HomeMy WebLinkAbout2748-2758 River Landing Dr (a)ABV.
ABOVE
A/C
AIR COMPRESSOR
ADJ.
ADJUSTABLE
AHU
AIR HANDLER
ALT
ALTERNATE
AMP.
AMPERAGE
BD.
BOARD
BLK
BLOCK
BLK'G.
BLOCKING
C.L.
CENTER LINE
CART.
CABINET
CLG.
CEILING
CLR.
CLEAR
CONC.
CONCRETE
CPT.
CARPET
C.T.
CERAMIC TILE
C.J.
CONTROL JOINT
CMU
CONCRETE MASONRY
N.I.C.
UNIT
D.
DRYER
DBL.
DOUBLE
DIA.
DIAMETER
DIM.
DIMENSION
DISP.
DISPOSAL
DP.
DEEP
DR.
DOOR
D.S.
DOWNSPOUT
DTL.
DETAIL
D.W.
DISHWASHER
EA.
EACH
ELEV.
ELEVATION
ENG'D.
ENGINEERED
EQ.
EQUAL
EXH.
EXHAUST
EXT.
EXTERIOR
F.G.
FIXED GLASS
FIN.
FINISH
FLR.
FLOOR
FLR'G
FLOORING
FLUOR.
FLUORESCENT
FR. DR.
FRENCH DOOR
FTG.
FOOTING
ABBREVIATIONS
GA.
GAUGE
G.F.I.
GROUND -FAULT CIRCUIT
R/S
INTERRUPTER
GL.
GLASS
GYP. BD.
GYPSUM BOARD
H.C.
HOLLOW CORE
HDR.
HEADER
HT.
HEIGHT
INSUL.
INSULATION
INT.
INTERIOR
LAM.
LAMINATED
LAV.
LAVATORY
LUM.
LUMINOUS
M.C.
MEDICINE CABINET
MFR.
MANUFACTURER
MIN.
MINIMUM
MTD.
MOUNTED
MTL.
METAL
N.I.C.
NOT IN CONTRACT
N.T.S.
NOT TO SCALE
O.C.
ON CENTER
P.L.
PROPERTY LINE
P.B.
PUSH BUTTON
PH.
PHONE
PLYWD.
PLYWOOD
PR.
PAIR
PT
PRESSURE TREATED
R.
RISER
RAD,
RADIUS
RIA
RETURN AIR GRILL
REF.
REFRIDGERATOR
REV.
REVERSE
a
M/1 HOME
O M/l HOMES SERVICE CORP;.
RM.
ROOM
R.O.
ROUGH OPENING
R/S
ROD AND SHELF
S.C.
SOLID CORE
S.D.
SMOKE DETECTOR
S.H.
SINGLE HUNG
SH
SHELF
SHTHG.
SHEATHING
SHWR.
SHOWER
SIM.
SIMILAR
SGD.
SLIDING GLASS
STD.
STANDARD
TEMP.
TEMPERED GLASS
THK.
THICK
T.O.C.
TOP OF CURB
T.O.P.
TOP OF PLATE
T.O.S.
TOP OF SLAB
TYP.
TYPICAL
U.N.O.
UNLESS NOTED OTHERWISE
VP.
VAPOR PROOF
W.
WASHER
W/
WITH
WD.
WOOD
WDW.
WINDOW
W/H
WATER HEATER
W.I.
WROUGHT IRON
W.P.
WEATHER PROOF
S
SUB
DIVISION: RIVERVIEW
LOT #: RV 143-148
MODEL: 6 UNIT TH -
AREA TAB
WINDOWS
CODE
DESCRIPTION
0016
SINGLE HUNG - BLOCK
0026
SINGLE HUNG - FRAME
0030
FIXED GLASS - FRAME
734
734
0021
SLIDING GLASS DOOR - BLOCK
834
4550
1 VMFLG
VERTICAL - BLOCK
1 VMFIN
VERTICAL - FRAME
889
DOORS
CODE
DESCRIPTION
7
SINGLE/DOUBLE INSWING/OUTSWING
(2068, 2468, 2668, 2868, 6068)
1635
8'xT GARAGE DOOR
1569
1635
DIVISION: RIVERVIEW
LOT #: RV 143-148
MODEL: 6 UNIT TH -
AREA TAB
UNIT
A
UBIT
UNIT
UCIT
UGIT
UAIT
TOTAL
1st STY. LIVING
834
734
734
680
734
834
4550
2nd STY, LIVING
946
901
901
889
901
946
5484
TOTAL LIVING
1780
1635
1635
1569
1635
1780
10034
ENTRY
40
51
51
84
51
40
317
GARAGE
238
230
230
236
230
238
1402.
LANAI
41
NA
NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1916
1889
1916
2099
11835
CODE SUMMARY
APPLICABLE CODES
1, FLORIDA BUILDING CODE 2007 - RESIDENTIAL 2007 & 2008 SUPPLEMENTS
2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACCESSIBILITY
3. NATIONAL ELECTRICAL CODE, NFPA 70, 2007 EDITION
4. FLORIDA FIRE PREVENTION CODE — 2007 EDITION
Sheet Number
BUILDING TYPE:
2 STORY TOWNHOUSE
0
Cover Sheet
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
Elevations
2
FIRE PROTECTION RATING REQUIREMENTS:
3
1st Floor Plan
4
REQUIRED
PROVIDED
1. PARTY AND FIRE WALLS
2 1IR.
2 HR.
2, INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEARING PARTITIONS0
9
0
4. COLUMNS
0
0
5. BEAMS, GIRDERS, INUSSES AND ARCHES
0
0
6. FLOOR CEILING CONSTRUCTION
2nd Framing Plan
14
7. ROOF CEILING CONSTRUCTION
0
0
8, EXTERIOR BEARING WALLS
Detail Sheet
D3
HORIZON IAL SEPARATION: (PARRALLEL WALLS
a
0 ft. to 6 ft 0 % OPENINGS
1 0%
N/A (OJ)
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
HORIZONTAL SEPARATION: (PARRALLEL WALLS
0 ft. to 6 ft 0 % OPENINGS
1 (07)
NSA 0%
OVER 6 ft
0
0
SHEET LIST
I
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 Plan
8
Foundation Plan
9
Plumbing
10
1st Block Plan
11
2nd Block Plan
12
1st Framing Plan
13
2nd Framing Plan
14
Separation Walls
D1
Detail Sheet
D2
Detail Sheet
D3
Detail Sheet
LATEST REVISION
DATE TO MASTER:
09-01-11
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CONSTRUCTION SHALL BE
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CWIFICAT! N!
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CWIFICAT! N!
0 of'
M/I ORLANDO
N
ELEVATION NOTES:
1. ALL RAISED AND SCORED BANDS SHALL BE SMOOTH SAND FINISH.
2. SCORED BAND REFERS TO FLUSFI (NOT RAISED) BAND. SCRIBE LINE AT
BAND WIDTH PER ELEVATION.
3. ALL RAISED BANDS SHALL BE FOAM OR STUCCO (PER PLAN).
4, CONTROL JOINTS SHOWN ADJACENT TO WINDOWS ON SIDE AND REAR
ELEVATIONS SHALL BE 6" FROM EDGE OF WINDOW JAMBS,
7/16° OSB SHEATHING -
GABLE END TRUSS
OR FRAME WALL-_-
7 8" CEMENT PLASTER
N PAPER BACK LATH--+ ,
—�- AIR INFILTRATION BARRIER
--� (DESIGN STANDARD: TYVEK)✓-
\' CV
MID -WALL
WEEP SCREED
FOAM SOFFIT
BRACKET #I 1/2" MIN. CEMENT—
PLASTER
B" CMU WALL
FOAM SOFFIT RACKETS) CONTROL JOINT DETAIL,,@ TOP OF BLOCK
1" = V-0"
MEAN ROOF HEIGHT _ — —
+23'-3"
TOP OF 2ND STY.
WALL PLATE
T18'-9-9 7/8" 1/ —
2nd STY. FIN FLR._
BUILDING TYPE:
2 STORY TOWNHOUSE
cci
`----
TOP OF IST STY.
— — BILK, WALL
t
+9,—T
* -
TOP OF SLAB
F0-0'1 —
(REF. ELEV.)
ENDS
SHINGLE ROOFING
PRINCETON
UNIT "B"
FOAM SOFFIT GABLE CORBEL
1/4" = 1'-0"
SHINGLE ROOFING
BAND AT,Jnww uniry - .
DOOR/WDW. STONE BEYOND FINISH
STONE
BAND AT
DOOR/WDW.
PROJ.
3/4°
MCETON
UNIT "B"
f1'-0" lip
KEYSTONE
1/4" = 1'-0"
BAND AT
DOOR/WDW.
TRENTON
UNIT "C"
BAND AF PROD. BEYOND
DOUR/WDW. STONE
UNIT "B"
SHINGLE ROOFINC
- v nnivw uniry -
BAND AF FINISH PROJ. BEYOND
DOOR/WDW. STONE
[ 2nd STY FIN, FLR.
-
--_J
FOP OF IST STY.
BLK. WALL — _
\� +9'=4'
\ FOAM SOFFIT
'--BRACKET- EQ.
FRONT ELEVATION -A-
1/4"
TOP OF SLAB
CODE SUMMARY
APPLICABLE CODES
I. FLORIDA BUILDING CODE 2007 - RESIDENTIAL 2007 & 2008 SUPPLEMENTS
2. FLORIDA BUILDING CODE 2004 - BUILDING; CHAPTER 13 - ACCESSIBILITY
3. NATIONAL ELECTRICAL CODE, NEPA 70, 2008 EDITION
4. FLORIDA FIRE PREVENTION CODE - 2007 EDITION
BUILDING TYPE:
2 STORY TOWNHOUSE
cci
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
�
4U
t
FIRE PROTECTION RATING REQUIREMENTS:
cz) 0
r
�
REQUIRED
PROVIDED
1. PARTY AND FIRE WALLS
2 HR.
2 HR.
2, INTERIOR BEARING WALLS
0
0
3. INFERIOR NON BEARING PARII HONS PER 705.1.2
0
0
4. COLUMNS
0
0
5, S,_URNRS, TRUSS S AND ARCHLS
0
0
6. FLOOR CEILING CONSTRUCTION
7. ROOF CEILING CONSTRUCTION
0
0
8. EXTERIOR BEARING WALLS
Z
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0
0 ft. to 6 ft 0 % OPENINGS
1 (0%)
N/A (0%)
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
E
HORIZONTAL SEPARATION: PARRALLEL WALLS)
0 ft. to 6 ft (0 % OPENINGS)
1 (O%)
N/A 0%
OVER 6 ft
0
0
LATEST REVISION
DATE TO MASTER:
09-01-11
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ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Mll
HOMES FOR CLARIFICATION!
1of14
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Mll
HOMES FOR CLARIFICATION!
1of14
M/l ORLANDO
224 DRYWA
SHE
NICHE.
