. GRIVEN NAILS SHALL HAVE HEAD AND SHANK SIZE EQUIVALENT TO HAND DRIVEN
NAIL5 OTHERH15E 5PAGIN5 SHALL BE IREDtk'EP FROM 12" TO IO',5" TO b", 5' TO 5", 4" TO 3",
AND T" TO 2" IN THOSE APFLIGATIOvb.
3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLAN5 AND IA hIINHU'1 GRADE
OF 5YP #2 OR BETTER. INTERIOR HALL STUG'S 5HALL BE A h1INlI11111M OF 5 -P -F #2 OR BETTER,
4. HOOD HEADERS PER 5GHEDULE UNLE55 NOTED OTHER1I5E ON PLAN5. ALL HEADER
hfATERIAL TOBE 5OU HERN YELLOW PINE #2'iIN. PROVIDE 5TRAP5 .AS REIO'D. PER DETAIL5.
5. PROVIDE :A BUILT UP OR SOLID 5R11'N GOLU'1N UNDER ,ALL GIIRDERS AND BEAT 15 IN FRAMED
HALL5 UNLE55 NOTED OTHERK5E ON PLANS. A MINIhiUN1 OF (2)2x4 5TUD5 SHALL BE 1)5E[),5TRAP ME'FEER DIRECTLY TO TOP OF COLUMN AND BOTTOM Ver' A'fIN. OF 51MI�N 5PH4 OR
EOLIAL AT EACH 5TLID. PROVIDE BLOCKING TO BEARING HALL BELOH A5 REOUIRED. HEAVY
HOLD D3 hNn: MA, BE REGUIRED AT 50ME LOCATIONS A5 NOTED ON PLANS,
6. END JOINTS IN 57ZTURAL DOUBLE PLATE 5HALL BE OFF5ET AT LEAST 4'-0". 5TRUGTIURAL
DOUBLE PLATES TO BE NAILED AT 5" O.G.
7. OR FRAME HALL5, PROVIDE FULL PANEL OF 51 -EA T HIND FROM ALL CORNER
AT EXTERI
E05E5. FULL PANEL 1L5T BE 5AWCfIT AROUND ANY OPENINGS. 5EE DETAILS FOR NAILING
REQUIRE' IENffS.
3. THE NUMBER AND 51ZE OF NAIL5 CONNECTII b,OOD NfEi IBER5 SHALL NOT BE LE55 THAN
THOSE 51PEGIFIED IN TABLE R&02.3(FA5TENIN6, 5 ,HEPULE) OF THE FLORIDA BUILDING CODE
2004 -RESIDENTIAL- UNLE55 NOTED OTHER1,115E.
1. ,ALL HOOD IN GONITACT HITH CONK:RETE SHALL BE PRE5 TREATED LL"IiBER OR
5EPARATED FRONT GONCRETE V'?/ FELT PAPER OR'1ET.AL PLATES.
10. ALL NAILS AND BOLTS EXPOSED TO WEATHER 5HALL BE HOT DIPPED GALVIIJIZED.
UPLIFT CONNECTORS
I. UPLIFT GON`ilEGTOR5 ARE ONLY REQUIRE'�^D ON ME'fBER5 IN HALL5 THAT ARE EXPO'S,ED TO
UFLIFT FORCES. INTERIOR LOAD BLRRII`i% H_ALL'o RE 'RIT ALRAY5 E'POSED TO UPLI; T
FORGES. THE E'fBER5 OF THEE !nIALL !^fGiILD NOT NEED TO HAVE GON1.iVECTORS ALLIED.
2. UPLIFT G•ONfNUG10R5 TO r�G>`JIDE -,.ON 1-1 FRONT ROOF TRU55E5 THRU PLAT:5 TO SLAB
:AN?[? F 62INDA T ION PER PLANT.
3. UPLIFT 6ONNEGI-OR5 AT ROOF TRU55E5 SHALL BE BENT OVER, TRUSS TOP 6HORD5 ,AS
REt7Ul ED AND NIA,ILED PRIOR TO :APR IC:ATIO? ;7F ROOF SHEATHII,;5.'f155ED 5TRAP 5 SHALL
BE INSTALLED ER PLAN PRICER TO SHEA T HIN 3 INSTALLATION.
4. THE HAXI' ILII`i NUMBER OF FLAT 5TRAP5 (I.E. "HETA20") IN THE TOP 5LO11rK HALL G0{fR5E AT
ANI, GIRDER TRUSS 5HALL BE (2) 5TR P5 HITH CLEAR DliHEiV510N1 BEFORE NEXT
5-1RA,°(5),
5. ALL SPECIFIED 60N1NfE6T7R5 5PIALL BE INSTALLED PER CONNECTOR KANUFA6TIIRER5
li �STRUGTIONS.
b. NO GONN?EUIOR 5HALL BE BENT IN THE FIELD UNLESS NOTED A5 A1,LV PTAL'LE IN THE
GOiNNEGTOR M.AN IJF. FRODLK;T 6A1,AL06.
1 IIKHENI AN(,HORIA3 (2) I WP ITE' 15 TOOETFER, THE LENGTH OF HURR16ANIE STRAP MUST BE
EQUALLY HALF ON LEA. ITEM.
3. 1115 TALL ALLS �GIFIED FASTENERS AT EACH G,ONNEGTO'R. REFER TO 6ONNEGTOR SCHEDULE
F OR MIN?I'il1'1 IRNHBER OF F:A5TENfFR5.
ii.AY 9JI35TITLITE 1IfRRIGANE STRAP HITH 5TRAP OF 5REATER HOLD D01,411 !!ALLE OR
SREATER UPLIFT V,ALLE INFIELD NITHOUI \ ERIFIGATION, PROVIDED ,ALL' 1:ANU ,`,G• TL?ER5
INSTALLATION INSTRUGTIONf5 0'R RE0IRE'fENl5 ARE FOL011EP.
