HomeMy WebLinkAbout2525, 2527, 2529, 2531, 2533, 2535 River Landing Dr (a)ABV.
ABOVE
A1C
AIR COMPRESSOR
ADJ.
ADJUSTABLE
AHU
AIR HANDLER
ALT
ALTERNATE
AMP.
AMPERAGE
BD.
BOARD
BLK
BLOCK
BLK'G.
BLOCKING
C.L.
CENTER LINE
CABT.
CABINET
CLG.
CEILING
CLR.
CLEAR
CONC.
CONCRETE
CPT.
CARPET
C.T.
CERAMIC TILE
C.J.
CONTROL JOINT
CMU
CONCRETE MASONRY
INT.
UNIT
D.
DRYER
DBL,
DOUBLE
DIA.
DIAMETER
DIM.
DIMENSION
DISP.
DISPOSAL
DP.
DEEP
DR.
DOOR
D.S.
DO`u v'NSPOUT
DTL.
DETAIL
D.W.
DISHWASHER
EA.
EACH
ELEV.
ELEVATION
ENG'D.
ENGINEERED
EQ.
EQUAL
EXH.
EXHAUST
EXT.
EXTERIOR
F.G.
FIXED GLASS
FIN.
FINISH
FLP.
FLOOR
FLR'G
FLOORING
FLUOR.
FLUORESCENT
FR. DR.
FRENCH DOOR
FTG.
FOOTING
D El 1-1
E:][::]E]::] W_ E:11::] I
rg
I I �
GA.
GAUGE
RM.
ROOM
G.F.I.
GROUND -FAULT CIRCUIT
R.O.
ROUGH OPENING
UNBIT
INTERRUPTER
RIS
ROD AND SHELF
GL.
GLASS
S.C.
SOLID CORE
GYP. BD.
GYPSUM BOARD
S.D.
SMOKE DETECTOR
H.C.
HOLLOW CORE
S.H.
SINGLE HUNG
HDR.
HEADER
SH
SHELF
HT.
HEIGHT
SHTHG.
SHEATHING
INSUL.
INSULATION
SH"1R.
SHOWER
INT.
INTERIOR
SIM.
SIMILAR
LAM.
LAMINATED
SGD.
SLIDING GLASS
LAV.
LAVATORY
STD.
STANDARD
LUM.
LUMINOUS
TEMP.
TEMPERED GLASS
M.C.
MEDICINE CABINET
THK.
THICK
MFR.-
MANUFACTURER
T.O.C.
TOP OF CURB
MIN.
MINIMUM
T.O.P.
TOP OF PLATE
MTD.
MOUNTED
T.O.S.
TOP OF SLAB
TYP.
TYPICAL
MTL.
METAL
U.N.O.
UNLESS NOTED OTHERWISE
N.I.C.
NOT IN CONTRACT
N.T.S.
NOT TO SCALE
VP.
VAPOR PROOF
O.C.
ON CENTER
kl%/.
WASHER
P.L.
PROPERTY LINE
Wl
WITH
P.B.
PUSH BUTTON
VVD.
V\1OOD
PH.
PHONE
WDW.
WINDOW
PLYVVD.
PLY�'VOOD
VVI1-1
WATER HEATER
PR.
FAIR
W.1.
%%1R000HT IRON
PT
PRESSURE TREATED
VV. P.
WEATHER PROOF
R.
RISER
RAD.
RADI US
RrA
RETURN AIR GRILL
REF.
REFRIDGERATOR
REV.
REVERSE
F7
SUBDIVISION: RIV E KVI E W
Fly Is SA
LV I TF: I-Kv I -b
MODEL:• UNIT ELEV ;.?r,
AREA
Sheet Number
Sheet Title
TAB
U AIT
U D
UNBIT
UNIT
UNBIT
UNIT
TOT
1st STY. LIVING
834
734
734
680
7541
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 2010 - RESIDENTIAL
2. NATIONAL ELECTRICAL CODE - NEC 2011.
3. FLORIDA FIRE PREVENTION CODE 2010
Sheet Number
Sheet Title
BUILDING TYPE:
2 STORY TOWNHOUSE
Cover Sheet
1
CONSTRUCTION TYPE:
UNPROTECTED, UNSPRINKLED
2
Elevations Side -Rear
FIRE PROTECTION RATING REOUIREGIENTS:
1st Floor Plan
4
2nd Floor Plan
REWIRED
PRO'V1DED
1. PARTY AND FIRE WALLS
2 HR.
2 HR.
2. INTERIOR BEARING WALLS
0
0
3. INTERIOR NON BEADING PARTITIONS 'PER 105.1.2
0
0
4. COLUMNS
0
0
5. BEAMS, GIRDERS, IRUSSES AND ARCHES
0
0
5. FLOOP /CEILING CONSTRUCTION
14
Separation Walls
7. ROOF / CEILING CONSTRUCTION
0
0
S. EXTERIOR BEARING >VALLS
D3
Detail Sheet
HORIZONTAL SEPARATION: (PARRALLEL WALLS)
0 ft. to 5 ft (0 % OPENINGS)
1 (0%)
N/A (0%)
OVER 6 ft
0
0
9. EXTERIOR NON BEARING WALLS
HORIZONTAL SEPARATION: (PARR.ALLEL WALLS)
0 ft. to 5 ft 0 % OPENINGS
i (0%)
N/A (0%)
OVER 6 ft
0
0
SHEET LIST
n
u
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 Placa
7
2nd Electrical Plan
8
Foundation Plan
g
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
/3 _'/ S0"2
PERMIT #
LATEST REVISION
DATE TO MASTER:
3112113
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CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
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HOMES FOR CLARIFICATION!
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TO BE REPORTED TO M/I
HOMES FOR CLARIFICATION!
0 ®f
MII ORLANDO
MEAN ROOF FIEIGHT -�
+23'-3
TOP OF 2ND STY.
_ WALL PLATE
+18'-D 7/3'
2nd STY. FIN. FLR.
1
TOP OF IST STY.
_ — BLK.. WALL
FOAM SOFFIT
BRACKET- EQ.
SPACED
TOP OF SLAB
+0'-O"
(REF. ELEV.)
ELEVATION NOTES:
i. ALL RAISED AND SCORED BANDS SHALL BE S11.100TH SAND FINISH.
2. SCORED RAND REFERS TO FLUSH -NOT RAISED) BAND_ SCRIBE LINE .AT
BAND WIDTH PE ELDAATION.
3. ALL RAISED BANDS SHALL BE 53,4-i OR STUCCO (PER PLAN).
4. CONTROL JOINTS SHO'NN ADJACENT TO WINDOVIS ON SIDE .AND REAR
ELEVATIONS SHALL SE 5" FROXl EDGE OF WINDOW JAMBS.
5. ,ALL SECOND FLOOR WINDOW SILLS HEIGHT SHALL BE A 1IMIIN 24" A.F.F.
FOAM SOFFIT
BRACKET #1
FOAM SOFFIT BRACKET(S)
1/4" = 1'-0"
N
i %16" OSB SHEA I� IING
GABLE END TRUSS
OR F AIME '14ALL
7/8" UEMENT PLASTER
ON PAPER BACK LATH
AIR INFILTRATION BARRIER
STANDARD:
AIND•ARD:
N
MID -WALL
'IF—
t, SCREED
1,12" MIN. CEMENT
PLASTER
8" CMU WALL
CONTROL JOINT DETAIL
I ICYIAIr_'Trll�l
PRINCETON
UNIT 111371
FOAM SOFFIT GABLE CORBEL
1/4" = 1'-O"
BAND AT v
DOOR/V'lDY.
� InIJw unlru —
PROJ. BEYOND
STONE
PROJ.
N-'KIINUIz II UAV
UNIT 111311
BAND AT
DOOR/ NDW
KEYSTONE
1/4" = 1'-0"
BAND AT
DOOR,/WDW.
ti/AKA I UUA
UNIT ?PCIT
B4 AT
DOOR/4DW.
PROJ. BEYOND
STONE
PRINCETON
UNIT 1911
v BAND .AT
DOOR i WDW.
�YI�I�T�InI
J IUIVL f IIVIJPI - RC IURIV l!"
ENDS
ROOF HEIGHT
TOP OF 2ND STY.
2nd STY. FIN. FLR.
i
TOP OF IST STY.
BL"ALL
TOP OF SLAB
FRONT ELEVATION- B
CODE SUMMARY
APPLICABLE ODES
1. FLORIDA BUILDING CODE 2010 - RESIDEINTIAL
2 NA`flONAL ELECTRICAL CODE - NEC 2011.
3. FLORIDA F1P,E PREVENflON CODE 2010
I0 E'
v BAND .AT
DOOR i WDW.
�YI�I�T�InI
J IUIVL f IIVIJPI - RC IURIV l!"
ENDS
ROOF HEIGHT
TOP OF 2ND STY.
2nd STY. FIN. FLR.
i
TOP OF IST STY.
BL"ALL
TOP OF SLAB
FRONT ELEVATION- B
CODE SUMMARY
APPLICABLE ODES
1. FLORIDA BUILDING CODE 2010 - RESIDEINTIAL
2 NA`flONAL ELECTRICAL CODE - NEC 2011.
3. FLORIDA F1P,E PREVENflON CODE 2010
BUILDING TYPE:
2 STORY TOWNHOUSE
CONS TRU CTION TYPE:
UNPROTECTED, UNSPRINKLED ,
FIP,E PROTECTION RATING REOUIREM'NTS:
REQUIRED
PROVIDED
1. PARTY .AND FIRE WALLS
2 ,yR,
2. INTERIOR BEARING WALLS
O
0
v. 1PIIERIO NON BEARING PAR-] -110N PER 70 1.2)
0
0
4. COLUMN'S
0
0
5. BEAIh1S, GIRDERS, TP,uSSES AND ARCHES
0
1 0
S. F LOOR/CEILING CONSTRUCTION
0
0
ROOF / CEILING CONSTRUCTION
0
0
S. EXTERIOR BEARING WALLS
HORIZONTAL SEPARATION: (P•ARRALLEL WALLS)
0 rt. to 6 .t (0 % OPENINGS)
1 (0`7)
N/A (0%)
OVER 6 it
0
0
O. EXTERIOR NON BEARING WALLS
HORIZONTAL SEPARATION: (PARR,ALLEL WALLS)
0 ft. to 6 it (0 ; OPENINGS)
1 (0%)
N/A(0"7,
OVER, 6 it
0
0
LATEST REVISION
DATE TO MASTER:
3112/13
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1 Il
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MEAN ROO> HEICHT -Jb_ —
+9;'_3
TOP OF 'ND STY.
_'MALL PLA T',-
1i3'_o �t3"
4nd STY. FIN. FLR.
+i0'-3-3; 4"
TOP OF 1ST STY.
BLK WALL
LEXINGTON
UNIT"'Aly
4'-0°
MIN. 1T. . ALL
4' GALV. MTL. OFF -RI10E ''.tNT\
12
5�
SHINGLE ROOFING
PRINCETON
UNIT 1111
4' GALV. MTL. OFF -RIDGE VENT------"
SHINGLE ROOFING
4'-O" L, 4'-0„
MIN, TYP. ALL UNITS 'I MIN. TIP. ALL UNITS
SLOPE 5:12
SHINGLE ROOFING
TRENTON
UNIT 1711
GALV. MTL. OFF -RIDGE VENT
iI,11N. TYP. ALL UNITS !+{hN. TSP. ALL UNITS
SLOPE 5:12
PRINCETON
UNIT II®11
/I
e_� 4' GALV. Ml. OFF -RIDGE VENT I/
4'-D" L 4'_0„
MIN. TYP. ALL UNITS ]MIN. TfP. ALL UNITS
SHINGLE ROOFING
3°411. SCORED LINE
-- — — — — — — —— —
ALONG SOFFIT -
PRINCETON
UNIT "B"
CALF. kil. OFF -RIDGE VENT
4'-0„
MIN. TiP..ALL UNITS
LEXINGTON
UNIT "All
4' GAL\. '41. OFF -RIDGE UFNT
MEAN ROOF HEIGHT
` +23'-5'
TOP OF OND STY.
------------ — WALL PLATE
2nd STY. FIN. FLR.
TOP OF IST STvf.
BLK. WALL
— —o—_I T9'-4"
TEXTURED WALL FINISH
3"W. SCORED 3"N. SCORED
co
BAND AT BAND AT
DOOR/WD4W. DOOR;'44L1w.
TEXTURED VIALL FINISH TEXTURED WALL FINISH
TOP OF SLA ---- - , - — — ----- — ---———————————————— — — — —
-- - --—TOPOFSLAE
l \LI LLo I ' TD
(REF. ELEV.)
SIDE ELEVATION B - "LEXINGTON" UNIT -
1/4"
Ill
Tf
REAR ELEVATION
SIDE ELEVATION B - "LEXINGTON" UNIT.
LATEST REVISION
DATE TO MASTER:
O
2'_6" ?'-6°
I �
3"•'r. SCORED �
BAND AT
2'- TEXTURED WALL FINIS,{ ?'_-" DODR `4'l�i'i.
EXTURED 4JALL FINISH TEXTURED WALL FINISH b" _ 2'-6"
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- - - SLOPE 5:12
------------
c.J.
----------------�----------------------------------------------------------------------------------
C J
C.J.
--ROOF
SLOPE 5:12
---
--�
2nd STY. FIN. FLR.
TOP OF IST STvf.
BLK. WALL
— —o—_I T9'-4"
TEXTURED WALL FINISH
3"W. SCORED 3"N. SCORED
co
BAND AT BAND AT
DOOR/WD4W. DOOR;'44L1w.
TEXTURED VIALL FINISH TEXTURED WALL FINISH
TOP OF SLA ---- - , - — — ----- — ---———————————————— — — — —
-- - --—TOPOFSLAE
l \LI LLo I ' TD
(REF. ELEV.)
SIDE ELEVATION B - "LEXINGTON" UNIT -
1/4"
Ill
Tf
REAR ELEVATION
SIDE ELEVATION B - "LEXINGTON" UNIT.
LATEST REVISION
DATE TO MASTER:
O
3/12/13
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2 of 14
M/I ORLANDO
1.in`-fl°
V1 V1 1 /--% VIVI I u VIVI I u VIVI I V U1V1 1 0 vIVI I r -x
2x4 DP,YWA
SHE
NICHE
DETAIL
UNITS 'Y / "C° / "D°
'DSI, ROUE
OPNG, MOTE
367/8.x.63 -
WIDTH x HEIGHT
(IN INCISES)
1st STY. FLOOR PLAN
1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL .ARE DRAWN AND DIMENSI0NED TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHCUDMISE NOTED.
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
4. INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL
SUPPORTING GRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK—TIE INSTALLATION. SEE SHEET 11 FOR
ADD'L. INFORMATION
5. 0 INDICATES FILLED REINFORCED VERTICAL BLOCK CELL — CONT. FROM FOOTING TO C.M.U. TOP COURSE
S. INDICATES 8" OMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB.
7.V INDICATES 2—HR. FIRE SEPARATION WALL 311"1. UNITS, SEPARATION WALL CONTINUOUS FROM TOP
OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR
OTHER BLDG. SERVICE SHALL BE W THIN OR PENETRATE THE SEP,AP,A11ON WALL.
S. PROVIDE UL TESTED FIRE CAULKING ON ALL FLECTRICAL,PLUQING ,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 BOK AND STACK.
11. PROVIDE 12"w. WALL CAVATY, VOID OF STUDS, AT SHOkR CONTROL VALVE LOCATION.
12. INSTALL TEVERED GLASS IN ALL SHOWER, ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. XX., — INDICATES WIND PRESSURE IN P.S.F. FOR VrNDOVI OPENING.
14. "F LR'G LINE" — INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EX TINGUlSHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOvm.
LATEST REVISION
DATE TO FASTER:
3112113
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U00
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PER INDICATED DIMENSIONS
ONLY, ,ANY DISCREPENCIES
TO BE REPORTED TO Nill
HOMES FOR CLARIFICATION!
3 of 14
M/I ORLANDO
REQ
T�
UNIT
A
UNIT
B
UNIT
B
UNIT
C
UNIT
B
UNIT
A
BLDG.
TOTAL
1st STY. LIVING
3541
734
734
630
7341
8341
4550
2nd STY. LIVING
9461
9011
901
889
9011
946
5484
TOTAL LIVING
17301
1635
1635
1569
15551
17801
10034
ENTRY
1 40
51
51
841
511
40
1 317
CAR,AGE
1 2381
230
230
2361
2301
2381
1402
LANAI
1 411
NA
NA
NA
NAI
411
32
TOTAL U.R.
1 20991
1916
1916
1889
1916
2099
11335
1st STY. FLOOR PLAN
1st STY FLOOR PLAN NOTES:
1. ALL INTERIOR FRAME WALL .ARE DRAWN AND DIMENSI0NED TO BE 3 1/2" WIDE UNLESS OTHERWISE NOTED.
2. ALL EXTERIOR BLOCK ARE SHOWN AND DIMENSIONED TO BE 7 5/8" WIDE UNLESS OTHCUDMISE NOTED.
3. ALL FULL HEIGHT BLOCK WALLS WITH NO OPENINGS BTWN. GROUTED FILLED CELLS ARE CONSIDERED SHEAR WALLS.
4. INDICATES FRAME BEARING WALL WALLS DO NOT REQUIRE UPLIFT CONNECTORS DUE TO WALL
SUPPORTING GRAVITY LOADS ONLY. ALL UPLIFT LOADS ARE HANDLED BY QUICK—TIE INSTALLATION. SEE SHEET 11 FOR
ADD'L. INFORMATION
5. 0 INDICATES FILLED REINFORCED VERTICAL BLOCK CELL — CONT. FROM FOOTING TO C.M.U. TOP COURSE
S. INDICATES 8" OMU WALL. TOP OF +9'-4" ABOVE TOP OF SLAB.
7.V INDICATES 2—HR. FIRE SEPARATION WALL 311"1. UNITS, SEPARATION WALL CONTINUOUS FROM TOP
OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR
OTHER BLDG. SERVICE SHALL BE W THIN OR PENETRATE THE SEP,AP,A11ON WALL.
S. PROVIDE UL TESTED FIRE CAULKING ON ALL FLECTRICAL,PLUQING ,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 BOK AND STACK.
11. PROVIDE 12"w. WALL CAVATY, VOID OF STUDS, AT SHOkR CONTROL VALVE LOCATION.
12. INSTALL TEVERED GLASS IN ALL SHOWER, ENCLOSURES AND HAZARDOUS GLAZING LOCATIONS.
13. XX., — INDICATES WIND PRESSURE IN P.S.F. FOR VrNDOVI OPENING.
14. "F LR'G LINE" — INDICATES CHANGE IN FLOOR FINISH.
15. REFER TO CONTRACT CHANGE ORDERS FOR FLOOR FINISHES.
16. PROVIDE PORTABLE FIRE EX TINGUlSHERS (FE) W/ WALL MOUNTED HANGERS AT LOCATIONS SHOvm.
LATEST REVISION
DATE TO FASTER:
3112113
�J
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TO BE REPORTED TO Nill
HOMES FOR CLARIFICATION!
3 of 14
M/I ORLANDO
VIVI 1 F-% VIVI 1 Q VIVI I a VIVI 1 'V VIV! 1 0 VIVI 1 n
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PLA`
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(ONIE-_I-IC)l IQ QATEn 77 /1P" E-IQF Ql-TAQF)ANIT Cu�ATUINir
BOLT INSTALLATION NOTES:
PLUMB'G
STACK
24" VOID
WASHER
BOX
PLACE DBL — v DBL. WALLSTUD ADJ. TO / STUD
VENT PIPE
STUD SPACING
DETAIL @ WASHER
rU/ 1" U. &SHER
IA. DRILLED ��
CLEANED HOLE (4" MIN. IMBED INTO CMU WALL)
3" MIN. EDGE DISTANCE
BOLTS SHALL NOT BE INSTALLED IN A HORIZONTAL LINE ON OPPOSITE SIDES OF SEPARATION
WALL - STAGGER 4" VERTICALLY FROM BOLT ON OPPOSITE SIDE OF WALL
Ty"P. CMU TO FRAME WALL"DETAIL AT SEPARATION WALL
SCALE:
WD"N. ROUGH
OPNG.NOTE
36718x63
WIDTH x HEIGHT
(IN INCHES)
2nd STY. FLOOR PLAN
1 ��' , 4" = l'—O"
WALL LEGEND_
® INDICATES 2x4 BEARING WALL W/ QUICK TIE SYSTD1 HOLDDOWNS FROM TOP OF 1ST
STORY BLOCK WALL TO SECOND STORY TOP PLATE. SEE SHEET 11 FOR ADD'L.