DETAIL
UNITS "U" / "C"
r
1 st STY. FLOOR PLAN
1/4" � 1'-0" \ \
WDW. ROUGH
OPNG. NOTE
36718263
WIDTH x HEIGHT
(IN INCHES)
AREA TAB
UNIT
A
118
UNIT
UNIT
IT
UN
UT
A
TOTAL
1st STY. LIVING
834
734
734
680
734
834
4550
2nd STY. LIVING
946
901
901
889
901
946
5484
TOTAL LIVING
1780
1635
1635
1569
1635
1780
10034
ENTRY
40
51
51
84
51
40
317
GARAGE
238
230'
23O
236
230
238
1402
LANAI
41
NA
NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1916
1889
1916
2099
11335
LATEST REVISION
DATE TO MASTER:
09-01-11
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1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE .3 1/2" WIDE UNLESS OTHERWISE NOTED,
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED,
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPLNINGS DTWN. GROUTED FILLED CELLS ARE CONSIUERED SHEAR WALLS.
4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL
RAVITY LOADS ONLY, ALL UPLIFT LOADS ARE HANDLED BY QUICK—TIE INSTALLATION. SEE SHEET 11 FOR
ADD'L. INFORMATION
5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL — CONT. FROM FOOTING TO C,M,U. TOP COURSE
6. INDICAIES 8" CMU WALL. TOP OF 44 ABOVE TOP OF SLAB.
7. INDICATES 2—HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP
�Y 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 ELECTRICAL,PLUMBING 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, Al SHOWER CONTROL VALVE LOCATION.
12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING.
14. [TRLINE" — INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN,
00
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Mll
HOMES FOR CLARIFICATION!
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1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE .3 1/2" WIDE UNLESS OTHERWISE NOTED,
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED,
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPLNINGS DTWN. GROUTED FILLED CELLS ARE CONSIUERED SHEAR WALLS.
4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL
RAVITY LOADS ONLY, ALL UPLIFT LOADS ARE HANDLED BY QUICK—TIE INSTALLATION. SEE SHEET 11 FOR
ADD'L. INFORMATION
5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL — CONT. FROM FOOTING TO C,M,U. TOP COURSE
6. INDICAIES 8" CMU WALL. TOP OF 44 ABOVE TOP OF SLAB.
7. INDICATES 2—HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP
�Y 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 ELECTRICAL,PLUMBING 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, Al SHOWER CONTROL VALVE LOCATION.
12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING.
14. [TRLINE" — INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN,
00
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WQ�
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1 c:
-4
4-4w
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Mll
HOMES FOR CLARIFICATION!
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1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL ARE DRAWN AND DIMENSIONED TO BE .3 1/2" WIDE UNLESS OTHERWISE NOTED,
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHERWISE NOTED,
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPLNINGS DTWN. GROUTED FILLED CELLS ARE CONSIUERED SHEAR WALLS.
4. INDICATES FRAME BEARING WALL. WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL
RAVITY LOADS ONLY, ALL UPLIFT LOADS ARE HANDLED BY QUICK—TIE INSTALLATION. SEE SHEET 11 FOR
ADD'L. INFORMATION
5. INDICATES FILLED REINFORCED VERTICAL BLOCK CELL — CONT. FROM FOOTING TO C,M,U. TOP COURSE
6. INDICAIES 8" CMU WALL. TOP OF 44 ABOVE TOP OF SLAB.
7. INDICATES 2—HR. FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL CONTINUOUS FROM TOP
�Y 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 ELECTRICAL,PLUMBING 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, Al SHOWER CONTROL VALVE LOCATION.
12. INSTALL TEMPERED GLASS IN ALL SHOWER ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. - INDICATES WIND PRESSURE IN P.S.F. FOR WINDOW OPENING.
14. [TRLINE" — INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EXTINGUISHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOWN,
00
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r
M o
r
r
WQ�
W
1 c:
-4
4-4w
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO Mll
HOMES FOR CLARIFICATION!
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3 of 14�
M/I ORLANDO\
Lj -u 22'-6" 22'-6" 22'-6"
2'-10" 2'-10" 13'-4° 12 8" 13'-4" 2'-10" 4'4 14'-2"
36" KNEE WALL W/ 36" KNEE WALL W/ 36" KNEE WALL W/ 36" KNEE WALL W/
TEMP. GLS. ABOVE- 3040 3040 ICMP. GLS. ABOVE 504UIIR MP. 5040HR TEMP. GLS. ABOVE 3040 3040 TEMP. GLS. ABOVE 5040HR
ROOF DELUW PRE -FAB 48X32 TEMP. FIXED PRE -FAB 48X32 EGRESS EGRESS PRE -FAD 46X32 1EMP, TEMP.
FIXED FIXED FIXED FIXED PRE -FAB 48X32 EGRESS
SHOWER BASE- 385 385 -SHOWER BASE 37.7 51.7 SHOWER BASE- 38,5 38.5 -SHOWER BASE 37.7
14OHR
° I EGRESS
F 37.7
4' On -:IJ ��-0" \'-0\� 4'-0" 4'_0„� 5'-0"
TEMP TEMP TEMP TEMP 2668
r, n2668
GLS U GLS r �\68
GLS - o GLS I I 8'-0" CLG. HT.
"' �' 2668 II
I I MASTER
SI1J050 M. BATH 246 2468 MBAT 8'-0" CLG. HT 8'-0" CLG. IIT. I I 2M. BATH r 2468 r M" BATH CARPET
EGRESS
= - _ = MASTER MASTER
3-2" 2.. � '-31 2° 11'-111/2"
38.5 S-2" 2' CARPET
2" 3'-2" n CARPET
C\
.7 0 o dh a .-- �o
° °
.n
'-
n --------- � 911 -- ------------
J 8-O CLG. HT. �----------- "
MASTER - -J 1/2"
- 1-2 4'-8" 12-1 1/2" 12'-1 1/2" - 4'-8"
C RPEr 2x6- I, n ' =�
WALL 2 2468 2468 waiII-----------------------
I I 2468 WALL
I 3'-2" AC DUCT - n
2x6 CHASE IO 1ST
FF - �� 1666 u-,
WALL STY. n �`___________ = 5 LINEN SH 5 LINEN SH -_ ______=====J 2x
12'-1 1/2' - __ _ _-_____= 2668_ _ _
SH3050 5 LINENSH - _ _2668 I WA III
EGRESS S rr- - � -1 " 2' 6 -11 r- - -0" 8 L J L 7'-4"
J 2468
WALL F- 1' S' -o' I I 1 I I I I I
� CV N p
2x6 I II l I ®- - II I 1506 ON.(1�) ° DN (17) 506811 I IIE_° "2668 I I ry
\ WA L 2668 L _ _ JL =`-'� _ J RIS [J RISERS
_ = 2x6 I _
/2 WALL I I I I HANDRAIL -HANDRAIL r
2868 D 2668 13'-2" 8'_6., 2n 2n 8'-6' I .3'-2" II 6 1 a
6'-5.. 2n Ti2�,L
4.. 9'
36" KNEE WALL W/
3040 -TEMP. GLS. ABOVE 5040HR
TEMP. PRE FAD 48X32 EGRESS
FIXED SHOWER BASE 37,7
I
5' '
TEMP
GLS
BAT 2668 II
2468 8'-0" CLG. HL
3-2 MASTER
CARPET
°
J
- - 4'-6" 12'-1 1/2"
I I
2 �� 2468
Y WALL 3'-4"
II "�
L-- ------ -- 5 LINEN SH
" 2668
s°
)06R ON (17
H _ 1 RISERS
HANDRAIL
-tl I 1� u_: -- _:-_i - 42" KNEE\ LL
ROOF L _ 1 _ �I i 2'-6 2'-8" OPT. WALL =T HQFFN -
BELOW AHU 3,-2n 42"H. 2x4_ BELOW 42"H. 2x4 10'-10" LAV. 7'-0" - -
71:"BATH
° Q B� TH 2 WALL OPEN TO ° WALL BA H 2 ��
A DK IL - , o B-0 CLG. HL ° ® BA H 2 42"H WALLI ^' 2 - DEN ID - 266a 266E - = BATH 2 2668
-5 1/2" 5'-0" r'. ELO V 1 '-:S 1/2' _ - _ 2658 -
S-51/2"
-
- 4�-_-- ---_
L_�`-�� II
2668 LAI�"iU AHU 2668
d IR
4'1"H. 2x4
' RAILING ON j17_) 2668 2668 ° - - 4'-4 1 2 RA
I WALL RIStERSS - -- __________________ - ---- --- ------ _ 2668 2668 / 2650 T
- o
266811 HANDRAIL -N ii BELOW
2668 2668 - 5068 5068 5068 5068 246a AC 2668
T-7. � 7=v_v'_7n T -6n CHASE p�r 8 OoCLC. HIL
° °
-8jw
068 5068
FT
����ffff//// 7 °
LEXINGTON
UNIT "A"
PRINCETON
UNIT 111311
V -Iv
SED 3
CARPEI
SH3050
EGRESS
38.5 .
CARPET
2668 T _2668
/2', -6 1/
2668
3'-5 1/2" -
° 2668 2668
:=v
5068 5068
°
° o
0
10' 10"
V -IV
Iv -y
24" VOID
IV -11 17z
8'-0" CLG. HT,
PLACE DBL,
--DBL. WALL
10'-9"
°
BED 2
CARPET
BED
BED 2
SPACING
CLG. HT
BED 2
8'-0" CLG. HT.
BED
8'-0" CLG, HTF--,
BED 2---
CARPET
2nd STY. LIVING
8'-0" CLG. IIT.
6'-D" CLG. HT.
901
CARPET
901
946
CARPET
TOTAL LIVING
n
LXIEND
IIN
2
BED 3
1635
° CARPET
WALL 0
°
40
51
A
OVERHANG TO
IGN ABV. SOFFIT-
CAD
40
°
4X6 LVL POST BRC,
2.38
5040HR
4X6 LVL POST BRC,
2.36
2.30
°
y
_
ECRESS
37.7
0 BILK WALL BELOW
NA
EXTEND SHAFT °
0 BILK WALL BELOW
SHJ050
n
SH3050
EGRESS
4X6 LVL POST BRC, {XTCflD SHAFT
EGRESS
1889
1916
WALL INTO
38.5
5040HR
38.5
C'J
0 BLK WALL BELOW WALL INTO
-
BRG. WALL
°
\
OVERHANG TO
A IGN ABV. �OFFI\
LINE OF IST STORY
EXTERIOR WALL \
LINE OF IST SIORY
EXTERIOR WALL
ROOF BELOW
OVERHANG TO
DRG. WALL
-
°
37 7 -
r
6'-0 1/2,
5'-5"
11'-0 1 i
LEXINGTON
UNIT "A"
PRINCETON
UNIT 111311
V -Iv
SED 3
CARPEI
SH3050
EGRESS
38.5 .
CARPET
2668 T _2668
/2', -6 1/
2668
3'-5 1/2" -
° 2668 2668
:=v
5068 5068
°
° o
0
10' 10"
V -IV
Iv -y
24" VOID
IV -11 17z
0-51/2
PLACE DBL,
--DBL. WALL
10'-9"
STUD
VENT PIPE
BED
BED 2
SPACING
CLG. HT
BED 2
834
°
2nd STY. LIVING
8'-0" CLG. IIT.