STRUCTURAL CRITERIA
I. APPLICABLE CODE:
FLORIDA BUILDING CODE 2001j - RESIDENTIAL
!^ANID SPEED - 120 ' TPN
K.I ILIO F.,lBO E
DEBRIS REoltN
D T�OPTVL FAC
)GN
E
LN.
LV5EL
B011-PING TYPE, EXPOEUI'E CA TITO-ORI -5%E ROOF PLAIN NO T t5.
2 INTERNAL F-RE551.RE GOEFFIGIENIT: +/- O.0-1AXIHJNi'fEAN ROOF H.T. = 30 FEET
GENERAL NOTES
RE -
•7 A il E 1 -�
I il a
DOORS 14 l
UL IEEI G, "., • , -' •, -- -t
LIE ,TIC IV N.
L IK,.,I:,VL 4,
�I LL BE I IINL I �1 I
'UI 3r� T4 . ��
IV. .,.?LID
CORE !MOOD DOORS, 15/8" ';OI ID OR ?CONI:I c,•ONIE GORE STEEL DOOR;; OR 20-'IINUT
FIRE RATED DOOP5.
2. THE OapAG� SI TALL SEP:AFATCD FR0`r1 THE RESIDENCE ANID IT5 A TIG ARE-`, BY NOT
LESS THAN 1/2' GYP U' f BOARD APPLIED T THE cARA L SIDE. SAr:A6E5 BENEATH
HABITABLE ROOM5
S HALL BE SEPARATED FRO'i ALL HABITABLE ROOMS ABOVE B`i' NOT
LESS THAN 5/5" TYPE X GYPS)' BOARD OR I T5 E0'UIVALEN?T.
3, Di1GT5 INTHE 5A°AGE ,AND DU16T5 PENETRATING THE !IRALL5 OR CEILIjA5 5EP.ARATING
THE D-VELLIN FRONT THE 5ARAG, 5HALL BE CON5TRUC•TED OF A MINIri l NO.2b 6AG-E
5HEET STEEL OR ,APPROVED EOUAL.
4. ENIGL05ED ACCE5519LE 5PAGE UNDER 5TAIR5 SHALL HAVE 4"14,1-1-5, UNDER STAIR
5URFACE AND .AN, 5O I IT5 FR�� I LVTD ON THE E f6LS'SLD SIDE Ni l 1 1l2"
BOARD.
LATEST REVISICN
DATE TO MASTER:
09-18-09
In
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DO NOT 5GALE PRINT51
C05TRLIGTION SFfALL BE
PER INCIGATED DII�fEN510f L�
ONLY, ANY D15GREPENGIE5
TO BE REPORTED TO M11
HIOME5 FOR CLARIFIGATIONI
D�
MY ORLANDO
VERT. REINF. GONG.
FILLED LELL b,U 145�
BAR n
REINF. FILLED TDP % I
SLOGK GDUR E J I
(I
GONG. BLK.
iNALL PER T P.
!NALL 5EGTION
VERT. REINF. a')NG.
FILLED CELL W)1-#5
BAR
I
I �
x
N
DBL. 2x P.T.
BLGLKING
(2)I2d NAIL5
,AT b" O.G.
112" EXP. F LT :AT 24" O.G. VERT.
(2 �,/4` EMBED) KI 21 RASHER
511,F50N II AT LA. 5TUD A
EfTERIDR RALL5 U'51E 5PH4 (AT
INTERIOR BEARING 61.ALL5)
ATT:AGH EX i . 514E,ATHIN` 5
TO STUDS / PLATES PER
5TRUGNRAL NOTES
AT EXT. FRAME KALL TO BLOvK
KALL, PROVIDE 2x P.T. 6V 1/2" EXP.
BOLT AT 24" O.G. VERT. (4" EMBED)
W' 2" 563). NA5HER-5 PROVIDE 1112"
EDGE 015TANGE FOR BOLT5
5IrfP5ON "5P2" AT EA. STUD AT EXTERIOR
KALL5 (1,15E 5PH4 AT INTERIOR BEARING I IALL5)
TOP OF 5LAB II
f 511
EXT" FRAME MALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ,ALL EXTERIOR FRAME .WALLS ONLY
UNLESS OTHERWI5E NOTED ON FLOOR PLAN
1(5 GEMENT
PLA5TER
PAPER BAGK LATH
BUILDING WRAP
(TYV'EK)
KALL 5HEATHING
PEEL AND 5TIGK
MEMBRANE
FLASHING
ALUMINUM KNDOW
FRAME 5ET IN DONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
5GALE: 2" - 1'-0"
ALUMINUM WINDOW
FRAME 5ET IN DONT,
BED OF SEALANT
PEEL AND 5TIGK
MEMBRANE
FLASHING
BUILDING WRAP
(TYV%
WALL 5HEATHING
PAPER BAGK
LAP)
T/5" GEMENIT
PLA,5TER
EXTERIOR WINDOW SILL
5GALE: 2" - 1'-0"
F1
ALUMINQ�1 WIND01^! �' 1 r' L1/5" GEMENT PLASTER
FRAME 5ET IN GDNT. lr
BED OF SEALANT - PAPER BAGK LATH
PEEL .AND 5TIGK i
MEMBRANE /` BUILDING VdRAP
FLASHINGJ % (TYVEK)
WALL 5HEATHIN6E-/
EXTERIOR WINDOW JAMB
5GALE: 2" - 1'-0"
r TYVEK OVER 'G'
PEEL AND 5TI'K
FLASHING AND
NINDOW FLANGE
TAPE OVER GUT
IN Tn/EK
G
r—
-------------- ------
I
TOP/BOT. RAIL5 FOR 50LID
zFOR #5 BAR DOWEL 5ET IN
NAILING OF 5TRAP
nu EPDXY ,ADHE5IV'E
�ONIT, 2x, VV
I
I
I
START B 5TRIP5 HERE
EDGE OF NINDOW
FLANGE �
I
I
I
TOP 0" CELL
I
5,':4k U1T AP ROt
f
4'61x21"H.