INFORMATION
G r- INDICATES 2x4 BEARING WALL ABOVE LAM. BEAM. PROVIDE STRAPPING PER DETAIL
#5 ON SHT. 12
INDICATES 2—HR, FIRE SEPARATION WALL BTWN. UNITS. SEPARATION WALL
CONTINUOUS FROM TOP OF FIRST STORY SLAB TO UNDERSIDE OF SECOND STORY
ROOF DECKING. NO ELECTRICAL, PLUMBING, MECHANICAL, OR OTHER BLDG. SERVICE
SHALL BE WITHIN OR PENETRATE THE SEPARATION WALL. REFER TO SEPARATION
WALL DETAIL(s) FOR ADDITIONAL INFORMATION.
AREA
TAB
UA
UNIT
UNIT
UNIT
Uf8T
UGIT
BTG.
1st STY. LIVING
834
734
734
630
7341
834
4550
2nd STY. LIVING
946
901
901
889
901
946
5484
TOTAL LIVING 1780
1535
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
SECOND STORY PLAN NOTES:
1. DRYER VENT BOX — VENT TH RU ROOF.
2. 24n W. WALL CAVITY, VOID OF STUDS, FOR
INASHER BOX .AND STACK.
3. 12" W. WALL CAVITY, VOID OF STUDS, FOR
SHOtiVER VALVE AND/'OR HEAD.
4. H.ARZARDOUS GLAZING LOCATION, INSTALL TEhiPEP,ED
GLASS IN ALL SHOWER ENCLOSURES AND; 0R WINDOWS.
5. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROkd
CALCULATED DIMENSIONS ONLY. ANY DISC REPENCIES
TO BE REPORTED TO M/I HOMES FOR CLARIFICATION.
ALL FR.A�iME, MALLS .ARE ORM'M AND DliMENSIONED
TO BE 3 i,!2" WIDE UNLESS OTHERWISE NOTED.
6. PROVIDE DRAIN PAN BELOW EACH VV..ASHER. DRAIN
LINE TO EXTERIOR.
PROV1DE 2x4 AT 24" D.��. VERT. LADDER BLOCKING
AT INTERSECTION OF INTERIOR TO EXTERIOR FRAME
WALLS FOP, IiNST.ALLATION OF I�bULATION.
LATEST REVISION
DATE TO PASTER:
3112113
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TO BE REPORTED TO M11
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ELECTRICAL LEGEND
E-
STANDARD SWITCH
J WAY SWITCH
4 WAY 9dlITCH
DIMMER SWITCH
PUSH BUTTON
DUPLEX OUTLET
GFI
G.F.I. DUPLEX OUTLET
44_P,fGFI
yy,ATER PROOF/G,F.I. DUPLEX OUTLET
�
220 VOLT OUTLET
CLO
CEILING MOUNTED DUPLEX OUTLET
LIC-
UNDER COUNTER DUPLEX OUTLET
®
CLG. MOUNTED OUTLET FOR GAR. DOOR OPENER
PRE -'NIRS JUNCTION BOX
FAN
❑� Pm.
PRE -WIRED FANJUNCTION BOX
CEILING MOUNTED LIGHT FIXTURE
�V,P
CEILING MOUNTED -VAPOR PROOF LIGHT FIXTURE
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ATTIC PULL CHAIN
RECESSED LIGHT FIXTURE
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RECESSED -VAPOR PROOF LIGHT FIXTURE
WALL MOMIED LIGHT FIXTURE
-0 LCH
TH
COACH LIGHT (PRE -WIRE AS NOTED)
FLOOD LIGHT
1x4
1'x4' FLUORESCENT LIGHTING
0
2x4
2'x4' FLUORESCENT LIGHTING
FLUORESCENT STRIP
C
UNDER CABINET FLUORESCENT STRIP
°
WALL MOUNTED INC,ANDESENT STRIP
E.F.
EXHAUST FAN
LA
ITI
EXHAUST FAN '111TH LIGHT
SMOKE DETECTOR OR
SMOKE/CARBON MONOXIDE DETECTOR COMBO
O
SPEAKER PRE -WIRE
i�
ELECTRICAL PANEL
T -i
A/C DISCONNECT
ELECTRICAL METIER
ET/
TELEVISION OUTLET
TELEPHONE JACK
m
NETWORK JACK
lst STY. ELECTRICAL PLAN
1/4� = 11-01,
ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOT% 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. PREbVIRE LOCATIONS SHALL BE DETERMINED &
VERIFIED AT PRE -CON MTG.
3. ALL RECEPTACLE OUTLETS SHALL BE PROTECTED BY ARC -FAULT CIRCUIT
INTERRUPTERS) AND SHALL 'TAMPER-RESISTANT" PROTECTION DEVICE.
4. ALL GARAGE OUTLETS SHALL BE G.F.I.
5. ALL SMOKE DETECTORS SHALL BE HARD WIRED & EQUIPPED 4V/ B.Ai 1 ERY
BACK-UP & tiVIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. COMBO SMOKE/CARBON MONOXIDE ALARMS SHALL BE INSTALLED WITHIN
10'-0" OF EACH DESIGNATED BEDROOM.
?. ALL EXHAUST FANS SHALL BE VENTED TO THE EXTERIOR.
8. ALL RECEPTACLES IN DAMP AND bVET LOCATIONS SHALL BE 4'JEATHER
RESISTANT TYPE DEVICES.
9. ALL GARAGE SET 4V.H. SHALL HAVE PROTECTIVE POST, U HERE NECESSARY.
LATEST REVISION
DATE TO MASTER:
3/12113
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TO BE REPORTED TO M/I
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220 VOLT OUTLET
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CEILING MOUNTED DUPLEX OUTLET
uc
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UNDER COUNTER DUPLE( OUTLET
CLG. ,b01JNTED OUTLET FOP, GAR. DOOR OPENER
FRE—�NIRED JUNCTION BOX
❑� FA'N
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PRE—Y,'IRED FAN JUNCTION BOX
—�
CEILING �JOUNTED LIGHT FIXTURE
VP
CEILING MOUNTED—VAPOR PROOF LICHT FIXTURE
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-OVID
RECESSED—VAPOR PROOF LICHT FIXTURE
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HALL �10UNC LIGHT FIXTURE
`O SOL TH
COACH LICHT (PRE—WIRE AS NOTED)
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FLOOD LICHT
0
1'x4' FLUORESCENT LIGHTING
O
2x1
2'x4' FLUORESCENT LIGHTING
i
FLUORESCENT STRIP
C C
UNDER CABINET FLUORESCENT STRIP
WALL 0UNTED INCANDESENT STRIP
E. IF.
EXHAUST FAN
E .1
LITE
EXHAUST FAN WITH LIGHT
SOLSh:10Kt
DtILCIOR OR
Sl�,1OKE/CAP,BON 4IONOXIDE DETECTOR CO,�dBO
SPEAKER PRE-4VIRE
ELECTRICAL PANEL
A,/C DISCONNECT
ELECTRICAL METER
TELP/ISION OUTLET
TELEPHONE JACK
m
NETWORK JACK
ELECTRICAL NOTES:
1. ELECTRICAL LAYOUT SHOWN IS SCH"MATIC. 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 IN/ BATTERY
BACK—UP & WIRED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM
WILL ACTUATE ALL ALARMS.
6. COMBO SMOKE/'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, WHERE NECESSARY.
2nd STY. ELECTRICAL PLAN
1/411 = 1'-0"
1
1
1
1
LATEST REVISION
DATE TO MASTER:
3/12/13
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" RAD
0 0 0 0 0
2-#5 BARS 3-#5 BARS
1'-4° CONT. ON 1'-10" CONT. ON
CHAIRS CHAIRS
TYP.1-STY, TYP, 2 -STY.
SLAB EDGE SLAB EDGE
VERIFY wN
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?�
R
G. WALL
B111��
1' g= 3-#,5 BARS
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MALL FTG,
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(3)-u5's CONT. WAY
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16°
a SLAB EDGE FTG. AT
GARAGE DOOR OPNG.
SLOPE
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1 #5 CONT.
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SLAB EDGE
7 112" CURB
VARIES 4VARIES
#5 BAR
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4-#5 BARS
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r3k)RAISED CURB FTG.
BT1iN. GARAGE
INT. FALLS
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1'-T 1 #5 CONT.
s INT. NON-BRG, SLAB
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�teai�
3-#5 BARS
CONI. ON
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INT. BLK FALL FTG. AT SLAB
v� STEP DN. BTWN. GARAGE &
ADJ. UNIT INTERIOR WALLS
zBAR,AT 24„ O.C.
4-#5 BAPS
2'-D' CONT. ON CHAIRS
TYPICAL FTG.
- g
INT. SEPARATION
WALLS
BRG. WALL
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® ® 3-25 BARS
CONT. ON
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INT. BRG. FALL FTG.
AT SLAB STEP DN,
WALLBAP, DOWEL
P EA. REINF.
FIN. FILLED CELL
GRADE
�
T0P OF FTG.
9 -1'-1 U2° A.F.F.
0
COIN 2'-0„ CONT. CONC.
FTG.
Svul STEM TALL DETAIL
AT ENTRY
TYPICAL EDGE
0 0 PIPING
PIPE (6' DIA. 1I0.)
SLEEVE (DLA. LARGER THAN PIPE)
TYP, PIPE THRU FTG.
DETAIL AS REQ'D,
STEld
CURB WIDTH AS
MONO
STATED ON PLANS
DEPTH OF
J VARIES
ARIES
MONOLITHIC SLAB
SLAB EDGE
VARIES
LANAI SLAB
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OR ENTRY
3-.u'.5 BARS
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® ® CONT. ON
-3-#5 BAPS
1'-i0" CHAIRS
CONT. ON
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RAISED CURB FTG.
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1 #5 CONT.
=7) J"
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7 112" CURB
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#5 BAR
AT 24 O.C.
4-#5 BARS
CONT. ON CHAIRS
r3k)RAISED CURB FTG.
BT1iN. GARAGE
INT. FALLS
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®
1'-T 1 #5 CONT.
s INT. NON-BRG, SLAB
STEP DN. FTG,
�teai�
3-#5 BARS
CONI. ON
CHAIRS
INT. BLK FALL FTG. AT SLAB
v� STEP DN. BTWN. GARAGE &
ADJ. UNIT INTERIOR WALLS
zBAR,AT 24„ O.C.
4-#5 BAPS
2'-D' CONT. ON CHAIRS
TYPICAL FTG.
- g
INT. SEPARATION
WALLS
BRG. WALL
VARIES
® ® 3-25 BARS
CONT. ON
CHAIRS
INT. BRG. FALL FTG.
AT SLAB STEP DN,
WALLBAP, DOWEL
P EA. REINF.
FIN. FILLED CELL
GRADE
�
T0P OF FTG.
9 -1'-1 U2° A.F.F.
0
COIN 2'-0„ CONT. CONC.
FTG.
Svul STEM TALL DETAIL
AT ENTRY
TYPICAL EDGE
0 0 PIPING
PIPE (6' DIA. 1I0.)
SLEEVE (DLA. LARGER THAN PIPE)
TYP, PIPE THRU FTG.
DETAIL AS REQ'D,
STEld
MONO
MONO
STEM EXTEND STEM WALL FTG.
DEPTH OF
REBAR 2'-1' INTO I,fONOUTHIC
MONOLITHIC SLAB
SLAB EDGE
EDGE TO 1,IATCH
BOT. OF STEM WALL
wto
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FTG. �
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SOIL CEMENT/
SAND BASE
FIN• h�1�
GRADE
FT�IEBARSJ LLJ 2'-6„ ' �a BRICK PAVER DETAIL
STEM WALL FTG, TO MONO
SAAR FDGF TRANSITION
SLAG PLAN
1 /A" = 1'-0"
FOUNDATION NOTES:
1. U INDICATES FILLED CELL W1 3,000 PSI GROUT W/ 1-#5 REBAR
UNLESS NOTED OTHERWISE.
2. DO NOT SCALE PRINTS! CONSTRUCT FROhd CALCULATED DIMENSIONS
ONLY. ANY DISCREPANCIES TO BE REPORTED TO M/I HOMES FOR
CLARIFICATION.
3, REFER TO PLUMBING PLAN FOR FIXTURE, PLUMBING WALL, AND CONCUIT UNDER
SLAB LOCATIONS.
4. AC PADS TO BE 12' MIN. CLEARANCE FROM SLAB EDGE.
5. T.O.F. = TOP OF FOOTING
LATEST REVISION
DATE TO MASTER:
3/12/13
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M/1 ORLANDO
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LINTEL NOTES:
1. REFER TO PLAN(S) FOR BOTTOM OF LINTEL HEIGHTS.
2. CONCRETE IN LINTEL SECTIONS SHALL BE 5000 PSI @ 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 Wig 1-#5 BAR IN "U" LINTELS IS ,ACCEPTABLE
BUT NOT REQUIRED FOR LINTEL SECTIONS #2 AND #2R.
LINTEL SECTIONS:
8'H. PRECAST °U" LINTEL
ON TOP COURSE FILL
Wi CONC. 1-#5
s:a (MIN. 6-1 /2' BRG. ON ENDS) 00
8"H. RECESSED PRECAST '
'U' LINTEL -UNFILLED '9,1 1-#5��
10 ((MIN, 5-1/2" BRG, ON ENDS) '
8"H. KNOCKOUT CMU TOP
COURSE FILL W/ CONC. & 1-#5 '
FELT PAPER OR SCREEN
c
o UNFILLED CMU COLIRSE(S)
8"H. PRECAST 'U" LINTEL- N
UNFILLED
(MIN. 4' BRG.ON ENDS)
B"H. RECESSED PRECAST _
"U" LINTEL -UNFILLED
0 (MIN. 4' BRG. ON ENDS) O2R
8"H. KNOCKOUT CMU TOP
- COURSE FILL W,/' CONC. & 1-#5 --
8'H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL W` CONC. & 1-#5 A�T
r (VIN. 6-1,x`2" BRG. ON ENDS)
8"H. RECESSED PRECAST L----�
"U" LINTEL -FILL W/ CONC. & 1-#5
3 (MIN. 6-1/2" BRG. ON ENDS) O3R
8°H. KNOCKOUT CMU TOP
COURSE FILL W,/ COlO. & 1-#5 -
CMU COURSE(S) FILL 9
' 'III/ CONC. o
0
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N 8°H. PRECAST OR PRESTRESSED
'U" LINTEL -FILL Wil CONC. & 1-#5
(641N. 6-112" BRG. ON ENDS)
8"H. RECESSED PRECAST - - - -
"U" LINTEL -FILL W/ CONC. & 1-#5
( 40 (VIN. 6-1/2" BRG. ON ENDS) 3R
8°H, KNOCKOUT CMU TOP
COURSE FILL 'N/ 3000 PSI CONC. & 1-#5
#3 STIRRUPS w/
d AU 180 HOOK
Ta@ 16" O.C.
8"H. PRECAST OR PRESTRESSED
"U" LINTEL -FILL 'N/ 3000 PSI CONC. & 1-#5
5 (MIN. 6-1/2' BRG. ON ENDS)
5
4"H. CMU FILL W/ CONC. - NO
COLD JOINT
_
6'H. PRECAST 'Un LINTEL
00
}'
ON TOP COURSE FILL
`"
tr
W/ CONC. 2 -#5
LL.I
(MIN. 6-1/2" BRG, ON ENDS)
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#3 STIRRUPS W/ ,ACI 180'
6
HOOK ,P 12 D.C.
1st STY. MASONRY PLAN
1X = 1'-0"
LATEST REVISION
DATE TO MASTER:
3/12113
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TO BE REPORTED TO �1,1/1
HOMES FOR CLARIFICAATION!
1
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10 of 14
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FRE -ENGINEERED ROOT
TRUSS OR CONS'.
-RAE'ED RAFTER
Sih,'PSOiN 'HFTA2O"
STRAP AT EA. TRUSS -
N ;ILS PER SCHEDULE
LJIYI 1 n VIYI 1 v —' —
"HETA20" STRAP
NAILING SCHEDULE
UPLIFT OF NAILS
VALUE REQUIRED
1810 (91104 x 1-1 i
1200 '6'I1Od x 1-1
SM I(4)1Od x i 1 ��"
CMU 'i'1ALL
FLOOR TRUSSES
AT 24" O C. h,1,4 t..
2,,:4 CONT. RIM BOARD
AT TOP °i: BOT. CHORD
CONNECT TO E.A. FLR.
TRUSS V0 (4)16cl NAILS
— SETBA'CK FACE OF
Rlhl BOARD 1;12' FROM
CMUG+TALL FACE OF BLOCK
C
X
SIMPSON "HETA20" ANCHOR
2" MIN. DIMENSION
TO STRAP FROM AT EA. FLOOR TRUSS —
FILL ALL NAIL HOLES
FACE OF BLK. WALL/
TYPICAL FLR, TRUSS BEAM
PERPENDICULAR TO CMU WALL
UPLIFT STRAP CONNECTION
UNLESS OTHER',VISE NOTED ON THE PLAN
0 3 PLY 15' DP.
FLAT
GIRDER TRUSS
PCS SIh.IPSON LGUM28 ?
"IANCER Yl/ f5) SDS- 1/Q"x?
i '' SCRE'N'S TO TRUSS
(_'435L MAX UPLIF-j
PL f' —JIMPSOI\ ' GLIk;1'��^
HANGER 'N/ (6) SDS— 1/4 ;x:2
-I SCREWS 'O TRUSS
(3535 L ",IAX UPLIFT)
FLAT OIRDERTRUSS
TO CMU WALL
2x-' X -BRACING .AT 2x4 BOX FRAME AT 4S" O.C. Id,AX. IN./ OSB
i 48° O.C. h,"AY. ild SHEATHING EA. SIDE (CONNECT TO 2x:4 W;
16" DP. FLOOR FIRST '� TRUSS BAY'S — OR Sd NAILS AT 6" O.C.) .AT FIRST ;2) TRUSS
TRUSSES PER PLAfd HINNECT EA. END BAYS—CONNECT E.A. CORNER 'N 10d
"'' 2)10d TOEPIAILS TOENALS^
I n,
` R I
TYPICAL TRUSS TO
BLOCK WALL CONNECTION
/
OR LAM. BEAh;i PER PLAN
6 D. CABLE END FL ,. TR SS OR
1---F
16" DP. LAM. BEAM PER P;AN
SETBACK FACE OF RIM '
UNLESS OTHERWISE NOTED ON THE PLAN
-
UPLIFT LOAD REQUIRDIIENTS OBTAINEDFRO,1,1 SEALED
SETBACK FACE OF
TRUSS OR 3E41 1; 2'
FROM FACE OF BLOCK
ENGINEERING DRA1'BNGS FROM TRUSS MANUF.
FLOOR TRUSSES
AT 24" O C. h,1,4 t..
2,,:4 CONT. RIM BOARD
AT TOP °i: BOT. CHORD
CONNECT TO E.A. FLR.
TRUSS V0 (4)16cl NAILS
— SETBA'CK FACE OF
Rlhl BOARD 1;12' FROM
CMUG+TALL FACE OF BLOCK
C
X
SIMPSON "HETA20" ANCHOR
2" MIN. DIMENSION
TO STRAP FROM AT EA. FLOOR TRUSS —
FILL ALL NAIL HOLES
FACE OF BLK. WALL/
TYPICAL FLR, TRUSS BEAM
PERPENDICULAR TO CMU WALL
UPLIFT STRAP CONNECTION
UNLESS OTHER',VISE NOTED ON THE PLAN
0 3 PLY 15' DP.
FLAT
GIRDER TRUSS
PCS SIh.IPSON LGUM28 ?