6'-D" CLG. HT.
901
° 3
901
946
CARPET
TOTAL LIVING
n
1635
2
BED 3
1635
° CARPET
CARPET
ENTRY
40
51
51
84
CAD
40
°
4X6 LVL POST BRC,
2.38
230
4X6 LVL POST BRC,
2.36
2.30
2.38
1402
_
41
0 BILK WALL BELOW
NA
EXTEND SHAFT °
0 BILK WALL BELOW
41
n
TOTAL U.R.
°i'
4X6 LVL POST BRC, {XTCflD SHAFT
1916
1889
1916
WALL INTO
11835
5040HR
0 BLK WALL BELOW WALL INTO
BRG. WALL
°
OVERHANG TO
A IGN ABV. �OFFI\
EGRESS ROOF BELOW
OVERHANG TO
DRG. WALL
°
37 7 -
r
°
ALIGN ABV. SOFFIT
■
- - RE�s- -�
FtREt0
5040HR
EGRESS
-
DBEGRESS05�
38.5
SH3050
°
38.5
37.7
5040HR
i
EGRESS
EGRESS
37.7
I
°
ROOF BELOW
LINE OF 1ST STORY
ROOF BELOW
ROOF BELOW
EXTERIOR WALL
11'-51/2'
5,n 869 s 75/n
PRINCETON TRENTON PRINCETON
UNIT "B" "C`
UNIT "B"
ONE-HOUR RATED 7/16" FIRE RETARDANT SHEATHING
4' MINIMUM EA, SIDE OF SEPARATION WALL -
8" CMU WALL
REINF. FILLED CELL
2x6 P.T. V 2x6 P.T.
STUD- STUD
2X4 2x4
8'-8"
5'-3 1
6'-3"
36 KNEE WALL W/ _
3040 TEMP. GLS. ABOVE
TEMP, PRE -FAD 4BX32 ROOF DELO
FIXED
38.5 SHOWER BASE
r I
5040HR
EGRESS
3LI
I
w
I
° M. BATH
s6s I I ,r,
2468 SH3O50
_ = EGRESS
„ 3,-2" 38.5
8'-0" CLG. HT.
9' MASTER
WALL °
CARPET
D
2468
Y II
AC DUCT 3'-2"
ii CIIASE TO 1S1
U STY.
5 LINEN SH 11-I 1/1 SH3050
EGRESS
38.5
WAIT.
I �., 2x6
L�- IL _ _ J 266a WALL
- 2668
AH I � I ti'= l• J
ROOF �'
BELOW y.
WANRAI- - .BATH 2
':'U
1'- 1j' LO
ze
4211. 20
RNS ( R17� RAILING -J I I
I IAfdDRAIL � I 12668
2668 2668
5068 5068 -
w
I
8'-0" CLG. HT. 8'-0" CLG. HT.
BEDT2 BED 3CARPET
CARPE
SH3050 \
EGRESS
38.5
ROOF BELOW
6'-0 1/2" 11'-5 1
WASHER
PLUMB'CBOX
24" VOID
SFACK .
UNIT
PLACE DBL,
--DBL. WALL
STUD ADJ. TO
STUD
VENT PIPE
734
STUD
SPACING
SIUD - STUD v i vv vi nvuvv
;, ;a DETAIL @WASHER
ZI
4*4
7/8" EXT. PORTLAND CEMENT 1/2" x 8"L THREADED ROD W/ 1" RND, WASHER
PLASTER ON PAPER BACKED SET IN EPDXY FILLED 5/8" DIA. DRILLED &
EXPANDED METAL LATH ON T'NEK CLEANED HOLE (4" MIN. EMBED INTO CMU WALL)
BOLT INSTALLATION NOTES: 3" MIN. tucE oisraNCE
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
TYP, CMU TO FRAME WALL DETAIL AT SEPARATION WALL
SCALE: 3"=1'-0"
LEXINGTON
UNIT "A"
EGRESS \
EGRESS
38.5
LINE OF IST STORY
EXTERIOR WALL
5'-9 1/2"
2nd STY. FLOOR PLAN
WDW. ROUGH
OPNG. NOTE
36718x63
WIDTH z HEIGHT
(IN INCHES)
WALL LEGEND
1111mrm INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTEM HOLODOWNS FROM TOP OF IST
SIORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L.
INFORMATION
V777,7� INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM, PROVIDE STRAPPING PER DETAIL
#5 ON SHT. 12
® INDICAIES 2-I1R. FIRE SEPARATION WALL BIWN, UNITS. SEPARAIION WALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDL OF SECOND STORY
ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE
SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION
WALL DETAI$) FOR ADDITIONAL INFORMATION,
AREA TAB
SECOND STORY PLAN NOTES;
1. DRYER VENF BOX - VENT IHRU ROOF,
2. 24" W. WALL CAVITY, VOID OF STUDS, FOR
WASHER BUX AND STACK,
3. 12" W WALL CAVITY, VOID OF STUDS, FOR
SHOWER VALVE AND/OR HEAD.
4, HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED
GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS.
5, DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES
TO DE REPORTED TO M/I HOMES FOR CLARIFICATION.
ALL FRAME WALLS ARE DRAWN AND DIMENSIONED
TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED.
6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN
LINE TO EXTERIOR.
7, PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXIERIOR FRAME
WALLS FOR INSTALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER:
09-01-11
uj
7C:= i °-
0 O
w
U_
w
W
O
2
Q
UNIT
UNIT
UGIT
UNIT
OBIT
UNIT
TOTAL
1st STY. LIVING
834
734
734
680
734
834
4550
2nd STY. LIVING
946
901
901
889
901
946
5484
TOTAL LIVING
1780
1635
1635
1569
1635
1780
10034
ENTRY
40
51
51
84
51
40
317
GARAGE
2.38
230
230
2.36
2.30
2.38
1402
LANAI
41
NA
NA
NA
NA
41
82
TOTAL U.R.
2099
1916
1916
1889
1916
2099
11835
SECOND STORY PLAN NOTES;
1. DRYER VENF BOX - VENT IHRU ROOF,
2. 24" W. WALL CAVITY, VOID OF STUDS, FOR
WASHER BUX AND STACK,
3. 12" W WALL CAVITY, VOID OF STUDS, FOR
SHOWER VALVE AND/OR HEAD.
4, HARZARDOUS GLAZING LOCATION, INSTALL TEMPERED
GLASS IN ALL SHOWER ENCLOSURES AND/OR WINDOWS.
5, DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM
CALCULATED DIMENSIONS ONLY. ANY DISCREPENCIES
TO DE REPORTED TO M/I HOMES FOR CLARIFICATION.
ALL FRAME WALLS ARE DRAWN AND DIMENSIONED
TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED.
6. PROVIDE DRAIN PAN BELOW EACH WASHER. DRAIN
LINE TO EXTERIOR.
7, PROVIDE 2x4 AT 24" O.C. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXIERIOR FRAME
WALLS FOR INSTALLATION OF INSULATION.
LATEST REVISION
DATE TO MASTER:
09-01-11
uj
7C:= i °-
0 O
w
U_
w
W
O
2
Q
b
w
�= ZD
OW
J W
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M11
HOMES FOR CLARIFICATION!
4 of 14
M11 ORLANDI
c z --
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r
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w
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OW
J W
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M11
HOMES FOR CLARIFICATION!
4 of 14
M11 ORLANDI
c z --
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r
L.0 Q
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w
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OW
J W
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M11
HOMES FOR CLARIFICATION!
4 of 14
M11 ORLANDI
��`=-
��
r
I
ELECTRICAL LEGEND
STANDARD SWITCH
_Elp
3 WAY SWITCH
f�
4 WAY SWITCH
cn
DIMMER SWIICH
o
PUSH BUTTON
�o�w�y/ ,
DUPLEX OUTLET
GFI
G.F.I. DUPLEX OUTLET
WP/GFI
WATER PROOF/C.F.I. DUPLEX OUTLET
20
220 VOLT OUTLET
CILG
CEILING MOUNTED DUPLEX OUTLET
uc
UNDER COUNTER DUPLEX OUTLET
C:)
CLC. MOUNTED OUTLET FOR CAR DOOR OPENER
PRE -WIRED JUNCTION UOX
FAN
PRE -WIRED FAN JUNCTION BOX
T)-
CEILING MOUNTED LIGHT FIXTURE
-CT) VP
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
ATTIC P.C. LCT.
ATTIC PULL CHAIN
-LVkl
RECESSED LIGHT FIXTURE
FltllVP
RECESSED -VAPOR PROOF LIGHT FIXTURE
K=)
WALL MOUNTED LIGHT FIXTURE
�COLCT
COACH LIGHT (PRE -WIRE AS NOTED)
FLOOD LIGHT
O 1x4
1'x4' FLUORESCENT LIGHTING
0
2x4
2'x4' FLUORESCENT LIGHTING
FLUORESCENT STRIP
C S2
UNDER CABINET FLUORESCENT STRIP
-
WALL MOUNTED INCANDESENI STRIP
EF.
EXHAUST FAN
E. F.
LITE
EXHAUST FAN WITH LIGHT
@D
SMOKE & CARBON
MONOXIDE DETECTOR
S j
SPEAKER PRE -WIRE
o
ELECTRICAL PANEL
ILD,
A/C DISCONNECT
U7
ELECTRICAL MEIER
IV
TELEVISION OUTLET
CO
TELEPHONE JACK
f -m
NETWORK JACK
2nd STY. ELECTRICAL PLAN
1/41, = 11-01,
ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOWN IS SCHEMATIC. ELECTRICAL CONTRACTOR SHALL
VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET ALL APPLICABLE LOCAL,
STATE AND 2008 NEC.
2. ALL FAN, PHONE AND T.V. PREWIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED AT PRE -CON MTG.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTER(S) AND SHALL "TAMPER- RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED W/ BATTERY
BACK-UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN 10'-0" 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 PROTECTIVE POST, AS REQ'D.
LATEST REVISION
DATE TO MASTER:
09-01-11
w
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0 0
ui
W
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Lu
0
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
1_1�
7 of 14
M/I ORLANDO
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
1_1�
7 of 14
M/I ORLANDO
0
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
1_1�
7 of 14
M/I ORLANDO
0
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1
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N
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
1_1�
7 of 14
M/I ORLANDO
c FIPJ. FIN.
w
4„ GRADE4GRADE" 4"
O O O O 0,* O O
2-#5 BARS 3-#5 BARS
CONT. ON I'-10" CONT. ON
CHAIRS CHAIRS
1 TYP.1-STY. 2 TYP, 2 -STY.
SLAB EDGE SLAB EDGE
BRG. WALL
O O O
1'-8° 3- 5 BARS
CO T. ON
CHAIRS
_ 5 INT. FRAME BRG.
WALL FTG.
VERIFY w
DOOR M IUF. -�
SLOPE k 11 1
DRIVE
(3)- 5's CONT.