f
f
I
I
I
I
r APPLY PEEL AND 5TIGK
FLA5015 MEMBRANE IN
ORDER STAR T INC AT BOTTON
OF WINDOW AND
f O\/ERLAPPING A5 INDIGATED
IIII
�
I
f
I
f
I
I
i
f
NOTES:
25 MIN. LAP
--DRILLED HOLE TO BE
II
I OF REBARS
GLEANED PRIOR TO
i
DISPE4511\16 ADHESIVE�11
PEEL AND STICK DETAIL
BLOCK CELL DETAIL
PROVIDE SLID 20 BLKG. ETNA.
314" DIA. x 6" OF. HOLE
TOP/BOT. RAIL5 FOR 50LID
zFOR #5 BAR DOWEL 5ET IN
NAILING OF 5TRAP
nu EPDXY ,ADHE5IV'E
�ONIT, 2x, VV
/�
.� u
G-ROV-1 SOLID AT
t ' TOP OF BLK. WALL
TOP 0" CELL
�`fTl
GONG. FILLED REINF.
5,':4k U1T AP ROt
AGTUATED FA5TENER5- FLAGE
4'61x21"H.
I TOP GOUR5E PER
OP ENING IN K41-
I) TYP. WALL SEGTION
NOTES:
25 MIN. LAP
--DRILLED HOLE TO BE
II
I OF REBARS
GLEANED PRIOR TO
i
DISPE4511\16 ADHESIVE�11
30D0 P51
GONG. FILLED
--EPOX-,
---Pn� ADHESIVE TO
CELL 61;
HIC-�H 5TRENST1H TYPE
REBAR
--REBAR DO4^1EL MUST
BE CLEAN AND OIL FREE
I
TYP. NALL SECTION
i SAbdCUT I" N. OPNfG. IN
5:AW'UT AP OX.
I BALL FROM TOP TO
4'b ✓:<24'H
II BOTTOM FOR FULL HT.
OPENIi�o IN KALL
REBAR PLAGEiENT
TO BE REPORTED TO Ivf/I
INTO 'ELL -FILL EOLID
25' MIN. LAP
II WI GROUT
OF RE~BARS
TOP OF 5LA B
�
z Q3/4' DIA. x 5' DP. HOLE
m FOR 45 BAR DOb4EL 5ET IN
Lu EPDXY ADHESIVE
ADDED REIINF, FILLED
BLOCK CELL DETAIL
PROVIDE SLID 20 BLKG. ETNA.
�J
TOP/BOT. RAIL5 FOR 50LID
O
NAILING OF 5TRAP
GORE -FILL 500 FOAM INSULATION IN ALL
�ONIT, 2x, VV
PROVIDE 2x4 BLKG. BTWN. FLR
2-I2d FLAILS �a 1
TRU55- GONNEGT TO BLK. Wi (4)
51MF50N1 "1,f5TAM24" 5TRAP K/
0.145 DIA.0" L. POWDER
(5) 1/4'x2 I,/4` MASONRY 5UREI^5
AGTUATED FA5TENER5- FLAGE
TO BLOCK WALL ,AND ('1110d5LK3.
ALONG SIDE OF GABLE EMD
GOMMONl5 TO FLR. TRU55
-�
FLR. TRU55E5
:
JAb` 055 5HEATHING OVER GABLE END
s
TRU55-6011,NEGT W/ 5d MAILS AT 5" O.G.--5ET
i
FADE OF 5FIE\THING FLU -5,H IT BLK. BALL
_lzC.l�
0 1
(PROVIDE I/5" 5P,AGE BTI'I. PANELS) —�
Q
'
� uo cel L-
°
#5 VERT. BAR TIED INTO #5 BAR DOWEL
GONG. FILLED REINF.
TOP BLK. GGURSE PER
a
TYP. NALL SECTION
AND TOP COURSE REBAR AT EA, REINF.
MISSED FLOOR
TRUSS
TO BLK" WALL STRAP
PROVIDE (1) "M5TAM24" FOR EA. "NETA2011 5TRAP SPECIFIED
METAL OR VINYL TRIM
CONTROL / EXPAL510N JOINT
— WY' GEMENT PLA5TER
PAPER BAGK LATH
15' WIDE PEEL 8 5TIC•K
MEMBRANE OR #15 FELT
FLA5H1 N 6
BUILDING WRAP ( TYX,EK)
r I,IALL 5HEATFIIN6
DETAIL @CONTROL /
EXPANSION JOINT
5GALE: 3" = 1'-0"
50x1b GONG, 00GK0UT
25" MIN. LAP BLK. TOP GOUR5E - FILL
6U GONG. 145 BAR GON T1.
Ltj
45 REBAR K/ 5TD. HOOK Q
REINF. GONG. FILLED 11 -
GELL #5 VERT. REBAR --
25" N11N, LAP
1�7Il #5 REBAR W/ 5T -L. HOOK
BLOCK WALL HT. TRANSITION DETAIL
51MP50N1 'MTSMIb" 5TRAP 1^!/
(4) I!4"x2 1/4" TAPGON5 TO
BLOCK MALL AND (1)IOd
COMMONS TO TRU55 I ROOF TRU55
.1
z LL \ ' 1115TALL .ADD'L. 5TRAP
L o I DIAGONALLY FRONT EA.