"IANCER Yl/ f5) SDS- 1/Q"x?
i '' SCRE'N'S TO TRUSS
(_'435L MAX UPLIF-j
PL f' —JIMPSOI\ ' GLIk;1'��^
HANGER 'N/ (6) SDS— 1/4 ;x:2
-I SCREWS 'O TRUSS
(3535 L ",IAX UPLIFT)
FLAT OIRDERTRUSS
TO CMU WALL
2x-' X -BRACING .AT 2x4 BOX FRAME AT 4S" O.C. Id,AX. IN./ OSB
i 48° O.C. h,"AY. ild SHEATHING EA. SIDE (CONNECT TO 2x:4 W;
16" DP. FLOOR FIRST '� TRUSS BAY'S — OR Sd NAILS AT 6" O.C.) .AT FIRST ;2) TRUSS
TRUSSES PER PLAfd HINNECT EA. END BAYS—CONNECT E.A. CORNER 'N 10d
"'' 2)10d TOEPIAILS TOENALS^
I n,
` R I
CONC. BLOCK
WALL
CONNECT HANGER TO
C'IIU VIALL W;
(5) 1;!40x2-'1 r'2° SIMPSON "11TEN
HJ'
HANGER CONNECTION
CONC. BLOCK '.BALL ! PRO'�iDE SIh;iPSON "HETA20° ANCHOR AT ALTERNATE
4" O.C. h,1;AX. - PRO'ODE SOLID 2x4 BRACING BTrN,
4" DIh;IENSION TO STRAP / )ERT. BLKG. BT'IVN. TRUSS TOP cc BOT.
FROM FACE OF BLK. WALL—CHORDS FOR NAILING FILL ALL NAIL FLR, TRUSSES
HOLES
3 \,
PERIMETER WALL DETAIL '4
1 TRUSSES PARRALLEL TO WALL
CMU SEPARATION
PNALL BT' M. UNITS
SIMPSON 'LSTAEL" OR QUICK -11E "LS12" FLAT STRAP
CONNECTING E.A. 2`JD STY. STUD TO TOF FLAT
CENTER STRAP ON BOT. OF TOP PLATE
1,10N. OPENING
PER PLAN
DSL SIP,AF AT
LA. SIDE OF OPNC.
— GABLE END FLR. TRUSS
O
/
OR LAM. BEAh;i PER PLAN
6 D. CABLE END FL ,. TR SS OR
1---F
16" DP. LAM. BEAM PER P;AN
SETBACK FACE OF RIM '
PARRALLEL TO '',NALL
-
SETBACK FACE OF
TRUSS OR 3E41 1; 2'
FROM FACE OF BLOCK
CMU 'hALL
�-
BOARD 1 `2' FRO,i FACE
OF BLOCK
CONC. BLOCK
WALL
CONNECT HANGER TO
C'IIU VIALL W;
(5) 1;!40x2-'1 r'2° SIMPSON "11TEN
HJ'
HANGER CONNECTION
CONC. BLOCK '.BALL ! PRO'�iDE SIh;iPSON "HETA20° ANCHOR AT ALTERNATE
4" O.C. h,1;AX. - PRO'ODE SOLID 2x4 BRACING BTrN,
4" DIh;IENSION TO STRAP / )ERT. BLKG. BT'IVN. TRUSS TOP cc BOT.
FROM FACE OF BLK. WALL—CHORDS FOR NAILING FILL ALL NAIL FLR, TRUSSES
HOLES
3 \,
PERIMETER WALL DETAIL '4
1 TRUSSES PARRALLEL TO WALL
CMU SEPARATION
PNALL BT' M. UNITS
SIMPSON 'LSTAEL" OR QUICK -11E "LS12" FLAT STRAP
CONNECTING E.A. 2`JD STY. STUD TO TOF FLAT
CENTER STRAP ON BOT. OF TOP PLATE
1,10N. OPENING
PER PLAN
DSL SIP,AF AT
LA. SIDE OF OPNC.
TYPICAL FLR. TRUSS BEAM
PARALLEL TO CMU WALL
UPLIFT STRAP CONNECTION
UNLESS OTHERWISE NOTED ON THE PLAN
CIRD'ER TRUSS OR LVL
CONNECTOR VARIES—SEE BE.A!; PER PLAN
PLAN FOR INFORMATIOIN SII,IPSOfJ "H7165"
SIMPSON"LSTAi2" OR QUICK—TIE "LS12' FLAT STRAP /T�
5/8" THREADED ROD
BLK. 'BALL—SET IN
CONNECIING EA. 2ND STY. STUD 10 GIRDER TRUSS OR EFOY` FILLED HOLE
BEAM. CENT R STRAP ON BOT. OF TRUSS OR BEAh,I Yi MIN. Eh,IBED
ILL' ALL NAIL HOLES
4ND STY FRAME `ALL TO GIRDER
I
OR BEAM 'STRAP CONNECTION
CONC.
BLK.
WALL
16" DP. FLOOR
TRUSSES V,," MID
SPAN BRC. FILL
ALL NAIL HOLES
SIh,6PSOfd 'H' -ETA
AT EA.. FLR. TRUSS -
FILL ALL PJAIL HOLES
FLR. TRUSS TO CMU WALL
STRAP CONNECTION
j�
MID SPAN BEARING CONDITION
3 PLY 15" DP
-LAT GIRDER TRUSS
SIMPSON "LGT3—SD'52.5" YI
(21)15d SINKERS TO COLWA.1,1 &
(12) SDS 1/4:'x2 1;2' xI
SCRE',I,'S TO GIRDER)
3.5"x5 Dk
COLUI,IN , t
SIMPSON "H T T 16HOLDDO N,'
9'B! 5 8" THREADED ROD TO
SLAiSET IN EPDXY FILLED
i 1
HOLE 'll�+� 5' WN. EI'.1BED J
FILL A,LL NAIL HOLES
GIRDER TRUSS TO
`12f COLUMN T'0 SLAB CONNECTION
CVL BEAhI OR C':RDER
TRUSS
PER PLAN
C0NC. BLOCK 'NALL
SI41FS06J "HT116" HOLDDO'NN
q'i D i IHPEADED ROD TO
BLK ',NAIL SET N EPDXY FILLED
HOLE 'W 5" MIN. EI,iBED
TILL ,ALL NAIL HOLES
BEAM IGIRDER TRUSS
TO CMU WALL
STRAP CONNECTION
16' D.P. ELAT GIRDER TRUSS
OR 16' DP. FLOOR TRUSS
FR MDE Yn, SIMMS AS
REQ'D. TO FILL G.AP BP,IN
HAidGER AND TRUSS
SIMPSON "HU46" HANGER ''•Y,`
(5) 10d NAILS TO TRUSS
-CDN". B'_OCK.
'I'N.ALL
CONNECT HANGED, TO
O,,PJ 'WALL
X12) 1r 4":,2 '31/4' Sli,?PSON
IIIEi4 SCRE'W'S
L 0 TRUSS TO CMU WALL.
`12MANGER CONNECTION
'3" DP. FLAT GIRDER TRUSS,
OR 15" DP. FLOOR TRUSS
PROVIDE WD. SH,'UIS AS / •
REO'D. TO FILL GAP BTWN.
HANGER AND TRUSS ,
Sli P)UN HU26 OR FI'J26
HANCER'I'1j' (6) 104 NAILS I
TO TRUSS
—CONC. BLOCK
`,'BALL
CONNECT HANCEP, TO
"IMLI ','IAL`_ V! i'
TITEiJ"
SCP
1 TRUSS TO CMU WALL
HANGER CONNECTION
1 st STY. FRAMING PLAN
FRAWING PLAN NOTES:
1. PERK+LANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED IMLL BE DETERh,11NED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BT4�1. TRUSS BOT, CHORDS
W/ (2)-16d COMMONS TOE -MAILED E.A. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ,ALL
GABLE ENDS UNLESS OTHEMNISE SHOWN ON THE PLAN)
4. ,ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE WN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS SEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRO. 'HALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY')
5. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D)
7, BOOR TRUSS TOP CHORD BEARING CONDITION ON 13' DP. GIRDER TRUSS OR BEALL
8. IST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXP31ZE OPENING AT CENTER OF SPAN
10.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W',r (10) 10d NAILS AT EA. VERT. STUD.
11.PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOINN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
ASPHALT SHINGLE ROOF LOADS:
LIVE — 20 PSF.
DEAD — 17 PSF. (T.C. — ? PSF.), (B.C. — 10 PSF.)
CEMENT TILE ROOF LOADS:
LIVE — 20 PSF.
DEAD — 25 PSF. (T.C. — 15 PSF.), (B.C. — 10 PSF.)
DESIGN DATA — WIND LOADS:
• ULTDI,ATE DESIGN WIND SPEEED (Vult) = 140 MPH
• NM-IINAL DESIGN III SPEEED (Vasd) = 108 �,IPH
•RISK CATEGORY = 11
• WIND EXPOSURE = C
• ENCLOSURE CLASSIFICATION = ENCLOSED
• INTERNAL PRESSURE COEFFICIENTS = +/— OAS
• CO+IPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D-1
FLOOR LOADS:
LIVE — 40 PSF.
DEAD — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.)
1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON—CONCURRENT
BOTTOM CHORD LIVE LOAD.
2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED
STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE
LOAD
LATEST REVISION
DATE TO MASTER:
3112113
— GABLE END FLR. TRUSS
O
/
OR LAM. BEAh;i PER PLAN
cm
PARRALLEL TO '',NALL
-
SETBACK FACE OF
TRUSS OR 3E41 1; 2'
FROM FACE OF BLOCK
CMU 'hALL
cu
SIMPSON 'HE IA20" ANCHOR
4" DIMENSION
TO
AT 24" O.C. MAX. - PROb1DE
Co
SOLID 2:t4 BERT. BLKG. BPk1N, TRUSS TDP
STRAP FROM FACBOT.
E
CH
& DS FOR NAILING
"ALL
OF BLK. 'NALL
FILLNAIL HOLES
TYPICAL FLR. TRUSS BEAM
PARALLEL TO CMU WALL
UPLIFT STRAP CONNECTION
UNLESS OTHERWISE NOTED ON THE PLAN
CIRD'ER TRUSS OR LVL
CONNECTOR VARIES—SEE BE.A!; PER PLAN
PLAN FOR INFORMATIOIN SII,IPSOfJ "H7165"
SIMPSON"LSTAi2" OR QUICK—TIE "LS12' FLAT STRAP /T�
5/8" THREADED ROD
BLK. 'BALL—SET IN
CONNECIING EA. 2ND STY. STUD 10 GIRDER TRUSS OR EFOY` FILLED HOLE
BEAM. CENT R STRAP ON BOT. OF TRUSS OR BEAh,I Yi MIN. Eh,IBED
ILL' ALL NAIL HOLES
4ND STY FRAME `ALL TO GIRDER
I
OR BEAM 'STRAP CONNECTION
CONC.
BLK.
WALL
16" DP. FLOOR
TRUSSES V,," MID
SPAN BRC. FILL
ALL NAIL HOLES
SIh,6PSOfd 'H' -ETA
AT EA.. FLR. TRUSS -
FILL ALL PJAIL HOLES
FLR. TRUSS TO CMU WALL
STRAP CONNECTION
j�
MID SPAN BEARING CONDITION
3 PLY 15" DP
-LAT GIRDER TRUSS
SIMPSON "LGT3—SD'52.5" YI
(21)15d SINKERS TO COLWA.1,1 &
(12) SDS 1/4:'x2 1;2' xI
SCRE',I,'S TO GIRDER)
3.5"x5 Dk
COLUI,IN , t
SIMPSON "H T T 16HOLDDO N,'
9'B! 5 8" THREADED ROD TO
SLAiSET IN EPDXY FILLED
i 1
HOLE 'll�+� 5' WN. EI'.1BED J
FILL A,LL NAIL HOLES
GIRDER TRUSS TO
`12f COLUMN T'0 SLAB CONNECTION
CVL BEAhI OR C':RDER
TRUSS
PER PLAN
C0NC. BLOCK 'NALL
SI41FS06J "HT116" HOLDDO'NN
q'i D i IHPEADED ROD TO
BLK ',NAIL SET N EPDXY FILLED
HOLE 'W 5" MIN. EI,iBED
TILL ,ALL NAIL HOLES
BEAM IGIRDER TRUSS
TO CMU WALL
STRAP CONNECTION
16' D.P. ELAT GIRDER TRUSS
OR 16' DP. FLOOR TRUSS
FR MDE Yn, SIMMS AS
REQ'D. TO FILL G.AP BP,IN
HAidGER AND TRUSS
SIMPSON "HU46" HANGER ''•Y,`
(5) 10d NAILS TO TRUSS
-CDN". B'_OCK.
'I'N.ALL
CONNECT HANGED, TO
O,,PJ 'WALL
X12) 1r 4":,2 '31/4' Sli,?PSON
IIIEi4 SCRE'W'S
L 0 TRUSS TO CMU WALL.
`12MANGER CONNECTION
'3" DP. FLAT GIRDER TRUSS,
OR 15" DP. FLOOR TRUSS
PROVIDE WD. SH,'UIS AS / •
REO'D. TO FILL GAP BTWN.
HANGER AND TRUSS ,
Sli P)UN HU26 OR FI'J26
HANCER'I'1j' (6) 104 NAILS I
TO TRUSS
—CONC. BLOCK
`,'BALL
CONNECT HANCEP, TO
"IMLI ','IAL`_ V! i'
TITEiJ"
SCP
1 TRUSS TO CMU WALL
HANGER CONNECTION
1 st STY. FRAMING PLAN
FRAWING PLAN NOTES:
1. PERK+LANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING
REQUIRED IMLL BE DETERh,11NED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS.
2. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER.
3. INDICATES #2 SYP OR BETTER 2x4 BLKG. AT 48" O.C. BT4�1. TRUSS BOT, CHORDS
W/ (2)-16d COMMONS TOE -MAILED E.A. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ,ALL
GABLE ENDS UNLESS OTHEMNISE SHOWN ON THE PLAN)
4. ,ALL OVERHANGS TO BE 12" UNLESS OTHERWISE NOTED ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE WN. (2)-10d TOE -NAILED COMMONS AT EA. TRUSS SEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRO. 'HALLS. (ADDS 150 LBS UPLIFT CAPACITY TO STRAP CAPACITY')
5. ALL INTERIOR FRAME BEARING WALLS SUPPORT GRAVITY LOADS ONLY (NO UPLIFT CONNECTORS
REQ'D)
7, BOOR TRUSS TOP CHORD BEARING CONDITION ON 13' DP. GIRDER TRUSS OR BEALL
8. IST STY. OR 2ND STY. PLUMBING WALL, TOILET, OR FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES - MAXP31ZE OPENING AT CENTER OF SPAN
10.PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W',r (10) 10d NAILS AT EA. VERT. STUD.
11.PROVIDE 2x4 LEDGER AS REQ'D. FOR FLOOR DECK NAILING.
12.ALL GIRDERS SHOINN SINGLE PLY. FOR CLARITY - SEE TRUSS ENGINEERING FOR REQUIRED NUMBER
OF PLIES.
DESIGN LOADS:
ASPHALT SHINGLE ROOF LOADS:
LIVE — 20 PSF.
DEAD — 17 PSF. (T.C. — ? PSF.), (B.C. — 10 PSF.)
CEMENT TILE ROOF LOADS:
LIVE — 20 PSF.
DEAD — 25 PSF. (T.C. — 15 PSF.), (B.C. — 10 PSF.)
DESIGN DATA — WIND LOADS:
• ULTDI,ATE DESIGN WIND SPEEED (Vult) = 140 MPH
• NM-IINAL DESIGN III SPEEED (Vasd) = 108 �,IPH
•RISK CATEGORY = 11
• WIND EXPOSURE = C
• ENCLOSURE CLASSIFICATION = ENCLOSED
• INTERNAL PRESSURE COEFFICIENTS = +/— OAS
• CO+IPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D-1
FLOOR LOADS:
LIVE — 40 PSF.
DEAD — 15 PSF (T.C. — 10 PSF.), (B.C. 5 PSF.)
1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSF NON—CONCURRENT
BOTTOM CHORD LIVE LOAD.
2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR ATTICS WITH LIMITED
STORAGE AND PROVIDE NOTATION ON PROFILES REQUIRING ADDITIONAL LIVE
LOAD
LATEST REVISION
DATE TO MASTER:
3112113
'O
J
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DI fIENSIONS
ONLY,ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
1
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CONSTRUCTION SHALL BE
PER INDICATED DI fIENSIONS
ONLY,ANY DISCREPENCIES
TO BE REPORTED TO MA
HOMES FOR CLARIFICATION!
1
n I
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n
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MrI oRLANDo
INDICATES AREA WITH 7116" FIRE RETARDANT TREATED
MOOD ROOF SHEATHING -
INDICATES AREA WITH 711611 FIRE RETARDANT TREATED
FOOD ROOF SHEATHING-
v i V! 1 11 V 1 14 1 1 L.J v 1. 1 1 L., .. — . .. . —
" '.E K.O. BLOCKS
) #5 ? EA. COURSE
0 4" TITEN HD
2 11/2"SDS SCREWS
R
-1111 —I LGU61a,0 HANGER
(=1 � #1 GIRDER TRUSS
"-)CONNECTION DETAIL
9,IPSON "H-10" TIE AT EA. TRUSS -
FILL ALL HOLES yt,TH 8d x 1 1; 2" P1,AILS
11) '^H-10" STRAP FOR UPLIFTS LIP TO 850 LBS.
I l
"f,1512" STRAPS FOR UPLIFTS BTViN. 360 AND 1720 LBS.
ADD'L. STRAP TO BE
INSTALLED ON OPPOSITE
SIDE OF TRUSS
PRE-ENGINEERED ROOF
TRUSS OR CONY.
FRAI,IED RAFTER
CONT. DBL. FRA IE BEARING INALL,
2x TOP PLATE j BEA" -,I, OR GIRDER TRUSS
TYPICAL TRUSS TO FRAME WALL,
SEAM, OR FLAT (GIRDER TRUSS
UPLIFT STRAP CONNECTION
UNLESS OT~IER41I'SE NOTED ON THE PLAN!
SEE P(PICAL 'GALL SECTION FOR PLATE TO STUD C0101NECTION
UPLIFT LOAD R' E'IENITS OBTAINED FROI,I SEALED
ENGINEERING DRAWINGS FROIJ TRUSS 'LANUF.
Roof Girder Connector Schedule
I
3112/13
Max.
Max.
Plan
Connector
rill
Uplift
Gravi
Mark Manuf.
Model No.
Qty.
Load
Load
Fasteners 1 Remarks
1
SIMPSON
MTS12
2
1720
��
�M®
(14) 10d x 1-1/2" EA.
2
SIMPSON
LGT2
1
1785
(14) 16d SINKERS AT WALL
0
opo
� z
�L U oC/)w�
LLJ�0or-�
o0E—CD
�I— =cn�
Q LLI = o
U a -a
.ems (D 0 M
C> LL—LU C -,i V—
m
(16) 16d SINKERS AT GIRDER
3
SIMPSON
1
3330
{1} 5I8" DIAM. BOLT & (22)-10d
ql Rf
—MGT— —
HDU4
1
3600(10)
_ _
- 114" x 2 1/2" SDS SCREWS
I
g��I
fl�LJ
F— -[--j
m
6)- TITEN 114" x 2 3/4" TO CMU
4
SIMPSON
HU28
1
575
2450
4 10d x 1 1/2" TO TRUSS
O C/)
! 2�- TITEN 114" x 2 314" TO CMU
5
SIMPSON
HU28-2
1
1085
4350 —
(6) 10d TO TRUSS
Krf -
t�
1�
13 of 14
M/I ORLANDO
8L- TITEN 1!4" x 2 314" TO CMU
6
SIMPSON
HU410
1
1810
5085 -Cl
l10 1 Od TO TRUSS
8 TITEN HD 3!8" x 4" TO CMU
7
SIMPSON
LGUM410
1
3575
9620
8 1—/4"—x 2-112—" SDS SCREWS
8
SIMPSON
I-/7716
1
3480
I (1)518" DIAM. BOLT TO CMU _
OR'------
----
-- 18 16d TO STUD
I
g—TITEN 1!4"x23/4"TO CMU
� �
lv1STCM40
1
; 3300
(22) 16d SINKERS TO STUD
2nd STY. FRAMING PLAN- B
FRAMING PLAN NOTES:
1. PERMANENT OR TEMPORARY BRACING OF TRUSSES SHALL BE PER HIB91. ANY 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 20 BLK'G. AT 43" O.C. BTWN. TRUSS BOT. CHORDS W/
(2)-16d COMMONS TOE—NAILED EA. SIDE. (TYP. AT 1ST (4) TRUSS BAYS AT ALL GABLE ENDS
UNLESS OTHERWISE SHO'NN ON THE PLAN)
4. ALL OVERHANGS SHALL BE 12" UNLESS NOTED OTHERWISE ON FRAMING PLAN OR ELEVATIONS.
5. PROVIDE MIN. (2)-10d TOE—NAILED COMMONS AT EA. TRUSS BEARING BOTTOM CHORD TO TOP
PLATE AT ALL FRAME BRO. 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 BE41.