N CHAIRS 16°
6 SLAB EDGE FTG. AT
GARAGE DOOR OPNG.
CURB WIDTH AS
[AIED ON PLANS
VARIES VARA IES
y7 1/2" CURB
VARIES VARIES
LANAI SLAB =r = $5 BAR
OR ENTRY 4., a O — 3-#5 BARS Ar 24' O.C.
PAVERS CONT. ON -4-#5 BARS
3-#5 BARS Ir 1'-10" CHAIRS 2'-0" CONT, ON CHAIRS
CONT. ON
CHAIRS 3- RAISED CURB FTG. 3A RAISED CURB FTG.
AT GARAGE EXT. BTWN. GARAGE
Y WALLS INT. WALLS
SLOPE
O �
1 #5 CONT.
8"
PATIO/ENTRY
.qI AR Phnp
VARIES
o
5 CON I.
s INT, NON-BRG. SLAB
STEP ON FTG
c 4° - 3-5 BARS
CONT, ON
2'-0" CHAIRS
rQ� INT, BLK. WALL FTG. AT SLAB
STEP DN, BTWN. GARAGE &
ADJ. UNIT INTERIOR WALLS
5 BAR
4" a, AT 24° O.C,
—4-�5 BARS
2'-0" CONT. ON CHAIRS
9 TYPICAL
INT. SEPARATION
WALLS
BRG. WALL
z
Orr O O O 3-#5 BARS
CON r. ON
1. 8.. CHAIRS
4 INT. BRG. WALL FTG.
AT SLAB STEP DN.
TYPICAL EDGE
0 0 PIPING
PIPE (6" DIA. MAX.)
SLLEVE (DIA. LARGER IHAN PIPE)
TYP. PIPE THRU FTG.
DETAIL AS REQ'D.
8" CMU STEMM1110
WALL- #5 BAR DOWEL h10N0 S1EM
FIN. T EA, REINF. EXTEND STEM WALL FIG.
GRADE- FILLED CELL DEPTH OF REBAR 2'-1" INIO MONOLITHIC
MONOLIIHIC SLAB SLAB EDGE
EDGE TO MATCH
BOT, OF STEM WALL
FTG.
-1'-1 1/2" A.F.F.
—LIZ j. .
45 CONI. CONC.
w L 2'-0" FTG.
sw� STEM WALL DETAIL
V AT ENTRY
o n
L
SLAB PLAN
PAVERS ON
SOIL CEMENT/
SAND BASE -�
FIN.
_c
FIG, REBARsJ -° N� �o BRICK PAVER DETAIL
xx STEM WALL FTG. TO MONO v
SLAB EDGE TRANSITION
FOUNDATION NOTES;
1. 0 INDICAIES FILLED CELL W/ .3,000 PSI GROUT W/ 1-#5 REHAR
UNLESS NOTED OTHERWISE.
2. DO NOT SCALE PRINTS! CONSIRUCT FROM CALCULAIED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BC REPORTED TO M/I HOMES FOR
CLARIFICAHON.
3. REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUI T UNUER
SLAB LOCATIONS.
4. AC PADS TO BE 12" MIN. CLEARANCE FROM SLAB EDGE,
5. LO.F. = TOP OF FOOTING
LATEST REVISION
DATE TO MASTER:
09-01-11
U)
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r
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LIJ i
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0
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
8of14
M/l ORLANDO
LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 3000 PSI 0 28 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 W/ 1-p BAR IN "U" LINTELS IS ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R.
-INTEL SECTIONS:
8"H. PRECAST "U" LINTEL
ON TOP COURSE FILL
W/ CONIC.
°° 1•�":' (MIN. 6-1/22"" U BRG. ON ENDS) `�
81. RECESSED PRECAST ---�
"U" LINTEL -UNFILLED W/ 1- 5
1 (MIN. 6-1/2" DRG. ON ENDS) 1R
8"H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-5
FELT PAPER OR SCREEN -
a
0
- _ UNFILLED CMU COURSES) -
8"H, PRECAST 'U" LIN IEL-
UNFI1
(MIN. h" BRG,ONG.ON ENDS) 1_J
8"H. RECESSED PRECAST
"U" LINTEL -UNFILLED
(2 "Ll"
4" BRG. ON ENDS)
8"H. KNOCKOUT CMU TOP
CUURSL FILL W/ CONC. & 1-#5 -
- 811. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W/ CONIC. & 1-#5
(MIN. 6-1/2" BRG. ON ENDS)
811. RECESSED PRECAST ��----�
U" LINTEL -FILL W/ CONC. & 1-$S
(MIN. 6-1/2" DRG. ON ENDS) C3SR
8"H, KNOCKOUT CMU TOP
COURSE FILL W/ CONIC. &-
9. .
CMU COURSE(S) [ILL
g W/ CONC.
G 8"H. PRECAST OR PRESTRESSED
U" LINIEL-FILL W/ CONIC. & ]-�5
t (MIN. 6-1/2" BRG ON ENDS)
8"H. RECESSED PRECAST----.�
"U" LINTEL -FILL W/ CONC. & 115
(q (MIN. 6-1/2" URG, ON ENDS)
r . OUT CMTo
COURSE FI LCW/ CONCU & 1P b5
- ACI 1180' H00K
0 16" O.C.
✓: 8"H, PRECAST OR PRESTRESSED
LINIEL-HLL W/ CONC. & 1-#5
C� (MIN. 6-1/2° URG. ON ENDS)
4"H. CMU FILL W/ CONIC
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LATEST REVISION
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PRE-ENGINEERED ROOF
TRUSS OR CONV.
FRAMED RAF IER
SIMPSON "HE D120"
STRAP AT EA. TRUSS -
NAILS PER SCHEDULE
"HETA20" STRAP
NAILING SCHEDULE
UPLIFT 1 OF NAILS
VALUE REQUIRED
1810 (9)104 x 1-1/2';
1200 C lOd x. 1-1
800 (1 lOd x 1-1/2"
L CMU WALL
TYPICAL TRUSS TO
1 BLOCK WALL CONNECTION
12 6 UNLESS OIHLRWI5E NOIED ON THE PLAN
UPLIFT LOAD REQUIREMENTS OBTANELI FROM SEALED
ENGINEERING DRAWINGS FROM IRUSS MANUF.
FLOOR TRUSSES
AT 24" O.C. hdAX, 20 CON L RIM BOARD
AT TOP & BOC CHORD
CONNECT TO EA. FLR.
TRUSS W/ (4)164 NAILS
SETBACK FACE OF
RIM BOARD 12" FROM
CMU WALL FACE OF 'LOCK
2" MIN. DIMENSION�k SIMPSON "HETA20" ANCHOR
Af EA. FLOOR IRUSS -
TO SIRAP FROM FILL ALL NAIL HOLES
FACE OF BILK. WALL
TYPICAL FLR. TRUSS / BEAM
2 PERPENDICULAR TO CMU WALL
�12 1 IDI IGT QTDAD rnAlAIErTInAI
I UNLESS 01HERWISE NOTED ON THE PLAN
2 or 3 PLY 16" DP
FLAT i GONG. HLOCK
CIRDCR TRUSS WALL
^COPINECT HANGER TO
CMU WALL W/
(6) '1/4'x2-1/2" ',IMPSON "HIEN
HD
2 PLY-SIMPSON umm-2j
HANGER W/ (6) SDS- I/4'x2
1/2" SCREWS TO TRUSS /
(2435# MAX UPLIFT)
3 PLY-SIMPSON LCUM28-3
HANGER W/ (6) SDS- 1/4"x2
1/2" SCREWS f0 IRUSS
(3575 i1 MAX UPLIFT)
FLAT GIRDER TRUSS
H12TO CMU WALL
y WAKIr-M r0K1KIErTInAI
2x4 X -BRACING Al 2x4 BOX FRAME AT 48" O.C, MAX. '0!/ OSB
48" U.C. MAX. IN SHEATHING EA. SIDE (CONNECT TO 2x4 W/
16" DP. FLOOR FIRST (2) TRUSS BAYS - OR 8d NAILS AT 6" O.C,) AT FIRST (2) TRUSS
TRUSSES PER PLAN ^ CONNCCI FA. ENID BAYS -CONNECT EA. CORNER WI (2)1Od
/ \ W/ (2)104 foENAILS TCENAILS
1 16" DP. CABLE END FLR. TRUSS OR
16" DP. LAM. BEAM PER PLAN
SETBACK FACE OF HIM
BOARD 1 2" FROM FACE
GONG. BLOCK WALL' , ,� ALTERNATE
-''-PRO JIFF. �IMPSOF! "rIETA20" ANCHOR AT
24 O,C. MAX. - PROVIDE SOLID 2x4 BRACING BTWN.
0CESICF L�CFIIFRO,FA1`0 STRAP
HORDS OR NNIN(FI)S ALIT P! Ii oT. FLR, TRUSSES
HOLES
3 PERIMETER WALL DETAIL
12 TRUSSES PARRALLELTO WALL
CMU SEPARAI
WALL BTWN, UP
CONNECTOR VARIES -
PLAN FOR INFORMA
BP
T
— TYPICAL FLR. TRUSS / BEAM
4 PARALLEL TO CMU WALL
12
UPLIFT STRAP CONNECTION
° UNLESS OTHERWISE NOTED ON THE PLAN
SIMPSON 1STA12" OR QUICK -TIE "L.S12" FLAT STRAP
CONNECTING EA. 2ND STY. STUD TO TOP PLATE
CENTER STRAP ON BOT, OF TOP PLATE -�
END FLR. TRUSS
o
-►--�
%CABLE
OR LAM. BEAM PER PIAN
I-
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PARRAL I_EL TO INALI_
�W
SETBACK FACE OF
IRUSS OR BEAM i 2"
rnCE OF 31 CK
CMU WALL-
SIMPSON "HLIA20' ANCHOR
4' DIMENSION TD
AT 24" O.C. MAX. - P'ROQE
DBL, STRAP AT
EA. SIDE OF OPNO.