-,I OTHER FOR OTHER
GONG. FILLED REINF. MEMBER TRUSS
TOP SLK. COURSE PER
TYR HALL SECTIOMI
MISSED ROOF TRUSS TO BLK, WALL STRAP
L15E (1) WSMIG STRAP FOR UPLIFT VALUES z3bO LBS. OR LE55
USE (2) MT5MIG 5I RAPS FOR UPLIFT VALUES I= LE35. OR LESS
UPLIFT VALUES OVER 1120 LBS. REQUIRE LETTER FROM ARCHITECT OR EN 31N1EER
1116" 055 SHEATHING
GABLE END OR
FLOOR Tn"
115" GEMENT
ON PAPER B
AIR INFILTRATION BP
(DE51GN 5TANDARD:
MID-6IALL
WEEP 5GREED
I/2"
PLAN
5'-0' MAX. 5PAAIN WJO 2x5 RIDGE
2x4 VERTICAL BLKG. , .2x�v VALLEY RAFTER5
L
(4)Ibd 2x4 COLLAR TIE IN
NAILS UPPER .,3RD OF ROOF HT.
_---__-_--- - - AT EVRY 3RD PAIR OF
IT512 RAFTERS
5TRAP 2x4 VERT. ,A T MiT512
5'-0" O.C. 'RAX. (ONLY , STRAP
AT 5PAN5 >Y
2x4 BLKG. AT \ ALLEY RAFTER
BRv. BT6GK TR055E5
ROOF TRU55 ROOF TRU55
BEL04'! RAFTER
HAND' VALLEY IFRMG, DETAIL
ALTERNATE VALLEY DETAIL FROM TRUSS EN aINEER M,AY BE
SUBSTITUTED PROVIDED DETAIL HA5 STATE OF FLORIDA
LICENSED 5TRUCTURAL ENGINEER STAMP
V VI lU Y%,LL
DETAIL @ BLOCK/ FRAME CONNECTION
SCALE: 3" = 1'-0"
PRE-EV'RED FLOUR
TRU55E5 AT 24" O,G.
CONNEGT EA. TRL55 BOT.
CHORD W/ (2)Ibd MIN.
GOMIMON5 TOE -NAILED TO
TDP PLATE
1/211 GYPSUM BD.
DBL. 2x TOP PLATE -�
R -II IN51,11-ATION AT ALL WALL5
ADJACENT TO NON -AIR CONDITIONED
5PAGE5
2x GDNT. MID-KALL BLKG. 4,1AL1_5
OVER b' H. --PROVIDE BLKG. AT 4'-0"
D.G. MAX.j
Ir'2" DRY6IALL
2x 505 9 b" O.G. #2
SPF OR BETTER
2x4 P.T. 51LL PLATE -
A1iAGH K/` (2) GONG. NAIL5 OR
(1) POWDER AGTUATED FA5TENER
,AT 24" O.G.
3 1/2" MIN. GONG. 5LAB (2500 P51) b1/
FBERM E15H 01 bxb 10/10 IQIM OVER
/AP -OR BARRIER
GLEAN GOMPAC•TED -
EARTH FILL -�/ O 01 0
THIGKENC 5LA5 FOOTING
PER
5LAB PLAN
T"I INT. BRG, WALL SECTION
2x4 LADDER FR`,15. RE:OV. AT
z
o
OVtZHANGS OVER 12"-GONNIEGT W
O
(2)124 TO TRU55 TOP GADRD
GORE -FILL 500 FOAM INSULATION IN ALL
�ONIT, 2x, VV
z
2-I2d FLAILS �a 1
1
2x4 OUTLOOKER5 AT 24" O.G. Kx'
: ;
(3)124 TOE -NAILED TO TR155 TOP
I u\
GHoD
°
:_5
ENERGY GALGULATION FOR RA'ALUE
JAb` 055 5HEATHING OVER GABLE END
s
TRU55-6011,NEGT W/ 5d MAILS AT 5" O.G.--5ET
II
u
FADE OF 5FIE\THING FLU -5,H IT BLK. BALL
_lzC.l�
0 1
(PROVIDE I/5" 5P,AGE BTI'I. PANELS) —�
Q
U5.P. "LPT:A" OR 51MiPEON 'LT.AI' 5TRAP-5EE
FRM6. PLAN FOR LOIGATIO1,5-5ET 5TRAP 2'
FROM FACE OF BLOGK ,AND PARALLEL TO
TRU55-FILL ALL HOLE -5 6U FLAILS _
51NF_-GIN "HETA20° AT
EA. TRL55 VERT. OR
24" O.G.-CONNECT 1,T
(14)I0d GOMMONI5 INTO
50LIP 20 BLKG.
CONT. 20 MIN. P.T. PLATE
DIA. A.B. OR 5,%8" EXP. BOLT bV 2"
50. RA5HER AT 48" O.G. MAX. OR
(2)POWER-DRIVEN NAIL5 (SIZE
EQUAL TO 10d COMMON) AT I6" O.G.
"HETA20" GABLE END
STRAP ALTERNATIVE
APPROVED SHINGLES
MANUF. f TYPE;
GERTAINTEED "LANDMARK 30 AR"
GERTAINTEED "LANDMARK 3011
FLASHING;
,ALL ROOF AND WALL FLA514I1\6 TO BE ALUMINUM OR
6ALV. METAL MATERIAL. GONNEGT 6V GALV. METAL
NAIL5 AT 24" O.G. MAX.
5' INCL.
I� T ROOF EDGE POOP O.H.
---
-- �
-I
I
T 01 0
f— — — — — - — — — —
2 i 01L RIDGE 2 —f
2�
I 1 �v��� ROOF
— J 4' ®lO EDGE
O �I ��C L i � I�
V 25' INCL.
ROOF O.H.
2 ZOM1EI - USE Sd NAILS @ 12" O.G. (FIELD,) 5" O.G. (EDGE)
2 %ONE 2 - USE 5d MAILS @ b" O.G. (FIELD/EDGE)
z ZONE 3 - USE -d NAIL5 @ 4" D.G. (FIELD/EDI
ROOF NAILING PATTERN
2x4 IIT" OR "L" 5TRONG-•BAGK AT GABLE
VERTICAL LONGER THAN 45" GONNEGT W
I2d RAIL5 AT 12" O.G.