S. 1ST STY. OR 2ND STY. PLUMBING WALL OR TOILET FLOOR FITTING.
9. PROVIDE AC DUCT RUN THRU FLOOR TRUSSES — MAXIMIZE OPENING AT CENTER OF SPAN
10. PROVIDE 2x12 LEDGER (BOTTOM AT TRUSS BRG. HT.) W,/ (10) 10d NAILS AT EA VERT. STUD.
11. PROVIDE 2x4 LEDGER, AS REVD. FOR FLOOR DECK NAILING.
12, SEE TRUSS ENGINEERING FOR REQUIRED NUMBER OF TRUSSES 9 GIRDERS
13. PROVIDE MIN. 2 STUDS Q GIRDER TRUSS LOCATIONS.
DESIGN LOADS:
ASPHALT SHINGLE ROOF LOADS:
LIVE - 20 PSF.
DEAD - 17 PSF. (T.C. - 7 PSF.), (D.C. - 10 PSF.)
CEMENT TILE ROOF LOADS:
LIVE - 20 PSF.
DEAD - 25 PSF. (T.C. - 15 PSF.), (B.C. - 10 PSF.)
DESIGN DATA - WNi D LOADS:
• ULTIMATE DESIGN WIND SPEEED (Vult) = 140 MPH
• NOMINAL DESIGN WIND SPEEED (Vasd) = 103 MPH
• RISK CATEGORY = II
• WIND EXPOSURE = 0
• ENCLOSURE CLASSIFICATION = ENCLOSED
• INTERNAL PRESSURE COEFFICIENTS = +/- 0.13
• COMPONENTS & CLADDING PRESSURES = REFER TO TABLE SHEET D-1
FLOOR LOADS:
LIVE - 40 PSF.
DEAD - 15 PSF (T.C. - 10 PSF.), (B.C. 5 PSF.)
1. NOTE: TRUSSES SHALL CARRY ADDITIONAL 10 PSE NON -CONCURRENT
BOTTOM CHORD LIVE LOAD.
2. TRUSS DESIGN TO INCLUDE 20PSF LIVE LOADS FOR AiiICS INITH LIMITED
STORAGE AND PROVIDE NOTATION ON PROFILES REWIRING ADDITIONAL LIVE
LOAD
LATEST REVISION
DATE TO MASTER:
3112/13
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CONSTRUCTION SHALL BE
PER INDICATED DINIENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO N-1/1
HOMES FOR CLARIFICATION!
Krf -
t�
1�
13 of 14
M/I ORLANDO
Design N as
Bearing ll 411ating-2 sating -2 4 R.
p :Riff '[Z!•JI Ott '�•S."4'S � -��� -
€ - ;,p -r � L ��aS .� k� ' �. z� 3 .• 7 �' :, 4 t ' �`Fd. ` �. � I �-' . .. i . t 3 F � � •L y �•
l r
9 !� 5-
X13 e �
Irt.� .
E "
tic`; [
.t -[Ismcrat e desi gr -5, Cs -1 c od • -,2 (: ,he
dee Ca- TmYetO S _ -5 [0,7�2go- J P34 Est ofoUgible Fw!nu� a Ter-5
, r- "Ic0s taild ips fj V e -d of me ftua. rr not N 3,18 in e 1! i dc, [if A G I
thm 3
n 2--J, artot more than 3-1,1;, r a -o 'Le -a rp Aar; saan .1 Paft
p r- ce:Tw,- -F p acn �y ;�(�i and rtat mre than 50 pjemwt ;.
hVdr 1i ed Limp ft.-ceme1t v. dump).. Vv1ti
6rltu d .mom stmo or Gypsam pla Add 1/2 hr =tc t &I-
catkI7 Tf :Lead. W-fief'clan, bus Ae mte rabars are -fi-an-jad in waL4 piastpu
r horn musibeapp-led, ion the I iiGframifig to ad is ate_
t
vpvidd dq INs .. t ry rm-s water re dr
, k a� u b1�, r ' c-�r-na treated e`r l�� �
PCidu"L ,I.tl add. by to c- s i fi catico.
..i, 1 11' -�11 � 1thid, max, 4 ftvvide
5 hur., � Ir cathed tD oorcretsL tks otam 1).
I the A Classiffcatima Warkinga
FORM & POUR RAKED
HE BEAM
(1)#5 BAR CONT.V+/
a 2" CLEARANCE TYP.
° a �
j SiE BLOCK WALL AS REQUIRED TO
� �o > > REQUIRED
MAINTAIN MIN. 3" DEPTH FOR
° a RAKE TIE BEAM
as /
° i ° ° 30" LONG 25 BAR -
2" CLEARANCE FROM BOT. OF
<°° a `� OVERHANG
10 1/21
BEND BAR ENDS
° � �� Q TO ilE TOGETHER
"
I
i /i i j' SAWCUT OUT BLOCK
j ✓ ji END CELL FACE TO
INCREASE POUR DEPTH
AT CENTEP, OF WALL
AT OVERHANGS
I UA
V8x3xl5 CONC. KNOCKOUT BLK. COURSE BOND BEAM
FILL SOLID 1Nj` CONC. & (1)45 BAR CONT. Sx8x16 BLOCK WALL PER PLAN
VERTICAL REINFORCED BLOCK CELL - FILL SOLID W/ CONC.
& (1)#5 BAR CONT. FROM FTG. TO TOP OF RAKE TIE BEAM
8 RAKE TIE BEAM DETAIL
Q4 5,/„_V_0„
SIDE TO SIDE
5:12 SLOPE TO TOP OF a
RAKE TIE BEAM '
a
J
SEE PLANS FOR LOCATION OF
° I VERTICAL REINFORCED BLOCK CELLS -
SPRING POINT 12 °°_J FILL SOLID W/ CONC. & 1#5 BAR CONT.
FOR 5:12 SLOPE5 j e �J FRIOIl FTG. TO TOP OF RAKE HE BEAM
RAKE TIE BEAM 2'-0”
Q �/I��I/1��1I�1/11/11%1%�111�
e
FORMED & POURED
OVERHANG
INDICATES DOUBLE 8x8x15 CONC. KNOCKOUT BLOCK COURSE
GOND BEAM - FILL SOLID 1V/ CONC. & 2#5 SARS CONT.
TOP OF SLAB +0'-0' (REF. ELEV.
12 INDICATES FORMED AND POURED
` ° 5 RAKE TIE -BEAN{ MIN. 8" DP.
VVI' 1 #5 BAR CONT,
d s
/tea/ ,I ,
INDICATES SINGLE Mx16 CONC. 'KNOCKOUT BLOCK COURSE
BOND B - FILL SOLID W/ CONC. & 1#5 BAR CONT,
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
FILL SOLID W/ CONC. & 1#5 BAR CONT.
FROM FTG. TO TOP OF RAKE TIE BEAM
INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID IN/ CONC. & 2#5 BARS CONT.
SEE PLANS FOR LOCATION OF
VERTICAL REINFORCED BLOCK CELLS -
FILL SOLID W/ WNC. & 1�,5 BAR CONT.
FROM FTC. TO TOP OF RAKE TIE BEAM
TOP OF SLAB +0'-0" ( REF. ELEV.
, SEPARATION WALL ELEVATION B"TWN. UNITS ----B & "A"FROM LEFT SIDE
INDICATES FORMED AND POURED ; a
RAKE TIE -SEAM MIN. 8" DP. 44
W/ 1#5 BAR CONT.
SEE PLANS FOR LOCATION OF
)+LERTIC'AL REINFORCED BLOCK CELLS -
SP
ik , POINT 12 °° FILL SOLID IN/ CONC. & Jr5 BAR CONT.
FOR 5:12 SLOPE 5 e FROM FTG. TO TOP OF RAKE TIE BEAM
RAKE 71E BEA!.f 2' O"
:�//�/1T1// T1T1T1T1 T1�TT1��i�T1T����
FORMED & POURED
ro
INDICATES DOUBLE 8x&16 CONC: KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID IN/ CONC. & 2#5 BARS CONT.
TOP OF SLAB +0'-0" (REF. ELEV.
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP,
IN/ 1#5 BAR CONT,
ro
I O
� I
SINGLE 8x8x16 CONC.
KNOCKOUT BLOCK COURSE-
BOND
OURSEBOND SEAM - FILL SOLID 11
ro W/ CONC. & 1#5 BAR CONT.
co
12 SPRING POINT
5 FOR 5:12 SLOPE
2'-0" RAKE TIE BEAM
d
�/1�T1T1T�11/��T1T1T111
INDICATES SINGLE 3x8x16 CONC. KNOCKOUT BLOCK COURSE
FORMED &POURED
BOND SEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT.
OVERHANG
INDICATES DOUBLE 8x8x15 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - HILL SOLID W/ CONC. & 2,',5 BARS CONT,
TOP OF SLAB +0'-0" (REF. ELEV.
0
: `• SEPARATION WALL ELEVATION BTWN. UNITS "B" & "B" AND "C" 8 "B" FROM LEFT SIDE
SPRING POINT
FOR 5:12 SLOPE
RAKE ilE SEAh,I
FORMED & POURED
O�itRHANC
ro
SIDE TO SIDE
INDICATES FORMED AND POURED 5:12 SLOPE TO TOP OF
RAKE TIE BEAN
RAKE TIE -BEAM MIN. 8" DP, 7'-5 13/16
W/ 1#5 BAR CONT.
a<
--
—a ----a —a --
SEE PLANS FOR LOCATION OFId
12 VERTICAL REINFORCED BLOCK CELLS -
5 FILL SOLID W/ CONC. & 1#5 BAR CONT.
FROM FTC. TO TOP OF RAKE TIE BEAM
INDICATES FORMED AND POURED
RAKE TIE -BEAM MIN. 8" DP,
W/ 1#5 BAR CONT.
9'-11 1/4'
�T1Z%�1/�T11711 T1/11T1 T1T11/ .�T1T1T1T1T� T1T1T1�
INDICATES DOUBLE 8xW6 CONC. KNOCKOUT BLOCK COURSE
SOND BEAM - FILL SOLID W1 CONC. & 2#5 BARS CONT.
TOP OF SLAB +0'-0" (REF. ELEV.
INDICATES SINGLE Mx16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID W/ CONC. & 1#5 BAR CONT.
SPRING POINT
FOR 5:12 SLOPE
g 2'-0" RAKE 11E BEA41
INDICATES DOUBLE 8x8x16 CONC. KNOCKOUT BLOCK COURSE
BOND BEAM - FILL SOLID 'N/ CONC. & 2#5 BARS CONT.
TOP OF SLAB +0'-0" (REF. ELEV.
3
SEPARATION WALL ELEVATION BTWN, UNITS "C" & "B" - ELEV. A
FORMED & POURED
OVERHANG
o \
I
co o
12
4
°
co
o
SPRING POINT FOR
5:12 SLOPE
RAKE TIE BEAM
FORT+IED & POURED
OVERHANG
SPRING POINT FOR
5:12 SLOPE
RAKE TIE BE41
`FORMED & POURED
OVERHANG
SINGLE Mx16 CONC.
KNOCKOUT BLOCK COURSE
BOND BEA41 - FILL SOLID
W/ CONC & 1#5 BAR CONT.
LATEST REVISION
DATE TO MASTER:
3/12/13
Lu
0 CO
J C/)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MSI
HOMES FOR CLARIFICATION!
° I1
°
°
°
Mil ORLANDO
O
o
CO
00
MzF-as
�
U
�o��
ca
W
=
I_--
= cj
Q
U
Q o
C -q
� z
O
Q
LL C/)
LLI m
Q
r cN
Lu
0 CO
J C/)
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED DIMENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO MSI
HOMES FOR CLARIFICATION!
° I1
°
°
°
Mil ORLANDO
I
TP,ANSOIM WDW.
I- - - - - - - - -
---------�
DBL. SINGLE HUNG INDIN.
OR DOOR
7'-0" MAX,
MASONRY OPENING WIDTH
CONNECT HANGER IN/ (4)1/4"x2 3/4"
MASONRY SCREWS INTO EA. BLOCK J.AldB
AND (4)16d NAILS INTO HEADER
1 2x4 ACROSS FRONT (ALIGN
l FLUSH W/ BLOCK FACE) CONNECT
= W/ (2)10d NAILS AT 12" O.C.
(6" FROM EA. ETD)
EXTERIOR
FACE
SIMPSON "HUS26-2"HANGER-OP,IEIlT-Z
HORIZONTAL OR VERTICAL
(2)2x6 LAID FLAT -NAIL TOGETHER
IN/ (2)8d NAILS AT 6" O.C.
BLK. JAMB
1 1/2" MIN. EDGE
DISTANCE FOR
MASONIRY SCREWS
IINTERIOP,
FACE
HANGER W/
HORIZONTAL
ORIENTATION
WOOD HEADER BTWN, WDWS, OR VD°,/DOOR
1. MAXIMUM DESIGN PRESSURE 45.3 PSF FOR ANY DOOR OR VlDW.
2. INSTALL WDVI. AND DOOR SCREVI ANCHORS INTO HEADER PER
WDW. OR DOOR, INSTALLATION DETAILS.
ROOF TRUSS OR 2x4 BLKG. CONC.
AT 24" O.C. BT',VN, TRUSSES BLK. WALL
G.S.B. SHEATHING
IN/ 8d AT b O.C.
^x1 CONT. VV/ (2) lOd 2x4 BLKG. AT 24" O.C.
AT EA. TRUSS OR BLKG. (2) 10d AT EA. 2x4----,.,-
2x4
x4----,.,2x4 AT 24' O.C.
2x6 OR 2x8 J
10d AT 12 24 P.T. CONT.
3/16" x 3" MIN. (MASONRY 2x4 P.T. IN/
SCREWS AT 16" O.C. 3/16" x 3" MIN.
MASONRY SCREWS
O.S.B. SHEATHING �# 4T 24" O.C.
r 10d AT 1� O.C. 2x4 P,T, W/ 2 1Od
bb'"' 8d .`,T 6" O.C. 2" O CONC.
HARD CASE SPIRAL
V )lOtl AT EA. �x4 2xb OR 2x8 CONT. NAILS AT 24" O.C. BLK. JAiAEI
HEAD JAMB
POCKET SGD HEAD/JAMB DETAIL
LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPNG.
5" MAX.
SIMPSON SPI
AT 16` O.C.
SIMPSON SP1
AT 16" D.C.-
2x4 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
(1 1/4" MIN. EMBED.) 5" MAX.
(2) 2x4 @
z
o EACH END
Z
v7
C�
CD
�
n
/I
J
C
o 2x4 @
m
16" O.C.-
SIMPSON SP1
AT 16" D.C.-
2x4 P.T. - ATTACH
W/ 1/4"x3" MASONRY SCREW
(1 1/4" MIN. EMBED.) 5" MAX.
6 2x4 P.T. - ATTACH 6"
MAX. W/ 1/4"x3" TAPCONS MAX.
(1 114" MIN. EMBED.)
WALL ELEVATION
BLOCK OPENING
al G• I,+.iia
1 1/2" MIN. EDGE
DISTANCE FOP,
MASONRY SCREV'JS
(2)2x6 HDR.
CTR. ON JAMB
FURR OUT AS REO'D.
HANGER W1
VERTICAL
ORIENTATION
ALL BLK. CELLS ABV. LINTEL
TG BE CONIC. FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG.,
2x3 P.T. FROM BOT. OF LINTEL TO
TOP OF 'NALL - CENTER ON OPNG.
FASTEN TOBLOCK','I/ i/2" J -BOLT
W/r „ SO. WASHER
r
0
2x4 SPF
z
L`
o0�f
OF ARCH W/ (2)104
NAILS AT EA,
=
L 7� U
n
/I
w
EC D
7/,
o�
ATTACH TO BLK.
26 OR 2x4 P.T. W/ CONC, NAILS AT
W/ 1/4"x3" MASONRY
W
12" O.C. ACROSS TOP OF OPNC.
CD Q
(i 1/4" IMIN. E,~,IBED.)
O.S.B. SHEATHING W1 8d
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
NAILS @ 6" O.C. (EDGE),
+ ...h 1.
EXTEND JAb16 11" MIN. �
C
+16.0 or -25.1 +16.0 or -7a9
ABV. OPNC. - ED)CE
CD __J
@ 16" O.C.
2,6 P.T. BUCK AT GARAGEDOOR J,AMSS NISI
_START OF ,ARCH _
4' MAX. RAD.
ROOF 2 +16.9 or -06.7 +16.1 or -44.6 +15.0 or +16A or .4D.9 +16.0 or -39.2
FASTEN TO BLOCK 4+J/ i/2" DIA X 6" J -BOLTS
ro
+15.0 or -349
OR �' X6" "REDHEAD" TYPE EXPANSION 30LTS
Q¢�
}
AT �4" O.C. MAX. Wr' 2" SQ. l,VASHERS
0
^
AT EA. SIDE OF OPN`C.
+16.0 or -54.2
GARAGE DOOR MASONRY OPENING
WALL 4 +'<9.4 0: -31.8 -23.5 or -31.1 +23.0 or -30.5 +27.3 or -29.7 +26.7 or -29.2
+25.3 or -'5-3 +25.9 or X3.5
+25.5 or -23.1 X75.1 or X7.9
+25.2 or -27 �
+25.0 or -?7.5
-D
� o
WALL 5 +29.4 or -39.3 +26.5 or -37.8 +28.0 or -36.7 +27.3 or
1 Od x 31.
N
�
1 Dd X 31. OR
SILL / MULL
3
m
6 2x4 P.T. - ATTACH 6"
MAX. W/ 1/4"x3" TAPCONS MAX.
(1 114" MIN. EMBED.)
WALL ELEVATION
BLOCK OPENING
al G• I,+.iia
1 1/2" MIN. EDGE
DISTANCE FOP,
MASONRY SCREV'JS
(2)2x6 HDR.
CTR. ON JAMB
FURR OUT AS REO'D.
HANGER W1
VERTICAL
ORIENTATION
ALL BLK. CELLS ABV. LINTEL
TG BE CONIC. FILLED
PRECAST LINTEL PER PLAN
ACROSS OPNG.,
2x3 P.T. FROM BOT. OF LINTEL TO
TOP OF 'NALL - CENTER ON OPNG.
FASTEN TOBLOCK','I/ i/2" J -BOLT
W/r „ SO. WASHER
x
r
0
2x4 SPF
U =
OF ARCH W/ (2)104
NAILS AT EA,
=
ro
n
/I
n
EC D
7/,
x
ATTACH TO BLK.
26 OR 2x4 P.T. W/ CONC, NAILS AT
W/ 1/4"x3" MASONRY
W
12" O.C. ACROSS TOP OF OPNC.
S0 60
(i 1/4" IMIN. E,~,IBED.)
O.S.B. SHEATHING W1 8d
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
NAILS @ 6" O.C. (EDGE),
+ ...h 1.
EXTEND JAb16 11" MIN. �
N
+16.0 or -25.1 +16.0 or -7a9
ABV. OPNC. - ED)CE
01)
@ 16" O.C.
2,6 P.T. BUCK AT GARAGEDOOR J,AMSS NISI
_START OF ,ARCH _
4' MAX. RAD.
ROOF 2 +16.9 or -06.7 +16.1 or -44.6 +15.0 or +16A or .4D.9 +16.0 or -39.2
FASTEN TO BLOCK 4+J/ i/2" DIA X 6" J -BOLTS
ro
+15.0 or -349
OR �' X6" "REDHEAD" TYPE EXPANSION 30LTS
_
}
AT �4" O.C. MAX. Wr' 2" SQ. l,VASHERS
+16.0 or 36.7 +16.0 or -57.5
^
AT EA. SIDE OF OPN`C.
+16.0 or -54.2
GARAGE DOOR MASONRY OPENING
WALL 4 +'<9.4 0: -31.8 -23.5 or -31.1 +23.0 or -30.5 +27.3 or -29.7 +26.7 or -29.2
x
SIZE/SPECIES
0
2x4 SPF
U =
OF ARCH W/ (2)104
NAILS AT EA,
o �
2x4 SPF
N
2x4 SPF
Q
EC D
2x4 P.T. FURRING
2x6 SPF
ATTACH TO BLK.
2x6 SPF
W/ 1/4"x3" MASONRY
PROVIDE TAPCON
SCREW
S0 60
(i 1/4" IMIN. E,~,IBED.)