'OLID 2x4 VERT. BLKG. DTWN. TRUSS IOP
STRAP FROM FACE
Al, BOT. CHORDS FOR NAILING
OF HLK. WAI I
FILL ALL NAIL HOLES
— TYPICAL FLR. TRUSS / BEAM
4 PARALLEL TO CMU WALL
12
UPLIFT STRAP CONNECTION
° UNLESS OTHERWISE NOTED ON THE PLAN
SIMPSON 1STA12" OR QUICK -TIE "L.S12" FLAT STRAP
CONNECTING EA. 2ND STY. STUD TO TOP PLATE
CENTER STRAP ON BOT, OF TOP PLATE -�
�Ap1 IIII\LhL)LU I\VU
CONNECTING EA, 2ND STY, STUD TO GIRDER TRUSS OR TO POWALL-SET IN
EPDX'( FILLED HOLE
BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM 'PJ/ 5" MIP. EMBED
FII I ALL NAIL HOLES
s 2ND STY FRAME WALL TO GIRDER
12OR BEAM STRAP CONNECTION
16" DP, FLOUR
i IRl1S;E., 'JI/ MID
SPAN DRC. 411_1_
ALL NAIL RULES
CONC. % SIMPSON 'HETA20"
ELK. Al- EA. FLR: ROSS
WALL -' FILL ALL NAIL POLLS
"5 FLR, TRUSS TO CMU WALL
12 /
STRAP CONNECTION
MID SPAN BEARING CONDITION
:S PLY 16" DP,
FLAP GIRDER TRUSS
SIMPSON "LG13-SDS2,5" W/
(21}16d SINKERS 1`0 COLUMN &
(12) SUS 1/40x2 1/2"
SCRE'u'iS TO GIRDER
3.5x6" I Vl
COLUMN)
SIMPSON "HTT16" HOLDDOWN %
W/
SLA5 O
-SET IN EPDXY FILLED
HOLE W/ 5 MIN, EMBED
FILL All NAIL HOLES-`
GIRDER TRUSS TO
12 COLUMN TO SLAB CONNECTION
1 st STY. FRAM INGPIAL
LVL BEAM OR GINGER/,--SIMPSON T[116" HOLDDOWN 1/4" = 1'-0"
IRUS> _ N1 5/d" THREADED ROD TO
PER PLAN HLK. WALL -SET IN EPDXY FILLED
HOLE W/ 5" MIP. EMBED
j RLL ALL NAII- HOLES
CONC. BLOCK WALL—
BEAM/GIRDER TRUSS
6 TO CMU WALL
12--)QTQAD r0AIAIErT10A1
16" DP. FLAT CIRDER TRUSS
OR 16" UP. FLOOR TRUSS
PROVIDE 'AU. SHIMS AS .' �.• ;�
REQ'D, TO FILL CAP 8f1NN.- -
HANGER AND TRUSS
SIMPSCN "HU46" HANCLR W/
(6) 10d NAILS TO TRUSS
-CONC. BLOCK
WALL
CONNECT HANGER TO
CMU WALL W/
,(12) 1/4"x2 3/4" SIMPSON
11 EN' SCRE'hS
`10 � TRUSS TO CMU WALL
12 HANGER CONNECTION
13" DP, FLAI GIRDLR IRUSS
OR 16" DP. FLOOR TRUS
PROVIDL WD. SHIMS AS
REQ'D, TO FILL CAP B1WN.
HANGER AND TRUSS
SIMF'SON lIU26 OR HU26-2
HANGER W/ (6) 10d NAILS
TO TRUSS
-CONC. BLOCK
PJALL
CONNECT HANCLR TO
CMU 'NALL W/
(12) 1/4"x2 3/4" SIMPSONTITCH' SCREWS
TRUSS TO CMU WALL
,1z HANGER CONNECTION
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED WALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL IRUSS TO TRUSS CONNECTORS 10 BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES #2 SYP OR BETTER 2x4 DLKG. AT 48" O.C. BTWN, TRUSS BOT. CHORDS
W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT IST (4) TRUSS BAYS AT ALL
GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVANONS.
5. PROMDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING, BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR FRAME DEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AC UUCP RUN THRU FLOOR TRUSSES -MAXIMIZE OPENING AT CENTER OF SPAN
IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HL) W/ (10) 10d NAILS AT EA. VERT. STUD,
]].PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING,
12.A.LL GIRDERS SHOVI SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES,
DESIGN LOADS:
ROOF LOADS:
LIVE - 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.
DEAD - 15 PSF (T,C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
09-01-11
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. uJ
�Ap1 IIII\LhL)LU I\VU
CONNECTING EA, 2ND STY, STUD TO GIRDER TRUSS OR TO POWALL-SET IN
EPDX'( FILLED HOLE
BEAM. CENTER STRAP ON BOT. OF TRUSS OR BEAM 'PJ/ 5" MIP. EMBED
FII I ALL NAIL HOLES
s 2ND STY FRAME WALL TO GIRDER
12OR BEAM STRAP CONNECTION
16" DP, FLOUR
i IRl1S;E., 'JI/ MID
SPAN DRC. 411_1_
ALL NAIL RULES
CONC. % SIMPSON 'HETA20"
ELK. Al- EA. FLR: ROSS
WALL -' FILL ALL NAIL POLLS
"5 FLR, TRUSS TO CMU WALL
12 /
STRAP CONNECTION
MID SPAN BEARING CONDITION
:S PLY 16" DP,
FLAP GIRDER TRUSS
SIMPSON "LG13-SDS2,5" W/
(21}16d SINKERS 1`0 COLUMN &
(12) SUS 1/40x2 1/2"
SCRE'u'iS TO GIRDER
3.5x6" I Vl
COLUMN)
SIMPSON "HTT16" HOLDDOWN %
W/
SLA5 O
-SET IN EPDXY FILLED
HOLE W/ 5 MIN, EMBED
FILL All NAIL HOLES-`
GIRDER TRUSS TO
12 COLUMN TO SLAB CONNECTION
1 st STY. FRAM INGPIAL
LVL BEAM OR GINGER/,--SIMPSON T[116" HOLDDOWN 1/4" = 1'-0"
IRUS> _ N1 5/d" THREADED ROD TO
PER PLAN HLK. WALL -SET IN EPDXY FILLED
HOLE W/ 5" MIP. EMBED
j RLL ALL NAII- HOLES
CONC. BLOCK WALL—
BEAM/GIRDER TRUSS
6 TO CMU WALL
12--)QTQAD r0AIAIErT10A1
16" DP. FLAT CIRDER TRUSS
OR 16" UP. FLOOR TRUSS
PROVIDE 'AU. SHIMS AS .' �.• ;�
REQ'D, TO FILL CAP 8f1NN.- -
HANGER AND TRUSS
SIMPSCN "HU46" HANCLR W/
(6) 10d NAILS TO TRUSS
-CONC. BLOCK
WALL
CONNECT HANGER TO
CMU WALL W/
,(12) 1/4"x2 3/4" SIMPSON
11 EN' SCRE'hS
`10 � TRUSS TO CMU WALL
12 HANGER CONNECTION
13" DP, FLAI GIRDLR IRUSS
OR 16" DP. FLOOR TRUS
PROVIDL WD. SHIMS AS
REQ'D, TO FILL CAP B1WN.
HANGER AND TRUSS
SIMF'SON lIU26 OR HU26-2
HANGER W/ (6) 10d NAILS
TO TRUSS
-CONC. BLOCK
PJALL
CONNECT HANCLR TO
CMU 'NALL W/
(12) 1/4"x2 3/4" SIMPSONTITCH' SCREWS
TRUSS TO CMU WALL
,1z HANGER CONNECTION
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED WALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL IRUSS TO TRUSS CONNECTORS 10 BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES #2 SYP OR BETTER 2x4 DLKG. AT 48" O.C. BTWN, TRUSS BOT. CHORDS
W/ (2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT IST (4) TRUSS BAYS AT ALL
GABLE ENDS UNLESS OTHERWISE SHOWN ON THE PLAN)
4. ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVANONS.
5. PROMDE MIN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS BEARING, BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRG. WALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY)
6. ALL INTERIOR FRAME DEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D.)
7. FLOOR TRUSS TOP CHORD BEARING CONDITION ON 13" DP. GIRDER TRUSS OR BEAM.
8. 1ST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AC UUCP RUN THRU FLOOR TRUSSES -MAXIMIZE OPENING AT CENTER OF SPAN
IO.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HL) W/ (10) 10d NAILS AT EA. VERT. STUD,
]].PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING,
12.A.LL GIRDERS SHOVI SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES,
DESIGN LOADS:
ROOF LOADS:
LIVE - 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.
DEAD - 15 PSF (T,C. - 10 PSF.), (B.C. 5 PSF.)
LATEST REVISION
DATE TO MASTER:
09-01-11
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TO DE REPORTED TO Mil
HOMES FOR CLARIFICATION!
12 of 14
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ONLY, ANY DISCREPENCIES
TO DE REPORTED TO Mil
HOMES FOR CLARIFICATION!
12 of 14
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ONLY, ANY DISCREPENCIES
TO DE REPORTED TO Mil
HOMES FOR CLARIFICATION!
12 of 14
M/I ORLANDO
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
WOOD ROOF SHEATHING- WOOD ROOF SHEATHING-
DOUBLE K.O. BLOCKS
W/ (1) #5 O EA. COURSE
(8) 3/8" x 4" HIEN HO
(8) 1/4" x 2 1/1"SDS SCREWS
P GIRDFR
51,100 LGUM410 HANGER
13 � #7 GIRDER TRUSS
_. CONNECTION DETAIL
9MPSON "11-10" HE AT EA, TRUSS—
FILL ALL HOLES WITH 8d x 1 1/1" NAILS
1 H-10" STRAP FOR UPLIFTS UP TO 850 LBS.
2 "M TS12" '..iIRAh'S FOR (IFLIFFS U (WN. MO AND 1/20 LHS.
ADD'L. STRAP 10 HE
INSTALLED ON OPPOSITE
SIDE OF TRUSS
`—PRE-ENGINEERED ROOF
1RUS:; OR CONV.
FRAMED RAFTER
CONT. DHL. —FRAME HEARING WALL,
2x TOP PLATE BEAM, OR GIRDER TRUSS
TYPICAL TRUSS TO FRAME WALL,
BEAM, OR FLAT GIRDER TRUSS
UPLIFT STRAP CONNECTION
' UNLESS OTIERIMSE NOTED ON THE PLAN
' SEE TYPICAL WALL SECTION FOR PLATE TO STUD CONNECTION
UPLIFT LOAD REQUIREMENTS OBTAINED FROM SEALED
ENGINEERING DRAWINGS FROM TRU'oS MANUF,
Roof Girder Connector Schedule
OO
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Max.
Max.
�c-
Plan
Q W To
ConnectorUplift
E
Gravi
O Q
Mark
Mand.
Model No.
Qty
Load
Load
Fasteners / Remarks
1
SIMPSON
MT812
2
1720
Q
(14) 1 E x 1-1/2" EA.
2
SIMPSON
LGT2
1
1785
(14) 16d SINKERS AT WALL _
Fy
SIMPSON
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
(16) 164SINKERS AT GIRDER
3
MGT
1
3330
(1) 5/8" DIAM. BOLT & (22)-10d
1/4" 2 1/2" SDS SCREWS
HDU4
1
3600
(10) - x
4
SIMPSON
HU28
1
575
2450
�8L TITEN 1/4" x 2 3/4" TO CMU
4 1 O x 1 1/2" TO TRUSS
5
SIMPSON
HU28-2
1
1085
4350
� 21- TITEN 1/4" x 2 3/4" TO_CM_U
6 1 Od TO TRUSS
6
SIMPSON
HU410
1
1810
5085
8-TITEN 1/4" x 2 3/4" TO_CM_U
10 10d TO TRUSS
7
SIMPSON
LGUM410
1
3575
9620
TITEN HD 3/8" x 4" TO CMU
_
A8�
(8) 1/4" x 2 1/2" SDS SCREWS
8
SIMPSON
HTT16
1
3480
1) 5/8" DIAM. BOLT TO CMU _
OR
-----
—_
___
(1J16dTOSTUD _
MSTCM40
3300
(8Z: TITEN 1/4" x 2 3/4" TO CMU _
1
22 16d SINKERS TO STUD
�_.