- 5TRUGR RAL ROOF 5HEATHIN5 5EE
% ROOF NAILING PATTERN
2x4 STRON165AGK IF GABLE TRU5515
TALLER THAN 51-O"
2x4 DAG. "X"-BRAGIr16 K,' (3)12d NAIL5
AT E.A. 20 TO 2x4 JOINT
\BRACING SCHEDULE
> \ SPAN BRACING REDb.
GREATER THAN 20 FT. 10 (3) FAIR5 AT 1/4 P T5. ('1)
FT. TO 20 FT. LE55 THAN 10 PAIR AT MID -PT. ND
FT, BRACING REOt7.
2x4 BLKG. AT 45" O.G. FROM GABLE
END BAGK 5'-0" BTWN. TRU55
BOTTOM GHORD5
al �— GYP5rM GEILING
DI APHR41 NAILING
11
GABLE END
11 5x5xi6 GONG. 00C<OUT SLK. TOP IOd NAIL5 AT 5"
Ir -ROOF TRU55
11 GOUR5E - FILL 6L/ GONG. ,AND 145 O.G.
u 11
BAR GDNT.
FLAT CEILING GABLE END 51MP50rI 15T,AI2" : 2x4 DONT. BLKG.
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LATEST REVISION
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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
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1 1/2" DIAMETER DONT.
HANDRAIL
TYPICAL SECTION AT HANDRAIL
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APPROVED SHINGLES
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SHEATHING TO AGT .AS UPLIFT LOAD CONNECTOR
BETI,,EEN WALL STUDS .AND FLOOR TRU55E5
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
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1 1/2" DIAMETER DONT.
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TYPICAL SECTION AT HANDRAIL
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SECTION DIAMETER BTWN. 1 112" TOTAL STAIR RUN
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GRASPABILITY PERFORMANCE 2x0 BLOCKING BEHIND HANDRAIL I" N051N5 FLOORING
NOTE: PICKETS SHALL BE PLACED
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CONINECT PLYND. RISER TO
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TYPICAL STAIR SECTION
SCALE: N.T.5.
APPROVED SHINGLES
MANUF. /TYPE:
GERTAINTEED "LANDMARK 30 AR"
GERTAINTEED "LANDMARK 30"
FLASHING:
ALL ROOF .AND NALL FLA5HING TO BE ALUMINUM OR
'ALV. METAL MATERIAL. CONNECT W' G.ALV. METAL
NAIL5 AT 24" O.G. MAX.
DONT. 2xb TOP RAIL- CONNTEC
TO FLR. TRU55 6,Ll (0) d NAILS
EXT. SHEATHING NAILING PATTE
PROVIDE 0d NAILS AT 3" 0.(
(2) 801,15 AT 2xb TOP RAIL
(1) ROW AT 2x4 BOT. RAIL
CONT. 2x4 EOT. RAIL- GONNEG
TO FLR. TRUSS K/ (4,11bd NAILS
(2x4 P.T. IF IN CONTACT 4Nr' G0.0./
ALTERNATE FLR.
TRUSS END RAILS
5YF5d1`i BOARD 2x4 DIAPHP ,,M SLO(XI IG ? 24" O.G.
NAILER GO;N�N��OI AuR055 Int (2,? TRU55 BAYS
60NNCECT TO EA. 50TTOM GHORD W (4)
10d' NlAIL5
"HETA20' 5TRAP a 24'0.c,. PROVIDE 501_11)
2x4 BLOX0,16 BETu EEN T0i i POT. GHOR05
WERE 5TPAP DOE5 NOT ALI6 I HJ TP.U55
VERTICAL.
DETAIL @ FLOOR TRUSS
PARALLEL TO WALL
ROOF TRF -5E5 OR 2x RAFTEf
AT 24" O.G.- GONNEGT
VY (2)Ibd MIN. GOMMON5
TOE -NAILED TO TOP PLATE
SIMP50N "5P2" —
2:5TUDS AT
Ib' O.G.
PLR. TRU55E5 AT
24" O.G.
IN LIEU OF 2x4 BLKC. BTNN. RAILS
AS PART OF FLR. TRUSS END CONST.
O
2x4 5YP #2 5TUD5 §Ib' O.G.
co
a1'4" PLYWOOD
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FLOOR FRE-ENYD. FLOOR
• L
TRU55E5 9 24" O.G.
IiV MIN. STRL�-,TLRAL HALL
W
5HEATHING
TOP CHORD OF r POT. Gf ORD
=1—
F100R T�155 — OF FLOOR `
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60NNCECT TO EA. 50TTOM GHORD W (4)
10d' NlAIL5
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2x4 BLOX0,16 BETu EEN T0i i POT. GHOR05
WERE 5TPAP DOE5 NOT ALI6 I HJ TP.U55
VERTICAL.
DETAIL @ FLOOR TRUSS
PARALLEL TO WALL
ROOF TRF -5E5 OR 2x RAFTEf
AT 24" O.G.- GONNEGT
VY (2)Ibd MIN. GOMMON5
TOE -NAILED TO TOP PLATE
SIMP50N "5P2" —
2:5TUDS AT
Ib' O.G.
PLR. TRU55E5 AT
24" O.G.
ROOF AT
FOR RE.
RAAP L.A. I iEMLRER
REFER TO HEADER
SGNED. FOR SIZES
511 I :,'a01! I,' -3P
T Ib" O.G.
Al RO55 HDR. 5PAN!
5VIP50N 15T.A24"
5TRAP ;'.T
HDR. 5TUD TO BEAT i
2x4 OR 2x6 RIM BD. BTWN.