O.S.B. SHEATHING W1 8d
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
NAILS @ 6" O.C. (EDGE),
INSTALLATION DETAILS
I2" O.C. (FIELD)
+16.0 or -25.1 +16.0 or -7a9
2x4 STUDS
+15,0 or -23.5
@ 16" O.C.
X
� Q
_START OF ,ARCH _
4' MAX. RAD.
WALL STBK. PER
PKT. SGD. N4,A4UF.
GARAGE DOOR DETAIL
z s
JAMB I HEAD DETAIL
FRAME WALL AT POCKET SGD BLOCK OPENING
LOCATIONS WHERE POCKET SGD TRACK IS BELOW PRECAST LINTEL
BLOCK JAMB/HEAD
2x4 P.T FURRING
I/4 "xJ iASONIRY
SCREW i1-1/4" MIN.
EMBED)
10d NAILS @ 6" O.C.
2x4 P/V @ TOP
AND 5IDL-S OF
BLK. OPNG.
BLOCK HEADED
2x4 45d DIAGONAL
BRACE(S)
BUILT UP PLIND. OR
NIASONITE BUCK -SCRIBE
- Lx4 UK JbL. 1X4 JUlK - UUNNLI l
A. TO BLOCK W/ 3/16"x3" TAPCON (1
/4" MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCKS i
8d NAILS AT 8" O.C.
AT BUCK
16" OSB
SECTION
A -A
3/16"4" TAPCONS
MAX.
2x4 45d DIAGONAL
BRACE AT EA. FACE
BAC(SIDE TO FIT ARCH-
SIZE/SPECIES
ARCH PANEL Z� (4)10d NAILS INTO EA.
2x4 SPF
16" OC 8'4"
OF ARCH W/ (2)104
NAILS AT EA,
DESIGN WIND LOAD PRESSURE (PSE) -EXPOSURE "C"
2x4 SPF
2x4 BRACE,,/BLKG._/
2x4 SPF
12" OC 10'-0"
EC D
LOCATION ZONE COMPONENT EFFECTIVE AREA
2x6 SPF
2x4 SOLID BLKG. (FULL WDTH OF WALL)
2x6 SPF
16" OC 14'-0"
PROVIDE TAPCON
10 15 ZD 3Q
S0 60
70• SFJ
�,
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
'IffiHIN 4" MIN, OF
INSTALLATION DETAILS
ROOF 1 +16.9 or -26,9 +15.1 or -26.4 +16.0 or -: 5.1 =16.0 or -257 +£EA or -25.4
+16.0 or -25.1 +16.0 or -7a9
+15.0 er-24.8 +16.0 Or -24.5
+15,0 or -23.5
+16.0 or -24.4
VV
-
_START OF ,ARCH _
4' MAX. RAD.
ROOF 2 +16.9 or -06.7 +16.1 or -44.6 +15.0 or +16A or .4D.9 +16.0 or -39.2
+16.0 or+16.0 or -37.1
+16.0 or -36,3 +16.0 0,36.6
+15.0 or -349
+15.0 Or -34.3
2x6
}
ROOF 3 +16.9 or -69.1 +16.1 -66.5+16.0 or -64.6 +i6.D or -6L0 +16.0 Or -60.1
+16.0 or 36.7 +16.0 or -57.5
+16A or -55.5 -16.0 or -557
+16.0 or -5�.9
+16.0 or -54.2
WALL 4 +'<9.4 0: -31.8 -23.5 or -31.1 +23.0 or -30.5 +27.3 or -29.7 +26.7 or -29.2
+25.3 or -'5-3 +25.9 or X3.5
+25.5 or -23.1 X75.1 or X7.9
+25.2 or -27 �
+25.0 or -?7.5
-D
Q�
WALL 5 +29.4 or -39.3 +26.5 or -37.8 +28.0 or -36.7 +27.3 or
1 Od x 31.
SILL / MULL
1 Dd X 31. OR
SILL / MULL
OPNG,
1/Y' DIA. BOLT
SINGLE WDW. OR
MULTIPLE SIDE
@ 16" O.C.
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
STACKED WDW.
BY SIDE WDWS,
NOTES
WI MULL BTWN,
0
1. Values shown are based on allowable stress design using 140 miles per hour,
xI
Exposure C, Enclosed condition, importance Factor of 1.0.
_
WDW. OPNC. LOCATIONS
WDW- OPNG,
2. Positive values act toward the surface, negative values act away from the surface.
HEIGHT IN HE. -.",D
01
WIDTH
IN HEAD 01
3. Manufacturing data for components and cladding shall exceed the values shown in this table.
4. Edge pressures noted shall be used for components that are located within eight feet of
EXTERIOR
-351
+26.7 or 34.0 +26.3 or -33.2 2i.9 or -32,5
+25.6
building edges or corners. All other components shall use typical pressure values.
+25.4
or -31.4
+25.2
or -30.9
5. Effectiive Wind Area is defined as the projected surface area for components such as doors
9'xT GARAGE DOOR
40.01" TO 60" A , B
40.01" TO 60"
D , E
and windows. The Effective Wind Area for components such as studs and trusses, and for
60,01" TO 80"
D , F
+25 -nor -'S.3
80.01" TO 100" 1
cladding such as roof and wall sheathing, is defined as the span length multiplied by an
effective width need not be less than one-third the span length.
lE+'xT GARAGE DOOR
+24.0 or X5.5
a 3 2 1 3
1
ROOF NOT SHOM
5
2 1 2 9 1 9
5
4
4
1
5 5
a 3 2 2 3
NALK a
HIP ROOF 7 < 8 <=_ 27
BLOCK HEADED
2x4 45d DIAGONAL
BRACE(S)
BUILT UP PLIND. OR
NIASONITE BUCK -SCRIBE
- Lx4 UK JbL. 1X4 JUlK - UUNNLI l
A. TO BLOCK W/ 3/16"x3" TAPCON (1
/4" MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCKS i
8d NAILS AT 8" O.C.
AT BUCK
16" OSB
SECTION
A -A
3/16"4" TAPCONS
MAX.
2x4 45d DIAGONAL
BRACE AT EA. FACE
BAC(SIDE TO FIT ARCH-
SIZE/SPECIES
ARCH PANEL Z� (4)10d NAILS INTO EA.
2x4 SPF
16" OC 8'4"
OF ARCH W/ (2)104
NAILS AT EA,
CONNECT IP/ 8d NAILS
2x4 SPF
2x4 BRACE,,/BLKG._/
2x4 SPF
12" OC 10'-0"
EC D
INSTALL '!',DW. SCREW ANCHOR 1
2x6 SPF
2x4 SOLID BLKG. (FULL WDTH OF WALL)
2x6 SPF
16" OC 14'-0"
PROVIDE TAPCON
12" OG 15'-0'
INTO .ARCH BLKG. PER-
SPNN. OSB ARCH FACES W/ (2)104 NAILS
�,
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
'IffiHIN 4" MIN, OF
INSTALLATION DETAILS
THRU OSB INTO EA. 2,4
j�
BRACE
SECTION A_A
PROVIDE TAPCON PER WDW. INSTALLATION
VV
-
_START OF ,ARCH _
4' MAX. RAD.
2 4'-Q"
2
6
= C WDW.
B
C
__J B
WDW. WDW. C =
2x6
}
10d x 3"L.
10d x 3"L.
OPNG.
OPNC.OPNG.
SGD OR
4
A
AC
-D
Q�
EXT. DOOR
1 Od x 31.
SILL / MULL
1 Dd X 31. OR
SILL / MULL
OPNG,
1/Y' DIA. BOLT
SINGLE WDW. OR
MULTIPLE SIDE
@ 16" O.C.
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
STACKED WDW.
BY SIDE WDWS,
WI MULL BTWN,
0
WI MULL BTWN, 0
xI
_
WDW. OPNC. LOCATIONS
WDW- OPNG,
LOCATIONS
HEIGHT IN HE. -.",D
01
WIDTH
IN HEAD 01
EXTERIOR
-351
+26.7 or 34.0 +26.3 or -33.2 2i.9 or -32,5
+25.6
ar -319
+25.4
or -31.4
+25.2
or -30.9
+25.0 ar -30.5
9'xT GARAGE DOOR
40.01" TO 60" A , B
40.01" TO 60"
D , E
50.01" TO80" A C
60,01" TO 80"
D , F
+25 -nor -'S.3
80.01" TO 100" 1
D , E , F
lE+'xT GARAGE DOOR
+24.0 or X5.5
BLOCK HEADED
2x4 45d DIAGONAL
BRACE(S)
BUILT UP PLIND. OR
NIASONITE BUCK -SCRIBE
- Lx4 UK JbL. 1X4 JUlK - UUNNLI l
A. TO BLOCK W/ 3/16"x3" TAPCON (1
/4" MIN. EMBEDMENT INTO BLK.) -
SOLID BLKG. AT TOP BTWN.
ARCH BLKG. & BUCKS i
8d NAILS AT 8" O.C.
AT BUCK
16" OSB
SECTION
A -A
3/16"4" TAPCONS
MAX.
2x4 45d DIAGONAL
BRACE AT EA. FACE
BAC(SIDE TO FIT ARCH-
SIZE/SPECIES
ARCH PANEL Z� (4)10d NAILS INTO EA.
2x4 SPF
16" OC 8'4"
OF ARCH W/ (2)104
NAILS AT EA,
CONNECT IP/ 8d NAILS
2x4 SPF
2x4 BRACE,,/BLKG._/
2x4 SPF
12" OC 10'-0"
EC D
INSTALL '!',DW. SCREW ANCHOR 1
2x6 SPF
2x4 SOLID BLKG. (FULL WDTH OF WALL)
2x6 SPF
16" OC 14'-0"
PROVIDE TAPCON
12" OG 15'-0'
INTO .ARCH BLKG. PER-
SPNN. OSB ARCH FACES W/ (2)104 NAILS
�,
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
'IffiHIN 4" MIN, OF
INSTALLATION DETAILS
THRU OSB INTO EA. 2,4
j�
BRACE
SECTION A_A
PROVIDE TAPCON PER WDW. INSTALLATION
VV
-
_START OF ,ARCH _
4' MAX. RAD.
DETAILS OR THRU 1 1/2 THK. OR MORE BUCK
WITHIN 8" MIN, OF START OF ARCH
FRAMEARCH TOP DETAIL
BLOCK OPNG. SHOWN FRAME OPNG. SIN,IILAR (NO BUCK REQ'D. WHEN NO PL },I/D. JOINT AT JAMBS)
2 - 20 OR DBL. 1x4 BUCK -
CONNECT EA. rTO BLOCK W/ 3/16"x3" SECTION
BLOCK HEADE., TAPCON (1 1/4 MIN. EMBEDMENT INTO B B
PROVIDE BLK.)
1 .��VIDE 2x4 171AG. BP,,ACE I` SOLID BLKG, AT TOP BTWN. ��4'-0" 1'-4"
BT,41L SRT. BRACES WHEN HT I ARCH BLKG. & BUCK UTAX. PROVIDE `2) MIN.
OF BRACE EXCEEDS 24" % 1APCON ,,T EA. SIDE
2x4 VERT. BUCK- (11 WITHIN 4°
BRACE(S)Ad BUCK NAILS,AT 8" O.C. ' MIN. OF START OF
ARCH
BUILT UP PLV4D. OR_ 7[16" OSB
MASONITE SUCK -SCRIBE I AITCH PANEL I START OF ARCH
- -
BACKSIDE TO FIT ARCH-
CONNECT IN,/ 8d NAILS
2x4 VERT. AT EA. FACE OF ARCH
„ ���� W/ (3)10d NAILS AT EA. END
J 1
INSTALL 4rDl . . 1
Si„� ANCHOR
INTO ARCH BLKG. PER
-2x4 SOLID BLKG. (FULL WIDTH OF WALL)
INSTALLATION STPI1. OSB ,ARCH ACES W/ (2)104 NAILS
SECTION B -B THRu Dse INTO EA. 2x4
FRAME ELLIPSE ARCH TOP DETAIL
EQ- - - - 4' MAX, RAD.
BLOCK OPNG. SHO%IJN1 FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD, JOINT AT JAMBS)
0
2'
MAX.
GROUT BLOCK SOLID AS
SHOWN - EXTEND GROUT
CONTINUOUS TO THE NEAREST
REINFORCED CELLS BEYOND
THE LOCATION OF THE MAXIMUM
2" BLOCK OVERHANG (FILL TO
BOTTOM OF WNDOW SILL AT
LOCATIONS WHERE SILL IS LESS
THAN 2'-0" ,ABOVE TOP OF SLAB)
OVERHANGING BLOCK REPAIR DETAIL
MAXIMUM WALL HT 1140 MPH 1 EXP C I RISK CAT, it
SIZE/SPECIES
SPACING MAXIMUM HEIGHT
2x4 SPF
16" OC 8'4"
2x4 SPF
12" 00 9'-0"
2x4 SPF
16" OC 9'-4"
2x4 SPF
12" OC 10'-0"
2x6 SPF
15" OC 12'-4"
2x6 SPF
12" OC 13'4
2x6 SPF
16" OC 14'-0"
2x6 SPF
12" OG 15'-0'
NOTE:
HEIGHTS SHOWN IN THIS TABLE ARE BASED ON STUDS BEING ATTACHED
A
TO 1/2 MINIMUM OSB SHEATHING WITH 8d MIN NAILS @ 12" OC
it
INTERMEDIATE SUPPORTS AND 6" OC AT PERIMETER AND 4" OC @
- C fv4AX.
CORNER STUDS. SHEATHING TO BE CONTINUOUS OVER, 3 OR MORE STUDS.
I. w�,HIIVINo rLrt IINU1VII)LI9L YYU4Y. Ut'INU UINILNJIUN NUI INIULLLU kAV. UNNG. UIMLNSIUN
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLA I E OR
EXTERIOR WD. HDR.
SHEATHING� �2) LAYERS OF 7/16" O.S.B. OR
�I� LAYER OF 3/4" PLYWD.
CONNECT 1,V/ (?)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SHEATHING
-2x CRIPPLE STUDS .4T 16"
O.C. BI,'JN. SILL PLATE &
BOT. PLATE 0 R HDP,.
HDR, PLAT
2x HDR. OR SILL PLATE
OR, HDR, JACK
/ATTACH WDW.//DOOR PEP,
MANUF. SPECT'; IC.ATIO1dS
SILL I JAMB 1 HEAD
FRAME WALLOP%
WDW./DOOR DETAILS
TAPCON PER
SCHEDULE
1 3 /J"
�IOdx11
2 AT 21
/
EXT. FACE t)
OF BLOCK O.C. FOP, BUCK BUILT LIP
TO 2/2' THICK
PROVIDE 2x P.T. ,AGAINST OR
BLOCK FOR BUILT UP BUCKS (2)8d x 2 1/2" AT 24"
_'" THICK OR MORE O.C. FOR BUCK RUILT UP
BUILT UP BUCK DETAIL
1i2° THIDK OR VIDRE
THICKNESS 1112" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BN(N. 3,15" DIA. TAPCONS.
BUCK / BLOCK - TAPCON LENGTHMUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH' I i/4" DdBEMEIT INTO
OVER BLOCK BLOCK JAMSB / HEAD
INSTALL WDIN./ODOR SCREW �DRYI,9ALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL','JDi'J.%DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL .ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
-
-MIN. 2 1,12" MADE BUCK -
CAULK BTiIrN' MAXIMUM BUILT UP
BUCK /BLOCK - THICKNESS MUST BE LESS
THAN i 1/2" CONNECT IN/
CEMENT FINISH / �j SPIRAL NAILS AT 16" O.C.
OVER BLOCK / II i ( DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121'
CLEMENT FINISH ATTACH INDW. %DOOR PER
OVER BLOCKMANUF. SPECIFICATIONS
PRECAST
CONC. SILL
I SILL '
BLOCK WALL OPNG.
WDWJDOOR BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
FASTENER SCHEDULE FOR
TAPCON INSTALLATION ANCHOR CHART
BUILT UP STUD COLUMNS
FOR BLOCK OPNCS. W/ BUCKS 1 1,/2" THICK OR GREATER
WIDTH
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
WIDTH WIDTH
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
WIDTH
D F E F D
D E D D E D24"
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1".
O.C. 8"
# OF NAILS
NUMBER OF PLY'S
(2) PLYS
3
VAX. ( MAX.
A .,
A
„ A
it
10d x 31.
- C fv4AX.
C
h,1AX C
2nd FLOOR Ft ROOF
3'-0"
2
1
2 4'-Q"
2
6
= C WDW.
B
C
__J B
WDW. WDW. C =
2x6
}
10d x 3"L.
10d x 3"L.
OPNG.
OPNC.OPNG.
SGD OR
4
A
AC
-D
Q�
EXT. DOOR
1 Od x 31.
SILL / MULL
1 Dd X 31. OR
SILL / MULL
OPNG,
1/Y' DIA. BOLT
SINGLE WDW. OR
MULTIPLE SIDE
@ 16" O.C.
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
STACKED WDW.
BY SIDE WDWS,
WI MULL BTWN,
0
WI MULL BTWN, 0
xI
_
WDW. OPNC. LOCATIONS
WDW- OPNG,
LOCATIONS
HEIGHT IN HE. -.",D
01
WIDTH
IN HEAD 01
EXTERIOR
DOOR
UP TO 40" AUP
TO 40"
D
OPENINGS 0
40.01" TO 60" A , B
40.01" TO 60"
D , E
50.01" TO80" A C
60,01" TO 80"
D , F
80.01" TO 100 A , B , C
80.01" TO 100" 1
D , E , F
I. w�,HIIVINo rLrt IINU1VII)LI9L YYU4Y. Ut'INU UINILNJIUN NUI INIULLLU kAV. UNNG. UIMLNSIUN
2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C.
2x HDR. PLA I E OR
EXTERIOR WD. HDR.
SHEATHING� �2) LAYERS OF 7/16" O.S.B. OR
�I� LAYER OF 3/4" PLYWD.
CONNECT 1,V/ (?)8d NAILS AT
16" O.C.
BUILT UP WOOD HDR. OR
2x HDR, PLATE
EXTERIOR
SHEATHING
-2x CRIPPLE STUDS .4T 16"
O.C. BI,'JN. SILL PLATE &
BOT. PLATE 0 R HDP,.
HDR, PLAT
2x HDR. OR SILL PLATE
OR, HDR, JACK
/ATTACH WDW.//DOOR PEP,
MANUF. SPECT'; IC.ATIO1dS
SILL I JAMB 1 HEAD
FRAME WALLOP%
WDW./DOOR DETAILS
TAPCON PER
SCHEDULE
1 3 /J"
�IOdx11
2 AT 21
/
EXT. FACE t)
OF BLOCK O.C. FOP, BUCK BUILT LIP
TO 2/2' THICK
PROVIDE 2x P.T. ,AGAINST OR
BLOCK FOR BUILT UP BUCKS (2)8d x 2 1/2" AT 24"
_'" THICK OR MORE O.C. FOR BUCK RUILT UP
BUILT UP BUCK DETAIL
1i2° THIDK OR VIDRE
THICKNESS 1112" OR GREATER
PRECAST CONC. MIN. 2 1/2" WIDE BUCK -
LINTEL ABV. OPNG. MAXIMUM 2 3/4" BUILT UP
OR CMU JAMB THICKNESS - CONNECT W/
CAULK BN(N. 3,15" DIA. TAPCONS.
BUCK / BLOCK - TAPCON LENGTHMUST BE
SUFFICIENT TO ACHIEVE MIN.
CEMENT FINISH' I i/4" DdBEMEIT INTO
OVER BLOCK BLOCK JAMSB / HEAD
INSTALL WDIN./ODOR SCREW �DRYI,9ALL
ANCHOR INTO BUCK PER
INSTALLATION DETAILS
HEAD/JAMB FOR BUCK
THICKNESS 1112" OR GREATER
INSTALL','JDi'J.%DOOR TAPCON
PRECAST CONC. ANCHOR INTO BLOCK PER
LINTEL .ABV. OPNG. INSTALLATION DETAILS
OR CMU JAMB
-
-MIN. 2 1,12" MADE BUCK -
CAULK BTiIrN' MAXIMUM BUILT UP
BUCK /BLOCK - THICKNESS MUST BE LESS
THAN i 1/2" CONNECT IN/
CEMENT FINISH / �j SPIRAL NAILS AT 16" O.C.
OVER BLOCK / II i ( DRYWALL
HEAD/JAMB FOR BUCK
THICKNESS LESS THAN 11121'
CLEMENT FINISH ATTACH INDW. %DOOR PER
OVER BLOCKMANUF. SPECIFICATIONS
PRECAST
CONC. SILL
I SILL '
BLOCK WALL OPNG.