2nd STY. FRAMING PLAN -A
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 MANUFACTURER.
3. ® INDICATES #2 OR BETTER 2x4 BLK'G. AT 48" O.C. BTNN. TRUSS BOT. CHORDS W/
(2)-16d COMMONS TOE -NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AI ALL GABLE ENUS
UNLESS OTHERWISE SHOWN ON THE PLAN)
4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-I0d TOE -NAILED COMMONS Al EA. 1RU5S 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 UPLIFI CONNECIORS REQ'D.)
7. FLOOR TRUSS WITH TOP CHORD BEARING CONDITION ON GIRDER TRUSS OR BEAM.
8. IST STY, OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THIRD FLOOR TRUSSES - MAXIMIZE OPENING AT CENTER OF.SPAN
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W/ (10) 10d NAILS ATEA. VERT.'STUD.
11, PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12. SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 0 GIRDERS
13, PROVIDE MIN. 2 STUDS W GIRDER TRUSS LOCATIONS.
DESIGN LOADS;
ROOF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF. (LC. - 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.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSG)
LATEST REVISION
DATE TO MASTER:
09-01-11
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TO BE REPORTED TO M11
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M/I ORLANDO
I
11
FLORIDA
PRODUCT APPROVAL SCHEDULE
MAX.
HT.
CATEGORY
GO
SUB -GATE RY
MANUFACTURER
I
DESCRIPTION
DESCR
srareoF
FLORIDAPRODUCT
APPROVAL
NUMBER
STRUCTURAL
CONNECTOR
SIMPSON STRONG -TIE CO.
H SERIES HURRICANE TIES
FL474
COMPONENT
CCNNLCTOR
51MP5011 STRONG -ITE Co.
L 5LRUS ANGLE CLIPS
FL474
MAX.
CONNECTOR
SIMPSON STRONG -TIE CO.
"Ab' SERIES POST BASES
FL474
10d x 3"T,,
CONNECTOR
-
SIMPSGN STRONG -TIE CO.
ABU SERIES POST BASES
S
FL474
MIN. 2 1/2" WIDE BUCK-
CONNCCIOR
SIMPSGN SIRGNG-IIE CO.F
"PC" SERIES POST CAPS
7
T,4 4
10d x 31.
CONNECTOR
SIMPSGN STRONG -TIE CO.
"EPC" SERICS POST CAPS
FL474
THICKNESS - CONNECT W/
CONNECTOR
SIMPSON STRONG -TIE CO.
"HUC' SERIES HANGERS
FL1218
OPNG, OPNG.
CONNECTOR
SIMPSON STRONG -TIE CO.
"HUS' SERIES HANGERS
FL474
A A
CONNECTOR
SIMPSON STRONG -TIE CO.
"HHUSC" SERIES HANGERS
FL474
WITH 1/2" DIAM, THRU-BOLTS AT 16" O.C. VERTICALLY WHIT
CONNECTOR
SIMPSON STRONG -TIE CO.
"LUS" SERIES HANGERS
FL474
OPNG.
CONNECTOR -
SIMPSON STRONG -TIC CO.
L51A SERIES FLAT STRAP TIES
FL19U1
CONNECTOR
SIMPSON STRUNG -TIE CO.
MTS SERIES TWIST STRAPS
FL474
U)
CONNECTOR
SIMPSON STRONG -TIE CO.
"MTSM° SERIES TMST STRAPS
FL1423
WI MULL BTWN. U
CONNECTOR
SIMPSON STRONG -TIE CO.
SP 5ERIE STUD PLATE TIES
FL474
WDW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS
CONNECTOR
SIMPSON STRUNG -TIE CO.
SPH 5CRICS STUD PLATE TIES
FL538
UP TO 40" A
CCNNECTOR
SIMPSON STRONG -TIE CO.
"LIP" SERIES PLATE TIES
FL474
40.01" TO 60" D , E
CONNLCIUIN
SIMPSON SIRUNG-HE CO.
'LIA" ''SERIES TRUSS ANCHORS
FL1423
CONNECTOR
SIMPSON STRONG -TIE CO.
"HETA" SERIES TRUSS ANCHORS
FL1901
CONNECTOR
SIMPSON STRUNG -TIE CO.
"IIOT" SCRILS GIRDER HEDOWNS
FL474
CONNCCIUR
SIMPSON SIRGNG-IIE CO.
MGT SERIES GIRDER TILDOWNS
FLI423
CONNECTOR
SIMPSON STRONG -TIE CO.
LGT' SERIES GIRDER TIEDOWTIS
FL1423
CONNECTOR
SIMP5011 STRONG -TIE CO.
"HTT" SERIES TEN510N IILS
FL503
CONNCCIUR
SIMPSGN SIRUNG-IIE CO.
HU SERIES HOLDDOWN ANCHORS
FL503
CONNECTOR
SIMPSON STRONG -TIE CO.
"PHD SERIES HOLDDOWN ANCHORS
FL503
CONNECTOR
UNTIED STEEL PRODUCTS
LPTA 5LRIL5 TRUSS ANCIIORS
FL659
CONCRETE LINTEL
LOTT CONCRETE PRODUCTS
PRECAST LINTEL E SECIONS
FL1441
CUNCREIE UNIEL
WEKIWA CONCRETE PRODUCTS
PRECAST LINTEL BEAM SECIONS
F-1418
ENGINEERED WOOD
TRUSS -JOIST
LAMINATE DCAMS & COLUMNS
FL1630
ENGINEERED WOOD
GEORGIA PACIFIC
LAMINATE BEAMS & COLUMNS
FL2023-RI
ENGINEERED WOOD
BOISE CASCADE
LAMINATE BEAMS & COLUMNS
FL1641-RI
ROOFING
I ASPHALT SHINGLES
CERTAINTEED
FIUERGLASS LAMINATED SHINGLES
FL5444
ROOF TILE
MONIER
CONCRETE ROOF TILE
FL560-RI
ROOF TILE
HANSON
CONCRETE ROOF TILE
FL3505-RI
ROOF TILE
HANSON
CONCRETE ROOF TILE
FL.5506-RI
SOFFIT
ALUMINUM SOFFIT
VENTED ALUM SOFFITS
EXTERIOR
ENDING
FLORIDA EXTRUDER - MILESTONE
ALUM. SLIDING GLASS DOORS
FL45-92
DOORS
SLIDING
51MONTON
ALUM. SLIUING GLASS DOORS
FL5350
SWINGING
MASONITE
FIBERGLASS ENTRY DOOR
FL4668
SWINGING
MASONITE
FIBERGALSS PANEL DOORS
FL4668
SWINGING
MASONITE
FIBERGLASS FRENCH DOORS
FL4668
SECTIONAL
CLOPAY BUILDING PRODUCIS CO.
RESIDENTIAL SECTIONAL GARAGE DOOR
H -3026 -RI
WINDOWS
SINGLE HUNG
FLORIDA EXTRUDER - MILLSTONE
ALUMINUM SINGLIE HUNG WNDUW
774=
HORIZONTAL SODER
FLORIDA EXTRUDER - MILESTONE
ALUMINUM HORIZONTAL SLIDING WINDOW
FL43R2
FIXED
FLORIDA EXTRUDER -' MILE5TONL
ALUMINUM FIXED GLASS WINDOW
FL44R2
MULLIONS
FLORIDA. EXTRUDER - MILESTONE
ALUMINUM EXTRUSION
H.3136 -RI
XED GLASS BLOCK
PITTSBURG CORNING CORP.
CLASS UNIT MASONRY INSTALL W MORTAR
FL1363
SINGLE HUNG
SIMONTON WINDOWS
ALUMINUM 'SINGLE HUNG WINDOW
FL5459
HORIZONTAL SUDER
SIMONTON WINUOWS
ALUMINUM HORIZONAL SLIDING WINDOW
FL5456
FIXED
SIMONTON W1NUOWS
ALUMINUM FIXED GLASS WINDOW
FL5460
KIIIIIIJ
O
r
r
HEIGHTS OF #2 STUDS
EXTERIOR FRAME WALLS ONLY - EXPOSURE C
STUD SIZE, MA.,
AND O,C, SPACING
MAX.
HT.
STUD SIZE, MAIL., MAX.
AND O.C. SPACING HT.
2x4 SPF AT 16" O.C.
C-6"
2x6 SPF AT 16" O.C. 10'-0"
20 SPF AT 12" O.C.
1'4'
2x6 SPF AT 12" O.C. 11'-6"
2X4 SYP AT 16" O.C.
9'-0"
2x6 SYP AT 16" O.C. 1.3'-6"
2x4 SYP AT 12" O.C.
10'-4"
2x6 SYP AT 12" D.C. 15'-0"
-- FOR INTERIOR BEARING WALLS:
2x4 SPF AT 16" O.C. - MAX. WALL HT. 11'-1" O.C.
2x4 SPF AT 12" O.C. - MAX. WALL ITT, 12'-3" O.C.
2x6 SPF AT 16" O.C. - MAX. WALL HT. 17'-9" O,C.
-- FOR ALL FRAME BEARING WALLS OVER 10' HIGH, PROVIDE
SOLID 2x BLOCKING AT 4'-0" O.C: MAXIMUM
1. LOCATIONS PER INDIVIDUAL WDW, OPNG DIMENSION NOI MULLED WDW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN, TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXIERIOR WD. HDR.
SHEATHING S1j`) LAYER
S0037/16" O�D . OR
CONNECT W/ (2S8d NAILS AT
16 D.G.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SITEATHING�
•
`2x CRIPPLE STUDS AT 16"
O.C. BTWN. SILL PLATE &
BOT. PLATE OR HDR. &
�]IDR. PLATE
-2x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH WDW. DOOR PER
MANUF. SPEC ]CATIONS
SILL/ JAMB / HEAD
FRAME WALL OPNG..
WDW./DOOR DETAILS
- GROUT BLOCK SOLID AS
SHOWN - EXTEND CHOUi
CONTINUOUS TO THE NEAREST
REINFORCED CELLS BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANG (FILL TO
BOTTOM OF WINDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
TAPCON INSTALLATION ANCHOR CHART
FOR
BLOCK CPNGS. W/ BUCKS 1 1/2"
THICK OR GREATER
WIDTH
WIDTH WIDTH
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
WIDTH
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
24 O.C.
D F E F D D E D D E D
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL UE 1".
- 8
$ OF NAILS
NUMBER OF PLYS
_�•
MAX.
MAX.
A _ 8.. A
8„ A
(1)
10d x 3"T,,
C MAX. C
AX. C
_-
O.C, MAX. W/ 2' SQ. WASHERS
MIN. 2 1/2" WIDE BUCK-
LINIEL ABV. OPNG.
BOLT 016" O.C.
26
(2)
10d x 31.