FLR. TRU55 -- OONNEGT TO
TPU55 W (4!Ibd NAIL5 (2,4)
(6]16d
NAILS (2xb)
2x4 P.T. RIM i BD. BTI, NK
FLR. TRUSS -- L•ONINIEGT
TO TRU55 !^U (4)Ibd NAILS
\ DBL. 2x4 50LID BLKC.
BELOW HCR. 5TUD5
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GONG. BLOCK EXT. IIALL "HETA20" STRAP AT 24" O.G. MAX. AT
FLR. TRU55 PERP. TO MALL OR
24" O.G. AT GABLE END TRU55
2-5TY. EXT, FRAME
HALL G0NNEGT0R DETAIL
NO STRUCTURAL MEMBER OR BLDG. 5ERVCE SHALL PENETRATE THE
FIRE RATED SHAFT !,TALL BETWEEN UNITS. ASPHALT SHIi\6LE5 ON
5TRUGTURAL 5HEATHIiNG
T -O" MIKEA'H 51DE OF CENTER LINE OF MALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED HOOD Ii AND PRE-ENGRED ROOF
ROOF 5HEATHIN5 TRUSSES AT 24" Of_
5HIN3LE5 (ATTACH W/ 'ALV. i iETAL ROOFING NAIL5 PER Q
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0
PRE-ENG'RED ROOF TRU55E5 AT 24" O.G.
,� !jililtli II
I-IURR. STRAP AT EA. TRU55 12
5EE ROOF PLAN PER � f E r ! f f
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112" GYPSUM BD. 5IN5LE 5x5xlb GONG.
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OVER FA5C IA FASTEN IN./ 5d NAILS AT 4" I O.G
10oREMAINDERAT 7" O.G.
FASCIA MATERIAL TO-)
BE ALUMINUM d �
OVER 2x4/2xb SUBFA5CI,A o
REFER TO SIIBD.
5PEGIFIGATION5
FOR FASCIA MATERIAL R-11 MIN. INSULATION -
REFER TO ENERGY GALGUL,ATION o
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FOR REQUIRED INSULATION R -VALUE
GONT..ALUM. o
VENTED SOFFIT 2x4 5YP 5-105 AT Ib" O.G. 19 5-1 Ir5" W.ALL5 -
2Xb SFF STUDS AT Ib' O.G. ,g KALL5 > 5'-1 116"H.
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-
SHEATFNNG--5EE DETAIL FOR /4"x 2-3/4" TAPCON5 AT 12" DONT. 2x4 PLATE O.G: 5T�1O�fERED
REOV. NAILING PATTERN -
3,x'4" T�G PL rNOOD FLOOR -NAILED B 314" FLY1100D `r
DONT. 2x4 TOP RAIL -CONNECT ' GLUED 11/5d NAIL5 AT 12" O.G. IN FIELD DECKING
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,1
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TRUSS MANUFACTURER f GEILING AREAS NO GREATER THAN 500 S.F.
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CONTINUOUS PV'C MID WALL F 24" O.G. ('Mµ, QOGKOUT BLK. COURSE
5T0000 1,gEEF 5GREED - FILL AND
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SIMPSON "HETA20" AT EA. TRU55 u4' -D" (5/0" TYPE "X" GYP. BD.
FILL ALL HOLES Y,V NAILS DIAPHRAM AREA @ GARAGE GEILING Il/
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EA. VERT. CHORD (24" O.G. MAXJo
It REMAINDER AT -i" O.G. in
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TOP COURSE -FILL Yd/ GONG. it \_FRE-EN16RED. PRECAST GONG. LINTEL a
it ABV. TYP. KN ,I..AND DOOR OPN55. o vo
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II �
II I/2" DRYWALL OVER Ix2 P.T. (MIN.)
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I GORE -FILL 500 FOAM INSULATION IN .ALL o
OPEN C'MU WALL GELL5 - REFER TO
_� II ENERGY GALGULATIONI FOR R -VALUE
II #5 VERT. BAR TIED INTO #5 BAR
I: EXTERIOR ERIOR PORTLAND I DOWEL ,AND TOP GOUR5E REBAR
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0" G.M.U. II GELL AS LOGAJED PER FLAN5
II
II PRECAST 1 IDW. 51LL - TYP. ,AT
1 5TD. WOW. OFNG.
z 0II
4" r 3 1/2" MIN, GONG. SLAB (2500 P51)
v II II l MIN. 4" FIBERME5H OR bxb IO/io WI11M
ull OVER VAPOR BARRIER
JLL —1
II
,1111511 GRADE n
GLEAN! -lOMPACITED
z EARTH FILL
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#5 BAR DOYNEL TIED TO MONOLITHIC SLAB EDGE
FTG. REB.AR AT EA.
REINF. FILLED GELL A5 20" FOOTING PER SLAB PLAN
LOCATED PER SLAB PLAN MIN.
TYP. EXT. 2 -STORY WALL SECTION
SCALE: I /2"= I '-O"
�l PROTIDE CONT. FIRE CAULK
OR FIRE I,001_ 9 ROOF
SHEATHING .AND RAKE BEAM
CONS iRLGTIONI JOIM
PTFE-CN�INLCRCD
ROOF TRU55-1-5
AT
R-30 li\1 ULATIONI
�—li2" GY FSLIh1 BD.
FOAM GORE FILL INSULATION IN ALL OPEN
GMU 6dALL GELL5 - REFER TO ENERGY
GALGULATION FOR R -VALUE
1/2" DRIliALL OVER DEL. Ix2 F.T.
AT 24" O.G. (MAX.)