WDWJDOOR BUCK DETAILS
ALL EXTERIOR WINDOWS AND DOORS SHALL HAVE MEET PRESSURES IN
CHART- EXPOSURE "C"
WOOD HEADER SCHEDULE
MAXNMWII CLEAR SPAN FOR LOAD BEARING FRAME WALLS
SIZES NOTED ON PLANS TO SUPERCEDE
VALUES SHOWN ON THIS SCHEDULE
FASTENER SCHEDULE FOR
HEADER LOAD
CONDITION
BUILT UP STUD COLUMNS
VERTICAL SPACING OF FASTENERS AT 8" O.C.
NJ
STAGGERED UNLESS OTHERWISE NOTED. THIRD AND
I NJ (2)2x10
FOURTH PLIES SHALL BE ADDED TO EITHER SIDE OF
(2)2xi2
2 -PLY COMPOSITE POST. MINIMUM END DISTANCE SHALL
ROOF ONLY
BE 2 1/2" AND MINIMUM EDGE DISTANCE SHALL BE 1".
STUD
# OF NAILS
NUMBER OF PLY'S
(2) PLYS
(3) PLYS
(4) PLYS
SIZE
PER ROW
2x4
(1)
10d x 31.
1 O x 31
10d X 31. OR
O
2nd FLOOR Ft ROOF
3'-0"
2
1/2" DIAM.
2 4'-Q"
2
5'-5"
3
BOLT @ 16" O.C.
2x6
(�0 )
10d x 3"L.
10d x 3"L.
10d `( 3"L. OR
1/2" DIAM.BOLT
@ 16" D.C.
2x8
(2)
1 Od x 31.
10d x 31
1 Dd X 31. OR
1/Y' DIA. BOLT
@ 16" O.C.
IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER
WITH 1/2" DLAM. THRU-BOLTS AT 16" O.C. VERTICALLY WITH
THE SAME NUMBER OF BOLTS PER ROW AS NAILS
WOOD HEADER SCHEDULE
MAXNMWII CLEAR SPAN FOR LOAD BEARING FRAME WALLS
SIZES NOTED ON PLANS TO SUPERCEDE
VALUES SHOWN ON THIS SCHEDULE
2068
HEADER LOAD
CONDITION
HEADER SIZE
(2)2x6
NJ
(2)2x8
I NJ (2)2x10
NJ
(2)2xi2
NJ
ROOF ONLY
4'-0'
2
5'-1"
2 5'-8"
2
7'4"
2
2nd FLOOR ONLY
-6"
2
4'-5"
2 5'-5"
2
5'-S,
O
2nd FLOOR Ft ROOF
3'-0"
2
3'-10"
2 4'-Q"
2
5'-5"
3
"NJ" = VRNINIUM NW,IBER OE JACK STUDS REQ'D. AT EA. END UNLESS
OTHERWISE NOTED ON THE PLAN
ALL STRUCTURAL HEADERS -10 BE #2 OR BETTER S.Y.P.
ALL NON-STRUCTURAL HEADERS HEM -FIR OR S. P -F OR BETTER
CONSTRUCTION NOTES
1. APPLICABLE CODES:
- FLORIDA BUILDING CODE 2011 - RESIDENTIAL
- NATIONAL ELECTRICAL CODE REQUIREMENTS FOR ONE AND Tb70 FAMILY DWELINGS, NEPA
I 2007.
- FLORIDA FIRE PREVENTION CODE - F.F.P.C. 2010
2. SUBCONTRACTORS SHALL VERIFY ALL DINIENSIONS IN THE FIELD AND NOTIFY THE
BUILDER,/,ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH CONSTRUCTION.
3. 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
CONSUMER SERVICES AS REQUIERED BY THE FLORIDA BUILDING CODE 2010 - RESIDENTIAL
2. UPON COMPLETION OF THE APPLICATION! OF THE TERMITE PROTECTIVE 1 ,EATMENT, A
CEPTIFiCATE OF COMPLIANCE SHALL BE ISSUED BY A LICENSED PEST CONTROL COMPANY BEFORE
A CERTIFICATE OF OCCUPANCY MAY BE ISSUED. THE CERflFICATE OF COhIPLIANCE SHALL STATE:
THE BUILDING HAS RECEIVED A COMPLETE TREATI,IENT FOR THE PREVENTION OF SUBTERRANEAN
TERM/ TES. THE TREATMENT IS IN ACCORDANCE IMTH THE RULES AND LAWS ESTABLISHED BY THE
'FLORIDA DEPARTMENT OF AGRICULTURE ,AND CONSUMER SERVICES'.
FOUNDATION NOTES
I. FOUNDATION IS DESIGNED BASED ON PRESUMPTI�,`E SAFE ALLOWABLE BEARING PRESSURE OF 2000
PSF. CONTRACTOR SHALL VERIFY THAT THE N 0.1UM BEARING PRESSURE OF 2000 PSI IS
OBTAINED PRIOR TO FOOTING PLACEMENT.
2. FOOTING SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
3. AS REQUIRED BY THE LOCAL NIUNICAPILIT 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
1. CONCRETE STRENGTH SHALL BE 2500 PSI AT 28 DAYS AND IN ACCORDANCE WITH A.C.I. 318-11.
2. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AS1T1 A615 GP,AFE
40.
3. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ASTM A185.
CONCRETE MASONRY NOTES
I. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH A.C.I. 530/ASCE 5� i S 402.
2. CONCRETE A
SONRY UNITS SHALL BE IN CONFORMANCE
WITH. ASlv1 Cg
0, CRADLE
N, TYPE II
ASTM C140 AND SHALL HAVE .A COMPRESSIVE STRENGTH OF 2000 PSI MINIMUM BASED ON THE
NET GROSS SECTIONAL AREA.
3. COARSE GROUT SHALL BE IN CONFORMANCE WITH ,ASPM C476.
4. MORTAR SHALL BE TYPE "M" OR "S" IN ACCORDANCE INIIH ASTM C270.
5. ALL b,1ASONARY UNITS SHALL BE LAID IN RUNNING BOND U.N.O.
6. PROVIDE 8" PRECAST CONCRETE LINTELS ,ABOVE ALL MASONA.4Y OPNGS. ALL LINTEL FOR OPNGS.
OVER 5'-6" SHALL BE GROUTED SOLID W'% R" STANDARD ERG. EA. END U.N.O. (4" NIIN. BEARING
REQ'D.)
PRE-ENGINEERED WOOD TRUSSES
1. .ALL TRUSSES SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE "NATIONAL DESIGN
SPECIFICATONS FOR STRESS -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 THE PLANS TO BE BROUGHT TO
THE ATTENTION OF THE BUILDER/ARCHITECT/ENGINEER PRIOR TO PROCEEDING, TRUSS MANUF. TO
SUPPLY ALL TRUSS TO TRUSS HANGERS AND CONNECTIONS.
3. TRUSS MANUF. TO PROVIDE SHOP DRAWINGS ON NEW AND/OR REVISED MODEL PLANS TO BUILDER
FOR REVIEW BEFORE FABRICATION. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSS PROFILES,
GRAVITY/'UPLIFT LOADS, BRACING MEMBERS, AND TRUSS TO TRUSS HANGERS.
4. ALL PREFAB. WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING 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.
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.
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 WITH APA PS
1-83 OR NER-108. NAILS USED IN ALL SHEATHING APPLIC.AlHONS SHALL BE 8d RING SHANK,
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" TO 5", 4" TO 3", AND 3" TO 2' IN THOSE APPLICATIONS.
3. ALL EXTERIOR FRAMED WALL STUDS SHALL BE AS NOTED ON PLANS AND OR A MINIMUM GRADE
OF #2 SYP OR BETTER. INTERIOR WALL STUDS SHALL BE A MINIMUNI OF S -P -F #2 OR BETTER.
4. INOOD HEADERS PER SCHEDULE UNLESS NOTED OTHERWISE ON PLANS. ALL HEADER MATERIAL TO
BE SOUTHERN YELLOIN PINE #2 MIN. PROVIDE STRAPS AS REQ'D. PER DETAILS.
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 BE USED.
STRAP MEMBER DIRECTLY TO TOP OF COLUMN AND BOTTOM IN/ 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 SHALL BE OFFSET AT LEAST 4'4'. STRUCTURAL
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.
S. THE NUMBER AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN THOSE
SPECIFIED IN TABLE 2304.9.1 (FASTENING SCHEDULE) OF THE FLORIDA BUILDING CODE 2010
-RESIDENTIAL- UNLESS NOTED OTHERWISE.
9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER OR SEPARATED
FROM CONCRETE WI 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 THESE WALL WOULD NOT NEED TO HAVE CONNECTORS APPLIED.
2. UPLIFT CONNECTORS TO PROVIDE CONTINUITY IR Oki ROOF TRUSSES THRU PLATES TO SLAB 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 NUMBER OF FLAT STRAPS (I.E. "HETA20") 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 CONNECTOR 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
INSTRUCTIONS OR REQUIREMENTS ARE FOLLOWED.
STRUCTURAL CRITERIA
1. APPLICABLE CODE:
FLORIDA BUILDING CODE 2010 - RESIDENTIAL
'HIND SPEED - 140
NON -WIND-BORNE DEBRIS
REGION; WIND IMPORTANCE FACTOR - (1) ONE; "ENCLOSED" BUILDING TYPE; EXPOSURE
CATEGORY C - SEE ROOF PLAN NOTES.
2. INTERNAL PRESSURE COEFFICIENT: +/'- 0.18 MAXIMUM MEAN ROOF HT. = 30 FEET
GENERAL NOTES
1. DOORS BETNEEN GARAGE AND LIVING SPACE SHALL BE MINIMUM 1 3r/8" THICK SOLID CORE
'NOOD DOORS, 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOORS, OR 20 -MINUTE FIRE RATE
DOORS,
2. THE GARAGE SHALL BE SEPARATE FROM THE RESIDENCE AND ITS ATTIC .AREA BY NOT LESS
THAN 112" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE
RODIS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ,ABOVE BY NOT LESS THAN
5/8" TYPE X GYPSUM BOARD OR ITS EQUIVALENT.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
DIVELLIN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET
STEEL OR APPROVED EQUAL.
4. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE MALLS, UNDER STAIR SURFACE
AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.
DOOR SCHEDULE
2068
r
O
''"'
DOOR DOOR
DOOR DOOR
WIDTH WIDTH
HT. HT.
FEET INCHES
FEET INCHES
NOTES:
Ri
1. NUMBER OF PANELS, HAND,
& SWING AS SHOWN ON PLAN
LATEST REVISION
DATE TO MASTER:
3/12/13
o
(Do
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Try
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[_U
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co
DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED D11MENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
1
1
n
n
D�
n
WI ORLANDO
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LLI a_
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DO NOT SCALE PRINTS!
CONSTRUCTION SHALL BE
PER INDICATED D11MENSIONS
ONLY, ANY DISCREPENCIES
TO BE REPORTED TO M/1
HOMES FOR CLARIFICATION!
1
1
n
n
D�
n
WI ORLANDO
7/i6' OSB SHEATHING
GABLE END OR
FLOOR TRUSS
7/8" CEMENT PLASTER
ON PAPER BACK LATH
AIR, INFILTRATION BARRIER
(DESIGN STANDARD: Tl'l'EK)E
N
L JL
MID -WALL
',ZEEP SCREED
I,�2° MIN. CEMENT
PLASTER
8" CIMU WALL
DETAIL BLOCK/ FRAME CONNECTION
SCALE: 3" = 1'-0"
TYVEK OVER 'C' PEEL AND STICK
�^
FLASHING AND WINDOW FLANGE
TAPE OVER CUT
C IN TYVEK
1
PEEL AND STICK DETAIL
8'-D" MAX. SPAN W/O 2x8 RIDGE
20 VERTICAL BLKG. 2x6 VALLEY RAFTERS
ftATSPANS
2x4 COLLAR TIE IN
UPPER 3RD OF ROOF HT.
MTS12 --
STRAP --
. AT MTS12
AX. (ONLY' STRAP
3'-0")
2x4 BLKG. AT VALLEY RAFTER
BRG, BTWN. TRUSSES
ROOF TRUSS ROOF TRUSS
BELOW RAFTER
HAND VALLEY FRMG, DETAIL
ALTERNATE VALLEY DETAIL FRONji TRUSS ENGINEER MAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LICENSED STRUCTURAL ENGINEER STAMP
-------------- ------
_7
ROOF TRUSS
_ m
F�R 5 BAR DOWEL SET IN
/ EPDXY ADHESIVE
CONNECTOR STRAP -SEE FRAMING SHEET PLAN
f
I
I
I
START B STRIPS HERE
EDGE OF WINDO+N
FLANGE
I
I
I
E
TOP OF BLK. WALL
TOP OF CELL
DBL 2x4 TOP
FACE OF BLOCK AND PARALLEL TO TRUSS
I
I
f
APPLY PEEL AND STICK
FLASHING MEMBRANE IN ORDER
STARTING AT BOTTOM OF
WINDOW AND OVERLAPPING AS
INDICATED
I
I
I
I
CONC. FILLED REINF.
TOP COURSE PER TYP.
4"1N'.x24"H. OPENING
S@.IPSOPI "h,1STA},124" STRAP W/
II
WALL SECTION
IN WALL
TRUSS- CONNECT TO BLK.
0.145 DIA.x3" L. POWDER
W/ (4)
ACTUATED
NOTES:
PEEL AND STICK DETAIL
8'-D" MAX. SPAN W/O 2x8 RIDGE
20 VERTICAL BLKG. 2x6 VALLEY RAFTERS
ftATSPANS
2x4 COLLAR TIE IN
UPPER 3RD OF ROOF HT.
MTS12 --
STRAP --
. AT MTS12
AX. (ONLY' STRAP
3'-0")
2x4 BLKG. AT VALLEY RAFTER
BRG, BTWN. TRUSSES
ROOF TRUSS ROOF TRUSS
BELOW RAFTER
HAND VALLEY FRMG, DETAIL
ALTERNATE VALLEY DETAIL FRONji TRUSS ENGINEER MAY BE
SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA
LICENSED STRUCTURAL ENGINEER STAMP
BLOCK CELL DETAIL
WOOD FRAME WALL ASSEMBLY
COATED GLASS h1AT WATER-RESISTANT
GYPSUM BACKER BOARD (1,x'2" DENS -GLASS)
STOP AT TOP OF LINER
TILE WALL SYSTEM
SHOWER DRAIN FOR TILE SHOWER
INSTALLATIONS USING A SHOWER, PAN LINER,
2xiO BL'KG CONT. ,ALL SIDES OF SHOWER
GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE
WEEP PROTECTOR TO MAINTAIN DRAINAGE AT
DRAIN 1111EEP HOLES
_MORTAR BED AT WALL
W/GALV. h1ETAL LATH
} MORTAR BED MIN. THICKNESS
1-1/2° -MIN. SLOPE 1/4° PER
z W� TERPROOF SHOWER PAN LI
J -EXTEND UP WALLS 10" MIN. P
j UNDER CLAMP RING
117001) TRUSS FLOOR
SYSTEM - SEE FRAMING
PLAN FOR DETAIL
2ND STY, SHOWER DETAIL
N. T.S
i
SHOWER DOOR OR SHOWER ENCLOSURE
W/FRAME SET IN FULL BED OF SILICONE
i
SEALANT - CENTER ON MARBLE SILL &
WALL BEYOND IF PROVIDED
MARBLE SILL +
1
EXTEND WATERPROOF SHOWER PAN LINER
UP & OVER SILL FRAMING 1
i
+
P.T. 2X4 WOOD BUILT-UP SILL
W/MORTAR BED & GALV. LATH
AT TOP &SIDES
i
i
PRE -SLOPE BASE MAT'L
MORTAR BED OR COMPOSITE LOW
DENSITY EPS BOARD (PRO -SLOPE)
MIN. SLOPE 1/4" PER FT. �
TILE FLOOR SYSTEM
1ST STY, SHOWER DETAIL
N.T.S.
2x4 LADDER FRMG. REQ'D. AT
OVERHANGS OVER 12" -CONNECT W
(2 12d TO TRUSS TOP CHORD
CONT. 2x4 W/
2-12d NAILS
2x4 OUTLOOKERS AT 24" O.C. W/
(3)124 TOE -NAILED TO TRUSS T0�
CHORD
7/16" OSB SHEATHING MIN. OVER CABLE END
TRUSS -CONNECT W' 8d NAILS AT 6"
O.C.--SET FACE OF SHEATHING FLUSH W1/ BLK.
WALL (PROVIDE 1/B" SPACE BTWN. PANELS)
CONNECTOR STRAP -SEE FRAMING SHEET PLAN
CONNECTOR NO. 11 - 24" O.C. MAX. SEE DTLS
PLAN FOR LOCATIONS -SET STRAP 2" FROM
FACE OF BLOCK AND PARALLEL TO TRUSS
CONT. 2x4 MIN. P.T. PLATE W/ 1/2"—�
DIA. A.B. OR 5/8° EXP. BOLT W/ 2"
SQ. WASHER AT 48" O.C. MAX. OR
(2)POWE QD1Dd CO*0N)(AT (SIZE EQUAL
�111VfILl\ UI\C111Y I\LLLI IV,\ ivi �i
DRAIN 2" MIN. BELOW F.F. LEVEL
2x4 "T' OR "L" STRONCBACK AT GABLE
VERTICAL LONGER THAN 48" CONNECT W/ 12d
NAILS AT 12" O.C.
/ STRUCTURAL ROOF SHEATHING SEE
ROOF NAILING PATTERN
1
PROVIDE 2x4 STRONGBACK IF GABLE TRUSS
/ IS TALLER THAN 8'-0"
2x4 DI,AG. "X" -BRACING W/ (3)124 NAILS
L �!` AT EA. 2x4 TO
2x4 JOINT
11 �
\�>}
i
i
BRACING SCHEDULE
SPAN BR+ACINC REQ'D.
GREATER THAN 20 FT — — (3) PAIRS AT 1/4 PTS.
10 FT. TO 20 FT. — — — (1) PAIR AT MID -PT.
LESS THAN 10 FT.— — — NO BRACING REQ'D.
i 2x4 BLKG. AT 48" O.C. MAX. FROM
i
CABLE END BACK 8'-0" BTWN. TRUSS
BOTTOM CHORDS
41 GYPSUM CEILING DIAPHRAM
4 NAILING @ INTERIORS
u 8x8x16 CONC. KNOCKOUT BLK. TOP
u
If
COURSE - FILL W/ CONC, AND 1-#5
BAR CONT.
TYP. BLOCK WALL -GABLE END
GABLE END
r3'4" DIA. x 6" DP. HOLE
ROOF TRUSS
_ m
F�R 5 BAR DOWEL SET IN
/ EPDXY ADHESIVE
CONNECTOR STRAP -SEE FRAMING SHEET PLAN
w
GROUT SOLID AT
!+
TOP OF BLK. WALL
TOP OF CELL
DBL 2x4 TOP
FACE OF BLOCK AND PARALLEL TO TRUSS
PLATE
S,A1'rCUT APPROX.
- GABLE END
CONC. FILLED REINF.
TOP COURSE PER TYP.
4"1N'.x24"H. OPENING
S@.IPSOPI "h,1STA},124" STRAP W/
II
WALL SECTION
IN WALL
TRUSS- CONNECT TO BLK.
0.145 DIA.x3" L. POWDER
W/ (4)
ACTUATED
NOTES:
U -J uu
II
25" MIN. LAP
--DRILLED HOLE TO BE
SCFE47S TO BLACK
tz
OF REBARS
CLEANED PRIOR TOI
TRUSSES
(9)104 COMMONS TO FLR. TRUSS
,
DISPENSING ADHESIVE
+
3000 PSI CONIC.
FILLED CELL 11'x/
EPDXY ADHESIVE TO
#5 REBAR
HIGH STRENGTH TYPE
�/LM\
--REBAR DOWEL MUST
r
BE CLEAN AND OIL FREE
1
i
SAWCUT 1" W. OPNG. IN
S.AWCUT APPROX.
rJ
r \
iI
'+TALL FROM TOP TO
BOTTOM FOR FULL HT.