10d x 31,
10d X 31. OR
1/2" DIAM.UOLT
= C WDW. C
WDW. = WDW. C s
THICKNESS - CONNECT W/
CAULK BTWN,
0 16" O,C.
2x8
OPNC.
OPNG, OPNG.
10d x 31
10d X 31. OR
1/2" DIA. BOLT
5GD OR
LU _
A A
A
0 16" O.C.
J_
EXT. DOOR
WITH 1/2" DIAM, THRU-BOLTS AT 16" O.C. VERTICALLY WHIT
SILL / MULL
SILL /MULL
w
=
J :Tz
OPNG.
SINGLE WDW, OR
MULTIPLE SIDE
D
w
STACKED WDW,
BY SIDE WDWS.
U)
DO NOT SCALE PRIN LS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
W/ MULL BTWN. U
WI MULL BTWN. U
D1
M/I ORLANDO
WDW. OPNG. LOCATIONS WDW. OPNG. LOCATIONS
HEIGHT IN HEAD C1)
WIDTH IN HEAD CU
EXTERIOR DOOR
UP TO 40" A
UP TO 40" D
OPENINGS 0
40.01" TO 60" A , B
40.01" TO 60" D , E
60.01" TO 80" A , C 60.01" TO 80" D , F
80.01" TO 100" A , B , C 80.01" TO 100" 1 D , E , F
1. LOCATIONS PER INDIVIDUAL WDW, OPNG DIMENSION NOI MULLED WDW. OPNG. DIMENSION
2. MAXIMUM ALLOWABLE SPACING BTWN, TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLATE OR
EXIERIOR WD. HDR.
SHEATHING S1j`) LAYER
S0037/16" O�D . OR
CONNECT W/ (2S8d NAILS AT
16 D.G.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SITEATHING�
•
`2x CRIPPLE STUDS AT 16"
O.C. BTWN. SILL PLATE &
BOT. PLATE OR HDR. &
�]IDR. PLATE
-2x HDR. OR SILL PLATE
OR HDR. JACK
ATTACH WDW. DOOR PER
MANUF. SPEC ]CATIONS
SILL/ JAMB / HEAD
FRAME WALL OPNG..
WDW./DOOR DETAILS
- GROUT BLOCK SOLID AS
SHOWN - EXTEND CHOUi
CONTINUOUS TO THE NEAREST
REINFORCED CELLS BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANG (FILL TO
BOTTOM OF WINDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
TAPCON PER 1 3/4"
SCHEDULE—- MIN,
f+7
EXT. FACE(2)lOd
FASTENER SCHEDULE FOR
-UNTWALL
BUILT UP STUD COLUMNS
(�
VERTICAL SPACING OF FASTENERS AT 8" O.C.
INSTALLATION DETAILS
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
HEAD/JAMB FOR BUCK
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
2 -PLY COMPOSITE POST, MINIMUM END DISTANCE SHALL
(2)2x10
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL UE 1".
STUD
$ OF NAILS
NUMBER OF PLYS
(2) PLYS
(3) PLYS
(4) PLYS
SIZE
PER ROW
2x4
(1)
10d x 3"T,,
10d x 3"L
10d X 3"T,. OR
1/2" DIAM.
_-
O.C, MAX. W/ 2' SQ. WASHERS
MIN. 2 1/2" WIDE BUCK-
LINIEL ABV. OPNG.
BOLT 016" O.C.
26
(2)
10d x 31.
10d x 31,
10d X 31. OR
1/2" DIAM.UOLT
��
%
THICKNESS - CONNECT W/
CAULK BTWN,
0 16" O,C.
2x8
(2)
10d x 31.
10d x 31
10d X 31. OR
1/2" DIA. BOLT
TAPCON LENGTH MUST BE
LU _
SUFFICIENT TO ACHIEVE MIN.
0 16" O.C.
J_
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2" DIAM, THRU-BOLTS AT 16" O.C. VERTICALLY WHIT
_
THE SAME NUMBER OF BOLTS PER ROW AS NAILS
TAPCON PER 1 3/4"
SCHEDULE—- MIN,
f+7
EXT. FACE(2)lOd
IJ, j
-UNTWALL
x 1 1/2" AT 24"
-0•C. FOR BUCK BUILT UP
(�
OF BLOCK
INSTALLATION DETAILS
o
HEAD/JAMB FOR BUCK
THICKNESS 11/2"
OR GREATER
(2)2x10
INSIALL WDW./DOOR TAPCON
PRECAST CONC,
fl2j
ABV.OPNG,
TO 2 1/2" THICK
PROVIDE 2x P,L AGAINST
BLOCK FOR BUILT UP BUCKS(2)8d
OR
x 2 1/2" AT 24"
2" THICK OR MORE
O.C. FOR BUCK BUILT UP
BUILT UP BUCK DETAIL
21/2" THICK OR MORE
THICKNESS 11/2" OR GREATER
PRECAST CONC,
OR C,MU JAMB -
_-
O.C, MAX. W/ 2' SQ. WASHERS
MIN. 2 1/2" WIDE BUCK-
LINIEL ABV. OPNG.
-MIN. 2 1/2" WIDE BUCK -
CAULK BTWN,
2
MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB---
BUCK BLOCK
��
%
THICKNESS - CONNECT W/
CAULK BTWN,
_ THAN 1 1/2" CONNECT W/
CEMENT FINISH n
SPIRAL NAILS AT 16" O.C.
3/16" DIA. TAPCONS.
BUCK / BLOCK----_
W
TAPCON LENGTH MUST BE
LU _
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH '"
J_
1 1/4" EMBEDMENT INTO
OVER BLOCK-
_
E W
BLOCK JAMB / HEAD
INSTALL WDW./DOOR SCREW
IJ, j
-UNTWALL
ANCHOR IH10 BUCK PER
(�
90
INSTALLATION DETAILS
o
HEAD/JAMB FOR BUCK
THICKNESS 11/2"
OR GREATER
(2)2x10
INSIALL WDW./DOOR TAPCON
PRECAST CONC,
fl2j
ABV.OPNG,
CI,
2
ANCHOR INTO BLOCK PER
LINTEL ABV. OPNG.
6'-8"
2x6 P.T. UUCK AT GARAGE DOOR JAMBS FASTE
o
ROOF ANGLE > 30'-45'
INSTALLATION DETAILS
OR C,MU JAMB -
_-
O.C, MAX. W/ 2' SQ. WASHERS
2
-5"
-MIN. 2 1/2" WIDE BUCK -
CAULK BTWN,
2
2nd FLOOR & ROOF
MAXIMUM BUILT UP
BUCK BLOCK
��
%
THICKNESS MUST BE LESS
1 2
_ THAN 1 1/2" CONNECT W/
CEMENT FINISH n
SPIRAL NAILS AT 16" O.C.
-Z
OVER BLOCK II
DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11/2"
CEMENi FINISH II ATTACH WDW./DOOR PER
OVER BLOCK ILJI MANUF, SPECIFICATIONS
PRECAST r
GONG. SILL
I SILL '
BLOCK WALL OPNG.
WDW,/DOOR BUCK DETAILS
ALL WINDOWS AND WALK DOORS SHALL HAVE A
MAX. DESIGN PRESSURE OF .34,7 PSF.
PRESSURE BASED ON MINIMUM COMPONENT EFFECTIVE
AREA OF 10 S.F. - PRESSURES MAY BE REDUCED FOR THE
ACTUAL EFFECTIVE WDMl./ DOOR AREA AS STATED ON "COMPONENT
AND CLADDING MIN. DESIGN WIND LOAD PRESSURE" CHART ON THIS SHE
ALL BILK, DELLS ABV. LINTEL 2X0 P.T. FROM BOT. OF LINTEL TO
TO BE CONC. FILLED TOP OF WALL - CENTER ON OPNG.
FASTEN TO BLOCK W/ 1/2" J -BOLT
PRECAST LINTEL PER PLAN 1 W/ 2" SQ. WASHER
ACRO", OONc ,
i
10
15
2x6 OR 2x4 P.T. W/ CONC. NAILS AT
-x
-
90
12" O.C. ACROSS TOP OF OPNG.
o
_
NJ
4° MIN.
NJ
(2)2x10
EXTEND JAMB 14" MIN. EDGE
(2)2x12
fl2j
ABV.OPNG,
CI,
2
c
DIST,
cn
6'-8"
2x6 P.T. UUCK AT GARAGE DOOR JAMBS FASTE
o
ROOF ANGLE > 30'-45'
TO BLOCK W/ i(2" DIA. X 6" J-BOLiS AT 24"
3'-6"
2
O.C, MAX. W/ 2' SQ. WASHERS
2
-5"
AT EA. SIDE OF OPNG,
6'-3"
2
2nd FLOOR & ROOF
GARAGE DOOR MASONRY OPENING
2
GARAGE DOOR DETAIL
DLSIGN LOADS: EXP. °C" 8'-0" W. DOOR +32,5 PSF & -41.0 PSF
16'-0" W. DOOR F30.8 PSF & -37.7 PSF
EXP. "B" 8'-0" W. DOOR +23.2 PSF & -29.3 PSF
16'-0" W. DOOR +22.0 PSF & -26,9 P5F
WOOD HEADER SCHEDULE
MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS
SIZES NOTED ON PLANS TO SUPERCEDE
VALUES SHOWN ON THIS SCHEDULE
10
15
HEADER LOAD
CONDITION
HEADER SIZE
90
100
(2)2x6
_
NJ
(2)2x8
NJ
(2)2x10
NJ
(2)2x12
fl2j
ROOF ONLY
4'-0"
2
5'-4"
2
6'-8"
2
7'-6"
ROOF ANGLE > 30'-45'
2nd FLOOR ONLY
3'-6"
2
4'-5"
2
-5"
2
6'-3"
2
2nd FLOOR & ROOF
3'-0"
2
3'-10"
1 2
1 4'-8"
1 2
1 5'-5"
3
"NJ" = MINIMUM NUMBER OF JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED ON THE PLAN
ALL STRUCTURAL HEADERS TO BE #2 OR BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S -P -F OR BEIiER
CONSTRUCTION NOTES
1. APPLICABLE CODES:
- FLORIDA BUILDING CODE 2007 - RESIDENTIAL
- FLORIDA BUILDING CODE SUPPLEMENT - RESIDENTIAL 2008
- NATIONAL ELECTRICAL CODE REQUIREMENIS FOR ONE AND TWO FAMILY DWELINGS, NFPA 70A;
2007,
2, SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE
BUILDER/ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
J. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY CONTRACTOR AS REQUIRED TO SAFELY
PERFORM THE WORK.
TERMITE PROTECTION
1. TERMITE PRETREATMENT SHALL MAKE USE OF BORA-CARE TERMITICIDE. THE BORA-CARE
TERMITICIDE TREATMENT IS REGISTERED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMLR SERVICES AS REQUIERED BY THE FLORIDA BUILDING CODE 2007 - RESIUEN IIAL.
2. UPON CUMPLEIION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREAIMENI, A -
CERTIFICATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE
A CERTIFICATE OF OCCUPANCY MAY ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
IERMHES. THE iREAiMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULIURE AND CONSUMER SERVICES'.