5x,bxlb 2 HR. FIRE -RATED
6% WALL
#5 VERT. BAR TIED INTO #5 BAR
DOVEL AND TOP GOUR5E RESAR AT
EA. REINF. GONG. FILLED BLOCK
'ELL .AS LOCATED PER PLANS
3/4" T8G PLYWOOD FLOOR -RAILED 8
GLUED IT 0d NAIL5 AT 12" O.G. IN FIELD
— AND b" O.G. AT PANEL EDGES
PROVIDE DRAFT5TOPPIN5 TO SEPARATE
CEILING AREA5 NO GREATER THAN 500 5.F,
FRE-ENG'RED. FLR. TRU55E5 AT
24" O.G. (MAX) 5TA6GERED
BTWN. ,ADS. UNITS
I!2" GYPSUM BD,
GORE -FILL 500 FOAM INSULATION IN
ALL OPEN GMU 4,IALL GELL5
1/2" DRY NALL OVER DEL. Ix2 P.T.
(MIN.) AT 24" O.G. (MAX)
5x3xlb 2 HR. FIRE -RATED
GMU WALL
#5 \,ERT. BAR TIED INTO #5 BAR
DOI,EL AND TOP GOUR5E REBAR AT
EA. REINF. GONG. FILLED BLOCK
'ELL AS LOCATED PER PLANS
3 1/2" MIN. GONG. SLAB
(2500 P51111/ FIBERME5H
OR bxb 10/10 41104 ER
VAPOR BARRIER
GLEAN! GOMPAGTED
EARTH FILL
�- MONOLITHIC SLAB
FOOTING PER SLAB FLAN
2-0"
TYP. UNIT SEPARATION WALL 5EGT ON AT
ROCS TRU55 PARRELLEL TO FRAME WALL
5GALE: 1/2"=I' -O"
LATEST REVISION
DATE TO MASTER:
09-18-09
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FOR RE.
RAAP L.A. I iEMLRER
REFER TO HEADER
SGNED. FOR SIZES
511 I :,'a01! I,' -3P
T Ib" O.G.
Al RO55 HDR. 5PAN!
5VIP50N 15T.A24"
5TRAP ;'.T
HDR. 5TUD TO BEAT i
2x4 OR 2x6 RIM BD. BTWN.
FLR. TRU55 -- OONNEGT TO
TPU55 W (4!Ibd NAIL5 (2,4)
(6]16d
NAILS (2xb)
2x4 P.T. RIM i BD. BTI, NK
FLR. TRUSS -- L•ONINIEGT
TO TRU55 !^U (4)Ibd NAILS
\ DBL. 2x4 50LID BLKC.
BELOW HCR. 5TUD5
/ OF OPNG5. > 5-0"
GONG. BLOCK EXT. IIALL "HETA20" STRAP AT 24" O.G. MAX. AT
FLR. TRU55 PERP. TO MALL OR
24" O.G. AT GABLE END TRU55
2-5TY. EXT, FRAME
HALL G0NNEGT0R DETAIL
NO STRUCTURAL MEMBER OR BLDG. 5ERVCE SHALL PENETRATE THE
FIRE RATED SHAFT !,TALL BETWEEN UNITS. ASPHALT SHIi\6LE5 ON
5TRUGTURAL 5HEATHIiNG
T -O" MIKEA'H 51DE OF CENTER LINE OF MALL - (SEE ROOF NAILING PATTERN)
PROVIDE FIRE RETARDANT TREATED HOOD Ii AND PRE-ENGRED ROOF
ROOF 5HEATHIN5 TRUSSES AT 24" Of_
5HIN3LE5 (ATTACH W/ 'ALV. i iETAL ROOFING NAIL5 PER Q
M,ANUF. INSTALLATION DEETAIL5) OVER 15# FELT n RAKE TIE BEAM W (1) #5 GOVT.
s MAINTAIN 2" GLEAR.A%E
(2" 51DE LAP / 4" END LAP AND GAP NAILS w
c� TO REB,AR FROM TOP OF BEAM
AT 12" O.G.-EDGE, 24" O.G.-FIELD) ONj �
1/Ib" SPAN RATED 5TRU''TURAL SHEATHING o
(SEE ROOF NAILING PATTERN) AND ` R-30 IN51,11-A T ION
0
PRE-ENG'RED ROOF TRU55E5 AT 24" O.G.
,� !jililtli II
I-IURR. STRAP AT EA. TRU55 12
5EE ROOF PLAN PER � f E r ! f f
COMT. 2x4 DBL. FLATEY,L` ELEV.
71111,5015P2 AT C.A. STUD
I ,
r`
112" GYPSUM BD. 5IN5LE 5x5xlb GONG.
4'-O"
KNOCKOUT ELK, COURSE
DRIP CD 71_ -FILL 111' GONG. AND
%� 12' CIAPHRAM AREA o -U5 BAR CONlT.
OVER FA5C IA FASTEN IN./ 5d NAILS AT 4" I O.G
10oREMAINDERAT 7" O.G.
FASCIA MATERIAL TO-)
BE ALUMINUM d �
OVER 2x4/2xb SUBFA5CI,A o
REFER TO SIIBD.
5PEGIFIGATION5
FOR FASCIA MATERIAL R-11 MIN. INSULATION -
REFER TO ENERGY GALGUL,ATION o
f
FOR REQUIRED INSULATION R -VALUE
GONT..ALUM. o
VENTED SOFFIT 2x4 5YP 5-105 AT Ib" O.G. 19 5-1 Ir5" W.ALL5 -
2Xb SFF STUDS AT Ib' O.G. ,g KALL5 > 5'-1 116"H.