4"W.x24"H. OPENING
CONC. FILLED REINF. TOP
REBAR PLACEMENT INTO
IN WALL
I
GROUT ELL -FILL SOLID W/
25" MIN. LAP
WALL SECTION
fi
I
TOP OF SLAB
OF REBARS
LLJ
DIA. x 6" DP. HOLE
TRUSS
FOR 45 BAP DOWEL SET\IN
o wEPDXI'
.ADHESIVE
ADDED
REINF FILLED
BLOCK CELL DETAIL
WOOD FRAME WALL ASSEMBLY
COATED GLASS h1AT WATER-RESISTANT
GYPSUM BACKER BOARD (1,x'2" DENS -GLASS)
STOP AT TOP OF LINER
TILE WALL SYSTEM
SHOWER DRAIN FOR TILE SHOWER
INSTALLATIONS USING A SHOWER, PAN LINER,
2xiO BL'KG CONT. ,ALL SIDES OF SHOWER
GRAVEL AT DRAIN OR PLASTIC PRO -SLOPE
WEEP PROTECTOR TO MAINTAIN DRAINAGE AT
DRAIN 1111EEP HOLES
_MORTAR BED AT WALL
W/GALV. h1ETAL LATH
} MORTAR BED MIN. THICKNESS
1-1/2° -MIN. SLOPE 1/4° PER
z W� TERPROOF SHOWER PAN LI
J -EXTEND UP WALLS 10" MIN. P
j UNDER CLAMP RING
117001) TRUSS FLOOR
SYSTEM - SEE FRAMING
PLAN FOR DETAIL
2ND STY, SHOWER DETAIL
N. T.S
i
SHOWER DOOR OR SHOWER ENCLOSURE
W/FRAME SET IN FULL BED OF SILICONE
i
SEALANT - CENTER ON MARBLE SILL &
WALL BEYOND IF PROVIDED
MARBLE SILL +
1
EXTEND WATERPROOF SHOWER PAN LINER
UP & OVER SILL FRAMING 1
i
+
P.T. 2X4 WOOD BUILT-UP SILL
W/MORTAR BED & GALV. LATH
AT TOP &SIDES
i
i
PRE -SLOPE BASE MAT'L
MORTAR BED OR COMPOSITE LOW
DENSITY EPS BOARD (PRO -SLOPE)
MIN. SLOPE 1/4" PER FT. �
TILE FLOOR SYSTEM
1ST STY, SHOWER DETAIL
N.T.S.
2x4 LADDER FRMG. REQ'D. AT
OVERHANGS OVER 12" -CONNECT W
(2 12d TO TRUSS TOP CHORD
CONT. 2x4 W/
2-12d NAILS
2x4 OUTLOOKERS AT 24" O.C. W/
(3)124 TOE -NAILED TO TRUSS T0�
CHORD
7/16" OSB SHEATHING MIN. OVER CABLE END
TRUSS -CONNECT W' 8d NAILS AT 6"
O.C.--SET FACE OF SHEATHING FLUSH W1/ BLK.
WALL (PROVIDE 1/B" SPACE BTWN. PANELS)
CONNECTOR STRAP -SEE FRAMING SHEET PLAN
CONNECTOR NO. 11 - 24" O.C. MAX. SEE DTLS
PLAN FOR LOCATIONS -SET STRAP 2" FROM
FACE OF BLOCK AND PARALLEL TO TRUSS
CONT. 2x4 MIN. P.T. PLATE W/ 1/2"—�
DIA. A.B. OR 5/8° EXP. BOLT W/ 2"
SQ. WASHER AT 48" O.C. MAX. OR
(2)POWE QD1Dd CO*0N)(AT (SIZE EQUAL
�111VfILl\ UI\C111Y I\LLLI IV,\ ivi �i
DRAIN 2" MIN. BELOW F.F. LEVEL
2x4 "T' OR "L" STRONCBACK AT GABLE
VERTICAL LONGER THAN 48" CONNECT W/ 12d
NAILS AT 12" O.C.
/ STRUCTURAL ROOF SHEATHING SEE
ROOF NAILING PATTERN
1
PROVIDE 2x4 STRONGBACK IF GABLE TRUSS
/ IS TALLER THAN 8'-0"
2x4 DI,AG. "X" -BRACING W/ (3)124 NAILS
L �!` AT EA. 2x4 TO
2x4 JOINT
11 �
\�>}
i
i
BRACING SCHEDULE
SPAN BR+ACINC REQ'D.
GREATER THAN 20 FT — — (3) PAIRS AT 1/4 PTS.
10 FT. TO 20 FT. — — — (1) PAIR AT MID -PT.
LESS THAN 10 FT.— — — NO BRACING REQ'D.
i 2x4 BLKG. AT 48" O.C. MAX. FROM
i
CABLE END BACK 8'-0" BTWN. TRUSS
BOTTOM CHORDS
41 GYPSUM CEILING DIAPHRAM
4 NAILING @ INTERIORS
u 8x8x16 CONC. KNOCKOUT BLK. TOP
u
If
COURSE - FILL W/ CONC, AND 1-#5
BAR CONT.
TYP. BLOCK WALL -GABLE END
GABLE END
16d NAILS AT 8"
ROOF TRUSS
TOP/BOT. RAILS FOR SOLID NAILING
O.C.
CONNECTOR STRAP -SEE FRAMING SHEET PLAN
� T
CONNECTOR NO. 19 - 24" O.C. MAX, SEE DTLS
!+
20 CONT. BLKG.
& PLAN FOR LOCATIONS -SET STRAP 2" FROE'
DBL 2x4 TOP
FACE OF BLOCK AND PARALLEL TO TRUSS
PLATE
TYP, FRAME WALL
- GABLE END
SEE ABOVE DTL FOR ,ADDITIONAL INFORMATION
TYP. GABLE END TRUSS DETAIL
SCALE: 1/2" = 1'-0"
4' 5' INCL.
ROOF O.H. ROOF TRUSSES OR 2x RAFTERS
ROOF EDGE HURR. STRAP AT EA. TRUSS
— — — — — — ROOF PLAN bV T(21 O.C.- CONNECT
- 21� - SEE „ 16d MIN. COMMONS
I 3x3x16 CONC. KNOCKOUT BLK. 12 TCE NAILED TO TOP PLATE -
+� 0 I TOP COURSE -FILL bN'/ CONC. g
— — — — — — — — — AND 1-115 BAP, CONT. "SP2" AT EA. STUD TO TOP PLATE
2 01L RIDGE �� V ?�„ O.C.AT EXTERIOR '4ALLS (USE SPH4 AT
I �� FOOD TRUSSNTEP,IOR WALLS)
I — — —y — — — W/ 2'-0" O.H. OR 2x4x3 SISTER
��4 I P,OOF SEE ROOF FRAMING PL:AiJ
J� 14' 0 I EDGE (` jf ? j , 1' �� 2x CONT. STAGGERED
I FOR LOCATION) ' MID -WALL BLOCKING
L
01
I 1 0� NI h+ , II ' h 1 1 11 11 V(WALLS OVER 10' H. --PROVIDE
BLKG. AT 4'-0" O.C. MAX.)
DRIP EDGE OVER
3 3i 5' INCL. 3/4" PRIME TRIM � �1,!2° GYPSUM BD. R-33 INSULATION
0 2x STUDS AT 16° O.C. SEE
P,OOF O.H. FASCIA BOARD ON ^•x �' WALL AND ROOF FRAh11NG NO
+•„ x ," SUBFASCIA-'-0' PR-ENC'D. CONC. LINTEL FOR SPECIES
U ZONE 1 USE 8d ",INCSHAN,c HAILS @ 1� O.C. (FIELD) 6" O.C. (EDC )
Z ZONE 2 - USE 8d "RINGSHANK" NAILS @ 5- O.C. (FIELD/EDGE) ABV. TYP. WD'N..AND DOOR OPNG' S.
SEE PLANS FOR LOCATIONS .AND I APES
0 ZONE 5 - USE 8d "RINGSHANK" NAILS @ 4" O.C. (FIELD/EDGE) CONT. ALUMINUM
ROOF NAIL9NG PATTERN VENTED SOFFIT)
NOTES: i. EXTEND ROOF 1'-0" BEYOND
WIDTH OF POOL OR SERVICE DOOR
NOTE: ALL PLYWOOD ROOF SHEATHING SHALL HAVE A "PANEL OPENINGS P EACH SIDE U.N.O.
SPAN RATING" OF 32/16.
2. EXTEND ROOF 2'-0" BEYOND
WIDTH OF S.G.D. OPENINGS
@ EACH SIDE U.N.O.
7/8" CEMENT+ �
PLASTER DETAIL OF ONE STORY ROOF
PAPER BACK LATH -,,,,E
BUILDING WRAPOVERHANG EXTERIOR DOORS
(TYVEK)
WALL SHEATHING r f
� r
PEEL AND STICK 1
MEMBRANE
FLASHING
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
EXTERIOR WINDOW HEAD
SCALE: 2" - 1'-O"
ALUMINUM WINDOW
FRAME SET IN CONT.
BED OF SEALANT
PEEL AND STICK
MEMBRANE
FLASHING
BUILDING WRAP
(TYVEK)
WALL SHEATHING
PAPER BACK
LATH
7/8" CEMENT
PLASTER
EXTERIOR WINDOW SILL
SCALE: 2" - 1'-0"
ALUMINUM WINDOW / � � X7/8° CEMENT PLASTER
FRAME SET IN CONT J
BED OF SEALANT PAPER BACK LATH
PEEL AND STICK %+
MEMBRANE / VBUILDING WRAPFLASHING / (TYVEK)
WALL SHEATHING)
EXTERIOR WINDOI! JAMB
SCALE: 2" - 1'-0"
DBL 2x P.T.
BLOCKING
(2)124 NAILS
VERT. REINF. CONC•
AT 6,O.C.
FILLED CELL IN,/ 1 B, 5R n 1 /2" EXP. BOLT AT 24" O.C. VERT,
B; R
(2 7114" EMBED.) W/ 2"SQ. WASHER
REINF. FILLED TOP I11 ��Ll
'
BLOCK COURSE -/II SINIPSON "SP2" AT EA. STUD AT
II EXTERIOR WALLS USE SPH4 (AT
CONIC. BLK, INTERIOR BEARING WALLS)
WALL PER TYP,
WALL SECTION �I ATTACH EXT SHEATHING TO
VERT. REINF. CONC.
FILLED CELL W/ 1-#5 I
BAR
TOP OF SLAB
STUDS � PLATES PER
STRUCT6RAL NOTES
AT EXT. FRAME WALL TO BLOCK WALL,
PROVIDE 2x P.T. W/ 1/2" EXP. BOLT
AT 24" O.C. VERT. (4' EMBED.) W/ 2'
SQ. WASHERS PROVIDE 1 1/2' EDGE
DISTANCE FOR BOLTS
SIMPSON "SP2" AT EA. STUD AT
EXTERIOR WALLS (USE SPH4 AT
INTERIOR BEARING WALLS)
----I
EXT. FRAME WALL TO
BLOCK WALL CONNECTION
DETAIL APPLICABLE TO ,ALL EXTERIOR FRAME WALLS ONLY
UNLESS OTHERP SE NOTED ON FLOOR PLAN
PROVIDE SOLID 2x4 BLKG, BTWN.
00
�z co
TOP/BOT. RAILS FOR SOLID NAILING
UJI Q0
mcd /--� w
m
� T
OF STRAP
!+
J Z c� i
O <
� 8 o u
-�
o
Q
//-PROVIDE 2x4 BLKG. B7,7N.
FLR.
S@.IPSOPI "h,1STA},124" STRAP W/
ry
TRUSS- CONNECT TO BLK.
0.145 DIA.x3" L. POWDER
W/ (4)
ACTUATED
ll5) i /4"x2 1 /4" MASONRY
WALL AND
U -J uu
FASTENERS- PLACE BLKG.
ALONG
SCFE47S TO BLACK
tz
/
SIDE OF GABLE END FLR.
TRUSSES
(9)104 COMMONS TO FLR. TRUSS
�/LM\
r
z w
X
rJ
r \
N
CONC. FILLED REINF. TOP
BLK. COURSE PER TYP.
WALL SECTION
MISSED
FLOOR
TRUSS
TO BLK. WALL STRAP
PROVIDE (1) "MSTA1,124" FOR EA. "HETA20" STRAP SPECIFIED
SIMPSON "MTS',1116" STRAP W/
(4) 1/4"x2 1/4' TAPCONS TO
BLOCK WALL AND (7)104
COMMONS TO TRUSS I ROOF TRUSS
0 li
II
z
5:\/77
< r1 INSTALL ADD'L. STRAP
� _, DIAGONALLY FROM EA,
LZIOTHER FOR SINGLE
CONC. FILLED REINF. TOP MEMBER TRUSS
BLK. COURSE PER TYP.
WALL SECTION
MISSED ROOF TRUSS TO BLK. MALL STRAP
- SEE ROOFPLAN FOP, REQ'D.
STRAP AT EA. MEMBER
41PSON DSP AT 16" O.C.
ACROSS HDR. SPAN
REFER TO HEADER
SCHED. FOR SIZES
�- "LSTA24" STRAP AT
HDR. STUD TO BEAM
(2) STRAPS EA. SIDE
W/ (4) OR MORE TRUSSES
ACROSS OPNG.
NOTE:
TRUSS T1 PLATE ANCHOR,, STUD TO
TOP OR SILL PLATE ANCHORS,
AND BOLTS TO SLAB NOT REQUIRED
"SP2" AT EA. STUD TO SILL N9AX. i AT INTERIOR BEARING WALLS NOTED
PLATE AT EXTERIOR WALLS (USE i ON PLANS AS SUPPORTING GRAVITY
SPH4 .AT INTERIOR WALLS) LOADS ONLY (NO UPLIFT LOADS)
�- NUMBER OF STUD
51'8° EXP. BOLTS (4" EMBED.) TO PLATE CONNECTORS TO
MATCH NUMBER OF STRAPS
AT 32' O.C. MAX. Wry 2" SQ. WASHERS
PROVIDE "SPH6' STRAP AT 2x6 STUDS ABOVE OPNG.
IN LIEU OF "SPH4" STRAPS
1 -STY. FRAME BRG. WALL
NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS)
8x8x16 CONIC. KNOCKOUT
25" MIN. LAP BLK. TOP COURSE - FILL
1111/ CONC. & 1-#5 BAR CONT.
w
#5 REBAR W/ STD. HOOK
REINF. CONC. FILLED
CELL #5 VERT. REBAR<: 4/
25" MIN. LAP
#5 REBAR W/ STD. HOOK
BLOCK WALL HT. TRANSITION DETAIL
METAL OR V1NY'1_ TRIM
CONTROL / EXPANSION JOINT
- 7/8" CEMENT PLASTER
PAPER BACK LATH
24° WIDE PEEL & STICK
MEMBRANE OR #15 FELT
FLASHING
BUILDING WRAP ( TYVEK)
WALL SHEATHING
DETAIL @CONTROL 1
EXPANSION JOINT
USE (1) MTSM16 STRAP FOR UPLIFT VALUES 860 LBS. OR LESS SHINGLES (ATTACH W/ GALV. METAL ROOFING NAILS PER MANUF.
USE (2) MTSM16 STRAPS FOR UPLIFT VALUES 1720 LBS. OR LESS INSTALLATION DETAILS) OVER 15# FELT (2" SIDE LAP / 4" END LAP AND
UPLIFT VALUES OVER 1720 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGINEER CAP NAILS AT 12" O.C.-EDGE, 24" O.C.-FIELD) ON 7/16" SPAN RATED
PRE-ENG'RED ROOF OR FLOOR TRUSSES
AT 24" O.C.
CONNECT EA. TRUSS BOT.
CHORD W/ (2)164 MIN.
COMMONS TOE -NAILED TO
TOP PLATE
`,1 1,1 v
1/2" GYPSUM BD.
DBL 2x TOP PLATE
R-11 INSULATION AT ALL WALLS
ADJACENT TO NON -AIR CONDITIONED
SPACES
1/2" DRYWALL -
2x STUDS @ 15" O.C.
#2 SPF OR BETTER
STRUCTURAL SHEATHING (SEE ROOF NAILING PATTERN) AND PRE-ENG'RED
ROOF TRUSSES AT 24" O.C.
HURR. STRAP AT E.A. TRUSS SEE PER 12
ROOF PLAN
ELEV. R-38 INSULATION
8x8x16 CONC. KNOCKOUT BLK. TOP
XR
COURSE -FILL W/CONIC. AND 1-5 38 INSULATION BAR CONT
i1h+ilh++lvv 11+1r'lW'++ v
DRIP EDGE OVER 4'-0!2" GYPSUM BD.
FASCIA
FASCIA MATERIAL TO BE 12DIAPHRAM AREA FASTEN W/ 5d NAILS
HURR. ANCHOR AT EA. TRUSS TO TOP PLATE PRIME TRIM AT 4" O.C. REMAINDER .AT 7" O
ALUMINUM OR 5,/4" .C.
n
SEE FRMG, PLANS BOARD OVER 2x4/2x6 SUBFASCIA
"SPH4" ,AT E.A. STUD TO REFER TO SUBD. SPECIFICATIONS 11 PRE-ENG'RED. PRECAST CONC. LINTEL ABV. TYP.
TOP PLATE FOP, FASCIA MATERIAL n WDW. AND DOOR OPNGS, SEE PLANS FOP,
u LOCATIONS .AND TYPES
u
CONT. ALUM. ° 1/2" DRYWALL OVER 1x2 P.T. (MIN.) .AT 24"
VENTED SOFFIT z 1 O.C. (MAX.)
NOTE:
TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL
PLATE ANCHORS, AND BOLTS TO SLAB NOT REQUIRED TEXTURED CEMENT FINISH OVER
AT INTERIOR, BEARING WALLS NOTED ON PLANS AS 8x8x16 CONC. BLOCK
SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT
LOADS)
°SP'TYPE ANCHOR AT EA.
2x P.T. SILL PLATE STUD TO SILL PLATE
5/8" EXP. BOLTS (4" EMBED.) AT 24" O.C. MAX.
3 1/2" MIEN. CONC. SLAB (2500 PSI) +�7I 114/ 2' SQ. WASHERS @ CONT. BE
G WALLS
R VAPOR
FIBERMESH OR 6x6 10/10 'R,4N OVE
BARRIER
CLEAN COMPACTED TERMITE z
TREATED FILL �� O
THICKEND SLAB FOOTING
PER SLAB PLAN
TYP, INT, BRG. FALL SECTION
SCALE: 1 11/2"=1'-O"
Q
z
N
FINISH GR
ADE
Z
N
#5 SAP, DOWEL TIED TO FTG, REBAR
AT EA. REINF. FILLED CELL AS
LOCATED PER SLAB PLAN
_jL
CORE-FILL 500 EDAM INSULATION! IN ALL
if i OPEN CMU WALL CELLS - REFER TO
ENERGY CALCULATION FOR R -VALUE
n
ii #5 VERT. BAR TIED INTO #5 BAR DOWEL AND
TOP COURSE REBAR AT EA. REINF. CONC.
ri FILLED BLOCK CELL AS LOCATED PER PLANS
11
n
ml PRECAST WDW. SILL - TYP. AT STD,
WDW. OPNG.
It
nn
p114" MIN.
nn 3 1 /2° MIN. CONC. SLAB (2500 PSI) IN/
uu i y1y FIBERMESH OR 6x6 10/10 WNM OVER VAPOR
CLEAN COMPACTED TERMITE
TREATED FILL
•
MONOLITHIC SLAB EDGE FOOTING
16" PER SLAB PLAN
MIN.
TYP, EXT. BLOCK WALL SECTION
SCALE: 1/2 =1 -0"
FLASHING: ROOF & WALL FLASHING SHALL BE ALUM. OR GALV. METAL W+!! FASTENERS MAX. 16" O.C.
LATEST REVISION
DATE TO MASTER:
3/12/13
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TO BE REPORTED TO M/1
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a
a 1)2
a
a
M/1 ORLANDO
HANDRAIL WITH CIRCULAR CROSS
SECTION DIAMETER BTWN. 1 1/2"
TO 2", OR PROVIDE CROSS SECTION
OF EQUIVALENT
f
TYPICAL SECTION AT HANDRAIL
BALUSTER SPACING LESS THAN 4" DIA. SPHERE
1 HANDRAIL
DIAMETER CONT BOTTOM RAIL LESS TAHN 2" DIA. SPHERE
HANDP,AIL
Mil HOME TYP, STAIR TREAD AND RISER CALCULATION
CONCRETE SLAB TO $° PLYWOOD SECOND FLOOR HT. = 128.75" / 17 RISERS = 7.57" RISER
TYP. RISER = 7,57"
TYP, TREAD =10"
REFER TO FLOOR PLAN FOR STAIR CONFIGURATION
GRASPABILITY
PERFORMANCE
ivinL .inm iwr!