FOUNDATION NOTES
1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR SHALL VERIFY THAT THE MINIMUM BEARING PRESSURE OF 2000 PSF IS
OBTAINED PRIOR TO FOOTING PLACEMENT,
2, FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3, AS REQUIRED BY THE LOCAL MUNICA.PILHY BUILDING DEPARTMENT, A FOUNDATION SURVEY SHALL
BE PERFORMED AND A COPY OF THE SURVEY SHALL ON THE SITE FOR THE BUILDING
INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED
FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.
CONCRETE NOTES
I. CONCRETE STRENGTH SHALL BE 2500 PSI AT 28 DAYS AND IM ACCORDANCE WITH A.C.I. 318-95.
2. REINFORCING STEEL SHALL BE IN ACCORDANCE WiTH THE LATEST EDITION OF ASTM A615 CHAFE
40.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185,
CONCRETE MASONRY NOTES
i. CONCRETE MASONARY WORK SHALL BE IN ACCORDANCE W1IH A.C.I. 530/ASCE 5/TMS 402,
2. CONCRETE MASONARY UNITS SHALL BE IN CONFORMANCE WiTH ASTM C90, GRADE N, TYPE II
ASTM C140 AND SHALL HAVE A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE
NET GROSS SECTIONAL AREA.
J. COARSE GROUT SHALL BE IN CONFORMANCE WITH ASTM C476,
4, MORTAR SHALL BE TYPE "M" OR "S" IN ACCORDANCE WITH ASTM C270.
5, ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O.
6, PROVIDE 8" PRECAST CONCRETE LINTELS ABOVE ALL MASONARY OPNGS. ALL LINTEL FOR OPNGS.
OVER 5'-6" SHALL BE GROUTED SOLID W/ 8" STANDARD BRG. EA. END U,N,O, (4" MIN. BEARING
REQ'D.)
PRE-ENGINEERED WOOD TRUSSES
1. ALL TRUSSES SHALL BE IN ACCONUANCE WIIH THE LAIEST EUIHONS OF THE 'NATIONAL DESIGN
SPLCINCATONS FUR SIRESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE
NATIONAL FOREST PRODUCTS ASSOCIATION.
2. THE TRUSS MANUF. SHALL VERIFY ALL TRUSS SPANS, SLOPES, BEARING POINTS, AND DIMENSIONS
BEFORE FABRICATION. ANY DEVIATIONS OR DISCREPANCIES FROM IHE PLANS f0 BE BROUGHT TO
- I f
NOF. TO
UI SER AR�HITECT ENGINEER PRIOR TO PROCEEDING, THUS') MA
THE ATTENTION OF IHE B L
SUPPLY ALL TRUSS TO TRUSS HANGERS AND CONNECTIONS.
3. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS ON NEW AND/OR REVISED MODEL PLANS TO BUILDER
rn r
FOR REVIEW BEFORE FABRICATION. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSS PROFILE,
CRVf/
A I Y UPLIFT LOADS BRACING MEMBERS AND TRU55 TO TRUSS HANGERS,
4, ALL PREFAB. WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORiING WALLS OR
BEAMS AS REQUIRED PER THE FRAMING PLANS.
5. PRE-ENGINEERED WOOD TRUSSES, RAFTERS, AND OTHER ROOF FRAMING MEMBERS SHALL BE
SPACED AT 24" O.C, MAXIMUM.
SET r
6. RIDGE AND VALLEY SET MEMBERS SHALL BE A NOMINAL DIMENSION OF 2' LARGER THAN
RAFTERS.
7, ALL ROOF FRAMING MEMBERS SHALL BE MIN. SYP #2 OR BETTER.
COMPONENTAND CLADDING MIN.
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE "B"
COMPONENT
LOCATION
10
15
20
COMPONENT EFFECTIVE AREA O
90
100
ROOF ANGLE > 10'-30'
10 15 20 30
40 50
60 70 8090
100
ROOF ANGLE > 10'-30'
50.1
47,8
45.4
43.4
41.3
39.3
38.4 37.5
36.5
35.6.
34.7
ROOF ANGLE > 30'-45'
30.3
29.7
29.0
28.4
27.8
27.2
26,9 26.7
26.4
26.2
25.9
WALL
I 34.7
33.6
32.4
31.4
30.3
29.3
1 28.8 28.3 1
27.9
2/4
26.9
COMPONENT AND CLADDING MIN.
DESIGN WIND LOAD PRESSURE (PSF) - EXPOSURE IICII
COMPONENT
LOCATION
10
15
20
COMPONENT EFFECTIVE AREA OO
30 40 50 60 70 80
90
100
ROOF ANGLE > 10'-30'
70.1
67.0
63.6
60.8
57.8
55.0
53.8
52.5
51.1
50.0
48.6
ROOF ANGLE > 3O'-45
1 42.4
41.6
40.6
39.8
38.9
38.1
37.7
37.4
37.0
36.7
36.3
WALL
1 48.6
47.0
45.4
44.0
42.4
41.0
1 40.3
39.6
39.1
36.4
31.7
(D PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES
PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONLN T PRESSURES FOR
THE MOST STRINGENT ZONE LOAD CASE PER TABLE R301.2 (2)
OF FLORIDA BUILDING CODE 2004 - RESIDENTIAL AND 2006 SUPPLEMENT
WALL & ROOF FRAMING NOTES
1. WOOD CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF "NATIONAL DESIGN
SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCT ASSOCIATION,
2. ROOF AND WALL STRUCTURAL SHEATHING SHALL BE SPAN RATED IN ACCORDANCE WIIH APA PS
1-83 OR NER-108. NAILS USED iN ALL SHEATHING APPLICATIONS SHALL BE 8d COMMON, RING
OR SPIRAL SHANK, OR HOT DIPPED GALVANIZED, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS
SHALL HAVE HEAD AND SHANK SIZE EQUIVALENT TO HAND DRIVEN NAILS, OTHERWISE SPACING
SHALL BE REDUCED FROM 12" TO 10",8" TO 6", 6" TD 5", 4" 10 3", AND 3" TO 2" IN T11051
APPLICATIONS.
3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS AND A MINIMUM GRADE OF
SYP #2 OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUM OF S -P -F2 OR BETTER.
4, WOOD HEAUERS PER SCHEDULE UNLESS NOTED OTHERWISL ON PLANS. ALL HEADER MATERIAL TO
UE SOUTHERN YELLOW PINE #2 MIN. PROVIDE STRAPS AS REQ'D. PER UEIAILS,
5. PROVIDE A BUILT UP OR SOLID SAWN COLUMN UNDER ALL GIRDERS AND BEAMS IN FRAMED
WALLS UNLESS NOTED OTHERWISE ON PLANS. A MINIMUM OF (2)2x4 STUDS SHALL HE USED.
STRAP MEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM W/ A MIN. OF SIMPSON SPH4 OR
EQUAL AT EACH STUD. PROVIDE BLOCKING TO BEARING WALL BELOW AS REQUIRED, HEAVY HOLD
DOWNS MAY BE REQUIRED AT SOME LOCATIONS AS NOTED ON PLANS,
6. END JOINTS IN STRUCTURAL DOUBLE PLATE 511ALL BE OFFSEI Al LEAST 4'-0". STRUCIURAL
DOUBLE PLATES TO BE NAILED AT 6" O.C,
7. AT EXTERIOR FRAME WALLS, PROVIDE FULL PANEL OF SHEATHING FROM ALL CORNER EDGES. FULL
PANEL MUST BE SAWCUT AROUND ANY OPENINGS. SEE DETAILS FOR NAILING REQUIREMENTS.
8, THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE R602.3(FASiENINGSCHEDULE) OF THE FLORIDA BUILDING CODE 2004
-RESIDENTIAL- UNLESS NOTED OTHERWISE.
9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE IREAIEU LUMBER OR SEPARATED
FHUM CONCRETE W/ FELT PAPER OR METAL PLATES.
10, ALL NAILS AND BOLTS EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVINIZED.
UPLIFT CONNECTORS
1. UPLIFT CONNECTORS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT
FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE
MEMBERS OF IHESE WALL WOULD NUI NEED TO HAVE CONNECTORS APPLIED.
2. UPUI I CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES 1HHU PLATES TO SLAD AND
FOUNDATION PER PLAN,
3. UPLIFT CONNECTORS AT ROOF TRUSSES SHALL BE BENT OVER TRUSS TOP CHORDS AS REQUIRED
AND NAILED PRIOR TO APPLICATION OF ROOF SHEATHING. MISSED STRAPS SHALL BE INSTALLED
PER PLAN PRIOR TO SHEATHING INSTALLATION.
4. THE MAXIMUM NUMHER OF FLAT STRAPS (LE. "IIETA20") IN THE TOP BLOCK WALL COURSE AT
ANY GIRDER TRUSS SHALL BE (2) STRAPS WITH 8 CLEAR DIMENSION BEFORE NEXT STRAP(S).
5.
ALL SPECIFIED CONNECTORS SHALL BE INSTALLED PER CONNECION MANUFACTURERS
INSTRUCTIONS,
6. NO CONNECTOR SHALL BE BENT IN THE FIELD UNLESS NOTED AS ACCEPTABLE IN THE
CONNECTOR MANUF. PRODUCT CATALOG.
7. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE
EQUALLY HALF ON EA. ITEM.
8. INSTALL ALL SPECIFIED FASTENERS AT EACH CONNECTOR. REFER TO CONNECTOR SCHEDULE FOR
MINIMUM NUMBER OF FASTENERS.
9. MAY SUBSTITUTE HURRICANE STRAP WITH STRAP OF GREATER HOLD DOWN VALUE OR GREATER
UPLIFT VALUE IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURERS INSTALLATION
INSiRUCTIONS OR REQUIREMENTS ARE FOLLOWED.
STRUCTURAL CRITERIA
1. APPLICABLE CODE:
FLORIDA BUILDING CODE 2001 - RESIDENTIAL
WIND SPEED - 120 MPH
NUN -WIND-BORNE DEBRIS REGION, WIND IMPORTANCE FACTOR - (1) ONE, "ENCLOSED"
c
BUILDING TYPE, EXPOSURE CATEGORY -SEE ROOF PLAN NOTE.
2. INTERNAL PRESSURE COEFFICIENT: +/- 0,18 MAXIMUM MEAN ROOF HT. = 30 FEET
GENERALNOTES
1. DOORS BETWEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3/8" THICK SOLID CORE
WOOD DOORS, 1 3/8" SOLID OR HONEYCOMB CORE SIEEL DOORS, OR 20 -MINUTE FIRE RATED
DOORS.
2, THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS
THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE CARACES DENEAIH HAUHAULE
ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN
5/8" TYPE X GYPSUM BOARD OR ITS EQUIVALENT.
J. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DWELLIN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE STILET
STEEL OR APPROVED EQUAL.
4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WiTH 1/2" GYPSUM BOARD.
LATEST REVISION
DATE TO MASTER:
09-01-11
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TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
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M/I ORLANDO