-'/8" iHK. GEMENT PL:AS T ER OVER�
Wlb" MIN. 5TRUGTURAL HALL 2xb DONT. P.T. H/0) ROWS OF Q
-
SHEATFNNG--5EE DETAIL FOR /4"x 2-3/4" TAPCON5 AT 12" DONT. 2x4 PLATE O.G: 5T�1O�fERED
REOV. NAILING PATTERN -
3,x'4" T�G PL rNOOD FLOOR -NAILED B 314" FLY1100D `r
DONT. 2x4 TOP RAIL -CONNECT ' GLUED 11/5d NAIL5 AT 12" O.G. IN FIELD DECKING
TO FLR. TRL155 I,V (4)Ibd NAILS AND b" O.G. AT PANEL EDGE5
,1
2X4 HOOD BLOCK EY i PROVIDE DRAFT5TOPPING TO SEPARATE
TRUSS MANUFACTURER f GEILING AREAS NO GREATER THAN 500 S.F.
71�
CONT. 2x4 PT BOTTOM RAIL-CONNEGT
TO FLR. TRUSS W,1' (4)lbd NAILS
P -ENG' TRU E5 DOUBLE vbxlb GONG.
CONTINUOUS PV'C MID WALL F 24" O.G. ('Mµ, QOGKOUT BLK. COURSE
5T0000 1,gEEF 5GREED - FILL AND
GONG. ,AND
I-#5 BAR GONlT.
I/2" G Y P5UM BD. Lu
SIMPSON "HETA20" AT EA. TRU55 u4' -D" (5/0" TYPE "X" GYP. BD.
FILL ALL HOLES Y,V NAILS DIAPHRAM AREA @ GARAGE GEILING Il/
(TRU55 PARRALLEL TO KALL-STRAP ATFASTEN K1 5d NAIL5 AT 4" O.G. LIVING AREA ABOVE)13
EA. VERT. CHORD (24" O.G. MAXJo
It REMAINDER AT -i" O.G. in
8xbxlb GONG. KNOGKOUT BLK. II
TOP COURSE -FILL Yd/ GONG. it \_FRE-EN16RED. PRECAST GONG. LINTEL a
it ABV. TYP. KN ,I..AND DOOR OPN55. o vo
AND I45 BAR CONT. II SEE PLANS FOR LOCATIONS AND TYPE5
II �
II I/2" DRYWALL OVER Ix2 P.T. (MIN.)
z ,AT 24" O.G. (MAX.)
0
Lu
11
I GORE -FILL 500 FOAM INSULATION IN .ALL o
OPEN C'MU WALL GELL5 - REFER TO
_� II ENERGY GALGULATIONI FOR R -VALUE
II #5 VERT. BAR TIED INTO #5 BAR
I: EXTERIOR ERIOR PORTLAND I DOWEL ,AND TOP GOUR5E REBAR
GEMENT PLASTER OVER AT EA. REINF. GON(S. FILLED BLOCK
0" G.M.U. II GELL AS LOGAJED PER FLAN5
II
II PRECAST 1 IDW. 51LL - TYP. ,AT
1 5TD. WOW. OFNG.
z 0II
4" r 3 1/2" MIN, GONG. SLAB (2500 P51)
v II II l MIN. 4" FIBERME5H OR bxb IO/io WI11M
ull OVER VAPOR BARRIER
JLL —1
II
,1111511 GRADE n
GLEAN! -lOMPACITED
z EARTH FILL
e .
#5 BAR DOYNEL TIED TO MONOLITHIC SLAB EDGE
FTG. REB.AR AT EA.
REINF. FILLED GELL A5 20" FOOTING PER SLAB PLAN
LOCATED PER SLAB PLAN MIN.
TYP. EXT. 2 -STORY WALL SECTION
SCALE: I /2"= I '-O"
�l PROTIDE CONT. FIRE CAULK
OR FIRE I,001_ 9 ROOF
SHEATHING .AND RAKE BEAM
CONS iRLGTIONI JOIM
PTFE-CN�INLCRCD
ROOF TRU55-1-5
AT
R-30 li\1 ULATIONI
�—li2" GY FSLIh1 BD.
FOAM GORE FILL INSULATION IN ALL OPEN
GMU 6dALL GELL5 - REFER TO ENERGY
GALGULATION FOR R -VALUE
1/2" DRIliALL OVER DEL. Ix2 F.T.
AT 24" O.G. (MAX.)
5x,bxlb 2 HR. FIRE -RATED
6% WALL
#5 VERT. BAR TIED INTO #5 BAR
DOVEL AND TOP GOUR5E RESAR AT
EA. REINF. GONG. FILLED BLOCK
'ELL .AS LOCATED PER PLANS
3/4" T8G PLYWOOD FLOOR -RAILED 8
GLUED IT 0d NAIL5 AT 12" O.G. IN FIELD
— AND b" O.G. AT PANEL EDGES
PROVIDE DRAFT5TOPPIN5 TO SEPARATE
CEILING AREA5 NO GREATER THAN 500 5.F,
FRE-ENG'RED. FLR. TRU55E5 AT
24" O.G. (MAX) 5TA6GERED
BTWN. ,ADS. UNITS
I!2" GYPSUM BD,
GORE -FILL 500 FOAM INSULATION IN
ALL OPEN GMU 4,IALL GELL5
1/2" DRY NALL OVER DEL. Ix2 P.T.
(MIN.) AT 24" O.G. (MAX)
5x3xlb 2 HR. FIRE -RATED
GMU WALL
#5 \,ERT. BAR TIED INTO #5 BAR
DOI,EL AND TOP GOUR5E REBAR AT
EA. REINF. GONG. FILLED BLOCK
'ELL AS LOCATED PER PLANS
3 1/2" MIN. GONG. SLAB
(2500 P51111/ FIBERME5H
OR bxb 10/10 41104 ER
VAPOR BARRIER
GLEAN! GOMPAGTED
EARTH FILL
�- MONOLITHIC SLAB
FOOTING PER SLAB FLAN
2-0"
TYP. UNIT SEPARATION WALL 5EGT ON AT
ROCS TRU55 PARRELLEL TO FRAME WALL
5GALE: 1/2"=I' -O"
LATEST REVISION
DATE TO MASTER:
09-18-09
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