TREAD (NOT INCLUDING NOSING) = 10" WIDE
2x8 BLOCKING BEHIND HANDRAIL 1" NOSING
TOP AT 39" ABOVE EDGE OF TREAD
3/`4" PLYWOOD
/ FLOORING
O
,- 10" (Tv.)
OF THE SHEATHING BY MORE j I� I
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- FILL ',Vj CONC.
c SCHED. FOR SIZES
DBL 2X12 HEADER
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2. PROVIDE 1/8" SPACE BETWEEN I tt It
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ACROSS HDP,. SPAN
SHEATHING PANELS. I•I '•I
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FLOOR TRUSS 12"
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1" NOSING
HDR. STUD TO BEAM
tt Ir t
8d NAILS AT 6" O.C. VERT. I'�'I•I t
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- t,t t,t t
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2x8 STRIP, LEDGER CONN[
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i
1.1 1.1
2x• STUDS AT
FLOOR TRUSS W/ (2)10d
.
3/6" PLYWD
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6" O.C. MAX. OR EQUIVAL
RISER
8d NAILS .AT 3" O.C. AT i t
CARRIAGE TO LEI
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m o /
(2)10d TOE -NAILED COMM(
r� "LSTA24" STRAP AT HDR,
cl z /
x
STUD TO PLATE IF
STAGGERED EA. SIDE
Elf
7 , J
PANEL EDGES ii ii �I
SHEATHING CONT. TO
o o CONNECT PLYWD. RISER TO
FOR OPNGS. > 5'-0"
t t I t tt
BOT. OF FLR. TRUSS
z z ~ Q TREAD WITH (4) 8d NAILS
t/
8d NAILS AT 3" O.C. HORIZ. I•t tt
t t � tI
FIR. TRUSSES AT
(2) 2X STUDS TO SUPPOR-
t1�
2x4 OR 2x5 Rlbt BD. BTWN.
BEAM ABOVE (AT LANDING
24" O.C.
o / 2x12 CARRIAGE ,AT SIDES AND
WHERE NECESSARY)
FLP,. TRUSS -- CONNECT TO
o m CENTER OF STAIRS IMTH 2x6
¢
TRUSS W/ (4)16d NAILS (2x4)
_lL • • ,-LL •
2x4 BLKG. BTt,VN. ' ' '� ' ' 't- '- ' ' ' ' -
- r-- —rr—�
2x4 BLKG. BTY'!N.
SPACER AT SIDE WALLS
(5)16d NAILS (2x6)
CONNECT SPACER TO EA. STUD
RIM BD. AT ALL
ii
W/ (2) 10d COMMONS
2x4 P,T. RINI BD. B7NN.
SHEATHING EDGES --tt ,7 _ _- Lt-�
SHEATHING EDGES
FLR. TRUSS -- CONNECT
2x4 P.T.
TO TRUSS W'/ (4)164 NAILS
KICK PLATE
NOTE: PICKETS SHALL BE PLACED NO
GREATER THAN 4" O.C.
TYPICAL STAIR SECTION
)TTOM OF
)R LESS IN
CT TO
PIAILS AT
:NT
GER ',V,/
NS
SCALE: N. T.S.
HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS
FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY
ABOVE THE TOP RISER OF THE FLIGHT To A POINT DIRECTLY
ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL
BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY
TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A
SPACE OF NOT LESS THAN 1-1/2" (33MM) BETWEEN THE WALL
AND THE HANDRAILS
8d NAILS AT 3" D.C..AT
SHEATHING EDGES
STAGGER NAILS BTVt'N.
NOTES: PANEL EDGES
1. NAILHEADS SHALL
ROOF TRUSSES OR 2x RAFTERS
AT 24" O.C.- CONNECT
W/ (2)16d MIN. C046`{ONS
TOE -NAILED TO TOP PLATE -
"SP2" AT EA. SINGLE
STUD TO TOP PLATE &
"DSP" AT EA. DOUBLE
--- - STUD PANEL EDGE TO -
SEE ROOF PLAN FOR REQ'D.
STRAP AT E.A. MEMBER
NOT PENTRATE THE FACE -----7.�-IT---1 -
L ' t
TO PLATE �►
SINGLE 3x3x i 6 CONC.
O
REFER TO HEADER
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OF THE SHEATHING BY MORE j I� I
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- FILL ',Vj CONC.
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2. PROVIDE 1/8" SPACE BETWEEN I tt It
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- t,t t,t t
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i
1.1 1.1
2x• STUDS AT
ACROSS OPNG.
If ii
8d NAILS .AT 3" O.C. AT i t
SHEATHING EDGES I•I i•t ll
NO STRAP REQ'D. AT
r� "LSTA24" STRAP AT HDR,
STAGCEP, NAILS BTWN. I•t I,t 1t
STUD TO PLATE IF
t STUD TO RIM BD.E'`BLKG.
t
PANEL EDGES ii ii �I
SHEATHING CONT. TO
FOR OPNGS. > 5'-0"
t t I t tt
BOT. OF FLR. TRUSS
t/
8d NAILS AT 3" O.C. HORIZ. I•t tt
t t � tI
FIR. TRUSSES AT
t1�
2x4 OR 2x5 Rlbt BD. BTWN.
AT �x SILL PLATE Lt Lt It
I t 11
24" O.C.
E
FLP,. TRUSS -- CONNECT TO
�t
_ _
TRUSS W/ (4)16d NAILS (2x4)
_lL • • ,-LL •
2x4 BLKG. BTt,VN. ' ' '� ' ' 't- '- ' ' ' ' -
- r-- —rr—�
2x4 BLKG. BTY'!N.
(5)16d NAILS (2x6)
,r-- r
RIM BD, AT ALL I t t•t i I•t I
It 1.1 t,t t t
RIM BD. AT ALL
ii
2x4 P,T. RINI BD. B7NN.
SHEATHING EDGES --tt ,7 _ _- Lt-�
SHEATHING EDGES
FLR. TRUSS -- CONNECT
TO TRUSS W'/ (4)164 NAILS
PROVIDE DBL, ROW OF 8d NAILS AT 8d NAILS AT 3" O.C. HORIZ.
ALTERNATE CONT 2x6 TOP RAIL I.L.O. 1 AT TOP AND BOTTOM RIM BD.
DBL. 2x4 SOLID BLKG.
NAILING TO FLR. TRUSS BLKG. BTINN. RAILS �'
OR TRUSS CHORD
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
EXT. WALL SHEATHING
CONC. BLOCK EXT. WALL
"HETA20" STRAP AT EA. FLP,. TRUSS END
OIOR2�'4'+S.�.C,ARP,��LI�PEf�+16LR>S
DETAIL AT 2 -STY,
2 -STY, EXT.
FRAME
REQUIRED NAILING PATTERN LO NOTED FOR
SHEATHING TO ,ACT AS UPLIFT LOAD CONNECTOR
WALL CONNECTOR DETAIL
BETWEEN WALL STUDS AND FLOOR TRUSSES
FLASHING:
ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR
GALV, METAL MATERIAL. CONNECT W/ GALV. METAL
NAILS .AT 24" O.C. MAX.
CONT. 2x6 TOP RAIL- CONNTEC
TO FLR. TRUSS W/ (6)164 NAIL`.
EXT. SHEATHING NAILING PATTER
PROVIDE 8d NAILS AT 3" O.C.
(2) ROWS AT 2x6 TOP RAIL
(1) ROW AT 2x4 BOT. RAIL
CONT 2x4 BOT. RAIL- CONNECT
TO FLR. TRUSS tilt/ (4)168 NAIL
(2x4 P.T. IF IN CONTACT W/ CO
ALTERNATE FLR,
CLAP ROOF TILES OVER 90# FELT ON 1/2" CDX
PL't)'rOOD (SEE ROOF NAILING PATTERN) AND
PRE-ENGINEERED ROOF TRUSSES AT 24" O.C.
HUP,R, STRAP AT EA. TRUSS
SEE ROOF PLAN
CONT. 2x4 DBL. PLATE
W/ SIMPSONi "SPH4" AT
EA. STUD
SIMPSON "DSP" AT DOUBLE
STUD PANEL EDGES
DRIP EDGE
OVER FASCIA 12"
FASCIA MATERIAL TO
BE ALUMINUM OR
5/4" PRIME TRIM BOARD
OVER 2x4/2x6 SUBFASCIA
REFER TO SUBD.
SPECIFICATIONS
FOR FASCIA MATERIAL
CONT. ALUM.
VENTED SOFFIT
Z
¢
X
7/8" THK. CEMENT PLASTER OVER
7/16" MIN. STRUCTURAL WALL w
SHEATHING -SEE DETAIL FORLs
REQ'D. NAILING PATTERN
J
L�
CONT. 2x4 TOP/BOT. RAIL -CONNECT
TO FLR, TRUSS W,/ (4)164 NAILS
(BOT. RAIL TO BE 2x4 P.T.)
CONT. GALV. MTL.
EXPANSION JOINT
SIMPSON "FIETA20" AT EA. TRUSS
FILL .ALL HOLES W/ NAILS
(TRUSS PARRALLEL TO WALL -STRAP AT
EA. VERT. CHORD (24" O.C. MAX.)
8x8x16 CONC. KNOCKOUT BLK.
TOP COURSE - FILL W/ CONC.
AND 1-#5 BAR CONT.
TRUSS END RAILS
IN LIEU OF 2x4 BLKG. BTWN, RAILS
AS PART OF FLR. TRUSS END CONST.
1/2" EXTERIOR PORTLAND
CEMENT PLASTER OVER
8" am.U. -�
2x4 SYP #2 STUDS 916' O.C.
3/!" PLYWOOD
/ F000R PRE-ENG'D. FLOOR,
TRUSSES ®24" O.C.
7/1C MIN. STRUCTURAL WALL
SHEATHING z
7TOP CHORD OF /� BOT. CHORD OF7
FLOOR TRUSS -7 ( FLOOR TRUSS N
GYP U,M BOAR 2x4 DI.APHRA4d BLOCKING 24" O.C.
NAILER CONiINUCUS ACROSS 1st (2) TRUSS BAYS
CONNECT TO EA. BOTTOM CHORD W/ (4)
10d NAILS
"HET.A20" STRAP 9 24' O.C. PROMDE SOLID 2x4
BLOCKING BETWEEN TOP 1 BOT. C RDS WHERE
STRAP DOES NOT ALIGN W/ TRUSS b"-RTC.AL.
ALT, DETAIL @ FLOOR TRUSS
PARALLEL TO WALL
FINISH GRADE a
N Z
z
z
0
0
z
#5 BAR DOWEL TIED TO
FTG. REBAR AT EA.
REINF. FILLED CELL .AS
LOCATED PEP, SLAB PLAN
TYP , EXT, 2-S
SCALE: 1 /2"=1'-O"
R-38 INSULATION
12
PER
ELEV.
GYPSUM BD.
�._O'
DIAPHRAM AREA
FASTEN ;VI 5d NAILS .AT 4" O.C.
REMAINDER AT 1" O.C.
CONT. 2% SOLID WALL BLKG. ON
EDGE OR FLAT AT SHEATHING JOINT-
NA,ILS PERP4IITTED TO PENETRATE
2x4 BLKG. SET ON EDGE
_---R-11 MIN. INSULATION -
REFER TO ENERGY CALCULATION
FOR REQUIRED INSULATION R -VALUE
�- 2x STUDS AT 16" O.C.
CONT. 2x PLATE
X3/4" T&G PLYWOOD FLOOR -NAILED
GLUED W/ 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
PROVIDE DRAFTSTOPPING TO SEPARATE
CEILING AREAS NO GREATER THAN 500 S. F.
�PJ-ENC'> TRU ES
24' a.C. (M,
1/2" GYPSUM BD.
4'-O" (5/8" TYPE "X" GYP. BD.
DIAPHRAM AREA @' GARAGE CEILING 'PI/
FASTEN W/ 5d NAILS AT 4" O.C. LIVING AREA ABOVE)
n
REMAINDER AT 7" O.C.
u
PRE-ENG'RED. PRECAST CONC. LINTEL
ii ABV. TYP. WDW. AND DOOR OPNGS.
SEE PLANS FOR LOCATIONS AND TYPES
n
II 1/2" DRYWALL OVER 1x2 P.T. (MIN.)
t AT 24" D.C. (MAX.)
R-3 MIN. INSULATION -
ii REFER TO ENERGY CALCULATION
um
FOR REQUIRED INSULATION R -VALUE
iiu
ii #5 VERT. BAR TIED INTO #5 BAR
DOWEL AND TOP COURSE REBAR
AT EA. REINF. CONC. FILLED BLOCK
tt CELL AS LOCATED PER PLANS
tt
It PRECAST WOW. SILL - TYP. AT
n STD. WDW. OPNG.
tl ii
nn
n It 4" /_3 1112" MIN. CONC. SLAB (2500 PSI)
iIn l , MIN. /�' 'N/ FIBERMESH OP, 6x5 10/10 wwm
tin OVER VAPOR BA ; RIER
_ II
fl
n
ii
'--CLEAN COMPACTED
11
EARTH FILL
,u.
MONOLITHIC SLAB EDGE
20 FOOTING PER SLAB PLAN
b1IN.
TORYWALL SECTION
NUJ INUJ�) l
AT 24" O.C.-
4V/ (2)164 MIP
TOE -NAILED T(
SIMPS(
2x STUDS A
16" O.C.
FLR. TRUS:
74" 0.
DOF PLAN FOR REQ'D.
AP ,AT EA. MEMBER
-REFER TO HEADER
SCHED, FOR SIZES
3IMPSON "DSP`
AT 16" O.C.
;ROSS HDR. SPAN
IMPSON "LSTA24"
STRAP AT
DR. STUD TO BEAM
)x4 OR 2x6 RIM BD. BTtr`l.
R. TRUSS -- CONNECT TO
USS W/ (4)164 NAILS (2x41
(6)164 NAILS (2x6)
2x4 P.T. RIM BD. BTWN.
FLR. TRUSS -- CONNECT
0 TRUSS W,�' (4)16d NAILS
DBL. 2x4 SOLID BLKG.
BELOW HDR. STUDS
OF OPNGS. > 5'-0"
AP AT 24" O.C. MAX. AT
FLR. TRUSS PERP. TO WALL OP,
24" O.C. AT GABLE END TRUSS
WALL C��NNECTOR DETAIL
NO STRUCTURAL MEMBER OR BLDG. SERVICE SHALL PENETRATE THE
FIRE RATED SHAFT WALL BETWEEN UNITS. ASPHALT SHINGLES ON
STRUCTURAL SHEATHING
4'-0" MIN.EACH SIDE OF CENTER LINE OF WALL - �� (SEE ROOF NAILING PATTERN)
PROVIDE . - RETARDANT TREATED WOOD ROOF 1 AND PRE -ENG RED ROOF
SHEATHING TRUSSES AT 24" D.C.
RAKE EE BEAM ;',';' (1) #5 CONT.
MAI,NT,AIN 2' CLEARANCE
TO REBAR FR0;1 TOP OF BEAM
Ls
CD
U
mm_
�C)
0
2x6 CONT. P.T. W/ (1) ROWS
OF 1/4'x 2-3/ 4"' TAPCONS AT
12" O.C.- STAGGERED
3/�4" PLYWOOD
DECKING
DOUBLE 8x8x16 CONC
KNOCKOUT ELK. COURSE
- FILL W/ CONC..AND
1-#5 BAR CONT.
'\-PROVIDE CONT. FIRE CAULK OR I RADIANT
FIRE WOOL @ ROOF SHEATHING L BARRIER
AND RAKE BEAM CONSTRUCTION
¢ JOINT
PRE-ENGINEERED
N ROOF TRUSSES
AT 24" O.C.
%-10'2" GYPSUM BD. �R-38 INSULATION
FOAM CORE FILL INSULATION IN ALL OPEN
CMU WALL CELLS - REFER TO ENERGY
CALCULATION FOR R -VALUE
112 DRYWALL OVER DBL. 1x2 P.T.
AT 24" O.C. (MAX,)
3x&x16 2 HR. FIRE -RATED
CMU WALL
-15 VERT. BAR TIED INTO #5 BAR
60WEL ,AND TOP COURSE REBAR AT
EA. REINF. CONC, FILLED BLOCK CELL
AS LOCATED PER PLANS
3/4" T&G PLYWOOD FLOOR -NAILED &
CLUED W,l 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
AREAS NO GREATER THAN 500 S.F.
'—PRE-ENG'RED. FLR. TRUSSES AT
24" O.C. (MAX.) STAGGERED
BTWN. ADJ. UNITS
1/2" GYPSUM BD.
CORE -FILL 500 FOAM INSULATION IN
ALL OPEN CMU WALL CELLS
1/2" DRYWALL OVER DBL. 1x2 P.T.
(MIN.) AT 24" O.C. (MAX.)
8x&(16 2 HR. FIRE -RATED
CMU WALL
15 VERT. BAR TIED INTO 5 BAR
60WEL ,AND TOP COURSE EB,AR AT
EA. REINF. CONC. FILLED BLOCK CELL
AS LOCATED PER PLANS
3 1/2" MIN. CONC. SLAB
(2500 PSI) W/ FIBERMESH
OR 6x6 10/10 WWM OVER
VAPOR BARRIER
—CLEAN COMPACTED
EARTH FILL
�— MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEP,4RAT ON WALL SECTION AT ROOF
D3 TRUSS PARRELLEL TO FRAME WALL
SCALE: 1/2"=l' -O"
LATEST REVISION
DATE TO MASTER:
3/12/13
2E°-
ry
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SINGLE 3x3x i 6 CONC.
O
KNOCK+JUT SILK. COURSE
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OF 1/4'x 2-3/ 4"' TAPCONS AT
12" O.C.- STAGGERED
3/�4" PLYWOOD
DECKING
DOUBLE 8x8x16 CONC
KNOCKOUT ELK. COURSE
- FILL W/ CONC..AND
1-#5 BAR CONT.
'\-PROVIDE CONT. FIRE CAULK OR I RADIANT
FIRE WOOL @ ROOF SHEATHING L BARRIER
AND RAKE BEAM CONSTRUCTION
¢ JOINT
PRE-ENGINEERED
N ROOF TRUSSES
AT 24" O.C.
%-10'2" GYPSUM BD. �R-38 INSULATION
FOAM CORE FILL INSULATION IN ALL OPEN
CMU WALL CELLS - REFER TO ENERGY
CALCULATION FOR R -VALUE
112 DRYWALL OVER DBL. 1x2 P.T.
AT 24" O.C. (MAX,)
3x&x16 2 HR. FIRE -RATED
CMU WALL
-15 VERT. BAR TIED INTO #5 BAR
60WEL ,AND TOP COURSE REBAR AT
EA. REINF. CONC, FILLED BLOCK CELL
AS LOCATED PER PLANS
3/4" T&G PLYWOOD FLOOR -NAILED &
CLUED W,l 8d NAILS AT 12" O.C. IN FIELD
AND 6" O.C. AT PANEL EDGES
PROVIDE DRAFTSTOPPING TO SEPARATE CEILING
AREAS NO GREATER THAN 500 S.F.
'—PRE-ENG'RED. FLR. TRUSSES AT
24" O.C. (MAX.) STAGGERED
BTWN. ADJ. UNITS
1/2" GYPSUM BD.
CORE -FILL 500 FOAM INSULATION IN
ALL OPEN CMU WALL CELLS
1/2" DRYWALL OVER DBL. 1x2 P.T.
(MIN.) AT 24" O.C. (MAX.)
8x&(16 2 HR. FIRE -RATED
CMU WALL
15 VERT. BAR TIED INTO 5 BAR
60WEL ,AND TOP COURSE EB,AR AT
EA. REINF. CONC. FILLED BLOCK CELL
AS LOCATED PER PLANS
3 1/2" MIN. CONC. SLAB
(2500 PSI) W/ FIBERMESH
OR 6x6 10/10 WWM OVER
VAPOR BARRIER
—CLEAN COMPACTED
EARTH FILL
�— MONOLITHIC SLAB FOOTING
PER SLAB PLAN
TYP. UNIT SEP,4RAT ON WALL SECTION AT ROOF
D3 TRUSS PARRELLEL TO FRAME WALL
SCALE: 1/2"=l' -O"
LATEST REVISION
DATE TO MASTER:
3/12/13
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